Loading...
HomeMy Public PortalAboutBOH 1.17.24 packetE W 0 Board of Health Penny Holeman Kimberley Crocker Pearson David Bennett John Keith Abigail Archer Health Director Amy von Hone Assistant Health Director Sherrie McCullough Senior Department Assistant Tammi Mason Town of Brewster Board of Health 2198 Main St., Brewster, MA 02631 brhealth@brewster-ma.gov (508) 896-3701 BOARD OF HEALTH MEETING AGENDA 2198 Main Street January 17, 2024 at 6:30PM This meeting will be conducted in person at the date, time and location identified above. This means that at least a quorum of the members of the public body will attend the meeting in person and members of the public are welcome to attend in person as well. As a courtesy only, access to the meeting is also being provided via remote means in accordance with applicable law. Please note that while an option for remote attendance and/or participation is being provided as a courtesy to the public, the meeting/hearing will not be suspended or terminated if technological problems interrupt the virtual broadcast or affect remote attendance or participation, unless otherwise required by law. Members of the public with particular interest in any specific item on this agenda, which includes an applicant and its representatives, should make plans for in-person vs. virtual attendance accordingly. Members of the public who wish to access the meeting may do so in the following manner. Phone: Call (301)715-8592 or (312)626-6799. Webinar ID: 820 4394 4509 Passcode: 979174 To request to speak: Press *9 and waft to be recognized. Zoom Webinar. ht4)s://usO2Web.zoom.ua/�/82043944509?pwd=Mvtl)M2kvUExKbUlRSOhmMOlZb3dQZzO9 Passcode: 979174 To request to speak: Tap Zoom "Raise Hand", then wait to be recognized. When required by law or allowed by the Chair, persons wishing to provide public comment or otherwise participate in the meeting, may do so by accessing the meeting remotely, as noted above. Additionally, the meeting will be broadcast live, in real time, via Live broadcast (Brewster Government TV Channel 18), Livestream (fivestream.brewster-ma.gov) or Video recording (tv.brewster- ma.gov) 1 . 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. Call to Order Declaration of a Quorum Recording Statement Chairman's announcements Citizen's forum: Members of the public may address the Board of Health on matters not on the meeting agenda for a maximum 3-5 minutes at the Chair's discretion. Under Open Meeting Law, the Board of Health is unable to reply but may add items presented to a future agenda Review and approve I/A system for 12-2 Trevor Lane (Ocean Edge) septic upgrade Consent Agenda: a. Updated Nitrogen Loading Calculation spreadsheet b. 229 Leland Road — septic upgrade Liaison Reports Matters not reasonably anticipated by the Chair Items for next agenda Next meeting: February 7, 2024 Informational items: a. MASSTC I/A Database User Fee Increase b. Letter from Old Sea Pines Inn -Change of ownership C. Dispatch newsletter d. Monthly reports for Ocean Edge, Serenity, Maplewood, Pleasant Bay Health & Living Center, Kings Landing and Town of Brewster (Formerly CCSC) 13. Adjournment Date Posted: Date Revised: Received by Town Clerk: 1/12/24 rh :;0 r " W I rn \Ueserverl 6\rdocuments$\tmason\Desktop\BOH new agenda.doex January 3, 2023 Brewster Town Hall Health Department 2198 Main Street Brewster, MA 02631 ADY CONSULTING, L.L.C. Engineers + Land Surveyors + landscape Architects RE: Address: Trevor Lane System 12-2 — Septic System repair Applicant- Trevor Village Condominium C/O Septic Preservation Services Dear Board Members: On behalf of the applicant we hereby submit this application for the repair of the system at the above referenced address. There are currently three existing septic systems that serve the condo units of Trevor Village. One of the three systems, System 12-2, failed a Title 5 Inspection last year and is in need of repair. System 12-2 was installed in 1985 and currently serves 18 units in Trevor Village, as noted on the Septic Repair Plan page 4. There are currently 36 existing bedrooms that tie into this facility. The property is located outside a Zone II/District of Critical Planning Concern (DCPC), is serviced by municipal water, and is in the Cape Cod Bay Watershed, and therefore, does not fall under any local or state mandated nitrogen restrictions. To bring the system into Title 5 compliance, the applicant proposes to remove the existing leaching trenches, retain the existing septic tanks, and install 2 -Fuji Clean USA Model CE30 Treatment Tanks in parallel, d -box, and 1-102' long x 37.5' wide Presby Advanced Enviro Septic Wastewater Treatment system. The Fuji Clean USA Model CE30 has been proposed for additional sewage treatment prior to effluent infiltrating into the groundwater. Currently, Fuji Clean has several models approved for remedial use, but not the proposed Model CE30. Although the Fuji Clean USA Model CE30 is currently not certified, we are seeking Piloting Approval for secondary treatment. We are preparing a Piloting Application (WP61B) for this model, and depending on the review process through MassDEP, we are hoping to have Approval within the next few months. Per Standard Conditions for Alternative Soil Absorption Systems with General Use Certification and/or Approved for Remedial Use II. (8), the required effective leaching area of the leaching area may be reduced up to 40 percent when using the loading rates for gravity systems. Per the Standard Conditions for Secondary Treatment Units Approved for Remedial Use II. (5.) a) : the size of the SAS may be reduced up to 50 percent from the effective leaching area when using the loading rates for gravity systems. 71 Evergreen Street, Suite 1 + Kingston, MA 02364 t Tel (781) 585-2300 The Presby Advanced Enviro-Septic alternative S.A.S. must meet a minimum sand bed area and a minimum total length of piping. On this design, we have reduced the sand bed area from the required 5,351.4 S.F. to proposed 3,825 S.F., which is a 29% decrease in size, meeting the allowed 40% size reduction threshold. The minimum total length of piping required for this design is 2,520 L.F., and this number already has a 40% size reduction built into it. Because of a lack of space in the area of the proposed S.A.S. and on site, we are proposing to utilize the extra 10% size reduction allowed with the Remedial use of a Secondary Treatment Unit, reducing the minimum piping length to 2,268 L.F. We are proposing 2,400 L.F. of piping which is more than the minimum 2,268 L.F. We are seeking Piloting Approval for the FujiClean USA Model CE30 for secondary treatment and to allow for this 50% size reduction. Enclosed please find the following: 1. 4 sets of the Septic Repair Plan, dated July 27, 2023, latest revision dated December 20, 2023. 2. Application for Disposal System Construction Permit. 3. Check for $480 ($60 for Major first 500 gallons, $60 for each 500 gallons after that ($60 x 7) Application Fee payable to the Town of Brewster. 4. Copy of Soil Evaluation Report. 5. Presby & Fuji Clean approval and general use letters. (WP61B Application for Fuji Clean Model CE30 treatment to be forwarded upon completion) If you have any questions please do not hesitate to call. Sincerely, GRADY CONSULTING, L.L.C. Robert Carlezon, P.E. Project Engineer Cc: Septic Preservation Services 102 West Main Street Norton, MA 02766 J:\2023\23-060\BOH\BOH letter. doex MassDEP Charles D. Baker Governor Karyn E. Polito Lieutenant Governor Commonwealth of Massachusetts Executive Office of Energy & Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 Kathleen A. Theoharides Secretary Martin Suuberg Commissioner MODIFIED REMEDIAL USE APPROVAL Pursuant to Title 5, 310 CMR 15.00 Name and Address of Applicant: Presby Environmental, Inc. 143 Airport Road Whitefield, NH 03598 Trade name of technology and models: Advanced Enviro-Septic® (Alternative SAS Patented Sand Filter) (hereinafter called the "System"). The Advanced Enviro-Septic Design & Installation Manual, System Installation Form and Inspection Checklist are part of this Certification. Transmittal Number: 21-CLM-000073-APP Date of Issuance: July 25, 2013, revised December 29, 2016, Modified October 30, 2019, Modified March 15, 2022 Authority for Issuance Pursuant to Title 5 of the State Environmental Code, 310 CMR 15.000, the Department of Environmental, Protection hereby issues this Remedial Use Approval to: Presby Environmental, Inc., 143 Airport Road, Whitefield, NH 03598 (hereinafter "the Company"), certifying the System described herein for Remedial Use in the Commonwealth of Massachusetts. The sale, design, installation, and use of the System are conditioned on compliance by the Company, the Designer, the Installer and the System Owner with the terms and conditions set forth below. Any noncompliance with the terms or conditions of this Certification constitutes a violation of 310 CMR 15.000. /s/ M;A%.beth Chubb Marybeth Chubb, Section Chief Wastewater Management Program Bureau of Water Resources March 15. 2022 Date This information is available in alternate format. Contact Michelle Waters-Ekanem, Director of Diversity/Civil Rights at 617.292-5751. TTY# Mass Relay Service 1-900-439.2370 MassDEP Website: www.mass.gov/dep Printed on Recycled Paper Modified Remedial Use Approval Page 2 of 3 Advanced Enviro-Septic (Alternative SAS Patented Sand Filter) Date of Issuance: July 25, 2013, Revised Dec 29, 2016, Modified October 30, 2019 & March 15, 2022 21-CLM-000073-APP Technology Description The Advanced Enviro-Septic System (the `System' or `AES') is an alternative subsurface Soil Absorption System (SAS) that replaces a conventional SAS designed in accordance with 310 CMR 15.000. The System consists of an 11 5/8 -inch diameter corrugated, high-density plastic pipe with a 9.5 -inch interior diameter and a standard length per unit of 10 feet. The pipe is perforated with eight holes equally distributed around its inner circumference at each corrugation. Each hole has a plastic skimmer extending inwards. The exterior of the pipe has ridges on the peak of each corrugation and is wrapped with three geotextile fabric materials. The inner layer is a Bio -Accelerator fabric against the bottom exterior of the plastic pipe, aligned between the 4 o'clock and 7 o'clock positions. The Bio -Accelerator fabric is covered by a thick coarse, randomly oriented polypropylene fiber mat which is wrapped completely around the pipe. An additional outer layer of a thinner non -woven geotextile polypropylene fabric is also wrapped around the pipe. Connectors designed to connect pipe units together are available and required. The System also includes sand surrounding the pipe units, specified as concrete sand meeting the ASTM C-33 specification, also called System Sand. The System Sand must be placed with a minimum thickness of (6") six inches below, (3") three inches above and six inches to the sides of the AES pipe units. Conditions of Approval The term "System" refers to the Alternative Soil Absorption System in combination with the other components of an on-site treatment and disposal system that may be required to replace an existing failed, failing or nonconforming system in accordance with 310 CMR 15.000. The term "Approval" refers to the technology -specific Special Conditions herein, the Standard Conditions for Alternative Soil Absorption Systems available at: htins://www mass � ov doc/standard-conditions-for-alternative-soil-absoLption-sy stems -with - general -use -certification , the General Conditions for Use of Alternative Systems of 310 CMR 15.287, and any Attachments. For Alternative Soil Absorption Systems that have been issued Remedial Use Approval for the installation of Systems to serve facilities for the upgrade or replacement of an existing failed or nonconforming system, the Department authorizes reductions in the effective leaching area (3 10 CMR 15.242), subject to the Standard Conditions that apply to all Alternative Soil Absorption System Patented Sand Filters with Remedial Use Approval and subject to the Special Conditions below applicable to this Technology. The Approval is subject to and limited by the following Special Conditions applicable to this Alternative Technology. Modified Remedial Use Approval Page 3 of 3 Advanced Enviro-Septic (Alternative SAS Patented Sand Filter) Date of Issuance: July 25, 2013, Revised Dec 29, 2016, Modified October 30, 2019 & March 15, 2022 21-CLM-000073-APP Special Conditions The System is approved as an Alternative Soil Absorption System Patented Sand Filter providing Treatment with Disposal and is categorized as such by the Title 5 I/A Program. In addition to the Special Conditions contained in this Approval, the System shall comply with all Standard Conditions for Alternative Soil Absorption Systems, except where stated otherwise in these Special Conditions. This AES System approval shall meet the same Alternative SAS Standard Conditions as the Enviro-Septic Wastewater Treatment System. 2. The separation distance to the estimated seasonal high groundwater elevation shall be measured from the bottom of the System sand below the Advanced Enviro-Septic System. 3. The System shall only be installed in bed or field configuration, as described in 310 CMR 15.252. The System shall not be installed in trench configuration and no sidewall area shall be considered in the total effective leaching area provided. The effective leaching area shall be the bottom area only (length times width) of the sand bed. 4. Systems shall be installed with differential venting for aeration and inspection access at end of each run of pipe, section or serial bed and whenever the System is installed under impervious surfaces. 5. Serial distribution laterals shall be limited to no more than 500 gpd with each lateral a maximum of 100 feet, and must be laid level. Multi-level systems shall not be allowed. 6. The Advanced Enviro-Septic proprietary product (AES) will be sized at a minimum of seventy (70) linear feet per bedroom (lf/br) and will not exceed 100 feet in length. 7. System does not require a five foot over dig as indicated at 310 CMR 15.255(5). 8. System component material specifications for the pipe, plastic components, fabric and sand shall comply with the specifications identified in the initial Enviro-Septic VA technology approval. The specification and use of the additional Bio -Accelerator layer must maintain the same material specification as was installed with the completed testing conducted by NSF, BNQ and Massachusetts On -Site System Test Center. Prior approval from the Department for any change from these specifications shall be requested in writing. 9. Any changes to the approved plans must receive Local Approving Authority (LAA) approval prior to any changes. Before a Certificate of Compliance can be issued by the LAA the System Designer must include any changes to the approved plan into the as -built plans. 10. Design, installation and operation shall be in strict conformance with the Company's DEP approved plans and specifications of Enviro-Septic Wastewater Treatment System Massachusetts Design and Installation Manual Copyright September 2019, Presby Environmental, Inc., 310 CMR 15.000 and this Approval. ■ . Commonwealth of Massachusetts Executive Office of Energy & Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA D2108 * 617-292-551)0 Charles D. Baker Matthew A. Beaton Governor Secretary Karyn E. Polito Martin Suuberg Lieutenant Governor Commissioner Standard Conditions for Alternative Soil Absorption Systems with General Use Certification and/or Approved for Remedial Use Revised: March 5, 2018 These Standard Conditions apply to Alternative Soil Absorption System (Alt. SAS) technologies for disposal -only as well as for technologies providing both treatment and disposal. Currently these approved alternative technologies include the following, Alt. SAS Disposal -Only, • Contactor, Field Drain Contactor, and Recharger Chambers, by Cultec, Inc. • Biodiffuser &ARC Chambers, by Infiltrator Systems, Inc. • Infiltrator Chambers, by Infiltrator Systems, Inc. • Eljen Mantis M5, by Eljen Corp. Alt. SAS Treatment with Disposal - Patented Sand Filters, E1jen GSF Geote%tile Sand Filter System, by Eljen Corp. • Enviro-Septic Wastewater Treatment System, by Presby Environmental, Inc. • Advanced Enviro-Septic System, by Presby Environmental, Inc. • Simple -Septic Wastewater Treatment System, by Presby Environmental, Inc. • Infiltrator ATL system, by Infiltrator Systems, Inc. • GeoMat Leaching System, by Geomatrix Systems, LLC. An alternative SAS may be appropriate for new construction, increases in flow, or for the upgrade of an existing failing, failed, or nonconforming system where reducing the disturbance of the site is desired. Alternative Disposal -Only technolosties approved by the Department may be substituted for conventional SAS's allowed under Title 5. The alternative Chamber technologies, when compared to conventional Title 5 chambers, provide options from some of the Title 5 requirements such as offering plastic instead of concrete chambers and eliminating the need for stone aggregate around the chamber while allowing higher loading rates and reduced effective leaching area. Other options include Chambers installed with aggregate meeting the requirements of Title 5, however Alternative Chambers used with aggregate are not allowed higher loading rates which must remain the same as required by Title 5 for conventional chambers with aggregate. In addition to alternative Chambers, This information is available in alternate format. Call Michelle Waters-Ekanem, Diversity Director, at 617-292-5751. TTY# MassRelay Service 1-800-439-2370 MassDEP Website: www.mass.gov/dep Printed on Recycled Paper Standard Conditions for Alternative Soil Absorption Systems Page 2 of 16 General Use and Remedial Use Approvals Last revised March 5, 2018 disposal -only approved Alt. SAS technologies also include the Mantis M5 pipe and sand System design. Alternative Treatment with Dis osal technoloj6es approved by the Department refer to alternative leaching systems that have demonstrated higher removal of organics and suspended matter prior to the percolation of wastewater into underlying unsaturated pervious soils when compared to conventional leaching systems. Higher loading rates are allowed than would be permissible with a conventional design and additional relief from other design standards is permissible for upgrades. A System approved under these Standard Conditions consists of a septic tank conforming to the requirements of Title 5, either conventional or UA approved, followed by the Alt. SAS which may provide for a reduced effective leaching area. The use of an approved Alt. SAS, subject to these Standard Conditions, requires among other things: • A Disclosure Notice in the Deed to the property for installed Systems according to the following: • when installing an Alt. SAS Disposal -Only System (chambers or Eljen Mantis M5) a Disclosure Notice in the Deed to the property is not required; • when installing an Alt. SAS Treatment with Disposal -Patented Sand Filters System under the General Use Certificate a Disclosure Notice in the Deed to the property is not required; • when installing an Alt. SAS Treatment with Disposal -Patented Sand Filters System under the Approval for Remedial Use a Disclosure Notice in the Deed to the property is required in accordance with 310 CMR 287(10); • Certifications by the Designer and the Installer (3 10 CMR 15.021(3)); • Notification within 24 hours by the System Owner to the Local Approving Authority (LAA) of any System failure; • When System requires pumping prior to the SAS, 24-hour emergency wastewater storage capacity above the elevation of the high level alarm; • System Owner Acknowledgement of Responsibilities, in accordance with these standard conditions and the Technology Approval's Special Conditions. This Approval does not address the use of the following alternative SAS's, which are covered under separate Title 5 UA Program Approvals: a) Drip Dispersal Systems b) Bottomless Sand Filters Definitions and References The term "System" refers to the approved technology in combination with the other components of an on-site treatment and disposal system that may be required to serve a facility in accordance with 310 CMR 15.000. Standard Conditions for Alternative Soil Absorption Systems Page 3 of 16 General Use and Remedial Use Approvals Last revised March 5, 2018 The term "Approval" or "Certification" refers to these Standard Conditions; the Special Conditions contained in the Technology Approval, the General Conditions of 310 CMR 15.287, and any Attachments. The phrase "new construction" always refers to construction of a new facility or any increase in actual or design flow to any existing system above the approved capacity. The phrase "upgrade of a system" or the term "upgrade" or the term "remedial site" refers to any repair, modification, or replacement of a whole system or a component of an existing failing, failed or nonconforming system where there is no increase in the actual or design flow to the system. The Conditions contained herein MUST be read in conjunction with any Special Conditions that are technology -specific. I. Purpose 1. These Standard Conditions shall apply to all Alt. SAS technologies identified in a General Use Certification or a Remedial Use Approval as either a Disposal -Only technology or a Treatment with Disposal technology as listed above. In addition to the Special Conditions contained in the technology -specific Approvals, the System shall comply with all these "Standard Conditions for Alternative Soil Absorption Systems", except where stated otherwise in the Special Conditions. 2. The sale, design, installation, and use of the System shall be subject to these requirements for all systems that submit a complete Disposal System Construction Permit (DSCP) application after the effective date of these Standard Conditions. Existing systems and systems for which a complete DSCP application was submitted prior to the effective date of these requirements shall not be subject to the design and installation requirements, however, the System Owner, the Service Contractor, and the Company shall be subject to all other requirements contained herein. 3. With the other applicable permits or approvals that may be required by Title 5, the Approval authorizes the installation and use of the System in Massachusetts. All the provisions of Title 5, including the General Conditions for Alternative Systems (3 10 CMR 15.287), apply to the sale, design, installation, and use of the System, except those provisions that specifically have been varied by this Approval. 4. Provided that the Local Approving Authority (LAA) approves the System in conformance with the Department's Approval for the System, Department review and approval of the site-specific System design and installation is not required unless the Department determines on a case-by-case basis, pursuant to its authority at 310 CMR 15.003(2)(e), that the proposed System requires Department review and approval. II. Design and Installation Requirements Where any contradiction may exist in design standards between the Company guidance and the requirements of Title 5 or this Approval, the design shall meet the Standard Conditions for Alternative Soil Absorption Systems Page 4 of 16 General Use and Remedial Use Approvals Last revised March 5, 2018 standards of Title 5 and this Approval unless the Company guidance is more stringent. 2. In accordance with 310 CMR 15.240(6), absorption trenches should be used whenever possible. Accordingly, approved Disposal -Only and Treatment with Disposal Alt. SAS Systems shall be used in trench configuration whenever possible, unless a different configuration is allowed by the Approval(s) Special Conditions. 3, The Alternative System shall include a properly sized and constructed septic tank, designed in accordance with 310 CMR 15.223-15.229 or approved as an Alternative technology per 15.280-15.288, connected to the building sewer and followed in series by the approved Alternative Soil Absorption System. A 1,000 gallon septic tank may be allowed in accordance with the provisions of 310 CMR 15.404(3)(a). 4, The Alternative System shall be installed in a manner which does not intrude on, replace, or adversely affect the operation of any other component of the subsurface sewage disposal system. 5. The Designer shall be a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian, including when designing systems for repair, provided that such Sanitarian shall not design a system with a discharge greater than 2,000 gallons per day. 6. For new construction or increases in flow, the System shall be subject to the following: a) The System may only be installed in soils with a percolation rate of up to 60 minutes per inch (MPI); b) A site evaluation, in compliance with 310 CMR 15.100 through 15.107, must be approved by the Approving Authority and the site must meet the siting requirements for new construction; c) The record drawings, approved by the LAA, must clearly indicate an area for a full- sized conventional primary SAS and a full-sized conventional reserve area that are for the sole purpose of on-site sewage disposal; d) Where the System has reduced the effective leaching area, as allowed by the Standard Conditions, the installation shall not disturb the site in any manner that would preclude the future installation of the conventional full-sized primary SAS without encroaching on the reserve area; and e) Except for the installed SAS, the System Owner shall not construct any permanent buildings or structures or disturb the site in any manner that would encroach on the area approved for a full-sized conventional primary SAS or the area approved for a full-sized conventional reserve SAS. 7. For the upgade of a system,, the installation of the proposed System shall be subject to the following: a) The System may only be installed in soils with a percolation rate of up to 90 minutes per inch (MPI); Standard Conditions for Alternative Soil Absorption Systems Page 5 of 16 General Use and Remedial Use Approvals Last revised March 5, 2018 b) Prior to approving the installation of the System, the LAA must determine there is no increase in the actual or proposed design flow; c) Prior to Local Approval of the System, the Designer shall show on the plans the maximum available area for a conventional system (without reserve) designed in accordance with the standards of 310 CMR 15.100 through 15.255. d) The proposed System must include the approval by the LAA for the upgrade or replacement of all other existing components, as necessary, to comply with the standards of Maximum Feasible Compliance (MFC) of 310 CMR 15.404; e) The record drawings, approved by the LAA, must clearly indicate an area for the best feasible replacement system that could be installed in the event that the proposed Alternative Soil Absorption System fails or it is determined that it is not capable of providing equivalent environmental protection; f) When evaluating the best feasible replacement system that could be installed in the event that the proposed Alternative Soil Absorption System fails or it is determined that it is not capable of providing equivalent environmental protection, the Designer shall consider these options in the following order: i. a conventional system designed in accordance with the standards of 310 CMR 15.100 through 15.255 that can be built feasibly, with the exception of providing a reserve area (15.248); ii. a conventional system that can only be built feasibly under a Local Upgrade Approval (LUA); iii. where a conventional system cannot be built feasibly under a LUA, a Bottomless Sand Filter, in conjunction with a Secondary Treatment Unit; iv. where a System can only be built feasibly with variances, a System that has been demonstrated to vary the design requirements of 310 CMR 15.000 to the least degree necessary and have the least effect on public health, safety, welfare and the environment (the System may be an Alternative System with variances); or v. a tight tank. g) The installation of the proposed System shall not disturb the site in any manner that would preclude the future installation of the best feasible replacement system that could be installed to replace the proposed System. Components of the proposed System may be sited in an area for the future installation of the best feasible replacement system, provided that it does not render the area unusable for a potential future replacement system; and h) Except for the installed SAS, the System Owner shall not construct any permanent buildings or structures in the area for the best feasible replacement system that could be installed to replace the proposed System and the System Owner shall not disturb the site in any other manner that would preclude the future installation of the best feasible replacement system. 8. Alternative DesigLi Standard to 310 CMR 15.242(l)(a Effluent Loading Rates Standard Conditions for Alternative Soil Absorption Systems Page 6 of 16 General Use and Remedial Use Approvals Last revised March 5, 2018 For new construction or increases in flow the required effective leaching area may be reduced up to 40 percent when using the loading rates for gravity systems of 310 CMR 15.242(1)(a), provided: a) no variance is granted for a reduction in depth to groundwater; b) no variance is granted for a reduced depth of pervious material; and c) a minimum of 400 square feet of effective leaching area shall be installed if any proposed reduction in the leaching area would result in less than 400 square feet of effective leaching area; (Facilities with small flows that would not require 400 sq.ft. of effective leaching area, when designed in accordance with Title 5, may be built with less than 400 sq. ft. provided that no reduction in effective leaching area is taken). 9, Alternative Design Standard to 310 CMR 15.2421U at and 15.245{4i_ Effluent Loadinia Rates For the ura ade of a s•istem, the System shall be subject to the following: g) For soils with a percolation rate of 60 minutes or less per inch, the size of the SAS may be sized with 40 percent less effective leaching area than required when using the loading rates for gravity systems of 310 CMR 15.242(1)(a); h) For soils with a percolation rate of between 60 and 90 minutes per inch, the size of the SAS may be sized with 40 percent less effective leaching area than required when using the loading rate of 0.15 gpd/square foot as specified by 310 CMR 15.245(4); i) Unless allowed under the Special Conditions for the Technology, no additional reduction in the effective leaching area is allowed under an LUA or a variance that would result in a reduction greater than 40% of that which would be required under 310 CMR 15.242(1)(a) and 15.245(4), respectively. Any other deviations to design standards, except the effective leaching area, may be granted under LUA or a variance; and j) A minimum of 400 square feet of effective leaching area shall be provided if any proposed reduction in the leaching area would result in less than 400 square feet of effective leaching area. Where 400 square feet of effective leaching is not feasible, the greatest effective leaching area shall be installed provided that no more than a 40 percent reduction is taken. 10. Specific Conditions for Treatment with Disposal Alt. SAS Technologies a) The use of aggregate as specified in 310 CMR 15.247 is not allowed with Patented Sand Filters. b) Unless determined necessary by the Designer or Company, the System shall not be used with pressure distribution for any design flow. When installed for a facility with a design flow of 2,000 gpd or greater, approved Patented Sand Filter Systems are exempt from the requirement for pressure distribution under 310 CMR 15.231. Standard Conditions for Alternative Soil Absorption Systems Page 7 of 16 General Use and Remedial Use Approvals Last revised March 5, 2018 c) Patented Sand Filters shall not be installed in a Nitrogen Sensitive Area (NSA) to serve facilities with actual or design flows of 2,000 GPD or greater since those facilities require installation of a Recirculating Sand Filter (RSF) or equivalent technology. Patented Sand Filters may be installed as a disposal -only alternative technology when used in addition to an approved Secondary Treatment Unit (reduction of BOD/TSS). When a Patented Sand Filter is used in this type of septic system design, only the reductions permitted in the Secondary Treatment Unit's (STU) alternative technology approval, such as a reduction in SAS size, depth of naturally occurring pervious material or depth to groundwater, are allowed. d) For upgrades only, a reduction in the depth to groundwater and/or a reduction in the pervious material may be taken in accordance with Section H, paragraph 5 of the Standard Conditions for Secondary Treatment Units Approved for Remedial Use. In no case, shall the reductions allowed under the Standard Conditions for Secondary Treatment Units be combined with any reduction provided by this Approval, the alternative technology's Remedial Use Approval Special Conditions or with any reduction that may be allowed under the procedures of Local Upgrade Approval or variance procedures of 310 CMR 15.401-415. 11. Specific Conditions for Disposal -Only Alt. SAS Technologies a) In a NSA, as defined in 310 CMR 15.215, Alternative Systems serving facilities with actual or design flows of 2,000 GPD or greater must include treatment with a RSF or equivalent technology, as required by 310 CMR 15.202(1). Under this Approval, Disposal -Only Alt. SAS technologies shall not be installed in an NSA to serve facilities with actual or design flows of 2,000 GPD or greater unless installed in conjunction with a RSF or equivalent technology. b) For new construction or , a reduction in the effective leaching area may be taken in accordance with the conditions and limitations imposed by the approval of the Secondary Treatment Unit employed. (approved Alternative Chambers may be installed with or without aggregate for the disposal of effluent from an approved Secondary Treatment Unit, see paragraph 11(e) below.) For upgrades only, a reduction in the depth to groundwater and/or a reduction in the pervious material may be taken in accordance with the conditions and limitations imposed by the Remedial Use Approval of the Secondary Treatment Unit employed. In no case, shall the reductions allowed under the Secondary Treatment Unit approval be made less stringent. In no case, shall the reductions allowed under the Secondary Treatment Unit approval be combined with any reduction provided by this Approval or combined with any reduction that may be allowed under the procedures of Local Upgrade Approval or the variance procedures of 310 CMR 15.401-415. c) For the upgrade of a system, installations without secondary treatment are entitled to reductions in depth to groundwater or depth of naturally occurring pervious material only to the limits that may be allowed by the LAA under the procedures of Local Upgrade Approval or the variance procedures of 310 CMR 15.401-415. d) The use of aggregate as specified in Title 5, 310 CMR 15.247 is not required. Standard Conditions for Alternative Soil Absorption Systems Page 8 of 16 General Use and Remedial Use Approvals Last revised March 5, 2018 Chambers Specific Standard Conditions, e) The installation of approved Alternative Chambers with aggregate is allowed provided that it complies with the aggregate requirements of 310 CMR 15.247. However, when approved Alternative Chambers are installed with aggregate the reduction in effective leaching area provided by Standard Conditions II (8) and (9) is not allowed. Only when upgrading a system, approved Alternative Chambers installed with aggregate may be allowed a reduction in effective leaching area (up to 25%) under the limitations and procedures of a Local Upgrade Approval (3 10 CMR 15.401-405). f) Effluent pressure distribution shall be provided for actual or design flows of 2,000 gpd or greater and shall be designed in accordance with Department guidance. The effluent loading rates provided in 310 CMR 15.242(1)(b) for pressure distribution may be utilized, but no reduction in the effective leaching area as may be provided under this Approval may be taken when using the loading rates for pressure distribution, as stated in the regulation. 12. All System control units, valve boxes, distribution piping, conveyance lines and other System appurtenances shall be designed and installed to prevent freezing. 13. When pumping is required to a distribution box or to a SAS pressure distribution tank, the System pump chambers/tanks shall be equipped with sensors and high-level alarms to protect against high water due to pump failure, pump control failure, loss of power, system freeze ups, backups, etc. Emergency storage shall be provided when pumping to discharge is employed, including but not limited to, pressure distribution. Emergency storage capacity for wastewater above the high level alarm shall be provided equal to the daily design flow of the System including an additional allowance for the volume of all drainage which may flow back into the System when pumping has ceased. 14. System control panel(s) including alarms and controls shall be mounted in a location always accessible to the operator (Service Contractor). Any System malfunction and high water alarms shall be readily visible and audible for the facility occupants and the Service Contractor and shall be connected to circuits separate from the circuits serving the operating equipment and pumps. 15. The System shall not include any relief valve or outlet for the discharge of wastewater to prevent flooding of the system, back up or break out. 16. Any System structures with exterior piping connections located within 12 inches of or lower than the Estimated Seasonal High Groundwater elevation shall have the connections made watertight with neoprene seals or equivalent. 17. In compliance with 310 CMR 15.240(13), a minimum of one (1) inspection port shall be provided within the SAS consisting of a perforated four inch pipe placed vertically down to the elevation of the SAS interface with the underlying unsaturated pervious Standard Conditions for Alternative Soil Absorption Systems Page 9 of 16 General Use and Remedial Use Approvals Last revised March 5, 2018 soils to enable monitoring for ponding. The pipe shall be capped with a screw type cap and accessible to within three inches of finish grade. (A locking cap at -grade is preferred) Facilities with multiple SAS's shall have an inspection port in each. 18. Upon submission of an application for a Disposal System Construction Permit (DSCP), the Designer shall provide to the Local Approving Authority: a) proof that the Designer has satisfactorily completed any required training by the Company for the design and installation of the Technology; b) certification of the design by the Company for any residential system with a design of 2,000 gpd or more or for any proposed non-residential system or if required by the Special Conditions for an approved Technology; c) certification by the Designer that the design conforms to the Approval, any Company Design Guidance, and 310 CMR 15.000; and d) a certification, signed by the Owner of record for the property to be served by the Technology, stating that the property Owner: i. has been provided a copy of the Title 5 UA technology Approval, the Owner's Manual, and the Operation and Maintenance Manual, and the Owner agrees to comply with all terms and conditions; ii. for Systems installed under a Remedial Use Approval, the owner agrees to fulfill his responsibilities to provide written notification of the Approval to any new Owner, as required by 310 CMR 15.287(5); iii. if the design does not provide for the use of garbage grinders, the restriction is understood and accepted; and iv. whether or not covered by a warranty, the System Owner understands the requirement to repair, replace, modify or take any other action as required by the Department or the LAA, if the Department or the LAA determines the System to be failing to protect public health and safety and the environment, as defined in 310 CMR 15.303. 19. The System Owner and the Designer shall not submit to the LAA a DSCP application for the use of a Technology under this Approval if the Approval has been revised, reissued, suspended, or revoked by the Department prior to the date of application. The Approval continues in effect until the Department revises, reissues, suspends, or revokes the Approval. 20. The System Owner shall not authorize or allow the installation of the System other than by a locally approved Installer and, if required by the Company, a person certified or trained by the Company to install the System. 21. Prior to the commencement of construction, the System Installer must certify in writing to the Designer, the LAA, and the System Owner that (s)he is a locally approved System Installer and, if required by the Company, is certified by or has received appropriate training by the Company. Standard Conditions for Alternative Soil Absorption Systems Page 10 of 16 General Use and Remedial Use Approvals Last revised March 5, 2018 22. The Installer shall maintain on-site, at all times during construction, a copy of the approved plans, the Owner's manual, the O&M manual, and a copy of the Approval. 23. Prior to the issuance of a Certificate of Compliance the following shall be provided: a) the System Installer and Designer must provide certification in writing to the LAA that the System has been constructed in compliance with the terms of the Approval; and b) For System ul)xr des installed under a Remedial Use Approval the System Owner shall provide a copy of record and/or register the Deed Notice required by 310 CMR 15.287(10), to the LAA. The Deed Notice shall be completed as follows: i. a certified Registry copy of the Deed Notice bearing the book and page/or document number; and ii. if the property is unregistered land, a copy of the System Owner's deed to the property as recorded at the Registry, bearing a marginal reference on the System Owner's deed to the property. The Notice to be recorded shall be in the form of the Notice provided by the Department. 24. The Department has not determined that the performance of the System will provide a level of protection to public health and safety and the environment that is at least equivalent to that of a sanitary sewer system. a) If it is feasible to connect a new or existing facility to the sewer, the Designer shall not propose an Alternative System to serve the facility and the facility Owner shall not install or use an Alternative System; and b) When a sanitary sewer connection becomes feasible after an Alternative System has been installed, the System Owner shall connect the facility served by the System to the sewer within 60 days of such feasibility and the System shall be abandoned in compliance with current Code requirements, unless a later time is allowed in writing by the Department or the LAA. III. Operation and Maintenance For Systems with design flows of 2,000 gpd or greater where the effective leaching area installed is less than 75% of that required by Title 5 (3 10 CNIR 15.240(4)), measurement of the depth of ponding within the SAS above the interface with the underlying unsaturated pervious soils shall be performed once per year by means of the inspection port(s) and any other available access to the distribution system. Inspector must be an Approved System Inspector. 2. Whenever an Alt. SAS system's inspection port ponding depth is measured and indicates the ponding level within the SAS is above the invert of the distribution system, an additional measurement shall be made 30 days later. If the subsequent reading indicates the elevation of ponding within the SAS is above the invert of the distribution system, the System Owner shall be responsible for the submittal to the Standard Conditions for Alternative Soil Absorption Systems Page 11 of 16 General Use and Remedial Use Approvals Last revised March 5, 2018 LAA within 60 days of the follow-up inspection, a written evaluation of the System with recommendations for changes in the design, operation, and/or maintenance. The written evaluation with recommendations shall be prepared by a Designer and the submission shall include all monitoring data and inspection reports for the previous 3 years. Recommendations shall be implemented, as approved by the LAA, in accordance with an approved schedule, provided that all corrective measures are implemented consistent with the limitations described in Paragraph IVA. 3. For Systems less than 2,000 gpd or facilities where the effective leaching area installed meets the requirements of Title 5, the System shall not be required to be inspected at any greater frequency than would be required if the facility was served by a conventional system, unless the LAA, Company, or Designer requires more frequent inspection. 4. If at any time a septic system with an Alt. SAS is inspected by a System Inspector, the following shall be recorded, at a minimum: a) date, time, air temperature, and weather conditions; b) observations for objectionable odors; c) observations for signs of breakout of sanitary sewage in the vicinity of the Alternative System; d) depth of ponding within the SAS; e) identification of any apparent violations of the Approval; f) since the last inspection, whether the system had been pumped with date(s) and volume(s) pumped; g) sludge depth and scum layer thickness, if measured; h) when responding to alarm events, the cause of the alarm and any steps taken to address the alarm and to prevent or reduce the likelihood of future similar alarm events; i) field testing results when performed as part of the site visit; j) samples taken for laboratory analysis and results of previous samples, if any k) any cleaning and lubrication performed; 1) any adjustments of control settings, as recommended or deemed necessary; m) any testing of pumps, switches, alarms, as recommended or deemed necessary; n) identification of any equipment failure or components not functioning as designed; o) parts replacements and reason for replacement, whether routine or for repair; and p) further corrective actions recommended, if any. 5. The System Owner shall maintain copies of any service records or inspection reports and all reports and notifications to the LAA for a minimum of three years. Standard Conditions for Alternative Soil Absorption Systems Page 12 of 16 General Use and Remedial Use Approvals Last revised March 5, 2018 6. Unless directed by the LAA to take other action, the System Owner shall immediately cease discharges or have wastewater hauled off-site, if at any time during the operation of the Alternative System the system is in failure as described in 310 CMR 15.303(1)(a), items 1 or 2 (sewage backing up into facilities or breaking out to the surface). IV. Additional System Owner Requirements 1. For System upgrades installed under Remedial Use Approval, prior to signing any agreement to transfer any or all interest in the property served by the System, or any portion of the property, including any possessory interest, the System Owner shall provide written notice, as required by 310 CMR 15.287(5), of all conditions contained in the Approval to the transferee(s). Any and all instruments of transfer and any leases or rental agreements shall include as an exhibit attached thereto and made a part of thereof a copy of the Approval for the System. The System Owner shall send a copy of such written notification(s) to the LAA within 10 days of giving such notice to the transferee(s). 2. The System Owner shall not install, modify, upgrade, or replace the System except in accordance with a valid DSCP issued by the LAA which covers the proposed work. 3. Upon determining that the System is failing to protect public health and safety and the environment, as defined in 310 CMR 15.303, the System Owner shall be responsible for the notification of the LAA within 24 hours of such determination. 4. In the case of a System that has been determined to be failing to protect public health and safety and the environment, an equipment failure, alarm event, components not functioning as designed, components not functioning in accordance with manufacturers' specifications, or violations of the Approval, the System Owner shall provide written notification within five days, describing corrective measures to the local board of health and the Company and may only propose or take corrective measures provided that: a) all emergency repairs, including pumping, shall be in accordance with the limitations and permitting requirements of 310 CMR 15.353; b) the design of any repairs or upgrades are consistent with the System Approval; c) the design of any repairs or upgrades requiring a DSCP shall be performed by a Designer who is a Massachusetts Registered Professional Engineer or a Massachusetts Registered Sanitarian, provided that such Sanitarian shall not design a system with a discharge greater than 2,000 gallons per day. d) the installation of any repairs or upgrades requiring a DSCP shall be done by an Installer with a currently valid Disposal System Installers Permit and, if training is required, the Installer shall be certified by the Company as qualified to install the System. 5. To determine whether cause exists for modifying, revoking, or suspending the Approval or to determine whether the conditions of the Approval have been met, the Standard Conditions for Alternative Soil Absorption Systems Page 13 of 16 General Use and Remedial Use Approvals Last revised March 5, 2018 System Owner shall furnish the Department any information that the Department requests regarding the System, within 21 days of the date of receipt of that request. 6. The Approval shall be binding on the System Owner and on its agents, contractors, successors, and assigns, including but not limited to the Designer, Installer, and Service Contractor. Violation of the terms and conditions of the Approval by any of the foregoing persons or entities, respectively, shall constitute violation of the Approval by the System Owner unless the Department determines otherwise. V. Company Requirements 1. The Approval shall only apply to the model unit(s) with the same model designation(s) specified in the System Approval and meet the same specifications, operating requirements, and plans, as provided by the Company or its authorized agent at the time of the application. Any proposed modifications of the unit(s), installation requirements, or operating requirements shall be subject to the review of the Department for inclusion under a modification of the Approval. The Designer shall be responsible for the selection of the appropriate model unit(s) as applicable. The Company shall be responsible for verification of the appropriate model unit(s) as part of any review of proposed installations that may be required by Paragraph V.3 of these Standard Conditions or the Special Conditions in the Approval. 2. Prior to submission of an application for a DSCP, the Company or its authorized agent shall provide to the Designer and the System Owner: a) All design and installation specifications and requirements; b) An owner's manual and, if alarms are provided, including response procedures; c) A copy of the Company's warranty; and d) If training or certification is required by the Company, lists of qualified Designers, Installers, and Service Contractors. 3. Prior to the submission of an application for a DSCP, for all nonresidential Systems and any System with a design flow of 2,000 gpd or greater, the Company shall submit to the Designer and the System Owner, a certification by the Company or its authorized agent that the design conforms to the Approval and all Company requirements and that the proposed use of the System is consistent with the Technology's capabilities. The authorized agent of the Company responsible for the design review shall have received technical training in the Company's products. 4. If the Company requires trained or certified Designers, Installers, or Service Contractors, the Company or its authorized agent shall make available programs of training and continuing education, as necessary. The Company or its authorized agent shall maintain, annually update, and make available by February 15th of each year, lists of trained or certified Designers, Installers, and Service Contractors. If training or certification is required, the Company shall not sell the Technology to an Installer unless the Installer is trained or certified to install the System by the Company. Similarly, if training is required, the Company shall ensure distributors Standard Conditions for Alternative Soil Absorption Systems Page 14 of 16 General Use and Remedial Use Approvals Last revised March 5, 2018 and resellers of the Technology shall not sell the Technology to an Installer unless the Installer is trained or certified to install the System by the Company. 5. As part of any training programs for Designers, Installers, or Service Contractors, the Company or its authorized agent shall provide each trainee with a copy of this Approval with the design, installation, O&M, and owner's manuals that were submitted as part of the Approval. 6. The Company shall provide, in printed or electronic format, the System design, installation, O&M, and Owner's manuals, and any updates associated with this System Approval, to the System Owners, Designers, Installers, Service Contractors, vendors, resellers, and distributors of the System. Prior to publication or distribution in Massachusetts, the Company shall submit to the Department for review a copy of any proposed changes to the manual(s) with reasons for each change, at least 30 days prior to issuance. The Company shall request Department approval for any substantive changes which may require a modification of the Approval. 7. Prior to its sale of any System that may be used in Massachusetts, the Company shall provide the purchaser with a copy of this Approval with the System design, installation, O&M, and Owner's manuals. In any contract for distribution or sale of the System, the Company shall require the distributor or seller to provide the purchaser of a System for use in Massachusetts with copies of these documents, prior to any sale of the System. 8. To determine whether cause exists for modifying, revoking, or suspending the Approval or to determine whether the conditions of the Approval have been met, the Company shall furnish the Department any information that the Department requests regarding the Technology within 21 days of the date of receipt of that request. 9. Within 60 days of issuance by the Department of these Conditions and any other revisions to the Approval, the Company shall provide written notification of changes to the Approval to all distributors and resellers of the System. 10. The Company shall provide written notification to the Department's Director of the Wastewater Management Program at least 30 days in advance of the proposed transfer of ownership of the technology for which this Approval is issued. Said notification shall include the name and address of the proposed owner containing a specific date of transfer of ownership, responsibility, coverage and liability between them. All provisions of this Approval applicable to the Company shall be applicable to successors and assigns of the Company, unless the Department determines otherwise. 11. The Company shall maintain copies of: a) the Approval; b) the installation manual specifically detailing procedures for installation of its System; Standard Conditions for Alternative Soil Absorption Systems Page 15 of 16 General Use and Remedial Use Approvals Last revised March 5, 2018 c) an owner's manual and, if alarms are required, including alarm response procedures; d) a copy of the Company's warranty; and e) if training or certification is required, lists of qualified Designers and Installers. 12. The Company shall maintain the following additional information for `Treatment with Disposal' Systems installed in Massachusetts, and make it available to the Department within 30 days of a request by the Department: a) the address of each facility where the System was installed, the Owner's name and mailing address (if different), the type of use (e.g. residential, commercial, institutional, etc.), the design flow, the model installed; and b) the installation date, start-up date, current operational status. 13. The Approval shall be binding on the Company and its officers, employees, agents, contractors, successors, and assigns, including but not limited to dealers, distributors, and resellers. Violation of the terms and conditions of the Approval by any of the foregoing persons or entities, respectively, shall constitute violation of the Approval by the Company unless the Department determines otherwise. Vl. General Requirements 1. Any System for which a complete Disposal System Construction Permit ("DSCP") Application is submitted while the Approval is in effect, may be permitted, installed, and used in accordance with the Approval, unless and until: a) the Department issues modifications or amendments to the Approval which specifically affect the installation or use of a System installed under the Approval for the System; or b) the Department, the local approval authority, or a court requires the System to be modified or removed or requires discharges to the System to cease. 2. All notices and documents required to be submitted to the Department by the Approval shall be submitted to: Director Wastewater Management Program Department of Environmental Protection One Winter Street - 5th floor Boston, Massachusetts 02108 3. The Department may suspend, modify or revoke the Approval for cause, including, but not limited to, non-compliance with the terms of the Approval, for obtaining the Approval by misrepresentation or failure to disclose fully all relevant facts or any change in or discovery of conditions that would constitute grounds for discontinuance of the Approval, or as necessary for the protection of public health, safety, welfare or the environment, and as authorized by applicable law. The Department reserves its Standard Conditions for Alternative Soil Absorption Systems Page 16 of 16 General Use and Remedial Use Approvals Last revised March 5, 2018 rights to take any enforcement action authorized by law with respect to the Approval and/or the System against the Company, a System Owner, a Designer, an Installer, and/or Service Contractor. Tphlaamtltelnt poNpa shown n shla san tbsarapMomTepuoy.h nd Town and its conauhams ars not responaide torthe mI, or mlarepresematlon a the data. 0 2500 5000 ft Printed on 09/06/2023 at 12:14 PM rt �f —�_ Edae of Pavement ��8uiltlinpa Parcels DEP Wetlands Watland Cranberry Bog DCPC NHSEP Estimated Hab NHESP Primary Habits Town Boundary 1 MA Hi hwa s ntersyate US Hiaqhwa Numbered Route Abutting Towns Bathometry 0-5 fl 5-10 ft 10.15 ft 1580 ft 20-30 ft 30.40 ft 40-50 ft 50-60 ft MapsOnline by PeopleGIS w . ��� j .. ..�/�/�' � %ice 3 SE ( 'PT- I'D INSPECTION' RI IJ, T.k Z x I 'J;k4 [-OT- 5A'- _RZEL LOvCiz-5 Ares To Ge-A4DE F Depth to Groundwateft -i c Method Of : -Determination I mauls a&kJ.ohqson !gLatip'l- -Fia ch.t_Q I 11 - J-7 Itf 00 n &Zr a& 'AiE fAfw. LOT (RUN YE A RELOICATE WHERE NEMWR� 359 OR LESS OF THE TOTAL SAND MAY BE GRAVEL 40%-90% OF THE TOTAL SAND IS TO BE COARSE AND VERY COARSE SAND - GRAVEL QUALITY RESTRICTIONS; NO GRAVEL IS TO EXCEED 3/4" DIAMETER- NO GRAVEL IS SMALLER THAN 2MM .787" IN DIAMETER. (IT MUST NOT PASS THROUGH A #10 SEIVE.) 15' TO B.O. .. EL.=81,32 .��,.. Al � PROPOSED C LOW VENT " EL.=84,6. PROPOSED 6" HIGH VENT EL -=94.6 PROPOSED INSPEC.TION •"�. �` '. ,r . , ._-�,*�*:p PORT (TYP) PROPOSED SUMP DRAIN SEE DETAIL) tIS rim' 27 - ALL CONFIGURATIONS OF ENVIRO-SEPTIC REQUIRE A MINIMUM OF " ,'.*5) % --- 00 mi OF SYSTEM SAND SURROUNDING THE CIRCUMFERENCE OF THE PIPE. SAO PERCENTAGE RESTRICTIONS: HJT 359 OR LESS OF THE TOTAL SAND MAY BE GRAVEL 40%-90% OF THE TOTAL SAND IS TO BE COARSE AND VERY COARSE SAND - GRAVEL QUALITY RESTRICTIONS; NO GRAVEL IS TO EXCEED 3/4" DIAMETER- NO GRAVEL IS SMALLER THAN 2MM .787" IN DIAMETER. (IT MUST NOT PASS THROUGH A #10 SEIVE.) COARSE AND QUALITY SAND RESTRICTIONS: NO COARSE SAND 1S SMALLER THAN 0.5MM ,UtB6n IN DIAMETER. {IT MUST NOT PASS THROUGH A #35 SEIVE.) FINES QUALITY RESTRICTIONS: NO MORE THAN 2% OF THE TOTAL SAND MAY PASS THROUGH A #200 SEIVE. Bf,VCH41,4 RK ~� C-33 (CONCRETE SAND) MEMS THE ABOVE REQUIREMENTS. `I'SURROUNDING-SAND SjJfj ,yy�Jf iff � f I / r a D CI` 0V..'T -- `# iVA VD 88 1l Llrt) +r {i r {3). ONLY SURROUNDING SAND MAY BE PLACED UNDER RAISED SYSTEMS OR WHERE TOP SOIL AND SOIL HORIZONS WITH ORGANIC MATTER HAVE BEEN REMOVED - r� . fA10) E IS TING 3040 04Z L O?V ZPTI TANK 6" INV IN & -8 .29 ' 1'VV OUT .E1. = 05 (CONTRACTOR SHALL CONFIRM EXISTING TANK IS RATED FOR H-20 LOADING) (CONTRACTOR SHALL FILL TANK WFFH CONCRETE OR FLDWABLE FILL TO 61; PROPOSED 102' LONG x 37.5' WIDE ADVANCED ENVIRO-SEPTIC. WASTEWATER TREATMENT SYSTEM WITH 2,400 LINEAR FEET OF PIPE (3,825 5,F. SAND BED) i-4STIN ' GAS LINE A.PPPDX L0G',ATION) (REMOVE A RELOCATE WHERE NECESSARY) 61!5P SA_S' (ABANDON) (REMOVE WHERE NECESSARY) PROPOSED 1t -OUTLET D -BOX PROP. 8„ PVC SCH 40 616-9618�1 J 7p'W PROPOSED FUJI CLEAN c USA MODEL CE30 4f SECONDARY TREATMENT 1° E'1 ADX 6" INV 1 iL. =9 Ir �— INS! OUT EL. =80.9,5 (REMOVE) x. PROP. BALL VALVE (TYP) "L PROP. SPLITTER D-BOX k { I }k .•`y 85.3+ 70 � 036r r'r /' EI'1, ThV' 6 WOOD NAB rr +'i17 ISI _(REMOVE & REPLACE ! 'b". 1,-r ; I WHERE NECESSARY) x±} I' PROP. $ PLIC .21SCH 40 " Ply' LI-WER LINE 00506 6 WA T -h' METE,? � `T REDUCE VOLUME INSIDE OF TANK TO 4,000 CPD) (CONTRACTOR SHALL CHECK FOR STRUCTURAL INTEDRFTY PRIOR 74 FILLING {ALL ELECTRIC WORD AND RETAIN IF POSSIBLE) DESIGNED BY OTHERS) (CONTRACTOR TO COORDINATE DEPTH OF TANK FILL WITH CIVIL ENGINEER) x { ' A. 1 w' h 4 G &A& 11V PA AIE'VT ELE ,470N = 878.E (M4VD 88 LAR)A0 PROPOSED SACUT (TYP) REMOVE & REPLACE PAVEMENT (360 S.F.) h . h ti s h PROPOSED UNDERGROUND ELECTRIC FOR FUJI 6 hk CLEAN AIR BLOWER AND ALARM ,�, ( a k � .�{ PROPOSED AIR BLOWER PUF�P 0VITr PROPOSED ALARM CONTROL PANEL h (PROVIDE SERVICE CONTACT INFCRM00N ON CONTROL PANEL) TR45H j R=e ;0 s h *ELECTRICAL PERMIT REQUIRED FOR FUJI GLEAN AIR BLOWER. EXISTING 5dHI h INV I "=8J. ANY ELECTRICAL WORK MUST BE DONE BY A UCEI�SED 6 EL. 8 3 �'- RvC ELECTRICIAN, WHO MUST HAVE WORD INSPECTED AND " INV OtIT EL -=85,75 APPROVED BY THE TOWN WJRING INSPECTOR. MY ELECTRICAL CONNECTIONS SHALL BE CONNECTED TO AN ELECTRICAL I 20 h � ' 0 � 20 40 60 SERVICE THAT IS THE RESPONSIBILITY OF THE ASSOCIATION I � AND NOT AN INDIVIDUAL UNIT OWNER. } :k. A, f .' (APP= 104 ) (RaVlk & RELOVA1 t WHERE WLTSSW 1) SYSTEM TO BE INSTALLED IN ACCORDANCE WITH PRODUCT DESIGN AND INSTALLATION MANUAL, STATE AND LOCAL REGULATIONS- FOR PRODUCT INFORMATION OR THE NEAREST DEALER CONTACT PRESBY ENVIRONMENTAL, INC., 143 AIRPORT ROAD, WHITI:FIELD, NEW HAMPSHIRE 03598 - RHONE 1-800-475--5298 - WW .PRESBY ENVIRONMENTAL.COM 2) MINIMUM OF $„ OF MEDIUM TO COARSE SAND WITH LESS THAN 2% PASSING A # 200 SIEVE REQUIRED AROUND CIRCUMFERENCE OF ENVIRO-SEPTIC PIPES. (SEE ENVIRO-SEPTIC & SIMPLE -SEPTIC LEACHING SYSTEMS DESIGN AND INSTALLATION MANUAL FOR COMPLETE SAND AND FILL SPECIFICATIONS.) 3) DO NOT INSTALL SYSTEM ON FROZEN GROUND OR LEAVE SYSTEM UNCOVERED FOR EXTENDED PERIODS OF TIMI=. 4) NO VEHICLE TRAFFIC, SNOW REMOVAL, OR DEEP ROOTED VEGETATION IS PERMITTED OVER SYSTEM COMPONENTS UNLESS OTHERWISE SPECIFIED. 5) NO DRAINS, NOT TUBS, SAUNAS, GARBAGE DISPOSALS, WATER SOFTENERS, ETC-, SHALL BE INCORPORATED INTO THIS SYSTEM UNLESS OTHERWISE SPECIFIED. 6) THE SYSTEM OWNER SHALL HAVE THE SYSTEM INSPECTED ANNUALLY BY AN OPERATOR TRAINED BY THE COMPANY AND SHALL SUBMIT THE RESULTS OF THAT INSPECTION, ON A TECHNOLOGY CHECKUST, TO THE LOCAL APPROVING AUTHORITY. 7) THE SYSTEM OWNER SHALL RECORD AT THE APPROPRIATE REGISTRY OF DEEDS, A NOTICE DISCLOSING THE EXISTENCE OF THE ALTERNATIVE SEPTIC SYSTEM ON THE PROPERTY AND D.E.P.'S APPROVAL OF THE SYSTEM. WHEN THE PROPERTY IS UNREGISTERED LAND THE NOTICE SHALL BE MARGINALLY REFERENCED ON THE OWNER'S DEED TO THE PROPERTY. WITHIN 30 DAYS OF RECORDING THE NOTICE, THE SYSTEM OWNER SHALL SUBMIT TO THE DEPARTMENT AND THE LOCAL APPROVING AUTHORITY i) A CERTIFIED REGISTRY COPY OF THE NOTICE BEARING THE BOOK AND PAGE AND(ii) A REGISTRY COPY OF THE {OWNER'S DEED TO THE PROPERTY, BEARING THE MARGINAL REFERENCE. 8) INSTALLER SHALL BE CERTIFIED BY PRESBY ENVIRONMENTAL INC. c r11 c`AAIli .)Do 0 200 400 600 66044.0' Krvit GRADY CL Sac I " = 20' East LOCUSlop rx -.. -n f#r4f+i*�1 LOCATION MAP SCALE: I"=20 DECEMBER 20, 2023 l BOH REVIEIN_OIk�ENTS SEPTIC REPAIR PLAN SYSTEM 12-2 TREVOR LANE BREWSTER, MASSACHUSETTS PREPARED FOR. JULY 27, 2023 SEPTIC PRESERVATION SERVICES SCALE. DIARIES 102 WEST MAID STREET JOB No- 23-060 NORTON, MA 02766 GRADY CONSULTING, L.L.C. Carr! Engineers, Land Surveyors & Londscope Arch;#ec'ts 1 Evergraerr Street, 5uite 1, Kingston, SIA 0.2J64 Phone (791) -2JO0 SHEET I OF 4 ALL CONFIGURATIONS OF ENVIRO-SEPTIC REQUIRE A MINIMUM OF " OF SYSTEM SAND SURROUNDING THE CIRCUMFERENCE OF THE PIPE. PERCENTAGE RESTRICTIONS: 359 OR LESS OF THE TOTAL SAND MAY BE GRAVEL 40%-90% OF THE TOTAL SAND IS TO BE COARSE AND VERY COARSE SAND - GRAVEL QUALITY RESTRICTIONS; NO GRAVEL IS TO EXCEED 3/4" DIAMETER- NO GRAVEL IS SMALLER THAN 2MM .787" IN DIAMETER. (IT MUST NOT PASS THROUGH A #10 SEIVE.) COARSE AND QUALITY SAND RESTRICTIONS: NO COARSE SAND 1S SMALLER THAN 0.5MM ,UtB6n IN DIAMETER. {IT MUST NOT PASS THROUGH A #35 SEIVE.) FINES QUALITY RESTRICTIONS: NO MORE THAN 2% OF THE TOTAL SAND MAY PASS THROUGH A #200 SEIVE. ASTM STANDARD C-33 (CONCRETE SAND) MEMS THE ABOVE REQUIREMENTS. `I'SURROUNDING-SAND r -- `# SURROUNDING SAND SHOULD BE EITHER SYSTEM SAND OF TITLE 5 FILL, 310 CMR 15,255 {3). ONLY SURROUNDING SAND MAY BE PLACED UNDER RAISED SYSTEMS OR WHERE TOP SOIL AND SOIL HORIZONS WITH ORGANIC MATTER HAVE BEEN REMOVED - r� .)Do 0 200 400 600 66044.0' Krvit GRADY CL Sac I " = 20' East LOCUSlop rx -.. -n f#r4f+i*�1 LOCATION MAP SCALE: I"=20 DECEMBER 20, 2023 l BOH REVIEIN_OIk�ENTS SEPTIC REPAIR PLAN SYSTEM 12-2 TREVOR LANE BREWSTER, MASSACHUSETTS PREPARED FOR. JULY 27, 2023 SEPTIC PRESERVATION SERVICES SCALE. DIARIES 102 WEST MAID STREET JOB No- 23-060 NORTON, MA 02766 GRADY CONSULTING, L.L.C. Carr! Engineers, Land Surveyors & Londscope Arch;#ec'ts 1 Evergraerr Street, 5uite 1, Kingston, SIA 0.2J64 Phone (791) -2JO0 SHEET I OF 4 1.5 Ten Stages of wastewaWr Treatment Advanced En viro-SepticK &A.& with Treatment SyStern Ten steps of ws]tW water treatment: Advanmd Enviro-SepficS (Ag� %) treats nH uent mare eifi-,entiytc provide longer system Ilfc enc'to protect The e w _r.Renk - SEWN SEAM (ALWAV$ UPf LOGS --,-AIR SPACE ' WIDE X 2' DEEP LEACHING TRENCHES SCUM 100 X 6 SF/LF = 5,400 r,2l EFFLUENT —_ -SLUDGE: I I �f�'�CcgLFi2A7np�fP4�x� i SYSTEM SAND — — ORO SS - f 9 skclMt,uk:Ix TAGS x 1GEO-TEXTILE--_ RIDGSg �I4diiIC F ARS r 11310,4CCELERATORO ���11FABR IC Stage t: Lftrm effluent enters the pipe ane is o +.o ground temperatwe. Stage 2: Suspended acids separsce from tie Cc#ed liquid effhent. Stage a: Simmers further csptwre 5;lrcq.+e and suspended solida km the existing g1fluenk Stage 9: Plpc ridges allow the effluent !o 11cw.. unintorr Opted smund Me aroum+.e-errt:F of t.e Pipe aria aici in Mwk-.g 5tage S; The AES Elia. lerawr(b f 0 t Scri is additional E,alids hem the emi,en2 enhances and accele-ales treatmettL fartditales quirk start-up after oeriatis pt npn_use. pTnvides addihnfi$j %urFace arae for bacleny granth, promotes ev4!n dist' bution, and furher pmtects outef I2yerg and the receiving surfaces $o trwy remain permeehle Stage & A mat of curse, randomly -n *0M libers separates -x>re suspended scgit k from flee effluen=. Statge 7' Effluent passes i^to the geeAex'ily fabr,cs wd gixmsa orcteL-ed bacterial rwrface. Stage 8: Sand wiokt liquid.' hon the geo-iert le rab-ica and en=es all to teanslnf ha Ere bacterial surface Stage 9: The faLiies and 1-Uci% provide a large bac-serial surface to break c!�wm sulwis Stage 10: krr mole air supply and fluctuatrng liquid levels ncresse W rlal elflcioncy Ac". Aftrnativa SAS m'Tfeatment D & I Manual lc~ VA. C 'r�%by Enwircnmenta,! Inc. GcYr mbw 2016 Ed tion .2. ADVANCED ENVIR -SEPTIC PIPE CROSS-SECTION (NOT TO ,SLE) +81 EL= 78.00 BALL VALVE SEALED DRAIN SUMP - . + W IN SEWER MANHOLE 0' CAST IRON COVER EL= 78-50 T AT FINISH GRADE (SEE DETAIL) 4°' PVC SCH 40 SUMP DMN LINE 3" SYSTEM SAND 12" ADVANCED ENVIRD-SEPTIC PIPE . 6m SYSTEM SAND PROP, 6" LOW VEh PROP, INSPECTION PORT (1 PROP, MANHOLE SUMP DRAIN PROP, 24 - 100' LENGTHS OF ADVANCED ENVIRO-SEPTIC PIPE rir%,^n tR , -1 r grin REPLACE EXISTING RLT'ER Wf INS -FALL CAST IRON ACCESS POLY-LOK '-_-525 EFFLUENT COVER AT FINISH GRADE FUER (OR "* PROP. HIGH VENT ----------- -------------- ------------------------ SUPPORT LEC EL.=94,6 }'= w INSTALL CAST IRON ACCESS _ 4" CAST IRON MANHOLE z ^-----T AT FINISH GRADE COVERS FLUSH WITH MIN DROP FROM -BOX �" M PVC BALL VALVE FINISH GRADE PVC TO PRESBY PIPE IN 36"MAX(84-3) LOW VENT &9 -671 Tr-_ (T1,P} TEE QA T FINISH GRADE 4„MIN 81.7 EL,=84-6 ,{” x}85.3 �� +84.3 } +81.$ f�\{'X -{r r� i _ __ ,[�' '� -" P{'k.r r1„ IVV -'- .. _A _ {Fi{ ..: ,,. Pw Q2 -; 5c= 40A." '3. FLOW LIN SCH 4" SCH 40 �+ � � � SCH 40 (MIN) SAND TT S�-Q. Irf:l w S=,005(MIN # f i , t' 21.1 EL,$i-5f' 1 S= 003{MINI-� f 4 CPUC L1, az,; 81.41 .. _ � �� � .. � . 6" CRUSHED STONE --------- 1--- - -- ---- FLOWABLE FILL OR PROPOSED I CONCRETE ;: ..:..:r,... REIN- CONC. SPUTTER DIST. BOAC 10 MIN - hof 11 OUTLETS MIN. TO BLDG''= , r ; X'STI�'d; (CONTRACTOR SHALL FILL TANK WITH CONCRETE OR FLOWABLE FILL TO REDUCE VOLUME INSIDE OF TALK TO 4,000 GPD) (CONTRACTOR SHALL VERIFY STRUCTURAL INTEGRITY & RETAIN IF POSSIBLE) (24 HOUR STORAGE) (COORDINATE WITH CIVIL ENGINEER TO CONFIRM VOLUME) SEPTIC NOTE 1. PROPERTY LINE DATA FROM PLAN ENTJTLED ',MASTER SITE PLAN TREVOR VILLAGE CONDOMINIUM" DATED JUNE 14, 1985. PLAN RECORDED A7 THE BARNSTABLE COUNTY REGISTRY OF DEEDS IN PLAN BOCK 401 OF 70 & 71. 2. TOPOGRAPHIC SURVEY PERFORMED BY GRADY CONSULTING, LLC DATED MARCH 1, 2023, SOILS TESTING BY ROBERT CARLEZON, GRADY CONSULTING, LLC WITNESSED BY HEALTH AGENT AMY VONHONE MARCH 16, 2021 4, CALL DIG SAFE 1-888-344-7233 AT LEAST 4 DAYS PRIOR TO COMMENCEMENT OF CONSTRUCTION. 5, NOTIFY TOWN AND GRADY CONSULTING PRIOR TO BACKFILLING OF SYSTEM. 6. NO KNOWN WELDS EXIST WITHIN 200' OF THE PROPOSED SYSTEM 7- THE SITE IS NOT LOCATED IN AN AQUIFER PROTECTfON ZONE If, 8, ALL SYSTEM COMPONENTS SHADE BE MARKED WITH MAGNETIC MARKING TAPE OR A COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED (310 CMR 15.221(12)) 9. NO STREAKS, SURFACE & SUBSURFACE DRAINS AND WETLANDS EXIST WITHIN 100 FT OF THE PROPOSED SYSTEM, 10. THE SITE IS NOT LOCATED IN A FLOOD PLAIN DISTRICT. 11. A GOLF COURSE EASEMENT IS LOCATED IN THE AREA OF TETE PROPOSED SYSTEM. 12. EXCAVATE ALL MATERIAL (A, B, C1 LAYERS) TO MEDIUM SAID C2 LAYER (60-84") DIRECTLY BELOW SYSTEM, REPLACE WITH CLEAN COARSE SAND IN ACCORDANCE WITH 310 COIR 15.255 (3). EXCAVATION TO BE INSPECTED BY GRADY CONSULTING L.L.C- AND TOWN PRIOR TO SOIL REPLACEMENT APPROXIMATE FERC SAND VOLUME = 102 X 37,5 X (81.3 — [(80,0+74.4)/2]) 7 + 0 _ 697E C.Y. 3,825 S.F. SAND BED PROPOSED 2,400 LINEAR FEET OF ADVANCED ENVIE O -SEPTIC PIPE PROPGSED 2,675-7 S -F_ SAND BED REQUIRED 2,268 LINEAR FEET REQUIRED SYSTEM LAYOUT (SCALE, 1"=10') NOTE; IN THE EVENT OF SYSTEM FAILURE, THE BOTTOM DRAIN AL✓_DWS EFFLUENT TO 12" (MIN) COVER REQUIRED BE PUMPED FROM THE SYSTEM WROUT REQUIRING EXCAVATION. SEE (H-10 LOADING) MANUFACTURERS SPECIFICATIONS FOR SYSTEM REJUVENATION- QVFNT GRASS AREA +84-3 n r',C)NNECT TL VF�PdTl Ln r, - DRILL SEVERAL 1/4-0-j , #TOLES TO DRAIN CONDENSAM 1 & PUCE WASHED STONE HOW TO ORh1N DDUBLE OFFSET ADAFTERS(typ) SAND 1.5' �,5' 15 37,5' TITLE V FILL: SEE 310 CMR 15.255 VENTT HOLE MUST BE ENLARGED TO 6" OR MANIFOLD TWO 4" OUTLETS BEFORE 1 Or 11 -OUTLET ATTACHING 6" VENT D -BOX 6R SAND BELOW PIPES (PAGE 46 OF AES MANUAL) ADVANCED EN R -SEPTIC LEACHING XTSECTIN NOT TO SCALE — PROP- D -BOX PROP, 6" PVC 6„ CRUSHED STONE PROPOSED -FUJICLEAN USA MODEL CE30 WASTEWATER TREATMENT TANKS IN PARALLEL dIIN, TO SLAB 1-12_ H 4 EL81,07 -. - EL -80.82 15" CRUSHED STONE � EL80,65 PROPOSED REIN. CONC. DIST. BOX W/11 OUR -EES MIN. 100' LONG ADVANCED ENVIRO SEPTIC PIPE J D SUMP DRAIN S=LEVEL - x'79 7 0,07 6" SAID 4A OSCH 40 PVC SEALED DRAIN - - 102 LINE (DOUBLE OFFSET ADAPTOR) 10' MIN. 14 USE: 1-102' LONG x 37.3' WIDE ADVANCED i ENVIRO—SEPTIC WASTEWATER TREATMENT SYSTEM *PER STANDARD CONDITIONS FOR ALTERNATIVE SOIL ABSORPTION SYSTEMS WITH GENERAL USE CERTIFICATION AND/OR APPROVED FOR REMEDIAL USE REVISED: MARCH 5, 2018, 14 d) THE DEPTH OF GROUNDWATER MAY BE GROUNDWATER EL. 70.40 REDUCED UP TO 2.00' (iz-pe)w WiTTI u,lf_'_TWV;) 47) SUBSURFACE SE1 A E DISPOSAL SYSTEM (NOT TO SCALE) SEPTIC DESIGN (NOT DESIGNED FOR GARBAGE GRINDER) 1, DESIGN DAILY FLOW: 18 UNITS 2 BR UNIT ;-- 36 BR. x 110 GPD T 3,960 GPD . SEPTIC TAI : 3,960 GPD x 2= 7,920 GAL. USE: 4,000 GAL .(MIN) IST COMPARTMENT (DETAIN EXISTING) (PER MANUFACTURER'S RECOMMENDATION USE: 4,000 GAL) USE. —FUJI CLEAN USA MODEL CE30 SECONDARY TREATMENT UNITS (IN PARALLEL) 3. LEACHING CHAMBERS, P.R. <2 MIN IM => CLASS I SOIL MEDIUM SAND {{�— USE E.L,R,=0.74 GPDS.F- D}AI ED ENV1 RO-SEPT CI _ DEQ (NOT DESIGNED FOR GARBAGE GRINDERS) *USE 3,960 GPD FOR ADVANCED ENVIRO-SEPTIC DESIGN CRITERIA TITLE 5 MINIMUM AREA = 3,960 GPD f 0.74 GPD/S.F. = 5,351.4 S1. PER CERTIFICATION FOR GENERAL USE SECTION II(3) _ 40 REDUCTION IN SOIL ABSORPTION SYSTEM ALLOWED 50 SIZE REDUCTION PER STANDARD CONDIBONS FOR SECONDARY TREATMENT UNITS =>10% ADDITIONAL REDUCTION IN SOIL ABSORPTION SYSTEM ALLOWED REQUIRED AREA =5,351.4 S.F. LESS 50 =2,675,7 S.F. USE- 1-102' LONG x 37,5' WIDE ADVANCED ENVIRO-SEPTIC PIPE LEACHING BED SYSTEM PROPOSED AREA: 102 FT X 37.5 FT = 3,825 S,F, > 2,675.7 S.F. ADVANCED ENVIRO-SEFFIC PIPE REQUIRED 420 LF FOR FIRST 6 BR + (70 L.1", X 3D 8R) = 2,520 LF REQUIRED (40 SIZE REDUCTION INCLUDED) ( SIZE REDII T110N PER STANDARD CONDITIONS FOR SECONDARY TREkTMENT UNfT ) 2,520 LF - (2,520 LF x 10) = 2,268 LF REQUIRED 2,400 LF PROPOSED 24-100 FT PIPES IN 12 COMBINATION SERIAL SEC71ON ADVANCED ENVIRO-SEPTIC MAX FLOW PER SERIAL SECTION = 500 GPD LOADING RATE MAX 3,960 f 500 = 7.9 SERIAL SECTIONS (MIN) - USE 8 SECTIONS CONVENTIONAL REPLACEMENT AREA LEACHING TRENCHES. P -R. <2 MIN/IN TITLE 5 MINIMUM AREA = 3,960 GPD f 0.74 GPD/S.F- = 5,351.4 S.F. USE 9 -100' LOGS LONG X ' WIDE X 2' DEEP LEACHING TRENCHES 9 X 100 X 6 SF/LF = 5,400 Y 0.74 = 3,996 > 3,960 GPD REQUIRED INSPECTIONS 1. AFTER EXCAVATION OF LEACHING AREA PRIOR TO INSTALLING SAND - 2. AFTER SYSTEM CONSTRUCTION PRIOR TO BACKFILLING - (ADDITIONAL INSPECTIONS MAY BE REQUIRED BY THE BOARD OF HEALTH) T.H, 1 501L 1H,#2 LOGS T.H.#3 T.H, 4 ' +� EL. 86.00 EL. 85,00 EL- 8_.1.40 EL. 82-00 ", = 0a-8" 0a-$� OR -8" 0"-8a ,�r► N � Y r A A A A 1 SANDY LL LOAM 85.33 SANDY LOAM 84.33 SANDY LOAM 80,73 SANDY LOAM 81.33 o 6264 U"-38" pp ❑--34" UIQ -34u Gra-34a Sts=` B B B B �' t� LOAMY SAND 82.83 LOAMY SAND 81.83 LOAMY SAND 78,57 LOAMY SAND 79.17 38"-60" 34"-58„ 34"-84" 34"-84" C1 C1 C1 C1 LOAMY SAND 81.00 LOAMY SAND 80,00 LOAMY SAND 74.40 LOAMY SAND 75,0 PERC PERC 60"-120° 58"-120 84u-132 X X84"--132" C2 C2 54"-72" C2 80"-98" C2 P.R, 2 P -R. 2 ICED SAND MED SAND MIN IN MED SAND MIN/IN MED SAND _76.04 75-04 70.40 71.00 D= 10-0" D= 10-0" D= 11-0" D= 11-00 NO WATER NO WATER NO WATER N4 WATER 10'-0n To _0 11' -OR 11' -OL LO (EL=76,00) (EL -=75-00) (EL. -70.40) (EL,=71.00) NO GROUND WATER ENCOUNTERED AT 132" (E- 70.40) BY GRADY CONSULTING, LLC. MARCH 16, 2023 REVISION - DECEMBER 20, 2023 11301-1 REVIEW_ 60MMENTS SEPTIC REPAIR PLAN SYSTEM 12-2 TREVOR LANE BREWSTER, MASSACHUSETTS PREPARED FOR: JULY 27, 2023 SEPTIC PRESERVATION SERVICE SCALE: VARIES 102 WEST MAIN STREET .JOB No, 23-060 MORTON, MA 02765 GRADY CONSULTIN9, L.L.C. Civil Engineers, Lard Sorvelors & Landscape ArchItects 1' Evergreen 'goat, 50e 1, Kingstot7, U4 02364 Picone 1 .585-2300 SHEET 2 OF 4 INLET BFFL 4" INLET PIP VEI REGI 6. .�. _ { o i — r PLACE WASHEtl - - r � _jJ � I$71�I��ITI CP! $ OX S70NEAROUND ENVIRO-SEPTIC-._.i ELBOW PIPE r}LAS w+:51 IES STONE -' A00014D EL13OW NIE{jy � ftQUWD . WATEWfAqLE ' z � HIGH GF OUND WATER TASiLE — - ORILLSEVERAL 11d'21MOL,E15AlOWPOINT OFELROW - TO ORAPN CONDENSA'I' ON Low FAINT NILM at ABOVE SEASONAL I+I Go 04ATER TA$L!E, VENTING DETAIL (NOT TO SCALE) PLAN VIE RECIRCULATION 18" MANHOLE 18" MANHOLE ASSEMBLY—\ 4" MANHOLE TEP VIE W .SIDE VIE W END VIE W L F VEL 4 ' IVC 4' PVC PI 0'ET ADAPTF 49FF,SET ADAPTER C VrRO-, EPTIC PIPE DO LE j INSERT P PIPE MORE E i�{ t7_SEprr�' pIpLr TH�}l,� 4' Ij�ETD DFF 'ET ADAPTER mKiKilZ'rTinKi f)�­TAII OUTLET PIPE ISINFECTIN YLINDER (OPTIONAL) FFLUENT IFLIFT PUMP DISINFECTION GYUNIDEF (OPTIONAL) FLOVV OPENING SECTION A -A VIEW S-8 7,r AERATION ASSEMBLY FIJI CLEAN MODEL CF30 DETAIL (NOT TO SCALE) (NOT TO SCALE) CHAMBER Volume (gal) Anaerobic Media Sedimentation Chamber 1,200 47% Anaerobic Filtration Chamber 7 Filling mate 5C#EEN VENT 550 4 REMOTE VENTING Of'E7diNGs Flower Disinfection Chamber - (t+�`_ Total Volume 3.233 j FRP -- ---�I 2. KNOCK—OUT OPENINGS FOR 4' PVC olaca�ls� , Piping PVC/PP/'PE Plastic 1 Cast Iron - ii13GUISE LOW VENT IN TRE$ ' DisinfecL nt (Optional) VENT IN SHI USS S. DEWN LOAD AASHTO Hs -20 - Y" MIN OVER ENVERO•BE PTIC PIPE 0: 2- MIN oak TOP X - _ �k:' 1 fII4AL{3RAOE W i a Z5;1\ OF DpSTI44at MDN sox MATERIAL 6. .�. _ { o i — r PLACE WASHEtl - - r � _jJ � I$71�I��ITI CP! $ OX S70NEAROUND ENVIRO-SEPTIC-._.i ELBOW PIPE r}LAS w+:51 IES STONE -' A00014D EL13OW NIE{jy � ftQUWD . WATEWfAqLE ' z � HIGH GF OUND WATER TASiLE — - ORILLSEVERAL 11d'21MOL,E15AlOWPOINT OFELROW - TO ORAPN CONDENSA'I' ON Low FAINT NILM at ABOVE SEASONAL I+I Go 04ATER TA$L!E, VENTING DETAIL (NOT TO SCALE) PLAN VIE RECIRCULATION 18" MANHOLE 18" MANHOLE ASSEMBLY—\ 4" MANHOLE TEP VIE W .SIDE VIE W END VIE W L F VEL 4 ' IVC 4' PVC PI 0'ET ADAPTF 49FF,SET ADAPTER C VrRO-, EPTIC PIPE DO LE j INSERT P PIPE MORE E i�{ t7_SEprr�' pIpLr TH�}l,� 4' Ij�ETD DFF 'ET ADAPTER mKiKilZ'rTinKi f)�­TAII OUTLET PIPE ISINFECTIN YLINDER (OPTIONAL) FFLUENT IFLIFT PUMP DISINFECTION GYUNIDEF (OPTIONAL) FLOVV OPENING SECTION A -A VIEW S-8 7,r AERATION ASSEMBLY FIJI CLEAN MODEL CF30 DETAIL (NOT TO SCALE) (NOT TO SCALE) SPECIFICATIONS CHAMBER Volume (gal) Anaerobic Media Sedimentation Chamber 1,200 47% Anaerobic Filtration Chamber 1,198 Filling mate Aerobic Contact Filtration Chamber 550 4 Storage Chamber ? 6 8 Flower Disinfection Chamber 17 Total Volume 3.233 SPECIFICATIONS 4 Anaerobic Media PP /.PE Filling bate 47% Board Tv.Fpe Aerobic Media PVC / PP / PF Filling mate 17% Aerobic Media PP I PE Filling Efate; 56% Flower 7 cfm PIPE PER FED. SPEC. SS -S-210, Tangy j FRP -- ---�I 2. KNOCK—OUT OPENINGS FOR 4' PVC TYPE 1, 1-1f4" Or, CTR_ Piping PVC/PP/'PE Plastic 1 Cast Iron - Access Covers DisinfecL nt (Optional) Chlorine Tablets S. DEWN LOAD AASHTO Hs -20 OOOURING E0 Standard Hydraulic Load 12700 GPD I T-2 10 SECTION B -B VIEW PVC SCREW—TYPE CAP !MORTAR WITH—IN 3 INCHES OF FINISH GRADE FINISH GRADE REINF. CONC- CONE SECTION oz,MLT FA ILII:C0] 10 FLOVV OPENING BOARD TYPE CONTACT MEDIA RECIRCULATION AIRLIFT ASS EMBL AEROBIC MEDIA *ELECTRICAL PERMIT REQUIRED FOR FUJI LEAN AIR BLOWER. AIVY ELECTRICAL WORD DUST BE DONE BY A LICENSED ELECTRICIAN, WHO MUST HAVE WORK INSPECTED AND APPROVED BY THE TOWN WIRING INSPECTOR. ANY ELECTRICAL CONNECTIONS SHALL BE CONNECTED TO AN ELECTRICAL SERVICE THAT IS THE RESPONSIBILITY OF THE ASSOCIATION AND NOT AN INDIVIDUAL UNIT OWNER. ;J4, INS CIVIL No.46264 _, 6" SELECT MATERAAL MANHOLE FRAME & CQVER (14-2-D LOADFI ) "8" �2 COURSES OF BRICK LAIN. 6 ODURSES OF BRICK MA)x (3/8" MORTAR JOINTS) POW UP OWKW'ORK OUTLINE ALUMIN\V�l M.H- STEPS 8 � ::a 1— 4' — 0" DIA. 1' BALL a EL=. 78,00 VALVE 1S"fVili�� p L= 76.50 8 6 SUMP DRAIN NOT TO SCALE PLUG ALL 1_IFTING HOLES ITH NON -SHRINK MORTAR GONCRETC WALL 6 Q8 5" mim SUMP DRAIN VOLUME FROM BOTTDM F STRUCTURE TO INVERT OF INLET PIPE 141 GALLONS 2 - #4- EW iN ADDITION 10 WOVEN WIRE MESH 4 11—OUTLET DISTRIBUTION N BOX � IG ,d MASTIC JOENT CASKET PRESBY Y ° PRESBY oyp. XL M -H. JOINT$) I !/1 10 DESIGN NOTES: PIPE PIPE PER FED. SPEC. SS -S-210, -- ---�I 2. KNOCK—OUT OPENINGS FOR 4' PVC TYPE 1, 1-1f4" Or, CTR_ r; I REINFOWNG AS REQUIRED o NATURALLY SYSTEMSAND Y fiEM -SAND..:. : ` S. DEWN LOAD AASHTO Hs -20 OOOURING 6. PRODUCT WEIGHT= 2.520 Ibs, RENF. CONC. CONE SECTION - PERVIOUS _ 5' III MATERIAL 4"0 PERFORATED INSPECTION PORT TO BOTTOM FORM GROOVE 1N SASE OF SYSTEM SAND AND THREADED OAP WITHIN 3" W/ ACCURATE 1341, OF FINAL GRADE- RING FORM WRAP PIPE WITH PERMEABLE GEOTEXTILE FABRIC PRECAST MON01.11HIC TO ELIMINATE SAND INFILTRATION BASE/BARREL SECTION INSPECTION PORT DETAIL FAX # 701-esr-4= NOT TO SCALE oz,MLT FA ILII:C0] 10 FLOVV OPENING BOARD TYPE CONTACT MEDIA RECIRCULATION AIRLIFT ASS EMBL AEROBIC MEDIA *ELECTRICAL PERMIT REQUIRED FOR FUJI LEAN AIR BLOWER. AIVY ELECTRICAL WORD DUST BE DONE BY A LICENSED ELECTRICIAN, WHO MUST HAVE WORK INSPECTED AND APPROVED BY THE TOWN WIRING INSPECTOR. ANY ELECTRICAL CONNECTIONS SHALL BE CONNECTED TO AN ELECTRICAL SERVICE THAT IS THE RESPONSIBILITY OF THE ASSOCIATION AND NOT AN INDIVIDUAL UNIT OWNER. ;J4, INS CIVIL No.46264 _, 6" SELECT MATERAAL MANHOLE FRAME & CQVER (14-2-D LOADFI ) "8" �2 COURSES OF BRICK LAIN. 6 ODURSES OF BRICK MA)x (3/8" MORTAR JOINTS) POW UP OWKW'ORK OUTLINE ALUMIN\V�l M.H- STEPS 8 � ::a 1— 4' — 0" DIA. 1' BALL a EL=. 78,00 VALVE 1S"fVili�� p L= 76.50 8 6 SUMP DRAIN NOT TO SCALE PLUG ALL 1_IFTING HOLES ITH NON -SHRINK MORTAR GONCRETC WALL 6 Q8 5" mim SUMP DRAIN VOLUME FROM BOTTDM F STRUCTURE TO INVERT OF INLET PIPE 141 GALLONS 2 - #4- EW iN ADDITION 10 WOVEN WIRE MESH 1 1 -OUTLET -BOX DETAIL 720 LOADING (NOT TO SCALE) 'REI 10 N' -- _- -- DECEMBER �, �3 BOM REVIEW UOI�h�ENT SEPTIC REPAIR PLAN SYSTEM 12-2 TREVOR LANE BI EWTE , MASSACHUSETTS PREPARED FOR. JULY 27, 2023 SEPTIC PRESERVATION SERVICES SCALE: VARIES 102 WEST MAIN STREET JOB No- 23-060 NORTON, MA 02766 GRADY CONSULTING, L.L.C. INCivr7 E_ngineers, Lond Surve ors & Landscape Architects 1 I r reerr Street, Sprite 1, 16?gston, ASA 02364 Aho/70 1 535-2J00 SHEET 3 OF 4 11—OUTLET DISTRIBUTION N BOX � IG ,d I 'I I !/1 10 DESIGN NOTES: ! I� I. CONCRETE 4,000 PSI @ 25 DAYS -- ---�I 2. KNOCK—OUT OPENINGS FOR 4' PVC r; I REINFOWNG AS REQUIRED 4. AVAILABLE HATH 24-�OPENING IN COVER S. DEWN LOAD AASHTO Hs -20 6. PRODUCT WEIGHT= 2.520 Ibs, I I 1 I � I a 'II �/�j,] �"P 0 00 f +/ r CITAT I= CE" "r PXM COMPANIESPHOdiE # Y 8 �'` `--40gp° FAX # 701-esr-4= COkirRNGT01 J09 t"F- LM DUE; Divana M_ t 1 H4 EY C.J. scm 1 1 -OUTLET -BOX DETAIL 720 LOADING (NOT TO SCALE) 'REI 10 N' -- _- -- DECEMBER �, �3 BOM REVIEW UOI�h�ENT SEPTIC REPAIR PLAN SYSTEM 12-2 TREVOR LANE BI EWTE , MASSACHUSETTS PREPARED FOR. JULY 27, 2023 SEPTIC PRESERVATION SERVICES SCALE: VARIES 102 WEST MAIN STREET JOB No- 23-060 NORTON, MA 02766 GRADY CONSULTING, L.L.C. INCivr7 E_ngineers, Lond Surve ors & Landscape Architects 1 I r reerr Street, Sprite 1, 16?gston, ASA 02364 Aho/70 1 535-2J00 SHEET 3 OF 4 I � I I FLOOR PLAN 'A' i FLOOR PLAN 'B' w FLOOR PLAN 'C' r I I � I I I rwnv� - 7 Ev_ I ^7 h BEDROOM 1 , 4 fi Fk I I I I FLOOR PLAN 'At I FLOOR PLAN V r FLOOR PLAN V I I I TYPICAL FLOOR PLANS - TREVOR LANE - SYSTEM 12--2 (NOT TD SCALE) ILI CONDO UNITS ASSOCIATED WITH SEPTIC SYSTEM 12-2 ADDRESS UNIT No. (FROM DEEDS FLOOD PLAN No. OF BEDROOMS 2 TREVOR LATE 42 B - E1D 2 TREVOR LANE 41 C - MIDDLE 2 6 TREVOR LANE 40 A - END TREVOR LANE 39 B - Ef D 2 10 TREVOR LATE 33 C - MIDDLE 2 12 TREVOR LATE 37 A - END 2 14 TREVOR LANE 36 A -ESD -- 2 16 TREVOR LANE 36 C - MIDDLE 2 18 TREVOR LANE 34 B -END 2 20 TREVOR LANE 3 E - END 2 22 TREVOR LANE 32, C - MIDDLE 2 24 TREVOR LANE 3 A - END -- 2 6 TREVOR LANE 30 A - END 2 28 TREVOR LANE 2 - MIDDLE 2 30 TREVOR LANE 28 B - END 32 TREVOR LANE 27 A - EfD 2 34 TREVOR LANE 26 C - MIDDLE 2 36 TREVOR LANE 2 B - END 2 TOTAL NUMBER F BEDROOMS = 36 REVISION DECEMBER 20,'20'23 130H REVIEW COMMENTS SEPTIC REPAIR PLAN :#**, SYSTEM 12-2 TI 11E }C1lkNLT ' ESTET,ISSHSETTS Cf� CMAL bio, s2 a PREPARED EER: JULY 27, 2023 EPT1C PRESERVATIONSERVICES SCALE; VARIES " 102 'BEST MAIN STREET JOB No, 23-060 NORTON, MA 02766 GRADY CL.L.C. Civil r ers, Land Sur e)rors & Landscape Architects 1 Evergreen Street, Suite 1, Kingston, SIA 02J64 Phone (781) 585-2300 SHEET 4 OF 4 BREWSTER BOARD OF HEALTH NITROGEN LOADING REGULATION Authority: In accordance with Massachusetts General Laws, Chapter 111, Sections 31 and 127A, the Brewster Board of Health hereby adopts the following regulation to specify the process for developing nitrogen loading calculations for use by the Board and for compliance with other Town zoning articles and regulations including the Water Quality Protection District Bylaw, (Chapter 179 Sections 53-62). 11. Purpose: To protect public health through the protection of water resources in the Town of Brewster, including, but not limited to public drinking water supplies, coastal estuaries and freshwater ponds, the Board of Health has adopted this regulation to create a standardized method to estimate the nitrogen loading impacts to water quality from new, altered, or expanded land uses. The regulation specifies how nitrogen loading analyses are to be conducted for the Board and for use under other town zoning articles and associated regulations, including the Water Quality Protection District Bylaw. This regulation includes requirements for the specific nitrogen loading factors used in the nitrogen loading calculations and specific spreadsheets that must be used to document the results of an analysis. III Review of Nitrogen Loading Projections. A. For any project required to meet the performance standards in the Town's Water Quality Protection Bylaw (the Bylaw), or any other applicable law, the following procedures shall be used to determine whether the project will meet the maximum 5 ppm nitrogen loading standard. B. The project applicant shall request review of the project nitrogen loading calculations on a form provided by the Board of Health. C. The review will commence upon receipt of a completed application, including payment of any applicable fee. IV. Required Inputs for Nitrogen Loading Calculations: A. Table 1 attached to this regulation contains the nitrogen loading input parameters that must be used for any such project. These input values are based on standard inputs used by the Cape Cod Commission (Cape Cod Commission Technical Nitrogen Loading Technical Bulletin 91-001, April 1992) with some additional requirements specified by the Board of Health. Any changes to these input values must be approved by the Health Agent or their designee. The Health Agent or the applicant can refer a proposed change to the Board for its review and approval. B. If a use is proposed for a property for which a nitrogen loading value is not provided in Table 1, the applicant must request approval for an appropriate nitrogen loading rate and/or N:\Health\BOH regs and policies\Nitrogen Loading Regulation 2022\Final Documents\Feb1622nitrogenloadingregulationfmal.doc Town of Brewster `.`,\\\�\,���„„����,, "'N*104 A SACHUSEET 1-1 898 Health Department +�1 i� BREWSTER, M2198 TTS 0263 F ! 46 3701 EXT. 1120 Amy L. von Hone, R.S., C.H.O. Director PHONE: 508.896 FAX: 508.896.4538 Sherrie McCullough, R.S. ' r `=_ Y — � •� brhealthiobrewster-ma.y c Assistant Director /N �Yur>p R Rieo`\\� WWW.BREWSTER-MA.GOVMason P e Senior Departm Department Assistant BREWSTER BOARD OF HEALTH NITROGEN LOADING REGULATION Authority: In accordance with Massachusetts General Laws, Chapter 111, Sections 31 and 127A, the Brewster Board of Health hereby adopts the following regulation to specify the process for developing nitrogen loading calculations for use by the Board and for compliance with other Town zoning articles and regulations including the Water Quality Protection District Bylaw, (Chapter 179 Sections 53-62). 11. Purpose: To protect public health through the protection of water resources in the Town of Brewster, including, but not limited to public drinking water supplies, coastal estuaries and freshwater ponds, the Board of Health has adopted this regulation to create a standardized method to estimate the nitrogen loading impacts to water quality from new, altered, or expanded land uses. The regulation specifies how nitrogen loading analyses are to be conducted for the Board and for use under other town zoning articles and associated regulations, including the Water Quality Protection District Bylaw. This regulation includes requirements for the specific nitrogen loading factors used in the nitrogen loading calculations and specific spreadsheets that must be used to document the results of an analysis. III Review of Nitrogen Loading Projections. A. For any project required to meet the performance standards in the Town's Water Quality Protection Bylaw (the Bylaw), or any other applicable law, the following procedures shall be used to determine whether the project will meet the maximum 5 ppm nitrogen loading standard. B. The project applicant shall request review of the project nitrogen loading calculations on a form provided by the Board of Health. C. The review will commence upon receipt of a completed application, including payment of any applicable fee. IV. Required Inputs for Nitrogen Loading Calculations: A. Table 1 attached to this regulation contains the nitrogen loading input parameters that must be used for any such project. These input values are based on standard inputs used by the Cape Cod Commission (Cape Cod Commission Technical Nitrogen Loading Technical Bulletin 91-001, April 1992) with some additional requirements specified by the Board of Health. Any changes to these input values must be approved by the Health Agent or their designee. The Health Agent or the applicant can refer a proposed change to the Board for its review and approval. B. If a use is proposed for a property for which a nitrogen loading value is not provided in Table 1, the applicant must request approval for an appropriate nitrogen loading rate and/or N:\Health\BOH regs and policies\Nitrogen Loading Regulation 2022\Final Documents\Feb1622nitrogenloadingregulationfmal.doc recharge rate from the Health Agent or their designee. The Health Agent or their designee can refer the request for approval to the Board of Health. V. Site Plan: A. A site plan must be provided with the calculations to document the information used in the nitrogen loading analysis. This includes: - the existing or proposed lot area - the areas of driveways - impervious patios and roof areas - and undisturbed natural areas - existing and proposed lawn areas Lawn Area Definition: The lawn area used in the calculations should reflect the lawn area shown on the site plan. A lawn is defined as a ground covered with grass or other vegetation that is mowed more than twice per year. A minimum lawn area of 1,000 square foot must be included for all projects subject to the Bylaw. B. Septic System: The site plan also needs to document the location and size of the existing or proposed septic system serving the property. If an innovative/alternative septic system is proposed to reduce the concentration of nitrogen in septic system effluent, the applicant must provide documentation that the system has been approved for pilot, provisional or general use by the Massachusetts Department of Environmental Protection (DEP) as required by Title 5 (310 CMR 15.00). This documentation must include the nitrogen concentration in the treated effluent approved by DEP. If an applicant has reason to request a nitrogen concentration in treated effluent from an alternative treatment system that is different from that approved by DEP, they need to receive approval for the proposed concentration from the Health Agent or their designee. VI. Wastewater Flow: A. Consistent with the procedures used by the Cape Cod Commission, the wastewater flow used to calculate the nitrogen input from onsite septic systems on residential properties will be based on an average of: 1. The Title 5 design flow for the system based on the number of bedrooms in the house (310 CMR 15:203) and 2. The average flow based on the occupancy rate provided in the most recent U.S Census data for Brewster. B. According to the 2020 Census, the average occupancy rate for Brewster is 2.3 people per house. Therefore, until adjusted based on future, updated census data, using a septic system flow rate of 55 gallons per day per person, a total of 126.5 gallons per day must be used to calculate the average occupancy nitrogen load. Together, the Title 5 design flow volume and the average occupancy volume will be averaged to calculate the wastewater flow. C. This calculation shall be used solely for purposes of determining the average Nitrogen Load for the property and shall not affect the design flow of the system as required by Title 5 and/or applicable regulations of the Board of Health. VII. Use of Brewster Board of Health Spreadsheet for Nitrogen Loading Calculations: Nitrogen loading calculations developed for use under this regulation must be developed and documented on one of the nitrogen loading calculation spreadsheets attached to this regulation and available electronically from the Health Department. The applicant should use one spreadsheet based on the type of project they propose: either a residential, commercial/industrial, or mixed-use project. The mixed- N:\Health\BOH regs and policies\Nitrogen Loading Regulation 2022\Final Documents\Feb1622nitrogenloadingregulationfmal.doc use spreadsheet should only be used for a project that combines a commercial/industrial use with a residential use on the same property. The use of the required spreadsheet ensures calculations are be done in a consistent manner that can be reviewed and approved by the Board or its designee. The outcome of the calculation is a prediction of the average nitrogen concentration entering groundwater from a property which can be used to confirm it will meet the performance standards for water quality protection established by the Board of Health or included in other Town zoning articles or regulations, including the Water Quality Protection District Bylaw. VIII. Confirmation of Nitrogen Load: A. Upon receipt of a completed Nitrogen Loading plan, the Health Agent shall review the plan for completeness and confirm the accuracy of the calculation. Any plan that is incomplete or that is not in full compliance with this regulation will be rejected. B. The Health Agent will either confirm or deny the Nitrogen Loading projection submitted by the applicant. If the projection is denied, the Health Agent shall state the reasons for denial and the applicant will have an opportunity to resubmit the plan. C. The Health Agent or the applicant may refer the plan to the Board of Health for its review of the Health Agent's determination. D. Approval of the plan shall not constitute an approval of the project or any component thereof. IX. Variances: Variances from this regulation, if referred by the Health Agent or requested by the applicant, may be granted by the Board of Health after a hearing at which the applicant establishes the following: A. The enforcement thereof would do manifest injustice; B. Submittal of documentation and up-to-date data that supports the requested variance; C. The person requesting a variance has established that a level of environmental protection that is at least equivalent to that provided under this regulation can be achieved without strict application of the provision of regulation from which a variance is sought. X. Invalidation: If any section, paragraph, sentence, clause or phrase of the regulations shall be decided invalid for any reason, whatsoever, such decision shall not affect the remaining portion of these regulations, which shall remain in full force and effect, and to this end of the provision of these regulations are hereby declared severable. Adopted: February 16, 2022 Effective: February 16, 2022 d of Health: r Penny leman, Chairman J Kamp as, Vice Chairman f_. r - Anne�te Gracze s i Joseph Ford r F O'Kihmb�ery Crocker Pearson MMM am . ".4011 N:1Health\BOH regs and policies\Nitrogen Loading Regulation 20221Final DocumentsWeb 1 622nitrogenloadingregulationfmal.doc Brewster Board of Health Instructions- Nitrogen Loading Calculations Under the Brewster Zoning Bylaw, new uses or the expansion/alteration of existing uses on properties in the Water Protection District (or'DCPC') are subject to a site -wide Nitrogen loading standard of 5 mg/L. Sources of Nitrogen included within the calculation are stormwater run-off from impervious surfaces; wastewater; and fertilizer from managed lawn areas. Generally, calculations must be submitted for all proposed projects within the DCPC to confirm compliance with the 5 mg/L Nitrogen loading standard, including single family residential development: • Building Permit Applications • Board of Appeals Zoning Applications • Septic system Applications related to DCPC Building/Zoning Applications Within the discretion of the Building Commissioner, calculations are not required for projects that have no bearing on nitrogen loads, such as roof -mounted solar, window replacements, roofs, etc. For further details and guidance, please refer to: • Brewster Board of Health Nitrogen Loading Regulations (Brewster Board of Health Nitroiten Loadirut Reeulations); • Brewster Zoning Bylaw, Water Quality Protection District, Brewster Code Chapter 179, Article XI (Brewster Zoni!]g Bylaw Water Quality Protection District Ch. 179 Art. XI; • Town's GIS online viewer for the DCPC map layer to locate your property (Brewster GIS Online MaLs). 1. Template Nitrogen loading spreadsheets, of the Brewster Board of Health Nitrogen Loading Regulations, are required for the mandatory Nitrogen Loading calculations. 2. There are separate spreadsheets for different use groups (Residential; Mixed Use; and Commercial/ Industrial), which must be correlated to the particular project proposed. 3. The spreadsheets are organized into different sections based on the different Nitrogen loading sources regulated: (1) stormwater/ impervious surface; 2) fertilizer/ managed lawn areas; 3) wastewater/ septic system). Notes: a. Nitrogen loads for residential wastewater are calculated by using the design flow for the site septic system, in terms of approved number of bedrooms. b. Nitrogen loads for uses other than residential are inputted using design flows from Title 5 (310 CMR 15.203, Tables 3, 4 & 5). c. A minimum of 1000 sq ft of lawn area must be inputted even if there are no existing or proposed managed lawn areas. d. There are various Nitrogen loading rates for the different types of land cover on the site (building, driveway, natural in addition to lawn area). Any surfaced walkways and driveways are included in the calculation, even if unpaved. e. "Other" is included in the spreadsheet for the rare cases where there are significant site uses and development not easily categorized, such as with certain types of outdoor uses. 4. For existing developed properties, applicants must complete and provide calculation spreadsheets for both existing and proposed conditions. 5. If developed properties exceed 5 mg/I under existing conditions, the Nitrogen load cannot be further increased. 6. After submission, either through the building permit, zoning, or health application process, the Health Department reviews the completed spreadsheet calculations for accuracy and completeness and reports its determination about compliance for building permit and zoning purposes. N:\Health\BOH regs and policies\Nitrogen Loading Regulation 2022\FINAL Brewster BOH N Loading calc instructions 01.12.24.docx Brewster Board of Health Nitrogen Loading Calculations Spreadsheet Complete the highlighted cells as applicable. Land Use/Nitrogen Area; Volume Nitrogen Load I Source (square feet) Nitrogen Loading Input (units) lRechargeRate (units) (L/day) (mg/day) Lot size (total) Building Roof Area 0.751mg/L= 401inches/year 1 0.01 0 Total footprint of all buildinas on the orooertv Residential Total nitrogen load (including Title 5 runoff and wastewater) Average Version 12/11/2023 Nitrogen Load Volume (L/day) (mg/day) Load (ppml 1.5 mg/L 40 inches/year 0.0 0.0 C Road/Driveway/ Average Nitrogen Load #DIV/0! Impervious Area Footprint of paved/impervious areas including driveways, parking areas, and impervous patios. Impervious areas include gravel, shell, and crushed stone pathways or driveways or parking areas o i 3 lbs N/1,000 sq ft - 25% leaching rate 171inches/year 0.0 0.0 cn Lawn Size - — - Lawn areas defined as ground covered with grass or other vegetation that is mowed more than twice a year. The minimum lawn size for nitrogen loading calculations is 1,000 sq. ft. Other/Miscellaneous D D Img/L 17 inches/year 0.0 — _ 0.0 For any other potential sources of nitrogen on the property. Inputs must be approved by the health agent. Natural/Undisturbed 1 01 0.05 mg/L T 17 inches/year 10.0 0.0 Areas Calcualted by subtracting roof, road/impervious areas, and lawn areas from total lot size. 5ubtatal: [Runoff 0.0 ox Residential Total nitrogen load (including Title 5 runoff and wastewater) Average Version 12/11/2023 Nitrogen Load Volume (L/day) (mg/day) Load (ppml 0.0 0.01 #DIV/0! 478.81 16758.1, 35.0 Average Nitrogen Load #DIV/0! Brewster Board of Health Nitrogen Loading Calculations Spreadsheet Complete the highlighted cells as applicable. Commercial/Industrial 3 Do you have an Innovative/Alternative No DEP Alternative System Approval Letter? (See https://www.mass.gov/guides/innovative- I 19 ° Septic System (Yes/No)? technology -and -title -5 -systems) m N c 0 Title 5 design flow (Approved gallons N per day) Version 12/11/2023 Nitrogen Load Volume (L/day) (mg/day) Based on Title 5 (310 CMR 15.203). Calculate design flow based on the I property features listed in table (3) (COMMERCIAL) 0 01 Nitrogen Load [volume (L/day) (mg/day) Load (ppm)! I Total nitrogen load (including runoff and wastewater) 0.01 0.01 #DIV/0! Average Nitrogen Load #DIV/0! Land Use/Nitrogen Area Volume Nitrogen Load Source (square feet) Nitrogen Loading Input ,(units) (Recharge Rate (units) (L/day) (mg/day) Lot size (total) 0.75img/L 40 inches/year 0.0 0.0 Building Roof Area _ Total footprint of all buildings on the property 1.5 mg/L 40 inches/year 0.01 0.0 o_ C Road/Driveway/ Impervious Area Footprint of paved/impervious areas including driveways, parking areas, and impervous patios. Impervious areas include gravel, shell, and crushed stone pathways or driveways or parking areas 0 3 lbs N/1,000 sq ft - 25% leaching rate 17linches/year 0.01 0.0 v Lawn Size - — - `n Lawn areas defined as ground covered with grass or other vegetation that is mowed more than twice a year. The minimum lawn size for nitrogen loading calculations is 1,000 sq. ft. Other/Miscellaneous fl mg/L I 17 inches/year 0.0 0.0 For any other potential sources of nitrogen on the property. Inputs must be approved by the health agent. Natural/Undisturbed 0 0.05 1 mg/L I 17 inches/year 1 0.0 0.0 Areas lColcualted by subtracting roof, road/impervous areas, and lawn areas from total lot size. Subtotal: Runoff 0.0 0jr If "Yes", what is the nitrogen concentraion of the system (in units of mg/L), based on the 3 Do you have an Innovative/Alternative No DEP Alternative System Approval Letter? (See https://www.mass.gov/guides/innovative- I 19 ° Septic System (Yes/No)? technology -and -title -5 -systems) m N c 0 Title 5 design flow (Approved gallons N per day) Version 12/11/2023 Nitrogen Load Volume (L/day) (mg/day) Based on Title 5 (310 CMR 15.203). Calculate design flow based on the I property features listed in table (3) (COMMERCIAL) 0 01 Nitrogen Load [volume (L/day) (mg/day) Load (ppm)! I Total nitrogen load (including runoff and wastewater) 0.01 0.01 #DIV/0! Average Nitrogen Load #DIV/0! Brewster Board of Health Nitrogen Loading Calculations Spreadsheet Complete the highlighted cells as applicable. Land Use/Nitrogen Area (Volume Nitrogen Load Source (square feet) Nitrogen Loading Input (units) Recharge Rate (units) ' (L/day) i(mg/day) Lot size (total) 0.75 mg/L 40 inches/year 0.01 0j Building Roof Area - Total footprint of all buildings on the property. _ 1.5 mg/L 40 inches/year 0.0 0.0 c Road/Driveway/ — — — CC Impervious Area Footprint of paved/impervious areas including driveways, parking areas, and impervous patios. Impervious areas include ,-i gravel, shell, and crushed stone pathways or driveways or parking areas. _ * 17 inches/year 0.0 0.0 — 0 3 lbs N/1,000 sq ft - 25%leaching ' rate a Lawn Size Lawn areas defined as ground covered with grass or other vegetation that is mowed more than twice a year. The minimum lawn size for nitrogen loading calculations is 1,000 sq. ft.. _ Other/Miscellaneous 0 1 1 mg/L 17 inches/year 0.01 0.0 For any other potential sources of nitrogen on the property. Inputs must be approved by the health agent. Natural/Undisturbed 0 0.05 mg/L I 17 inches/year 1 0.01 0.0 Areas Colcualted by subtracting roof, road/impervous areas, and lawn areas from total lot size. Mixed -Use Properties Total nitrogen load (including Title 5 runoff and wastewater) Average Version 12/11/2023 n ume- ay N -Loa mg 5y Lai ppr'n If "Yes", what is the nitrogen concentraion of the system (in units of mg/L), based on the DEP 0.0 #DIV/0! Do you have an Innovative/Alternative No Alternative System Approval Letter? (See https://www.mass.gov/guides/innovative- 19 L_ i Septic System (Yes/No)? technology -and -title -5 -systems) M AL Load cu m Volume (L/day) (mg/day) Title 5 Design Flow: ((Approved Gallons Based on Title 5 (310 CMR 15.203). Calculate design flow based on the Commercial per day) property features listed in table (3) (COMMERCIAL) 0.0 0.0 Title 5 Design Flow: Approved Number Based on Title 5 (310 CMR 15.203): Each bedroom is assumed to have NResidential of Bedrooms? associated with it 110 gallons per day of flow. 0.0 0.0 Average Wastewater Flow The average wastewater flow method assumes 2.3 people and an average flow of 55 gallons per day per person. 478.81 16758.1 Total nitrogen load (including Title 5 runoff and wastewater) Average Version 12/11/2023 n ume- ay N -Loa mg 5y Lai ppr'n 0.0 0.0 #DIV/0! 478.8 16758.1 35.0 Average Nitrogen Load #DIV/0! TOWN OF BREWSTER — 0p E OF 2198 MAIN STREET R E C El V1 L iJ PARTMENT BREWSTER, MA 02631 L «.kPHONE: (508) 896-3701 EXT 1120FAx: 508) 8964538 -BRHEATl� T (a RRF.WSTER-MA.GOV c�023WW.WW.V MA.GOV ,BRLt•�I.,TER HEALTH DEPARTMENT Received: 12 12 Z3 Paid: M* Ili)'07 ' Appykation foro5— r HeaftVariances 3n-House Local Upgrade Approval ❑Public Hearing Date: - SUBJECT PROPERTY ADDRESS: Map: Parcel: Bo k. Page: LC Certificate: LC Plan: Lot: Name of Applicant: t.! Mailing Address: Zlb PW--, - k O Telephone # .p)—�?0-1 6dbm 1 Email: C 1i 9 MEA1 ° CDM Owner(s) of Record : Mailing Address: zzaL '� � — OVA4 Design Engineer/Sanitariann %D Jb' Firm/Company Name: Mailing Address:� � RUL) �- L � � • � '? _-- Telephone #.ro_ �Email address: 44(2 me,;;4 •�o r�� Signaturoti., Appf_ or Engineer New Construction ❑ Voluntary Upgrade ❑Addition/ Design flow of existing system: _ Design flow of proposed system: rotal sewage flow of site: Conservation Commission approval req red: yes ❑ no O Order of Conditions/Det. Of Applicability attached ❑ 1-1 Failed system � i Real Est0aV Trans�r Reason for failure: "� Total lot size (sf): Date of ConCom hearing: all Variances from State and Local codes Ladd sheets if needed) :Approved by: Date: _ _-- Health Department N:\Healtl \-BOH regs\lnHouse Septic Local Upgrade Approval 2019Warianceapplicetion FINAL NONFILLABLE FORM 12.18.19.doex DocuSign Envelope ID: E105084D-7674-46A9-B413-OEOC7DA66C37 CERTIFIED MAIL RETURN RECEIPT REQUESTED BREWSTER IN-HOUSE SEPTIC LOCAL UPGRADE APPROVAL NOTICE: Datey: Re. _ 0 Map: Lot: -' Subject Address Dear Abutter: Please be advised that an application for septic local upgrade approvals from the regulations of the Massachusetts Department of Environmental Protection, Title 5 and/or the Town of Brewster Regulations for Subsurface Disposal of Sewage, has been submitted to the Brewster Health Department for approval. The following variances are requested: List of all variances from State and Town Codes } i 1 177 ``yam JLAU = � P The application and plans are aJailable for review and comment at the Brewster Health Department, Brewster Town ��ttOffices, 2198 Main Street Brewster, Monday through Friday (excluding holidays) from 8:30 a.m. to 4:00 p.m.1JDF28B29A723F427 pocuSigned by: udith C1Qy�2023 DoeuSigned by: ... Judith CbYW2023 Sincerely, DocuSi ned b w _---�i�✓�� �_ g rnAd 09krli- /2023 "d 4„rn.�,Q„ Applicant/Representative DocuSgned bb'y��4C__7... — BAEOB2F71 C61445... C_l1Mb U�x &Q023 FE184E98 9A4476... CC: Brewster Health Department DocuSgned by: QVj" fPAYJW 1V:\Health\130H rargs\InHouse Septic Local Upgrade Approval 2019\inlnotification N0NFLLABLE FORIv1 1111.19.docx Y 9�, r aonPon�soi 0���� µ��H�l[ggf l i711I 11111111YJ�a� TOWN OF BREWSTER, MA BOARD OF ASSESSORS 2198 Main Street Brewster, MA 02631 aaffua+evpp pry: lames M. WNglim, MAA Abutters List Within 65 feet of Parcel 33/7/0 KeAi Parcel ID Owner Location Mailinr�Strom^ Mailir; City ST ZIpCd/Count3 _ 6114 23-17-0-R G. HOWARD HAYES TRUSTEE 239 LELAND ROAD PO BOX 1048 BREWSTER MA 02631 (36-111) CORCON NOMINEE TRUST 6107 23-23-0-R WHELAN TIMOTHY R & LISA M 238 LELAND ROAD 238 LELAND ROAD BREWSTER MA 02631 (36-104) 6112 33-1-0-R COYNE JUDITH A (36-109) 6091 33-6-0-R BARTO ANDREW G & (36-90) SPEAS MARGARET J 6122 33-7-0-R PISTONE REBECCA A & WILLIAM T (36-118) 226 LELAND ROAD 226 LELAND ROAD 219 LELAND ROAD 29 WOODBINE STREET UNIT 102 229 LELAND ROAD 229 LELAND ROAD BREWSTER MA 02631 SOMERVILLE MA 02143 BREWSTER MA 02631 12111/2023 Page STUDY AREA Ale S. ra ALII'LL I,, f/.' "' a N+d,"1 •'j:Y.. �[(� I/llU1 ,ry!1cz..>. [Vy1ryIr/I,I f } „lll ■ � jjj t l+'A. Fhb '� ' �' � ' . � ' . r''+ F• • �{ '�- ' ' ~` r' Lt �avlj \yA}`� LPA. , .w F x' �� R.00 + "" -q! 44b yy .. # .. -_ y' •., y i�IF: rte' • _ {'L1 _A040 e�rw- Ar dihw G dr 716 49 00 In rN9. a _ -.u.WYa46 .x�. u "� - - �" �,�, i � ,� 1.•r-,� � fir. lNf.tiw.11. •�TY'LLK r� , y; � .r`. . I ��T *' I•'�. _ ' � '' � _ • '• �I l�fl �' Il _ •i� f fin+ � - `�• 14 fir GO s-+ �" °' tee; ''{ ■ �� - - �T `. lwrretJL -- Pi 1 �;..,..''�?R.,�e'°...a' y' I, �.♦ 4, 4prr.7 �[.y 'a ;� Yt s.l �I w'V,.r_- � - �4 - {'r - _• � � 4 T; � �4� _ "� i • -"�h�' " fs t17 :4 ._ A*RYA• y Ani rr... ■...r 'aa +I kir-- Town of Brewster 2198 MAIN STREET BREWSTER, MASSACHUSETTS 02631-1898 PHONE: 508.896.3701 EXT. 1120 FAX: 508.896.4538 brhealthri brewster-ma.-ov WWW.BREWSTER-MA.GOV AGENDA ACTION ITEM FORM BOH Variance Agenda Item In -House Local Upgrade Approval Other: 0 Board of Health Meeting Date: January 17, 2024 Health Department Amy L. von Hone, RS., C.H.O. Director Sherrie McCullough, R.S. Assistant Director Tammi Mason Senior Department Assistant Project Location: 229 Leland Road Map & Parcel: 33/7 Owner's Name & Address: Rebecca & William Pistone 229 Leland Road Brewster, MA 02631 Applicant: Rebecca & William Pistone Date Requested: December 7, 2023 Title 5 Variance Request: Yes N No ❑ Board of Health Variance Request: Yes® No❑Pond Setback —Inland Bank I00'/Pond 300' Other: Yes ❑ No ❑ 1. Outside Zone II/DCPC and lies within the Cape Cod Bay Embayment 2. In ESA— Site within 300' of a Wetland (Upper Mill Pond) 3. Groundwater Flow North Westerly Assistant Health Director's Comments: 1. The property consists of an existing three-bedroom dwelling serviced by town water and a 1976 septic system consisting of a 1000 -gallon septic tank, and leach pit designed and approved for three bedrooms. The existing sewage disposal system (SDS) is in hydraulic failure, therefore a new SDS must be installed. 2. The lot is subject to septic flow restrictions per the Brewster Environmentally Sensitive Areas (ESA) Definition found.in the Brewster Board of Health Regulation Regarding Variance Request for On -Site Sewage Disposal Systems Applications: 1 bedroom per 10,000 sf of land area. The existing lot is 18,200+/- sf which is grandfathered for the existing three-bedroom dwelling but may be undersized for any additional flow. N:\Health\BOH Meeting Notes\BOH Hearing Notes\229 Leland Road M33P7 Consent Agenda.Variance Action Item Form 09.26.23.docx 3. Per the engineered site and sewage plan dated December 1, 2023, by David Mason, R.S., and revised on December 27, 2023, the entire lot lies within 300' of Upper Mill Pond. The proposed soil absorption system will be approximately 124' from the edge of Upper Mill Pond/Inland Bank. 4. Map References: - Water -Table Map of Brewster and Harwich, 1987 (Map referenced in approved BOH Regulation Regarding Variance Requests for On -Site Sewage Disposal System Applications): groundwater is flowing Northwesterly, and the proposed septic system will be located down gradient of Upper Mill Pond. 5. The following variances are requested: Title 5: a. 310 CMR 15.211(1) - Minimum Setback Distances: 20' required, 4'variance requested, proposed 16' maintained from the foundation to the Soil Absorption System (SAS). Town of Brewster: a. Reg. 19 Sect. 4: Leach Facility Setback Regulation: 176' variance, proposed 124' separation maintained between the SAS facility and Upper Mill Pond/Inland Bank. 6. Discussion Points: a. Groundwater Flow — Northwesterly, down gradient of Upper Mill Pond. b. Lot size constraints present challenges for siting the new sewage disposal system — Entire property lies within 300' of Upper Mill Pond. c. Existing waste pipes will be re -plumbed maintaining gravity flow. Due to lot size and proximity to Upper Mill Pond a setback variance is necessary due to the proximity of the foundation to the SAS. d. Ground water was not encountered during soil testing; excavated down to 127'. e. The new SAS will be located greater than 70' from Upper Mill Pond and will increase vertical separation to ground water. 7. Minimum Recommended Conditions: a. Maximum three bedrooms, no additional bedrooms allowed without further BOH review. A copy of the BOH Approval Letter to be recorded at the Barnstable County Registry of Deeds prior to issuance of the Certificate of Compliance upon completion of the septic system installation. A copy of the recorded letter to be placed on file at the BOH. b. Variance will expire one (1) year from the date of the BOH Approval. N:\Hcalth\BOH Meeting Notes\BOH Hearing Notes\229 Leland Road M33P7 Consent Agenda. Variance Action Item Form 09.26.23.docx Town of Brewster 2198 MAIN STREET BREWSTER, MASSACHUSETTS 02631-1898 PHONE: 508.896.3701 EXT. 1120 FAX: 508.896.4538 brhealtha brewster-ma.E ov WWW.BREWSTER-MA.GOV Health Department Amy L. von Hone, RS., C.H.O. Director Sherrie McCullough, R.S. Assistant Director Tammi Mason Senior Department Assistant Notice of Board of Health Variance Approval/Deed Restriction January 9, 2024 Rebecca & William Pistone 229 Leland Road Brewster, MA 02631 RE: 229 Leland Road Assessors' Map: 33 Parcel:7 Deed Certificate: 221423, Land Court Plan: 23236 - B, Lot: 8 Owner of Record: Rebecca A. Pistone & William T. Pistone Dear Mr.& Ms. Pistone: On January 9, 2024, the Brewster Health Department reviewed and approved the following variance for the septic system upgrade at the above address per engineered plans by David Mason dated December 1, 2023, and revised on December 27, 2023. Title 5: 310CMR 15.211 (1) (b) Minimum Setback Distances a. 4' variance, proposed 16' separation between Leach Facility and Foundation Town of Brew: Brewster Board of Health Leaching Facility Setback Regulation a. 176' variance, 124' separation between Leaching Facility and Upper Mill Pond In granting the above variance, the Health Department imposes the following Order of Conditions: 1. The property consists of an existing three (3) bedroom dwelling. No additional bedrooms allowed without further review by the Board of Healthh. 2. Prior to issuance of the Certificate of Compliance, this Variance Approval Letter must be properly recorded at the Barnstable County Registry of Deeds and a recorded copy of same shall be furnished to the Brewster Health Department as proof of the recording. 3. Variances shall expire within one (1) year of the date of this approval. Please feel free to contact me if you have any comments or questions on the above. I can be reached at the Health Department, 508-896-3701, ext. 1120. Sincerely, Sherrie McCullough, R.S. Assistant Health Director cc: David Mason, R.S., 28 Powder Hill Road, Barnstable, MA 02630 File N:\Health\BOH Decision Letters\Septic Variance In -House Decisions\Title 5 Brewster Approvals\229 Leland Rd InHouseApproval 101.09.2024.doc I I %jj TEST HOLE LOGS 1) The' 11 rtsta1ti ail�omply with the State Environmerit0l Code Title V ant; Town of ASSESSORS MAP: c �t % Board of Health Regulations, PARCEL: SOIL EVALUATOR: -Pk)v d�>t �y°�' 2) The septic system as proposed on this plan shall not beinstalled until a licensed town 2, lot", y� installer receives approval and an installation permit from the applicable town. REEEitENCE: 2,� Z� WITNESS: ,�A n,n ✓��j S�,t 3) Prior to installation, the installer shall verify the location of utilities, sewer inverts, — DATE: sewer lines and existing septic components prior to installation. \�rr�r�l ��ti✓I 4) All gravity sewer piping is to be 4 inch schedule 40 PVC at 1/8" per toot. The first 2 PERCOLATION RATE: "" rY! G V � r L feet out of the distribution box shall he level. All piping connections to be glued. f T.1-111 ELEV._JZ7.� T.H.#2 ELEV. ll���s i S) This septic design plan is not to be utilized for property line determination or for any V G' "�� other purpose other than the ed ticsystem nsta aton. i ii ' 7 #0 1�0 ��� (M W6 U9 � D propos sap LOCATION MAP �V ���' 6) Ail Title V components are to meet Title V specifications. i5�A( 7) Parking shall be prohibited over Title V components unless components are H2O eI LL 30 loaded. 8) The existing leaching or cesspools shall be pumped and filled with material per Title V l IA A4 L )I;JItu6 abandonment procedures. Leaching and cesspool(s) and contaminated soils within the proposed SAS shall be removed and replaced with clean sand per Title V specifications. Septic components are to be 10' from a water service line. Sewer lines crossing a water line shall be sleeved with an appropriately sized schedule 40 PVC with ends z t per It all mr :P>;peta n sepnc sysTpN oncv, aae e �jIG✓ f°mit grouted. The water service line or the septic line can be sleeved with the sleeve being and lacul xcptln veri cns. Board of Acallh renew end S�S a distance of 10' on both sides of crossing the line. app vyl le required Por an}' Pu re ndditionalrenavationsial[cratio., .� to eewaqu Paelllllex and/or etrnc[ureadwelling. n �VL ({ d 10) If a garbage grinder exists in the structure, it is to be removed if the septic system is .—'�- — Brewster Health Department `, Q PPROVED a J eJ e not designed to accommodate a garbage grinder. ���} n 11) The installer is responsible for care of excavation around all utilities on the property SEPTIC SYSTEM DESIGN C e Date j' �6i °� sY and protecting the structural integrity of all structures during the installation process '1 i((� of the septic system. FLOW ESTIMATE:{{ tt tt�� 1.2) This plan only represents that a septic system can be installed on the property 13 y BEDROOMS AT 1 [ V GAL/DAY/BDRM = ° � GAL/DAY f n �Lfmeeting Title V requirements. fi` SEPT�^ UI 13) The property owner shall review design criteria to approve the total number of CTANK: V�`� al,A bedrooms and design flow. installation of the septic system as proposed and receipt GAL/DAY/BDRM X 2 DAYS = ` GALLONS C�Su�C�Ci of payment for the design shall be deemed approval of the design criteria by the USE GALLON SEPTIC TANK 9S( -a 11 {til property owner or agent of. -- - - --�f 14)The validity of this plan shall expire with the expiration of the town installation permit (GARBAGE GRINDER IS PROHIBITED) issued for this plan or the validity of this plan shall expire on the expiration of the SOIL ABSORPTION SYSTEM: Certificate of Compliance issued for the installation of the proposed system on this 3� i-{ZO plan, wl: koov4 SiDEWALLAREA: GSC 3�,5 j r k U.� - ��71� °J7 , ,7-1 . . BOTTOM AREA: 33.5 ' x 1Z .Q r—► -- --�i �i.r +-IGF X181 JB t t ^A�sKGLt- - SEPTlCSYSTEM SECTION BENCHMARK TOP OF FOUNDATION ELEV. L O [DATUM ASSUMED) DAVID MASON No. 7065 1pffj17� h 16/" /STONE BASF OR COMPACTED BASE GALLONS i f SEPTIC TANK r �t��CIW(� _��;d�1� UW 1217 I� '1 F,!21t.k.11201 f , f -VZ, . TK JA�F Jw_q wok Iy t;,-L7��JtvP� -1 r r0�N��. 6" STONE BASE H2O D -BOX ,'I WATER TEST FOR LEVELNESS l PM SITE AND SEWAGE PLAN LOCATION: C©.�iT' WALE: f 1= j i i I DATE:) EC i ! ZOZ Amy von Hone From: Tracy Long <tracy.long@capecod.gov> Sent: Thursday, November 30, 2023 11:20 AM To: Tracy Long Subject: FW: IA Database User Fee increase Good morning Health Directors, Please see below for the email I sent to all of the operators of IA systems. We will be increasing our user fee to $60 and we have a new email address we would live everyone to start using when sending information regarding IA systems: iacompliance@capecod.gov Please let me know if you have any questions Tracy Tracy Long Administrative Assistant I H&E Wastewater Division Massachusetts Alternative Septic System Test Center/IA tracking Barnstable County, Regional Government of Cape Cod J3 Email tracy.long(ccapecod.govl `Z� Office 508-375-3645 4 Kittridge Road. Buzzards Bay _MA 02542 https://www.masstc.ore/ ,PLEASE NOTE: My email address has recently changed, please update my contact information. Thank `you From: Tracy Long <tracy.long @capecod.gov> Sent: Thursday, November 30, 2023 10:02 AM To: Tracy Long <tracy.long@capecod.gov> Subject: IA Database User Fee increase Good morning, Due to the increasing cost associated with administrating the IA tracking program the user fee will be $60 per property effective with the July 1, 2024 billing. This is the first fee increase in 13 years. Thank you for your understanding. We have created a new email address for the IA compliance program — )rrwliance0JcKecc,�L.Lov, would please update your records and start using that one. Best Regards, Tracy Old Sea Pines Inn 2553 Main Street, P.O. Box 1070 Brewster Mass 02631 508 896 6114 Oldseapinesinn@gmail.com r— ---- RE C -E EEC 111 8 R E VVE3 T D' EPA R. U- p- W V a 11- NACCHO NACCHO as I S PATC H Resources and Information about Local Public Health New Benefit for NACCHO Members: Save Big Always - 11111111 1; - Sa on Food Protection Manager Certifications NACCHO members have the opportunity NACCHOMembers to save on Food Protection Manager Save on Food Protection Certifications via our partnership with Manager Certificati't fi Always Food Safe. Earn your discounted Food Manager Certification through online, video -based training with Always Food Safe and learn what you need to know about food safety in order to keep you, your customers, and your local community safe. The Food Manager Certification is accepted across the U.S. and will be accepted by your local Health Inspector. Use promo code "NACCH010" at checkout for a 10 percent discount! Learn more about our partnership with Always Food Safe at https://www.naccho.org/membership/become-a-member/member-benefits Listen to NACCHO's Latest Podcast from Washington: I I "NACCHO Opposes Proposed Cuts to Public Health Fund and Local Health Departments Respond to the Overdose Crisis" NACCHO's Adriane Casalotti, Chief of Government and Public till __ Affairs, and Lauren Mastroberardino, Government Affairs ........ Senior Specialist, welcome Victoria Van de Vate, NACCHO's new Director of Government Affairs. The team provided an update on government funding and the newly elected Speaker of the House of Representatives. They also discussed a letter that NACCHO and 110 other public health organizations sent to the Senate opposing a proposal to cut $980 million from the Prevention and Public Health Fund, also known as the Prevention Fund, in order to provide funding for the Primary Care and Health Workforce Act. Listen to the podcast at https:Hnaccho.libsyn.com/ podcast/podcast-from-washington-naccho-opposes-proposed-cuts-to-public- health-fund-and-local-health-departments-respond-to-the-overdose-crisis. Strengthen Everyone's Mental Health in Your Community Public health leaders are at the front lines of the mental health crisis, and NACCHO's Behavioral Health 360 program is strategically designed to support you. A staggering 90% of adults acknowledge what we're facing as a country, with 4 out of 5 adults advocating for a collective approach to address this problem. NACCHO's Behavioral Health 360 equips you with essential tools and resources to actively enhance the mental health landscape and overall wellbeing in your community. Visit https://solutions.crediblemind.com/naccho/ to learn more. PublicHealth Prevent. Promote. Protect. In the Spotlight... NACCHO President's Corner, "Respiratory Illness Season: How Local Health Departments Can Make a Difference" The latest President's Corner column, a monthly article in which Dr. Pramod Dwivedi, NACCHO's President, addresses pressing public health topics, is now published! November's article is titled "Respiratory Illness Season: How Local Health Departments Can Make a Difference." Read about the importance of local health departments delivering trusted services and messages to residents throughout this season, including the promotion ofCOVID-19 and influenza vaccines. View the article at https://www.naccho.org/ about/board/presidents-corner. Request for Applications: Youth and Community Violence Prevention Action Teams (VPAT) NACCHO, with support from the CDC, is pleased to announce funding for the development of Youth and Community Violence Prevention Action Teams MAT). This funding aims to support multisector violence prevention efforts by forming Youth and Community Violence Action Teams. The goal is to leverage multisector partnerships to enhance, not duplicate or run counter to, existing violence prevention efforts in the selected communities. Through this funding, NACCHO and CDC will support up to eight violence prevention action teams. Seven action teams will be awarded with up to $30,000 to participate in the action planning process. One additional action team will be awarded up to $50,000 total to participate and serve as a host site for an in-person meeting. This funding opportunity is open to jurisdictions with a high burden of youth and community violence, particularly firearm homicide, disproportionately affecting communities of color. Applicants must propose a core action team of up to six members to participate in project activities and include: • Public health representative (required) • Local elected government official representative (required) • Local government agency representatives (at least two required) • Community-based organizations (preferred, but not required) • Youth and young adult representative(s) (preferred, but not required) Applications must be submitted through the online submission form no later than Friday, December 8 at 5:00 PM EST. Review the Request for Proposals at https://www.naccho. org/uploads/downloadable-resourcesNPAT-RFP.pdf. HIV Marketing Webinar: Ofice Hours • Continuing the conversation following the previous HIV Marketing webinar sessions, the HIV/STI Team would like to invite LHDs to discuss their own HIV -focused marketing campaigns, as well as communications efforts during a special office hours session. The objective is to create a space for peer-to- peer learning and networking. If you're interested in sharing or learning about other HIV marketing and communications efforts across the country, attend this webinar on December 14 at 1:00 PM EST. Register at https:Hnaccho.zoom.us/webinar/ register/WN-3m_hAnoFQVgx4i 1 Jd38kLg#/registration. Public Registration for the 2024 Health Public Health Law Practitioners LAW Convening is Now Open! Practitioners`'! The convening will be held April 30—May 2 in New Orleans, LA with, "Empowering Public Health through Law and Policy" as the theme. Join your fellow public health leaders, attorneys, policy professionals, and practitioners from state, local, tribal, and territorial jurisdictions and gain valuable insights, strategies, and tools to utilize in your work. Register now and be a force for positive change at https:Hphlawpractitioners.org/registration/register2. Public Health Dispatch • December 2023 Addressing the Intersection of Suicide, Overdose, and Adverse Childhood Experiences A new, free resource from EDC and NACCHO, Addressing the Intersection of Suicide, Overdose, and Adverse Childhood Experiences, can help advance the vital work of health departments. The resource guides health departments and their partners in using the CDC - supported Community -Led Suicide Prevention Toolkit to take a comprehensive, collaborative approach to addressing the shared protective and risk factors of suicide, overdose, and ACEs; strengthening support; and improving outcomes for people of all ages. Access the Addressing the Intersection of Suicide, Overdose, and Adverse Childhood Experiences report at https:// communitysuicideprevention.org/addressing-the- intersection-of-suicide-overdose-and-adverse-childhood- experiences/. Access the Community -Led Suicide Prevention Toolkitat https://communitysuicideprevention.org/. RFP: Overdose and Harm Reduction Communications and Media Consultant With support from the CDC, NACCHO is seeking a consultant to develop and disseminate effective and research -informed messaging through a national anti - stigma campaign that amplifies the humanity, stories, and March 25-28,2024 strengths of people who use drugs to promote a narrative of support, opportunity, and shared community. The goal is to offer an alternative to the pervasive narrative that villainizes people who use drugs, promotes criminal responses, and perpetuates the racism that has been built into the social constructs of our media and society around drug use. Applications must be submitted no later than December 15 by 5:00 PM ET. For more information, visit https://www.naccho.org/uploads/ downloadable-resources/RFP-Comms-Campaign-final.pdf. Equity Considerations for Local Health Departments on Opioid Settlement Funds Checklist The Legal Action Center (LAC), with support from NACCHO, has crafted the Equity Considerations for Local Health Departments on Opioid Settlement Funds Checklist. This valuable resource aims to guide county and city health officials through decision-making for the allocation and distribution of opioid settlement funds, highlighting health equity principles such as community engagement, oversight and accountability, and cultural humility. Access the checklist at https://www.naccho.org/ uploads/card-images/custom/Equity-Considerations- for-LDH-Opioid-Settlement-Funds_pdf-1.pdf. ■ PREP/4REDNFqS V, SUMMIT 0 Cleveland, Ohio Public Health Dispatch - December 2023 ENVIRONMENTAL HEALTH 0 �`, to the network of public health officials involved with foodborne and enteric disease outbreak response, including federal, state, and local public health and environmental health specialists, epidemiologists, health communicators, and laboratory scientists. This year's conference will be held January 22-24 in Washington, DC. The theme is"The State of Enterics: Capitalizing on Opportunities"https://www.neha.org/inform. Think Your Local Food Safety Program Deserves National Recognition? Then make sure to mark your calendars to apply for the 2024 Crumbine Award for Excellence in Food Protection. Named after one of America's renowned health officers, Samuel J. Crumbine, MD, the annual award recognizes the importance of food protection at the local level and provides a national spotlight on innovative programs and methods that reduce or eliminate the occurrence of foodborne illnesses. Past winners include Nevada's Washoe County Health District, Minneapolis Health Department, and Nebraska's Lincoln -Lancaster County Health Department. The application portal opens in three months, but you can be prepared by reviewing eligibility and past guidelines at crumbineaward.com. Stay tuned for updates on 2024 application dates. L, IL u11IK.UII w Uirectiy engage witn these communities to collaboratively identify priority environmental public health issues. But if your local government has demonstrated innovative and inclusive strategies for engaging with rural communities, then we want to hear about it! Eligible local or tribal government departments have the chance to elevate their environmental public health success story and win $25,000 in cash prizes with the U.S. Environmental Protection Agency's (EPA's) and partners'(including NACCHO's) Small Communities, Big Challenges Competition. Submit your entry no later than January 31 at 11:59 PM. Redesigned Food Code Adoption Toolkit The Retail Food Safety Regulatory Association Collaborative completely redesigned the Food 44 Code Adoption Toolkit to provide practical, tangible support to retail food regulatory programs working to adopt the latest versions of FDA's Food Code.TheToolkit contains a step-by-step guide, along with curated resources and insights from subject matter experts. The updated Food Code Adoption Map also reflects the latest state -level statutory and regulatory Food Code adoption statuses. Visit https:// www.retailfoodsafetycollaborative.org/tools/national- food-code-adoption-toolkit/ to download the toolkit. ■ Public Health Dispatch • December 2023 Healthy People 2030 Webinar: Substance Misuse Prevention Strategies to Improve Public Health: A Focus on State Practices The Office of Disease Prevention and Health Promotion (ODPHP) is pleased to announce its next Healthy People 2030 webinar: Substance Misuse Prevention Strategies to Improve Public Health: A Focus on State Practices. This webinar will take place on Wednesday, December 6 from 2:00 to 3:00 PM EST. To register, please visit the Healthy People 2030 Webinar Series Registration page at https:Hnorc.zoom.us/webinar/register/WN_om jZBNIcSr6udKu2MjkiuQ?source=govdelivery&utm_ medium=email&utm_source=govdelivery#/registration. Continuing Education Credits* (CEs) are available. New Resource: A Guide to Aligning Healthy People 2030 and MAPP 2.0 to Inform Local r Community Health Improvement To help address the social !HMEW�.determinants of health and A advance health equity, NACCHO partnered with the HHS Office of Disease Prevention and Health Promotion to develop this guide on using Healthy People 2030 objectives and targets at the local level in community health improvement. This guide is designed to provide a structure to align MAPP and Healthy People 2030 to assist local health departments and their communities in creating prevention strategies Public Health Dispatch • December 2023 and using collective action for change across the whole community. Download the guide here: bit.ly/3rexOLN. Call for Webinars NACCHO is seeking Community Health Improvement (CHI) webinars to add to its CHI Webinar Warehouse on the Mobilizing for Action through Planning and Partnership (MAPP) Network. The Webinar Warehouse is a repository for webinars grounded in the MAPP foundational principles and improves practitioner knowledge, skills, and abilities to engage in high-quality CHI processes. We are looking to expand the webinars housed in this warehouse to add to the webinars by NACCHO and other organizations that provide CHI trainings and resources. If you have attended, participated in, or led a webinar related to CHI, including community health assessments (CHA), community health improvement plans (CHIP), and/or any other topics that support the implementation of these processes, please email the following to the MAPP Team at mapp@naccho.org: • Title of Webinar • Date of Webinar • Link to Webinar • Host Organization • Brief Description of Webinar We encourage you to reflect on the MAPP Foundational Principles when considering a webinar for submission. If you have questions about this request, please email Bianca Lawrence at blawrence@naccho.org. ■ NACCHO Releases the 2022 Network Profile of the Medical Reserve Corps (MRC) Recognizing Twenty Years of Service NACCHO recently released the 2022 Network Profile of the Medical Reserve Corps report, celebrating the networks 20th year of service. This report provides a snapshot of the MRC network in 2022, including the newest data on unit demographics, funding, training, partnerships, response activities, and capabilities. Partnerships continue to be an integral part of support for the MRC with 70% of units being affiliated with their local health departments. With this support, volunteers contributed over 1.1 million hours of service supporting local workforce and surge needs across the country. Learn more about the MRC and view the report at https:Hbit.ly/MRC-Network-Profile. PREP REDNESS Register for the 2024 S U M M I T Preparedness Summit Registration is now open for the 2024 Preparedness Summit, to be held March 25-28,2024, in Cleveland. Gathering under the theme Public Health, Healthcare, and Emergency Management: Aligning to Address Cascading Challenges, the conference provides an opportunity for sectors to come together, align missions, and discover better ways to work as true partners to meet the challenges of today and tomorrow. Learn more and register at www.preparednesssummit.org. Journal Supplement Highlights Lessons for Public Health Preparedness from COVID-19 NACCHO, on behalf of the Planning Committee for'the 2022 Preparedness Summit, is pleased to share the publication of a special supplement to the journal Health Security. The supplement,"Reimagining U.S. Public Health Preparedness with Lessons from COVID-19"was structured to codify the findings of listening sessions held during the 2022 Preparedness Summit and validate the experiences of the public health preparedness practice community in response to the COVID-19 pandemic. The open -access supplement features 14 papers, all of which are available online. Learn more and view the supplement at https:// www.naccho.org/blog/articles/health-security-supplement. Medical Reserve Corps Unit Responds in All Seasons medical Learn how a "small and mighty" reserve corps team of 63 Medical Reserve Corps volunteers serve Lake County in central Florida, responding to weather events in all seasons and supporting the community's health. View the article at https://www.naccho.org/blog/articles/mrc-all-seasons. National MRC Conference NACCHO is excited to partner with the ASPR MRC Program Office to host a national MRC conference in 2024. A location and date for the conference are still being decided on and will be shared once details are finalized. NACCHO anticipates funding travel awards for one MRC Unit Leader per unit to participate in the conference. NACCHO also anticipates making one travel award available per state to each State Coordinator. Once available, travel award invitations will be sent via email directly to unit leaders using contact information in MRC Unit Profile & Activity Reporting System. Please ensure your unit's contact information is up to date in the reporting system. * NACCHO Recruiting Members for Surge Management Workgroup NACCHO is accepting applications for members of the Surge Management Workgroup. Workgroup members address topics related to PHEP Capability 5: Fatality Management, 7: Mass Care, and 10: Medical Surge; as well as those public health and non -public -health -led activities focused on the coordinated efforts of partners in healthcare, public health, and other preparedness and response organizations. In recent years, workgroup members have focused on issues including family reunification, mass sheltering, patient tracking, no -notice and violent events, and all -hazards planning. Participants of this workgroup also provide guidance and feedback to relevant NACCHO, CDC, ASPR, and other programs and projects. Interested applicants can email Jessica Pryor at jpryor@naccho.org to receive additional information. NACCHO Releases New National Study Illustrating Need for Systematic Reinvestment in Local Public Health Preparedness NACCHO has released a report illustrating the need for systematic reinvestment in local public health preparedness. The 2022 Preparedness Profile provides one of the most comprehensive pictures of local public health preparedness capacity to inform priorities at the local, state, and national levels. Learn more and view the report at www.naccho.org/PrepProfile. 0 Public Health Dispatch • December 2023 FeaMWASHINGTON 2023 NACCHO Government Affairs Year in Review By Victoria Van de Vate, Director of Government Affairs, Lauren Mastroberardino, Government Affairs Senior Specialist, and Dalia Karadsheh, Government Affairs Intern It has been a busy year for NACCHO Government Affairs, as we worked with local health departments and coalition partners to advocate for policies and resources to improve the health of communities. As we head into 2024, NACCHO Government Affairs is excited to share some of our accomplishments. Bringing Public Health Leaders on the Hill In March, we started the 118th Congress with a successful in- person and virtual Hill Day. Over 120 local health leaders and NACCHO staff met with 122 congressional offices to share how Congress could support their work. These meetings laid the groundwork for many successes in the coming months. Following the East Palestine, Ohio train derailment, NACCHO member Wesley Vins, Health Commissioner of the Columbiana County Health District, testified before the House Energy and Commerce Environment, Manufacturing, and Critical Materials Subcommittee. He discussed Columbiana County's commitment to serving residents and their Health Assessment Clinic, which offers an Assessment of Chemical Exposure for residents. He also showcased the wide range of activities health departments oversee during an emergency response, including monitoring drinking water and providing mental health counseling for impacted residents. Later in the year, Dr. Reynard Washington, NACCHO member and the Public Health Director for Mecklenburg County, North Carolina, testified before the House Energy and Commerce Subcommittee on Health on the reauthorization of the Pandemic and All -Hazards Preparedness Act (PAHPA). In addition to these Congressional testimonies, NACCHO Board member Krista Wasowski, the Health Officer for Medina County, Ohio, served as a panelist for a virtual congressional briefing on the long standing gaps in public health capacity resulting from chronic underfunding. NACCHO Board Member Philip Huang, Director of Dallas Health and Human Services, participated in a CDC Academy briefing to teach congressional staff about the important role of public health departments in disease investigation. Being Your Voice in Federal Advocacy As of press time in mid-November, NACCHO Government Affairs sent 34 letters to Congress and six letters to the Biden Administration advocating for increased funds for public health programs, Public Health Dispatch • December 2023 provide feedback on relevant legislation, and urge increased attention to local health department concerns, including sustained, robust funding for the CDC; challenges facing the governmental public health workforce, and the need for Public Health Workforce Loan Repayment Program funding. We also sent letters on a host of broader public health topics, including the rise in congenital syphilis, the need to address climate -related health issues, and preparedness. In partnership with subject matter experts from local health departments in NACCHO workgroups, we updated 16 policy statements this year, for a total of 115. You can view these and other NACCHO letters at www.naccho.org/advocacy. In March, NACCHO Government Affairs partnered with Representative Jason Crow (D -CO) to organize a bipartisan letter to urge full funding of the Public Health Workforce Loan Repayment Program so it can commence. In recognition of his advocacy efforts and commitment to local public health, NACCHO awarded Representative Crow with the inaugural Champion of Local Governmental Public Health Award at this year's NACCH0360 conference in Denver. While Congress has not yet come together to fully fund the government in fiscal year 2024, we are pleased to report that both the House and Senate have included language in the report accompanying their funding bills highlighting the importance of local health departments in the public health ecosystem and directing CDC to require states to fund local health departments when programmatically appropriate. NACCHO has also been a leader in informing the reauthorization effort of the Pandemic and All -Hazards Preparedness Act (PAHPA), crucial federal legislation impacting federal, state, and local preparedness infrastructure, providing comments on the legislative language and working in coalition to secure strong public health provisions in the bills. Reauthorization is still pending and NACCHO will continue working to reauthorize PAHPA in 2024. While this is just a sample of NACCHO's advocacy work throughout 2023, our work does not end here. NACCHO will continue to advocate for the needed resources, tools, and programs required for local public health departments. The Government Affairs team is grateful to all our members, partners, and stakeholders for their continued efforts and advocacy in support of NACCHO's 2023 Federal Legislative Agenda. J Q W ISPATCH _V J f� a Resources and Information about Local Public Health UPCOMING EVENTS 2024 Preparedness Summit March 25-28, 2024 Cleveland, Ohio www.PreparednessSummit.org 2024 NACCH0360 July 23-26,2024 Detroit, Michigan http://www.naccho360.com/home Advancing Food Recovery to Reduce Food Waste in Los Angeles County, California In Los Angeles County, approximately half a million households experience food insecurity, which is the reduced quality, variety, or desirability of diet. Food insecurity poses both short- and long-term health risks for children and adults. At the same time, approximately 1.7 million tons of food are sent to landfills from businesses, schools, etc., accounting for one-third of the state's total food waste stream In 2016, ReFED, a national nonprofit focused on advancing data -driven solutions to end food waste, published a report titled, "The 2016 Roadmap to Reduce U.S. Food Waste by 20 Percent."The report cited that barriers such as liability concerns, handling, transportation, storage, and financial challenges are common factors that prevent efficient and reliable processes needed to solicit and process food donations so that they can benefit those in need. Conducting this work can also become labor-intensive because of the inefficiencies caused by a lack of real-time information on food availability. The present pilot project was launched with this in mind. With limited funding, the pilot sought to build out a local infrastructure for food recovery work by using a technology-based solution to connect surplus, wholesome food to those in need. It aims to accomplish two goals: (a) increase the amount of food for low-income communities, and (b) prevent food from ending up in landfills and contributing to environmental impacts and climate change. To learn more about the outcome of this model practice, visit https:// nacchoapplication.secure-platform.com/a/gallery/rounds/47/details/6016. www.naccho.org OE, YV-)V1 il C Massachusetts Department of Environmental Protection OP Transaction Copy Here is the file you requested for your records. To retain a copy of this file you must save and/or print. Username: WSSINC Transaction ID: 1653463 Document: Groundwater Discharge Monitoring Report Forms Size of File: 1079.80K Status of Transaction: submitted Date and Time Created: 1/2/2024:11:55:11 AM Note: This file only includes forms that were part of your transaction as of the date and time indicated above. If you need a more current copy of your transaction, return to eDEP and select to "Download a Copy" from the Current Submittals page. Important:When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. IA5 .rtrtnr Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program Groundwater Permit DAILY LOG SHEET A. Facility Information 1. Facility name, address: OCEAN EDGE CONFERENCE CTR a. Name ROUTE 6A b. Street Address BREWSTER C. City 2. Contact information: JAMES TRINGALE a. Name of Facility Contact Person 19785321900 b. Telephone Number 3 Sampling information: 633 1. Permit Number 2. Tax identification Number 2023 NOV DAILY 3. Sampling Month & Frequency A 02631 d. State e. Zip Code wsscompliance@wseinc.com c. e-mail address 111/1/2023 ION SITE MEASUREMENTS a. Date Sampled (mm/dd/yyyy) b. Laboratory Name CHRIS VIGNEAU c. Analysis Performed By (Name) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency I Daily Log Sheet - 2023 Nov Daily r All forms for submittal have been completed. 2. This is the last selection. 3. I- Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Massachusetts Department of Environmental Protection 633 _ Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax identification Number DAILY LOG SHEET 2023 NOV DAILY 3. Sampling Month & Frequency C. Daily Readings/Analysis Information Effluent Reuse Irrigation Turbidity Influent pH Effluent Chlorine tN Flow GPD Flow GPD Flow GPD pH Residual Intensity (mg/1) (%) 12962 13880 14198 _ 16851 _ F6851 16851 _ 13354 9108 _� 1 5028 _ 4873 r� I 4873 4873 110685 , ! :5165 ; F, 6351 ' 6351 5352 4312 4� 1 4312 1253 1056 6031 . 6031 I - 6031 6031 1 6031 4390 958 _ 5898 1 17.07 7.37 I_- I 7.09 7.28 1 I I 17.05 7.23 _ � 7.01 I 7.18 6.98 7.22 [7.03 7.20 - '7.05 7.22 J 7.07 7.29 7.00 7.31 6.96 7.23 6.95 7.26 I 6.99 7.22 7.04 7.24 7.02 7.20 1 7.00 7.25 I i 6.97 7.18 1 6.99 7.17 7.01 7.22 6.99 7.26 gdpols.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection 633 _ Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax identification Number MONITORING WELL DATA REPORT— I2023 NOV MONTHLY 3. Sampling Month & Frequency A. Facility Information Important:When filling out forms on 1. Facility name, address: the computer, use JOCEAN EDGE CONFERENCE CTR only the tab key to move your cursor - do not use the return key. rAb » a. Name ROUTE 6A b. Street Address BREWSTER C. City 2. Contact information: JAMES TRINGALE a. Name of Facility Contact Person 9785321900 b. Telephone Number 3. Sampling information: 111/17/2023 MA 02631 d. State e. Zip Code wsscompliance@wseinc.com c. e-mail address ON SITE MEASUREMENTS a. Date Sampled (mm/dd/yyyy) b. Laboratory Name CHRIS VIGNEAU c. Analysis Performed By (Name) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency Monitoring Well Data Report - 2023 Nov Monthly iT r- All forms for submittal have been completed. 2.- This is the last selection. 3. r Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection 633 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit' L)2. Tax identification Number MONITORING WELL DATA REPORT -- 2023 NOV MONTHLY I 3. Sampling Month & Frequency C. Contaminant Analysis Information • For "0", below detection limit, less than (<) value, or not detected, enter "ND" • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled • DRY = Not enough water in well to sample. Parameter/Contaminant DG2 DG3 DG4 DG5 UG1 Units Well #: 1 Well #: 2 Well #: 3 Well #: 4 Well #: 5 Well #: 6 PH 6.20 6.10 5.90 6.30 6.10 S.U. STATIC WATER LEVEL 45.9 44.7 42.1 46.9 40.2 FEET SPECIFIC CONDUCTANCE 470 510 300 285 260 UMHOS/C mwdgwp-blank.doc • rev. 09/15/15 Monitoring Well Data for Groundwater Permit • Page 1 of 1 Massachusetts Department of Environmental Protection 633 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax identification Number DISCHARGE MONITORING REPORT - 2023 NOV MONTHLY 3. Sampling Month & Frequency A. Facility Information Important:When filling out forms on 1. Facility name, address: the computer, use OCEAN EDGE CONFERENCE CTR only the tab key to a. Name move your cursor - IROUTE 6A do not use the return key. b. Street Address BREWSTER MA 02631 VW C. City d. State e. Zip Code 2. Contact information: F_�2mjnJAMES TRINGALE a. Name of Facility Contact Person 9785321900 b. Telephone Number 3. Sampling information: 111/1712023 a. Date Sampled (mm/dd/yyyy) VARIOUS ANALYSTS wsscompliance@wseinc.com c. e-mail address R I ANALYTICAL b. Laboratory Name c. Analysis Performed By (Name) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency Discharge Monitoring Report - 2023 Nov Monthly F All forms for submittal have been completed. 2. F This is the last selection. 3. I_ Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program Groundwater Permit DISCHARGE MONITORING REPORT D. Contaminant Analysis Information • For "0", below detection limit, less than (<) value, or not detected, enter "ND" • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled 633 1. Permit Number 2. Tax identification Number 2023 NOV MONTHLY ampling Month & Frequency 1. Parameter/Contaminant 2. Influent 3. Effluent 4. Effluent Method Units Detection limit BOD 83 13 10 MG/L TSS 1140 6.0 2.0 MG/L TOTAL SOLIDS 1680 MG/L AMMONIA -N I17 MG/L NITRATE -N ND 0.050 MG/L TOTAL NrrROGEN(NO3+NO2+TKN) 2.1 MG/L OIL & GREASE 0.90 0.50 MG/L infeffrp-blank.doc • rev. 09/15/15 Groundwater Permit Discharge Monitoring Report • Page 1 of 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program Groundwater Permit Ll t Important:When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Information EDGE CONFERENCE CTR a. Name ROUTE 6A b. Street Address BREWSTER IMA C. City d. State 633 1. Permit Number I 2. Tax identification Number 02631 e. Zip Code Certification "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate and complete. I am aware that ther are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." JAMES R. TRINGALE 12/27/2023 Any person signing a. Signature a document under 314 CMR 5.14(1) or (2) shall make the Report following certification If you are filing electronic -ally and want to attach additional comments, select the check box. Package Comments _ b. Date (mm/dd/yyyy) gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit • Page 1 of 1 Imo. I. ►L,.VM1r1d- Speaiafists in Eriwir-onmsntai Services LABORATORY REPORT WSS Inc.dba Weston & Sampson Date Received: Attn: Compliance Department Date Reported: 55 Walkers Brook Drive P.O. Number Suite 100 Reading, MA 01867 Work Order #: 2311-19623 Project Name: PROJECT# 25364 OCEAN EDGE RESORT - MONTHLY 11/17/2023 11/28/2023 Page 1 of 3 Enclosed are the analytical results and Chain of Custody for your project referenced above. The sample(s) were analyzed by our Warwick, RI laboratory unless noted otherwise. When applicable subcontracted results are noted and subcontracted reports are enclosed in their entirety. All samples were analyzed within the established guidelines of US EPA approved methods with all requirements met, unless otherwise noted at the end of a given sample's analytical results or in a case narrative. The Detection Limit is defined as the lowest concentration of an analyte that can be reliably detected under routine laboratory conditions. The Reporting Limit is the minimum concentration that can be reliably quantified under routine laboratory conditions. These results only pertain to the samples submitted for this Work Order # and this report shall not be reproduced except in its entirety. We certify that the following results are true and accurate to the best of our knowledge. If you have questions or need further assistance, please contact our Customer Service Department. Approved by: 'fit' 19U , for Katie Amaral, Ph.D., CMQ/OE Laboratory Director Laboratory Certification Numbers (as applicable to sample's origin state): Warwick RI * RI LAI00033, MA M-RIO15, CT PH -0508 Page 2 of 3 Report Qualifiers & Abbreviations These qualifiers/abbreviations may or may not be present in this report. Qualifier Descriptions * Recovery outside of acceptance limits B Analyte detected in method blank at a level about the detection limit D Surrogate diluted out to reach a parameter result within the instrument calibration curve E Parameter result exceeds calibration curve 7 Estimated result based on MDL Abbreviation Definition BLK Method Blank CFU Colony Forming Unit DF Dilution Factor DL Detection Limit LCS(D) Laboratory Control Standard (Duplicate) MCL Maximum Contaminant Level MCLG Maximum Contaminant Level Goal MDL Method Detection Limit WN Most Probable Number MS(D) Matrix Spike (Duplicate) QC Quality Control RPD Relative Percent Difference TIC Tentatively Identified Compound TNTC Too Numerous to Count *CS Field data provided by the client Page 3 of 3 R.I. Analytical Laboratories, Inc. Laboratory Report WSS Inc.dba Weston & Sampson Work Order #: 2311-19623 Project Name: PROJECT# 25364 OCEAN EDGE RESORT - MONTHLY Sample Number: 001 REP. DATE/TIME Sample Description: INFLUENT LIMIT UNITS METHOD ANALYZED ANALYST Sample Type : COMPOSITE 10 mg/L SM5210B 21ed 11/17/2023 23:18 HNB Sample Date / Time; 11/17/2023 @ 05:40 2.0 mg/L SM2540D 2023 11/20/2023 12:38 VC Nitrite(asN) SAMPLE REP. mg/L EPA 300.0 DATE/TIME JW PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST BOD 5 83 30 mg/L SM5210B 21 ed 11/17/2023 23:18 HNB Total Suspended Solids 140 2.0 mg/L SM2540D 2023 11/20/2023 9:55 VC Total Solids 680 10 mg/L SM2540B18-2led 11/21/2023 16:37 ZAC Ammonia (as N) 17 0.40 mg/L EPA 350.1 11/27/2023 12:31 VC Sample Number: 002 Sample Description: EFFLUENT Sample Type : COMPOSITE Sample Date / Time: 11/17/2023 @ 05:50 Sample Number: 003 Sample Description: EFFLUENT Sample Type : GRAB Sample Date/ Time: 11/17/2023 @ 06:00 SAMPLE REP. DATE/TIME PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST Oil & Grease Gravimetric 0.90 0.50 mgt EPA 1664A 11/22/2023 12:55 ZAC SAMPLE REP. DATE/TIME PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST BOD 5 13 10 mg/L SM5210B 21ed 11/17/2023 23:18 HNB Total Suspended Solids 6.0 2.0 mg/L SM2540D 2023 11/20/2023 12:38 VC Nitrite(asN) <0.050 0.050 mg/L EPA 300.0 11/17/2023 23:21 JW Nitrate (as N) <0.050 0.050 mg/L EPA 300.0 11/17/2023 23:21 JW TKN(as N) 2.1 0.50 mg/L SM4500NOrg-D 18-2led 11/21/2023 12:30 ICD Sample Number: 003 Sample Description: EFFLUENT Sample Type : GRAB Sample Date/ Time: 11/17/2023 @ 06:00 SAMPLE REP. DATE/TIME PARAMETER RESULTS LIMIT UNITS METHOD ANALYZED ANALYST Oil & Grease Gravimetric 0.90 0.50 mgt EPA 1664A 11/22/2023 12:55 ZAC i R.I. ANALYTICAL Spesotallata In L.rnrlrornmeretal Beriftwe CHAIN OF CUSTODY RECORD I N c G�I c lF c c' a b �, o , c V 0 O L in 1 o ° g 01 ° 1 N o Sa 0 to o W 1 N o 12 1 z W t2 z 1 a z z m $ z z 1 n z CC z P- 1 F m 1 t : zFio 1 z 41) d 2 c E I z a S . a 01 o_ o X- 0 a ~ IL y ad O I c� o E w v o y MV ti v 41 Illinois Avenue 131 Coolidge St., Suite 105 Warwick, RI 02888-3007 Hudson, MA 01749-1331 800-937-2580 • Fax: 401-738-1970 800-937-2580 • Fax: 978-568-0078 Date Time Collected Collected Field Sample Identification io 7 Y '1 A PI v r► --1 r/ C 117's k-V`kv f I X JkM i { l' - J li I Client Information Company Name: WSS Inc., dba Weston 81 Sampsor Address: 55 Walkers Brook Drive' Suite 100 city / state / zip: Reading, MA 01867 Telephone: 978-532-1900 Fax: Contact Person: ChristWherVianeau Ces Project Name: UCei P.O. Number: Report To: Chris 7-0100 Sampled by: C61 Quote No: Project Information =die Resort — _22A (, M ProjectNumber: 25364 neau Phone: 978-818-9946 Fax: "4 ,1 qLcL Email address vigneauc@wseinc.com list: wsscompliance@wseinc.com Project Comments Circle if applicable: GWA, GW -2, GW -3, S-1, S-2, S-3 MCP Data EnhanceMfflt Par-ka e? NO A. Temp. Upon Receipt ��� . °C Turn Around Time Normal X EMAIL. Report X 5-7 Business days. Rush — Date Dae: I I Lab Use Only ample Pick Up Only AL Sampled; attachfieldhouls Shipped on ice Workorder No: n ' l— l Ct t� Containers: Poly, G=Glass, AG Amber Glass, V=Val, St=Sterile Preservatives: A=AscorbicAcid, NH4=NH4CI, H=HCI,M--MeOH,N=HNO3,NP--None,S=H2SO4,SB=NaHSO4,SH=NaOH,T=Na2—ST03,Z=ZnOW Matrix Codes: GW=Groundwater, SW=Surface Water, WW=Wastewater, DW=Drinking Water, S --Soil, SL=Sludge, A=Air, B--Bulk/Solid, 0= Page 1 of 7 December 21, 2023 Bryan Webb (via email) Ocean Edge Resort 2907 Main Street Brewster, MA 02631 RE: Ocean Edge Resort Wastewater Treatment Facility Monthly Operations Report — November 2023 Dear Mr. Webb: WestonOSampson 55 Walkers Brook Drive, Suite 100, Reading, MA 01867 Tel: 978.532.1900 Enclosed please find the Monthly Operations Reporting Package for the Ocean Edge Resort wastewater treatment facility (WWTF) located at 832 Village Drive in Brewster, MA. Weston & Sampson Services, Inc. would like to note the following: • All regulated effluent parameters of samples collected on November 17 were reported to be within their respective permissible limits. • Data was filed with MassDEP electronically, via eDEP. A copy of the transaction is included in this package. If you have any questions or concerns regarding this report, or the wastewater treatment facility, please feel free to contact me at wsscompliance@wseinc.com. Regards, WESTON & SAMPSON SERVICES, INC. l James R. Tringale Compliance Coordinator cc: Brewster Board of Health (via email) FR Mahony Associates (via email) westo n a n d s a m ps o n. c o m Offices in: MA, CT, NH, VT, NY, NJ, PA, SC & FL 5em,�� , Y)()'\/ Massachusetts Department of Environmental Protection DEP Transaction Copy Here is the file you requested for your records. To retain a copy of this file you must save and/or print. Username: EBELAIR Transaction ID: 1641824 Document: Groundwater Discharge Monitoring Report Forms Size of File: 1079.95K Status of Transaction: submitted Date and Time Created: 12/26/2023:12:38:47 PM Note: This file only includes forms that were part of your transaction as of the date and time indicated above. If you need a more current copy of your transaction, return to eDEP and select to "Download a Copy" from the Current Submittals page. LiI Important:When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program Groundwater Permit DISCHARGE MONITORING REPORT A. Facility Information 1. Facility name, address: SERENITY BREWSTER WWTF a. Name 873 HARWICH ROAD b. Street Address IBREWSTER C. City 2. Contact information: MAHEEN AKHTER a. Name of Facility Contact Person 6178526110 b. Telephone Number 3. Sampling information: 11/2/2023 a. Date Sampled (mm/dd/yyyy) IKRISTIN PHELAN c. Analysis Performed By (Name) B. Form Selection 599 1. Permit Number 2. Tax identification Number 2023 NOV MONTHLY 3. Sampling Month & Frequency WA 102631 d. State e. Zip Code makhter@elevationfinancialgroup.com c. e-mail address RI ANALYTICAL b. Laboratory Name 1. Please select Form Type and Sampling Month & Frequency Discharge Monitoring Report - 2023 Nov Monthly F All forms for submittal have been completed. 2. r This is the last selection. 3. F Delete the selected form. 7-1 gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection 599 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax identification Number DISCHARGE MONITORING REPORT 12023 NOV MONTHLY 13 3. Sampling Month & Frequency D. Contaminant Analysis Information • For "0", below detection limit, less than (<) value, or not detected, enter "ND" • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled 1. Parameter/Contaminant 2. Influent 3. Effluent 4. Effluent Method Units Detection limit BOD 17 ND 3.0 MG/L TSS 12 12_3 2.0 MG/L TOTAL SOLIDS 260 MG/L AMMONIA -N 5.2 MG/L NITRATE -N 1.1 0.050 MG/L TOTAL NITROGEN(NO3+NO2+TKN) 2.7 0.50 MG/L OIL & GREASE 0.80 0.50 MG/L infeffrp-blank.doc • rev. 09/15/15 Groundwater Permit Discharge Monitoring Report • Page 1 of 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program Groundwater Permit MONITORING WELL DATA REPORT A. Facility Information Important:when filling out forms on 1. Facility name, address: the computer, use SERENITY BREWSTER WWTF only the tab key to a. Name move your cursor - 873 HARWICH ROAD do not use the return key. b. Street Address IBREWSTER MA W - -I I C. City d. State 2. Contact information: MAHEEN AKHTER a. Name of Facility Contact Person 6178526110^ b. Telephone Number 3. Sampling information: 111/3/2023 a. Date Sampled (mm/dd/yyyy) IRICK BRULOTTE c. Analysis Performed By (Name) B. Form Selection 599 1. Permit Number 2. Tax idenUt cation Number 2023 NOV MONTHLY 3. Sampling Month & Frequency 02631 e. Zip Code makhter@elevationfinancialgroup.com c. e-mail address WHITEWATER b. Laboratory Name 1. Please select Form Type and Sampling Month & Frequency Monitoring Well Data Report - 2023 Nov Monthly r All forms for submittal have been completed. 2. This is the last selection. 3. r Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection 599 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax identification Number MONITORING WELL DATA REPORT — - 2023 NOV MONTHLY LLI 3. Sampling Month & Frequency C. Contaminant Analysis Information • For "0", below detection limit, less than (<) value, or not detected, enter "ND" < • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled • DRY = Not enough water in well to sample. Parameter/Contaminant MW1 MW2 MW3 MW4 Units Well #: 1 Well #: 2 Well #: 3 Well #: 4 Well #: 5 Well #: 6 PH 6.4 6.9 6.9 _ 7 S.U. STATIC WATER LEVEL 59.4 158.1 59.5 29.25 _ FEET SPECIFIC CONDUCTANCE 319 11220 I 375 619 UMHOS/C �^ mwdgwp-blank.doc • rev. 09/15/15 Monitoring Well Data for Groundwater Permit • Page 1 of 1 Massachusetts Department of Environmental Protection 599 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit ax identification Number DAILY LOG SHEET 2023 NOV DAILY I io 3. Sampling Month & Frequency A. Facility Information Important: When filling out forms on 1. Facility name, address: the computer, use ISERENITY BREWSTER WWTF only the tab key to a. Name move your cursor - 873 HARWICH ROAD do not use the return key. b. Street Address BREWSTER C. City 2. Contact information: &Aff '11111, MAHEEN AKHTER WX_:0! a. Name of Facility Contact Person 6178526110 b. Telephone Number 3. Sampling information: MA 02631 d. State e. Zip Code makhter@elevationfinancialgroup.com c. e-mail address 11/30/2023 IWHITEWATER a. Date Sampled (mm/dd/yyyy) b. Laboratory Name RICK BRULOTTE c. Analysis Performed By (Name) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency Daily Log Sheet - 2023 Nov Daily r All forms for submittal have been completed. 2. � This is the last selection. 3. r- Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Massachusetts Department of Environmental Protection 599 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax identification Number DAILY LOG SHEET — 2023 NOV DAILY 3. Sampling Month & Frequency C. Daily Readings/Analysis Information Effluent Reuse Irrigation Flow GPD Flow GPD Flow GPD 8182 9135 7233 6672 1760l� 7280 8101 8637 6748 7320 6960 7705 6977 9452 17608 7415 7277 7639 6657 6270 MEW - 8370 8838 7567 6971 7374 6850 8210 7601 T I 8185 7512 Turbidity Influent pH Effluent Chlorine Uv pH Residual Intensity (mg/1) M) 1 - 0.8 0.8 0.8 0.6 0.6 _ 0.2 �I 0.7 1 0.4 0.6 0.6 I0.9 0.8 0.6 gdpols.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Important:When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Any person signing a document under 314 CMR 5.14(1) or (2) shall make the following certification If you are filing electronic -ally and want to attach additional comments, select the check box. r Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program Groundwater Permit Facility Information SERENITY BREWSTER WWTF a. Name 873 HARWICH ROAD b. Street Address BRREWSTER C. City 599 1. Permit Number 2. -ax identification Number MA 02631 d. State e. Zip Code Certification "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate and complete. I am aware that ther are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." ELIZABETH BELAIR a. Signature 12/26/2023 b. Date (mm/dd/yyyy) Re ortin�4 Packa--ie Comments FACILITY WAS IN FULL COMPLIANCE WITH ALL PERMIT REQUIREMENTS FOR THE MONTH gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit • Page 1 of 1 ow nod Massachusetts Department of Environmental Protection DE P Transaction Copy Here is the file you requested for your records. To retain a copy of this file you must save and/or print. Username: SFARRENKOPF Transaction ID: 1650445 Document: Groundwater Discharge Monitoring Report Forms Size of File: 1083.91K Status of Transaction: In Process Date and Time Created: 12114/2023:2:39:11 PM Note: This file only includes forms that were part of your transaction as of the date and time indicated above. If you need a more current copy of your transaction, return to eDEP and select to "Download a Copy" from the Current Submittals page. LLI Important:When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. 1AQ I MW * E - Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program Groundwater Permit DAILY LOG SHEET A. Facility Information 1. Facility name, address: MAPLEWOOD AT BREWSTER a. Name 820 HARWICH ROAD b. Street Address BREWSTER C. City 2. Contact information: JOSEPH SMITH a. Name of Facility Contact Person 7742125005 b. Telephone Number 3. Sampling information: 111/1/2023 a. Date Sampled (mm/dd/yyyy) BEA/NSU WWTO PERSONNEL c. Analysis Performed By (Name) B. Form Selection 951 1. Permit Number L. Tax ident,T,cation ;dumber , 2023 NOV DAILY 3. Sampling Month & Frequency IMA 02631 d. State e. Zip Code smith@nsuwater.com c. e-mail address NOT APPLICABLE b. Laboratory Name 1. Please select Form Type and Sampling Month & Frequency Daily Log Sheet - 2023 Nov Daily F All forms for submittal have been completed. 2. r_ This is the last selection. 3. r Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection 951 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax identification Number DAILY LOG SHEET 2023 NOV DAILY Ll 3. Sampling Month & Frequency Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 C. Daily Readings/Analysis Information Effluent Reuse Irrigation Turbidity Influent pH Effluent Chlorine Flow GPD Flow GPD Flow GPD pH Residual (mg/1) 12398 4381 5269 5202 - 7157 6591 + 5279 6294TH G')aA 9720 6239 6239 6239 1116239 6239 14189 j10816 7995__ 8945 6.9 : I 7.2 -_ 7.0 7.2 I :I 6.9 6.8 i 6.8 6.8 6.8 6.9 7.0 6.7 17.0 7.6 + r - 6.9 7.4 6.8 7.1 6.9 6.9 6.9 7.0� 6.8 6.8 6.9 16.8 6.8 � 6.9 6.9 Tj 7.1 6.8 .� 6.8 � 6.9 7.0 6.8 7.3 - Uv Intensity (%) gdpols.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Important:When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. VQ FMW XT Massachusetts Department of Environmental Protection 951 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax identification Number DISCHARGE MONITORING REPORT 2023 NOV MONTHLY 3. Sampling Month 8. Frequency A. Facility Information 1. Facility name, address: MAPLEWOOD AT BREWSTER a. Name 820 HARWICH ROAD b. Street Address 'BREWSTER C. City 2. Contact information: .MA 102631 d. State e. Zip Code .JOSEPH SMITH a. Name of Facility Contact Person 7742125005 'smith@nsuwater.com b. Telephone Number c. e-mail address 3. Sampling information: 11/16/2023 ALPHA ANALYTICAL a. Date Sampled (mm/dd/yyyy) b. Laboratory Name ALPHA ANALYTICAL PERSONNEL c. Analysis Performed By (Name) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency Discharge Monitoring Report - 2023 Nov Monthly F All forms for submittal have been completed. 2. F_ This is the last selection. 3.- Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection 951 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit _ 2. lax i entification Number DISCHARGE MONITORING REPORT 2023 NOV MONTHLY 3. Sampling Month &Frequency L —� D. Contaminant Analysis Information • For "0", below detection limit, less than (<) value, or not detected, enter "ND" • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled 1. Parameter/Contaminant 2. Influent 3. Effluent 4. Effluent Method Units Detection limit BOD 77 ND 2.0 MG/L TSS 32 ND 5.0 MG/L TOTAL SOLIDS 380 MG/L AMMONIA -N 14.6 MG/L NITRATE -N 12 0.50 MG/L TOTAL NITROGEN(NO3+NO2+TKN) 14.42 1.15 MG/L OIL & GREASE ND 3.6 MG/L infeffrp-blank.doc • rev. 09/15/15 Groundwater Permit Discharge Monitoring Report • Page 1 of 1 Massachusetts Department of Environmental Protection 951 _ Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax identification Number MONITORING WELL DATA REPORT 2023 NOV MONTHLY L-1 3. Sampling Month & Frequency A. Facility Information Important:When filling out forms on 1. Facility name, address: the computer, use IMAPLEWOOD AT BREWSTER only the tab key to a. Name move your cursor - 820 HARWICH ROAD do not use the return key. b. Street Address _ !� BREWSTER MA 02631 C. City d. State e. Zip Code 2. Contact information: ra�►n JOSEPH SMITH a. Name of Facility Contact Person 7742125005 ismith@nsuwater.com b. Telephone Number c. e-mail address 3. Sampling information: 11 /16/2023 a. Date Sampled (mm/dd/yyyy) • LPHAANALYTICAL PERSONNEL c. Analysis Performed By (Name) B. Form Selection ALPHA ANALYTICAL b. Laboratory Name 1. Please select Form Type and Sampling Month & Frequency Monitoring Well Data Report - 2023 Nov Monthly F All forms for submittal have been completed. 2. t✓ This is the last selection. 3. F Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection 951 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit l.2. Tax identification Number MONITORING WELL DATA REPORT 2023 NOV MONTHLY 3. Sampling Month & Frequency C. Contaminant Analysis Information • For "0", below detection limit, less than (<) value, or not detected, enter "ND" • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled • DRY = Not enough water in well to sample. Parameter/Contaminant MW -1 MW -2 MW -3 MW -4 Units Well #: 1 Well #: 2 Well #: 3 Well #: 4 PH 6.84 6.52 I i 6.67 6.91 S.U. STATIC WATER LEVEL 33.25 J 32.13 32.68 32.31 F1Ff SPECIFIC CONDUCTANCE 168.1 193.4 I 202.6 165.0 _ . UMHOS/C Well #: 5 Well #: 6 c mwdgwp-blank.doc • rev. 09/15/15 Monitoring Well Data for Groundwater Permit • Page 1 of 1 Important:When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program Groundwater Permit Facility Information MAPLEWOOD AT BREWSTER a. Name 820 HARWICH ROAD b. Street Address BREWSTER C. City 951 1. Permit Number 2. Tax identification Number MA 02631 d. State e. Zip Code Certification "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel property gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate and complete. I am aware that ther are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." SAMANTHA FARRENKOPF 112/14/2023 Any person signing a. Signature b. Date (mm/dd/yyyy) a document under 314 CMR 5.14(1) or 31shall Reporting Package Comments make the following BENNETT ENVIRONMENTAL ASSOCIATES, LLC. (BEA) HAS COMPLETED THE NOVEMBER 2023 MONTHLY INFLUENT AND EFFLUENT SAMPLING OF THE BIOCLERE WASTEWATER certification TREATMENT SYSTEM. MONTHLY WASTEWATER SAMPLING WAS COMPLETED ON 11/16/23. If you are filing LABORATORY RESULTS REPORTED NITRATE AND TOTAL NITROGEN GREATER THAN DISCHARGE PERMIT LIMITS. EFFLUENT RESAMPLING COMPLETED ON 12/5/23 FOR electronic -ally and : NALYSIS OF NITRATE AND TOTAL NITROGEN REPORTED CONCENTRATIONS OF 0.22 MG/L want to attach AND 2.37 MG/L, RESPECTIVELY. EFFLUENT PH WAS REPORTED WITHIN THE 6.5-8.5 RANGE additional THROUGHOUT THE MONTH. FLOW VOLUME MEASUREMENTS WERE ASSESSED DURING comments, select THE MONTH FROM THE SYSTEM'S EFFLUENT FLOW METER_ DAILY FLOW REMAINED the check box. WITHIN THE 19,800 -GPD LIMITATION THROUGHOUT THE MONTH. THE MINIMUM, MAXIMUM AND AVERAGE GPD FLOWS REPORTED OVER THE COURSE OF THE MONTH WERE 4,381 P GPD, 14,189 GPD AND 7,303 GPD, RESPECTIVELY. gdpols 2015-09-15.doc • rev 09/15/15 Groundwater Permit • Page 1 of 1 ANALYIICAL ANALYTICAL REPORT Lab Number: L2368339 Client: Bennett Environmental Associates 1573 Main Street Brewster, MA 02631 ATTN: Samantha Farrenkopf Phone: (508) 896-1706 Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Report Date: 11/27/23 Serial—No: 11272318:05 The original project report/data package is held by Alpha Analytical. This report/data package is paginated and should be reproduced only in its entirety. Alpha Analytical holds no responsibility for results and/or data that are not consistent with the original. Certifications & Approvals: MA (M-MA086), NH NELAP (2064), CT (PH -0826), IL (200077), IN (C -MA -03), KY (KY98045), ME (MA00086), MD (348), NJ (MA935), NY (11148), NC (25700/666), OH (CL108), OR (MA -1316), PA (68-03671), RI (LA000065), TX (T104704476), VT (VT -0935), VA (460195), USDA (Permit #525-23-122-91930). Eight Walkup Drive, Westborough, MA 01581-1019 508-898-9220 (Fax) 508-898-9193 800-624-9220 - www.alphalab.com Page 1 of 19 Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Serial—No: 11272318:05 Lab Number: L2368339 Report Date: 11/27/23 Alpha Sample Collection Sample ID Client ID Matrix Location Date/Time Receive Date L2368339-01 INFLUENT WATER BREWSTER, MA 11/16/23 11:00 11/16/23 L2368339-02 EFFLUENT WATER BREWSTER, MA 11/16/23 11:30 11/16/23 Page 2 of 19 Serial—No: 11272318:05 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2368339 Project Number: K10842DA.S.WW.700 Report Date: 11/27/23 Case Narrative The samples were received in accordance with the Chain of Custody and no significant deviations were encountered during the preparation or analysis unless otherwise noted. Sample Receipt, Container Information, and the Chain of Custody are located at the back of the report. Results contained within this report relate only to the samples submitted under this Alpha Lab Number and meet NELAP requirements for all NELAP accredited parameters unless otherwise noted in the following narrative. The data presented in this report is organized by parameter (i.e. VOC, SVOC, etc.). Sample specific Quality Control data (i.e. Surrogate Spike Recovery) is reported at the end of the target analyte list for each individual sample, followed by the Laboratory Batch Quality Control at the end of each parameter. Tentatively Identified Compounds (TICs), if requested, are reported for compounds identified to be present and are not part of the method/program Target Compound List, even if only a subset of the TCL are being reported. If a sample was re -analyzed or re -extracted due to a required quality control corrective action and if both sets of data are reported, the Laboratory ID of the re -analysis or re -extraction is designated with an "R" or "RE", respectively. When multiple Batch Quality Control elements are reported (e.g. more than one LCS), the associated samples for each element are noted in the grey shaded header line of each data table. Any Laboratory Batch, Sample Specific % recovery or RPD value that is outside the listed Acceptance Criteria is bolded in the report. In reference to questions H (CAM) or 4 (RCP) when "NO" is checked, the performance criteria for CAM and RCP methods allow for some quality control failures to occur and still be within method compliance. In these instances, the specific failure is not narrated but noted in the associated QC Outlier Summary Report, located directly after the Case Narrative. QC information is also incorporated in the Data Usability Assessment table (Format 11) of our Data Merger tool, where it can be reviewed in conjunction with the sample result, associated regulatory criteria and any associated data usability implications. Soil/sediments, solids and tissues are reported on a dry weight basis unless otherwise noted. Definitions of all data qualifiers and acronyms used in this report are provided in the Glossary located at the back of the report. HOLD POLICY - For samples submitted on hold, Alpha's policy is to hold samples (with the exception of Air canisters) free of charge for 21 calendar days from the date the project is completed. After 21 calendar days, we will dispose of all samples submitted including those put on hold unless you have contacted your Alpha Project Manager and made arrangements for Alpha to continue to hold the samples. Air canisters will be disposed after 3 business days from the date the project is completed. Please contact Project Management at 800-624-9220 with any questions. Page 3 of 19 Serial No:11272318:05 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2368339 Project Number: K10842DA.S.WW.700 Report Date: 11/27/23 Case Narrative (continued) Solids, Total Suspended The WG 1855029-2 LCS recovery for solids, total suspended (76%), associated with L2368339-02, is outside the acceptance criteria. Due to the lack of additional sample, no further action was taken. WG1855029: A Laboratory Duplicate was prepared with the sample batch, however, the native sample required re -analysis; therefore, the result could not be reported. I, the undersigned, attest under the pains and penalties of perjury that, to the best of my knowledge and belief and based upon my personal inquiry of those responsible for providing the information contained in this analytical report, such information is accurate and complete. This certificate of analysis is not complete unless this page accompanies any and all pages of this report. Authorized Signature: �. 'V . -Tiffani Morrissey Title: Technical Director/Representative Page 4 of 19 Date: 11/27/23 INORGANICS �1 MISCELLANEOUS Page 5of19 Serial—No: 11272318:05 1�, Serial No:11272318:05 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2368339 Project Number: K10842DA.S.WW.700 Report Date: 11/27/23 SAMPLE RESULTS Lab ID: L2368339-01 Date Collected: 11/16/23 11:00 Client ID: INFLUENT Date Received: 11/16/23 Sample Location: BREWSTER, MA Field Prep: Not Specified Sample Depth: Matrix: Water Dilution Date Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method Analyst General Chemistry - Westborough Lab Solids, Total 380 mg/I 13 NA 1.3 11/21/23 05:06 121,254013 DEW Solids, Total Suspended 32. mg/l 10 NA 2 - 11/22/23 20:56 121,2540D REM Nitrogen, Ammonia 14.6 mg/I 0.375 -- 5 11/19/23 20:18 11/21/23 21:50 121,4500NH3-13H AT BOD, 5 day 77 mg/I 30 NA 15 11/17/23 15:15 11/22/23 12:00 121,521013 MKT Page 6 of 19 Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 SAMPLE RESULTS Lab ID: L2368339-02 11/21/23 07:09 121,2540D Client ID: EFFLUENT 11/19/2320:18 11/21/2321:36 Sample Location: BREWSTER, MA -- 1 Sample Depth: 44,353.2 KAF 5 Matrix: Water 44,353.2 KAF Parameter Result Qualifier Units RL General Chemistry Westborough Lab NA 1 11/17/2315:15 Solids, Total Suspended ND mg/I 5.0 Nitrogen, Ammonia 1.02 mg/I 0.075 Nitrogen, Nitrite ND mg/I 0.050 Nitrogen, Nitrate 12. mg/I 0.50 Nitrogen, Total Kjeldahl 2.42 mg/I 0.600 BOD, 5 day ND mg/l 2.0 Oil & Grease, Hem-Grav ND mg/l 3.6 Page 7 of 19 Serial—No: 11272318:05 Lab Number: L2368339 Report Date: 11/27/23 Date Collected: 11/16/23 11:30 Date Received: 11/16/23 Field Prep: Not Specified Dilution Date MDL Factor Prepared Date Analytical Analyzed Method Analyst NA 1 - 11/21/23 07:09 121,2540D MRS -- 1 11/19/2320:18 11/21/2321:36 121,45001\11-13-131-1 AT -- 1 11/17/23 05:58 44,353.2 KAF 5 - 11/17/23 06:08 44,353.2 KAF 2 11/19/2323:52 11/21/2318:53 121,4500NH3-H AT NA 1 11/17/2315:15 11/22/2312:00 121,52108 MKT .9 11122/23 13:01 11/22/23 15:59 140,16646 JGM Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Method Blank Analysis Batch Quality Control Serial—No: 11272318:05 Lab Number: L2368339 Report Date: 11/27/23 Dilution Date Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method Analyst General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1853477-1 Nitrogen, Nitrite ND mg/I 0.050 11/17/23 03:25 44,353.2 KAF General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1853481-1 Nitrogen, Nitrate ND mg/I 0.10 1 11/17/23 03:30 44,353.2 KAF General Chemistry - Westborough Lab for sample(s): 01-02 Batch: WG1853807-1 BOD, 5 day ND mg/I 2.0 NA 1 11/17/23 15:15 11/22/23 12:00 121,521013 MKT General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1854242-1 Nitrogen, Total Kjeldahl ND mg/I 0.300 1 11/19/23 23:52 11/21/23 18:41 121,4500NH3-H AT General Chemistry - Westborough Lab for sample(s): 01-02 Batch: WG1854310-1 Nitrogen, Ammonia ND mg/I 0.075 1 11/19/23 20:18 11/21/23 21:18 121,4500NH3-BH AT General Chemistry - Westborough Lab for sample(s): 01 Batch: WG1854947-1 Solids, Total ND mg/I 10 NA 1 - 11/21/23 05:06 121,2540B DEW General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1855029-1 Solids, Total Suspended ND mg/I 5.0 NA 1 - 11/21/23 07:09 121,2540D MRS General Chemistry -Westborough Lab for sample(s): 02 Batch: WG1855735-1 Oil & Grease, Hem -Gray ND mg/I 4.0 1 11/22/23 13:01 11/22/23 14:38 140,1664B JGM General Chemistry - Westborough Lab for sample(s): 01 Batch: WG1855878-1 Solids, Total Suspended ND mg/I 5.0 NA 1 11/22/23 20:56 121,2540D REM Page 8 of 19 Lab Control Sample Analysis Project Name: MAPLEWOOD AT BREWSTER Batch Quality Control Project Number: K10842DA.S.WW.700 LCS LCSD %Recovery Parameter %Recovery Qual %Recovery Qual Limits General Chemistry - Westborough Lab Associated sample(s): 02 Batch: WG1853477-2 Nitrogen, Nitrite 102 90-110 General Chemistry - Westborough Lab Associated sample(s): 02 Batch: WG1853481-2 Nitrogen, Nitrate 90-110 General Chemistry - Westborough Lab Associated sample(s): 01-02 Batch: WG1853807-2 BOD, 5 day 100 85-115 General Chemistry - Westborough Lab Associated sample(s): 02 Batch: WG1854242-2 Nitrogen, Total Kjeldahl 115 78-122 General Chemistry - Westborough Lab Associated sample(s): 01-02 Batch: WG1854310-2 Nitrogen, Ammonia 105 80-120 General Chemistry - Westborough Lab Associated sample(s): 01 Batch: WG1854947-2 Solids, Total 101 80-120 General Chemistry - Westborough Lab Associated sample(s): 02 Batch: WG1855029-2 Solids, Total Suspended 76 Q 80-120 Page 9 of 19 Serial No:11272318:05 Lab Number: L2368339 Report Date: 11/27/23 RPD Qual RPD Limits 20 20 20 Lab Control Sample Analysis Project Name: MAPLEWOOD AT BREWSTER Batch Quality Control Project Number: K10842DA.S.WW.700 LCS LCSD Parameter _ _ %Recovery %Recovery General Chemistry -Westborough Lab Associated sample(s): 02 Batch: WG1855735-2 Oil & Grease, Hem-Grav 79 General Chemistry - Westborough Lab Associated sample(s): 01 Batch: WG1855878-2 Solids, Total Suspended 101 Serial—No: 11272318:05 Lab Number: L2368339 Report Date: 11/27/23 %Recovery Limits RPD RPD Limits 78-114 18 80-120 Page 10 of 19 F: Serial No:11272318:05 Matrix Spike Analysis Project Name: MAPLEWOOD AT BREWSTER Batch Quality Control Lab Number: L2368339 Project Number: K10842DA.S.WW.700 Report Date: 11/27/23 Native MS MS MS MSD MSD Recovery RPD Parameter Sample Added Found %Recovery Qual Found %Recovery Qual Limits RPD Qual Limits General Chemistry -Westborough Lab Associated sample(s): 02 QC Batch ID: WG1853477-4 QC Sample: L2368339-02 Client ID: EFFLUENT Nitrogen, Nitrite ND 4 4.2 105 80-120 20 General Chemistry -Westborough Lab Associated sample(s): 02 QC Batch ID: WG1853481-4 QC Sample: L2368339-02 Client ID: EFFLUENT Nitrogen, Nitrate 12 4 16 83-113 6 General Chemistry -Westborough Lab Associated sample(s): 01-02 QC Batch ID: WG1853807-4 QC Sample: L2368222-01 Client ID: MS Sample BOD, 5 day ND 100 89 50-145 35 General Chemistry -Westborough Lab Associated sample(s): 02 QC Batch ID: WG1854242-4 QC Sample: L2368371-01 Client ID: MS Sample Nitrogen, Total Kjeldahl ND 8 5.96 74 Q 77-111 24 General Chemistry -Westborough Lab Associated sample(s): 01-02 QC Batch ID: WG1854310-4 QC Sample: L2368391-02 Client ID: MS Sample Nitrogen, Ammonia 620 40 655 80-120 20 General Chemistry -Westborough Lab Associated sample(s): 02 QC Batch ID: WG1855735-4 QC Sample: L2367637-02 Client ID: MS Sample Oil & Grease, Hem-Grav ND 37.7 32 78-114 18 General Chemistry -Westborough Lab Associated sample(s): 02 QC Batch ID: WG1855735-6 QC Sample: L2362960-99 Client ID: MS Sample Oil & Grease, Hem-Grav ND 37.7 32 85 - - 78-114 18 Page 11 of 19 Serial No: 11272318:05 General Chemistry - Westborough Lab Associated sample(s): 02 Lab Duplicate Analysis WG1854242-3 Project Name: MAPLEWOOD AT BREWSTER L2368371-01 Batch Quality Control Lab Number: L2368339 Project Number: K10842DA.S.WW.700 ND Report Date: 11/27/23 Parameter Native Sample Duplicate Sam -71e Units RPD Qual RPD Limits General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1853477-3 QC Sample: L2368339-02 Client ID: EFFLUENT Nitrogen, Nitrite ND ND mg/l 20 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1853481-3 QC Sample: L2368339-02 Client ID: EFFLUENT Nitrogen, Nitrate 12 12 mg/I 6 General Chemistry - Westborough Lab Associated sample(s): 01-02 QC Batch ID: WG1853807-3 QC Sample: L2368222-01 Client ID: DUP Sample BOD, 5 day ND ND mg/l NC 35 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1854242-3 QC Sample: L2368371-01 Client ID: DUP Sample Nitrogen, Total Kjeldahl ND ND 24 General Chemistry - Westborough Lab Associated sample(s): 01-02 QC Batch ID: WG1854310-3 QC Sample: L2368391-02 Client ID: DUP Sample Nitrogen, Ammonia 620 573 mg/l 20 General Chemistry - Westborough Lab Associated sample(s): 01 QC Batch ID: WG1854947-3 QC Sample: L2367614-01 Client ID: DUP Sample Solids, Total 320 350 mg/I 16 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1855735-3 QC Sample: L2367637-01 Client ID: DUP Sample Oil & Grease, Hem-Grav ND ND 18 General Chemistry - Westborough Lab Associated sample(s): 01 QC Batch ID: WG 1855878-3 QC Sample: L2368386-01 Client ID: DUP Sample Solids, Total Suspended 730 730 mg/I 32 General Chemistry - Westborough Lab Associated sample(s): 01 QC Batch ID: WG1855878-4 QC Sample: L2368663-01 Client ID: DUP Sample Solids, Total Suspended 41 41 mg/l 32 Page 12 of 19 Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Were project specific reporting limits specified? Cooler Information Cooler Custody Seal A Absent C Absent Sample Receipt and Container Information YES Serial No:11272318:05 Lab Number: L2368339 ReportDate: 11/27/23 Container Information Initial Final Temp Frozen Container ID Container Type Cooler pH pH deg C Pres Seal Date/Time Analysis(*) L2368339 -01A Plastic 500ml H2SO4 preserved A <2 <2 5.3 Y Absent NH3-4500(28) L2368339-01 B Plastic 950ml unpreserved A 7 7 5.3 Y Absent TSC-2540(7),BOD-5210(2) L2368339 -01C Plastic 950ml unpreserved A 7 7 5.3 Y Absent TSS -2540(7) L2368339 -02A Plastic 500ml H2SO4 preserved C <2 <2 2.2 Y Absent TKN-4500(28),NH3-4500(28) L2368339 -02B Plastic 950ml unpreserved C 7 7 2.2 Y Absent NO2-353(2),NO3-353(2),BOD-5210(2) L2368339 -02C Plastic 950ml unpreserved C 7 7 2.2 Y Absent TSS -2540(7) L2368339 -02D Amber 1000ml HCl preserved C NA 2.2 Y Absent OG -1664(28) L2368339 -02E Amber 1000ml HCl preserved C NA 2.2 Y Absent OG -1664(28) Page 13 of 19 *Values in parentheses indicate holding time in days Serial No:11272318:05 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2368339 Project Number: K10842DA.S.WW.700 Report Date: 11/27/23 GLOSSARY Acronyms DL Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the limit of quantitation (LOQ). The DL includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) EDL Estimated Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the reporting limit (RL). The EDL includes any adjustments from dilutions, concentrations or moisture content, where applicable. The use of EDLs is specific to the analysis of PAHs using Solid -Phase Microextraction (SPME). EMPC Estimated Maximum Possible Concentration: The concentration that results from the signal present at the retention time of an analyte when the ions meet all of the identification criteria except the ion abundance ratio criteria. An EMPC is a worst-case estimate of the concentration. EPA Environmental Protection Agency. LCS Laboratory Control Sample: A sample matrix, free from the analytes of interest, spiked with verified known amounts of analytes or a material containing known and verified amounts of analytes. LCSD Laboratory Control Sample Duplicate: Refer to LCS. LFB Laboratory Fortified Blank: A sample matrix, free from the analytes of interest, spiked with verified known amounts of analytes or a material containing known and verified amounts of analytes. LOD Limit of Detection: This value represents the level to which a target analyte can reliably be detected for a specific analyte in a specific matrix by a specific method. The LOD includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) LOQ Limit of Quantitation: The value at which an instrument can accurately measure an analyte at a specific concentration. The LOQ includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) Limit of Quantitation: The value at which an instrument can accurately measure an analyte at a specific concentration. The LOQ includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) MDL Method Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the reporting limit (RL). The MDL includes any adjustments from dilutions, concentrations or moisture content, where applicable. MS Matrix Spike Sample: A sample prepared by adding a known mass of target analyte to a specified amount of matrix sample for which an independent estimate oftarget analyte concentration is available. For Method 332.0, the spike recovery is calculated using the native concentration, including estimated values. MSD Matrix Spike Sample Duplicate: Refer to MS. NA Not Applicable. NC Not Calculated: Term is utilized when one or more of the results utilized in the calculation are non -detect at the parameter's reporting unit. NDPA/DPA - N-Nitrosodipheny]amine/Diphenylamine. NI Not Ignitable. NP Non -Plastic: Term is utilized for the analysis of Atterberg Limits in soil. NR No Results: Tenn is utilized when'No Target Compounds Requested' is reported for the analysis of Volatile or Semivolatile Organic TIC only requests. RL Reporting Limit: The value at which an instrument can accurately measure an analyte at a specific concentration. The RL includes any adjustments from dilutions, concentrations or moisture content, where applicable. RPD Relative Percent Difference: The results from matrix and/or matrix spike duplicates are primarily designed to assess the precision of analytical results in a given matrix and are expressed as relative percent difference (RPD). Values which are less than five times the reporting limit for any individual parameter are evaluated by utilizing the absolute difference between the values; although the RPD value will be provided in the report. SRM Standard Reference Material: A reference sample of a known or certified value that is of the same or similar matrix as the associated field samples. STLP Semi -dynamic Tank Leaching Procedure per EPA Method 1315. TEF Toxic Equivalency Factors: The values assigned to each dioxin and furan to evaluate their toxicity relative to 2,3,7,8-TCDD. TEQ Toxic Equivalent: The measure of a sample's toxicity derived by multiplying each dioxin and furan by its corresponding TEF and then summing the resulting values. TIC Tentatively Identified Compound: A compound that has been identified to be present and is not part of the target compound list (TCL) for the method and/or program. All TICs are qualitatively identified and reported as estimated concentrations. ReportFormat: Data Usability Report 2� Page 14 of 19 Serial—No: 11272318:05 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2368339 Project Number: K10842DA.S.WW.700 Report Date: 11/27/23 Footnotes 1 The reference for this analyte should be considered modified since this analyte is absent from the target analyte list of the original method. Terms Analytical Method: Both the document from which the method originates and the analytical reference method. (Example: EPA 8260B is shown as 1,8260B.) The codes for the reference method documents are provided in the References section of the Addendum. Chlordane: The target compound Chlordane (CAS No. 57-74-9) is reported for GC ECD analyses. Per EPA,this compound "refers to a mixture of chlordane isomers, other chlorinated hydrocarbons and numerous other components." (Reference: USEPA Toxicological Review of Chlordane, In Support of Summary Information on the Integrated Risk Information System (IRIS), December 1997.) Difference: With respect to Total Oxidizable Precursor (TOP) Assay analysis, the difference is defined as the Post -Treatment value minus the Pre -Treatment value. Final pH: As it pertains to Sample Receipt & Container Information section of the report, Final pH reflects pH of container determined after adjustment at the laboratory, if applicable. If no adjustment required, value reflects Initial pH. Frozen Date/Time: With respect to Volatile Organics in soil, Frozen Date/Time reflects the date/time at which associated Reagent Water - preserved vials were initially frozen. Note: If frozen date/time is beyond 48 hours from sample collection, value will be reflected in'bold'. Gasoline Range Organics (GRO): Gasoline Range Organics (GRO) results include all chromatographic peaks eluting from Methyl tert butyl ether through Naphthalene, with the exception of GRO analysis in support of State of Ohio programs, which includes all chromatographic peaks eluting from Hexane through Dodecane. Initial pH: As it pertains to Sample Receipt & Container Information section of the report, Initial pH reflects pH of container determined upon receipt, if applicable. PAH Total: With respect to Alkylated PAH analyses, the 'PAHs, Total' result is defined as the summation of results for all or a subset of the following compounds: Naphthalene, Cl -C4 Naphthalenes, 2 -Methylnaphthalene, I -Methylnaphthalene, Biphenyl, Acenaphthylene, Acenaphthene, Fluorene, CI -C3 Fluorenes, Phenanthrene, CI -C4 Phenanthrenes/Anthracenes, Anthracene, Fluoranthene, Pyrene, C1-C4 Fluoranthenes/Pyrenes, Benz(a)anthracene, Chrysene, C1-C4 Chrysenes, Benzo(b)fluoranthene, Benzoo)+(k)fluoranthene, Benzo(e)pyrene, Benzo(a)pyrene, Perylene, Indeno(1,2,3-cd)pyrene, Dibenz(ah)+(ac)anthracene, Benzo(g,h,i)perylene. If a'Total' result is requested, the results of its individual components will also be reported. PFAS Total: With respect to PFAS analyses, the'PFAS, Total (5)' result is defined as the summation of results for: PFHpA, PFHxS, PFOA, PFNA and PFOS. In addition, the'PFAS, Total (6)' result is defined as the summation ofresults for: PFHpA, PFHxS, PFOA, PFNA, PFDA and PFOS. For MassDEP DW compliance analysis only, the'PFAS, Total (6)' result is defined as the summation of results at or above the RL. Note: If a'Total' result is requested, the results of its individual components will also be reported. Total: With respect to Organic analyses, a'Total' result is defined as the summation of results for individual isomers or Aroclors. If a'Total' result is requested, the results of its individual components will also be reported. This is applicable to'Total' results for methods 8260, 8081 and 8082. Data Qualifiers A Spectra identified as "Aldol Condensates" are byproducts of the extraction/concentration procedures when acetone is introduced in the process. B The analyte was detected above the reporting limit in the associated method blank. Flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank. For MCP -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank. For DOD -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank AND the analyte was detected above one-half the reporting limit (or above the reporting limit for common lab contaminants) in the associated method blank. For NJ - Air -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte above the reporting limit. For NJ -related projects (excluding Air), flag only applies to associated field samples that have detectable concentrations of the analyte, which was detected above the reporting limit in the associated method blank or above five times the reporting limit for common lab contaminants (Phthalates, Acetone, Methylene Chloride, 2-Butanone). C Co -elution: The target analyte co -elutes with a known lab standard (i.e. surrogate, internal standards, etc.) for co -extracted analyses. D Concentration of analyte was quantified from diluted analysis. Flag only applies to field samples that have detectable concentrations of the analyte. E Concentration of analyte exceeds the range of the calibration curve and/or linear range of the instrument. F The ratio of quantifier ion response to qualifier ion response falls outside of the laboratory criteria. Results are considered to be an estimated maximum concentration. G The concentration may be biased high due to matrix interferences (i.e, co -elution) with non -target compound(s). The result should be considered estimated. H The analysis of pH was performed beyond the regulatory -required holding time of 15 minutes from the time of sample collection. I The lower value for the two columns has been reported due to obvious interference. J Estimated value. This represents an estimated concentration for Tentatively Identified Compounds (TICs). M Reporting Limit (RL) exceeds the MCP CAM Reporting Limit for this analyte. Report Format. Data Usability Report Page 15 of 19 Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Serial—No: 11272318:05 Lab Number: L2368339 Report Date: 11/27/23 Data Qualifers ND -Not detected at the reporting limit (RL) for the sample. NJ Presumptive evidence of compound. This represents an estimated concentration for Tentatively Identified Compounds (TICS), where the identification is based on a mass spectral library search. P The RPD between the results for the two columns exceeds the method -specified criteria. Q The quality control sample exceeds the associated acceptance criteria. For DOD -related projects, LCS and/or Continuing Calibration Standard exceedences are also qualified on all associated sample results. Note: This flag is not applicable for matrix spike recoveries when the sample concentration is greater than 4x the spike added or for batch duplicate RPD when the sample concentrations are less than 5x the RL. (Metals only.) R Analytical results are from sample re -analysis. RE Analytical results are from sample re -extraction. S Analytical results are from modified screening analysis. V The surrogate associated with this target analyte has a recovery outside the QC acceptance limits. (Applicable to MassDEP DW Compliance samples only.) Z The batch matrix spike and/or duplicate associated with this target analyte has a recovery/RPD outside the QC acceptance limits. (Applicable to MassDEP DW Compliance samples only.) Report Format: Data Usability Report Page 16 of 19 Serial—No-.1 1272318:05 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2368339 Project Number, K10842DA.S.WW.700 Report Date: 11/27/23 REFERENCES 44 Methods for the Determination of Inorganic Substances in Environmental Samples, EPA/600/R-93/100, August 1993. 121 Standard Methods for the Examination of Water and Wastewater. APHA-AWWA-WEF Standard Methods Online. 140 Method 1664,Revision B: N -Hexane Extractable Material (HEM; Oil & Grease) and Silica Gel Treated N -Hexane Extractable Material (SGT -HEM; Non -polar Material) by Extraction and Gravimetry, EPA -821-R-10-001, February 2010. LIMITATION OF LIABILITIES Alpha Analytical performs services with reasonable care and diligence normal to the analytical testing laboratory industry. In the event of an error, the sole and exclusive responsibility of Alpha Analytical shall be to re -perform the work at it's own expense. In no event shall Alpha Analytical be held liable for any incidental, consequential or special damages, including but not limited to, damages in any way connected with the use of, interpretation of, information or analysis provided by Alpha Analytical. We strongly urge our clients to comply with EPA protocol regarding sample volume, preservation, cooling, containers, sampling procedures, holding time and splitting of samples in the field. -A Page 17 of 19 Alpha Analytical, Inc. Facility: Company -wide Department: Quality Assurance Title: Certificate/Angroval Program Summary_ Certification Information The following analytes are not included in our Primary NELAP Scope of Accreditation: Serial_No:11272318:05 ID No.:17873 Revision 20 Published Date: 6/16/2023 4:52:28 PM Pa. ,e 1 of 1 Westborough Facility EPA 624.1: m/p-xylene, o -xylene, Naphthalene EPA 625.1: alpha -Terpineol EPA 8260D: NPW: 1,2,4,5-Tetramethylbenzene; 4-Ethyltoluene, Azobenzene; SCM: lodomethane (methyl iodide), 1,2,4,5-Tetramethylbenzene; 4- Ethyltoluene. EPA 8270E: NPW: Dimethylnaphthalene,1,4-Diphenylhydrazine, alpha -Terpineol; SCM: Dimethyl naphthalene, 1,4-Diphenylhydrazine. SM4500: NPW: Amenable Cyanide; SCM: Total Phosphorus, TKN, NO2, NO3. Mansfield Facility SM 254OD: TSS. EPA TO -15: Halothane, 2,4,4-Tdmethyl-2-pentene, 2,4,4-Trimethyl-l-pentene, Thiophene, 2-Methylthiophene, 3-Methylthiophene, 2-Ethylthiophene, 1,2,3 -Tri methyl benzene, Indan, Indene, 1,2,4,5-Tetramethylbenzene, Benzothiophene, 1 -Methylnaphthalene. Biological Tissue Matrix: EPA 3050B The following analytes are included in our Massachusetts DEP Scope of Accreditation Westborough Facility: Drinking Water EPA 300.0: Chloride, Nitrate -N, Fluoride, Sulfate; EPA 353.2: Nitrate -N, Nitrite -N; SM4500NO3-F: Nitrate -N, Nitrite -N; SM4500F-C, SM4500CN-CE. EPA 180.1, SM2130B, SM4500CI-D, SM2320B, SM2540C, SM4500H-B, SM450ONO2-B EPA 524.2: THMs and VOCs; EPA 504.1: EDB, DBCP. Microbiology: SM9215B; SM9223-P/A, SM9223B-Colilert-QT,SM9222D. Non -Potable Water SM4500H,B, EPA 120.1, SM2510B, SM2540C, SM2320B, SM4500CL-E, SM4500F-BC, SM4500NH3-BH: Ammonia -N and Kjeldahl -N, EPA 350.1: Ammonia -N, LACHAT 10-107-06-1-B: Ammonia -N, EPA 351.1, SM4500NO3-F, EPA 353.2: Nitrate -N, SM4500P-E, SM4500P-B, E, SM4500SO4-E, SM5220D, EPA 410.4, SM5210B, SM5310C, SM4500CL-D, EPA 1664, EPA 420.1, SM4500-CN-CE, SM2540D, EPA 300: Chloride, Sulfate, Nitrate. EPA 624.1: Volatile Halocarbons & Aromatics, EPA 608.3: Chlordane, Toxaphene, Aldrin, alpha -BHC, beta -BHC, gamma -BHC, delta -BHC, Dieldrin, DDD, DDE, DDT, Endosulfan I, Endosulfan II, Endosulfan sulfate, Endrin, Endrin Aldehyde, Heptachlor, Heptachlor Epoxide, PCBs EPA 625.1: SVOC (Acid/Base/Neutral Extractables). Microbiology: SM9223B-Colilert-QT; Enterolert-QT, SM9221 E, EPA 1600, EPA 1603, SM9222D. Mansfield Facility: Drinking Water EPA 200.7: Al, Ba, Cd, Cr, Cu, Fe, Mn, Ni, Na, Ag, Ca, Zn. EPA 200.8: Al, Sb, As, Ba, Be, Cd, Cr, Cu, Pb, Mn, Ni, Se, Ag, TL, Zn. EPA 245.1 Hg. EPA 522, EPA 537.1. Non -Potable Water EPA 200.7: Al, Sb, As, Be, Cd, Ca, Cr, Co, Cu, Fe, Pb, Mg, Mn, Mo, Ni, K, Se, Ag, Na, Sr, TL, Ti, V, Zn. EPA 200.8: Al, Sb, As, Be, Cd, Cr, Cu, Fe, Pb, Mn, Ni, K, Se, Ag, Na, TL, Zn. EPA 245.1 Hg. SM2340B For a complete listing of analytes and methods, please contact your Alpha Project Manager Document Type: Form Page 18 of 19 Pre-Qualtrax Document ID: 08-113 CHAIN OF CUSTODY PAGE I OF I v as"MMl t IJOh. MA Man iNK MA prefect Name: Maplinvood at Ekw"ter TEL: 508-M4)= TEL- 50&-$M4*W Pmjeat Location. Bmystar. MIA Client., Sennett Envimr merilel Elssa+cistes _ J�Proiect * XT08C Address. 1573 Mlaln St Pininct MnneDe-r Brewster. MA 02631 ALPHA GLvlr A. Phone, 508.896.1706 = M rad b. IdgpedM In MW Pax: 508-896-5109 0 Standard Email: slarrankwhM NSUWWar.com .. Thew eWOM Iwvt ~ PM -gully .ne Md by ArpNe Due Dale. Other (project Specific Requirements/Comrrlentstl3eteclion Uanits: p Rush ioNLY iP PRE-�WMOVIEa� Tirane" ALPHA Lab ID Sample ID — ` Corm= (Lab Use OnW De�TWO s irn.wVO.Ci-0IfPhp - Page 19 of 19 SamoaI sooviers Maft 119 iads Serial No:11272318:05 Data lewd In Isar '% .,� ALPHA Job M Report Information Data Deliverables Billing information p FAX rtMML �?_ same as CIS PON K10542DA.$ AtW_X L7 AddlDefteral N — .. — Rpbk-~ ^ . !fir MPLE MANO WG IMSM otme Noi NioftdI Lab 4d ft a rv.Lim Lrb to tib [a«" I- C! JLJJU L-JLJ .I LJ U U ! LJ LJ U1..J I , ottai�r'� P � fy w A 4 4 [i a P P -H - D o = M rad b. IdgpedM In MW Pfieaeru8tive 0210MMIC i omwed By: Dslerrlme �� -ti kwnwoW4 rmo db& VA rad �iMtuelr!lany�nb�pufws�'. m Prod. Aeelarples w1Rre:ird as eut>�set to Alb ws Pwmwd Tom. i I- A'Lpt-A N A L Y\T I C A L ANALYTICAL REPORT Lab Number- L2371568 Client: Bennett Environmental Associates 1573 Main Street Brewster, MA 02631 ATTN: Samantha Farrenkopf Phone: (508) 896-1706 Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Report Date: 12/11/23 Serial—No: 12112319:27 The original project report/data package is held by Alpha Analytical. This report/data package is paginated and should be reproduced only in its entirety. Alpha Analytical holds no responsibility for results and/or data that are not consistent with the original. Certifications & Approvals: MA (M-MA086), NH NELAP (2064), CT (PH -0826), IL (200077), IN (C -MA -03), KY (KY98045), ME (MA00086), MD (348), NJ (MA935), NY (11148), NC (25700/666), OH (CL108), OR (MA -1316), PA (68-03671), RI (LA000065), TX (T104704476), VT (VT -0935), VA (460195), USDA (Permit #525-23-122-91930). Eight Walkup Drive, Westborough, MA 01581-1019 508-898-9220 (Fax) 508-898-9193 800-624-9220 - www.alphalab.com Page 1 of 16 Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Alpha Sample ID L2371568-01 Client ID EFFLUENT RESAMPLE Matrix WATER Sample Location BREWSTER, MA Serial—No: 12112319:27 Lab Number: L2371568 Report Date: 12/11/23 Collection Date/Time Receive Date 12/05/23 12:00 12/05/23 Page 2 of 16 F ti� Serial No:12112319:27 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2371568 Project Number: K10842DA.S.WW.700 Report Date: 12/11/23 Case Narrative The samples were received in accordance with the Chain of Custody and no significant deviations were encountered during the preparation or analysis unless otherwise noted. Sample Receipt, Container Information, and the Chain of Custody are located at the back of the report. Results contained within this report relate only to the samples submitted under this Alpha Lab Number and meet NELAP requirements for all NELAP accredited parameters unless otherwise noted in the following narrative. The data presented in this report is organized by parameter (i.e. VOC, SVOC, etc.). Sample specific Quality Control data (i.e. Surrogate Spike Recovery) is reported at the end of the target analyte list for each individual sample, followed by the Laboratory Batch Quality Control at the end of each parameter. Tentatively Identified Compounds (TICs), if requested, are reported for compounds identified to be present and are not part of the method/program Target Compound List, even if only a subset of the TCL are being reported. If a sample was re -analyzed or re -extracted due to a required quality control corrective action and if both sets of data are reported, the Laboratory ID of the re -analysis or re -extraction is designated with an "R" or "RE", respectively. When multiple Batch Quality Control elements are reported (e.g. more than one LCS), the associated samples for each element are noted in the grey shaded header line of each data table. Any Laboratory Batch, Sample Specific % recovery or RPD value that is outside the listed Acceptance Criteria is bolded in the report. In reference to questions H (CAM) or 4 (RCP) when "NO" is checked, the performance criteria for CAM and RCP methods allow for some quality control failures to occur and still be within method compliance. In these instances, the specific failure is not narrated but noted in the associated QC Outlier Summary Report, located directly after the Case Narrative. QC information is also incorporated in the Data Usability Assessment table (Format 11) of our Data Merger tool, where it can be reviewed in conjunction with the sample result, associated regulatory criteria and any associated data usability implications. Soil/sediments, solids and tissues are reported on a dry weight basis unless otherwise noted. Definitions of all data qualifiers and acronyms used in this report are provided in the Glossary located at the back of the report. HOLD POLICY - For samples submitted on hold, Alpha's policy is to hold samples (with the exception of Air canisters) free of charge for 21 calendar days from the date the project is completed. After 21 calendar days, we will dispose of all samples submitted including those put on hold unless you have contacted your Alpha Project Manager and made arrangements for Alpha to continue to hold the samples. Air canisters will be disposed after 3 business days from the date the project is completed. Please contact Project Management at 800-624-9220 with any questions. I, the undersigned, attest under the pains and penalties of perjury that, to the best of my knowledge and belief and based upon my personal inquiry of those responsible for providing the information contained in this analytical report, such information is accurate and complete. This certificate of analysis is not complete unless this page accompanies any and all pages of this report. Kelly O'Neill Authorized Signature: h✓,�� Title: Technical Director/Representative Page 3of16 Date: 12/11123 IWORGANICS MISCELLANEOUS Page 4 of 16 Serial—No: 12112319:27 Project Name: MAPLEWOOD AT BREWSTER Project Number' K10842DA.S.WW.700 SAMPLE RESULTS Lab ID: L2371568-01 Client ID: EFFLUENT RESAMPLE Sample Location: BREWSTER, MA Sample Depth: Matrix: Water Parameter Result Qualifier Units RL on lip— General Chemistry - Westborough Lab Serial—No: 12112319:27 Lab Number: L2371568 Report Date: 12/11/23 Date Collected: 12/05/23 12:00 Date Received: 12/05/23 Field Prep: Not Specified Dilution Date Date Analytical MDL Factor Prepared Analyzed Method Analyst Nitrogen, Nitrite ND mg/I 0.050 - Nitrogen, Nitrate 0.22 mg/l 0.10 Nitrogen, Total Kjeldahl 2.37 mg/I 0.300 Page 5 of 16 1 12/07/23 07:19 44,353.2 KAF 1 12/07/23 07:19 44,353.2 KAF 1 12/06/2317:29 12/08/2313:43 121,4500NH3-H KEP T "A Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Method Blank Analysis Batch Quality Control Serial No:12112319:27 Lab Number: L2371568 Report Date: 12/11/23 Dilution Date Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method General Chemistry -Westborough Lab for sample(s): 01 Batch: WG1860488-1 Nitrogen, Total Kjeldahl ND mg/l 0.300 1 12/06/23 17:29 12/08/23 13:00 121,4500NH3-H KEP General Chemistry - Westborough Lab for sample(s): 01 Batch: WG1860745-1 Nitrogen, Nitrite ND mg/I 0.050 1 12/07/23 03:45 44,353.2 KAF General Chemistry - Westborough Lab for sample(s): 01 Batch: WG1860753-1 Nitroqen, Nitrate ND mg/I 0.10 1 12/07/23 04:02 44,353.2 KAF Anoll of iA Page 6 of 16 Lab Control Sample Analysis Project Name: MAPLEWOOD AT BREWSTER Batch Quality Control Project Number: K10842DA.S.WW.700 LCS LCSD Parameter _ _ _ %Recovery Qual %Recovery dual General Chemistry - Westborough Lab Associated sample(s): 01 Batch: WG1860488-2 Nitrogen, Total Kjeldahl General Chemistry - Westborough Lab Associated sample(s): 01 Batch: WG1860745-2 Nitrogen, Nitrite General Chemistry - Westborough Lab Associated sample(s): 01 Batch: WG1860753-2 Nitrogen, Nitrate 106 - Serial—No: 12112319:27 Lab Number: L2371568 Report Date: 12/11/23 %Recovery Limits RPD Qual RPD Limits 78-122 90-110 20 90-110 Page 7 of 16 - \ Serial No: 12112319:27 Matrix Spike Analysis Project Name: MAPLEWOOD AT BREWSTER Batch Quality Control Lab Number: L2371568 Project Number: K10842DA.S.WW.700 Report Date: 12/11/23 Native MS MS MS MSD MSD Recovery RPD Parameter Sample Added Found %Recovery Qual Found %Recovery Qual Limits RPD Qual Limits General Chemistry -Westborough Lab Associated sample(s): 01 QC Batch ID: WG1860488-4 QC Sample: L2371537-02 Client ID: MS Sample Nitrogen, Total Kjeldahl 2.68 8 9.71 au - - 77-111 24 General Chemistry -Westborough Lab Associated sample(s): 01 QC Batch ID: WG1860745-4 QC Sample: L2371527-01 Client ID: MS Sample Nitrogen, Nitrite ND 4 4.5 112 80-120 20 General Chemistry -Westborough Lab Associated sample(s): 01 QC Batch ID: WG1860753-4 QC Sample: L2371527-01 Client ID: MS Sample Nitrogen, Nitrate 16 4 20 ]2 83-113 6 Page 8 of 16 ,'� Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Lab Duplicate Analysis Batch Quality Control Serial—No: 12112319:27 Lab Number: L2371568 Report Date: 12/11/23 Parameter Native Sample Duplicate Saml_le Units RPD Qual RPD Limits General Chemistry - Westborough Lab Associated sample(s): 01 QC Batch ID: WG1860488-3 QC Sample: L2371537-02 Client ID: DUP Sample Nitrogen, Total Kjeldahl 2.68 3.16 mg/I 24 General Chemistry - Westborough Lab Associated sample(s): 01 QC Batch ID: WG1860745-3 QC Sample: L2371527-01 Client ID: DUP Sample Nitrogen, Nitrite ND ND 20 General Chemistry - Westborough Lab Associated sample(s): 01 QC Batch ID: WG1860753-3 QC Sample: L2371527-01 Client ID: DUP Sample Nitrogen, Nitrate Page 9 of 16 16 16 mg/I 6 Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Were project specific reporting limits specified? Cooler Information Cooler Custody Seal B Absent Container Information Container ID Container Type L2371568 -01A Plastic 500ml H2SO4 preserved L2371568-01 B Plastic 950ml unpreserved Sample Receipt and Container Information YES Initial Final Temp Cooler pH pH deg C Pres Seal B <2 <2 4.2 Y Absent B 7 7 4.2 Y Absent Serial—No: 12112319:27 Lab Number: L2371568 Report Date: 12/11/23 Frozen Date/Time Analysis(*) TKN-4500(28) NO2-353(2), NO3-353(2) Page 10 of 16 *Values in parentheses indicate holding time in days Serial—No: 12112319:27 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2371568 Project Number: K10842DA.S.WW.700 Report Date: 12/11/23 GLOSSARY Acronyms DL Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the limit of quantitation (LOQ). The DL includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) EDL Estimated Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the reporting limit (RL). The EDL includes any adjustments from dilutions, concentrations or moisture content, where applicable. The use of EDLs is specific to the analysis of PAHs using Solid -Phase Microextraction (SPME). EMPC Estimated Maximum Possible Concentration: The concentration that results from the signal present at the retention time of an analyte when the ions meet all of the identification criteria except the ion abundance ratio criteria. An EMPC is a worst-case estimate of the concentration. EPA Environmental Protection Agency, LCS Laboratory Control Sample: A sample matrix, free from the analytes of interest, spiked with verified known amounts of analytes or a material containing known and verified amounts of analytes. LCSD Laboratory Control Sample Duplicate: Refer to LCS. LFB Laboratory Fortified Blank: A sample matrix, free from the analytes of interest, spiked with verified known amounts of analytes or a material containing known and verified amounts of analytes. LOD Limit of Detection: This value represents the level to which a target analyte can reliably be detected for a specific analyte in a specific matrix by a specific method. The LOD includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) LOQ Limit of Quantitation: The value at which an instrument can accurately measure an analyte at a specific concentration. The LOQ includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) Limit of Quantitation: The value at which an instrument can accurately measure an analyte at a specific concentration. The LOQ includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) MDL Method Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the reporting limit (RL). The MDL includes any adjustments from dilutions, concentrations or moisture content, where applicable. MS Matrix Spike Sample: A sample prepared by adding a known mass of target analyte to a specified amount of matrix sample for which an independent estimate of target analyte concentration is available. For Method 332.0, the spike recovery is calculated using the native concentration, including estimated values. MSD Matrix Spike Sample Duplicate: Refer to MS. NA Not Applicable. NC Not Calculated: Tenn is utilized when one or more of the results utilized in the calculation are non -detect at the parameter's reporting unit. NDPA/DPA - N-Nitrosodiphenylamine/Diphenylamine. NI Not Ignitable. NP Non -Plastic: Term is utilized for the analysis of Atterberg Limits in soil. NR No Results: Tenn is utilized when'No Target Compounds Requested' is reported for the analysis of Volatile or Semivolatile Organic TIC only requests. RL Reporting Limit: The value at which an instrument can accurately measure an analyte at a specific concentration. The RL includes any adjustments from dilutions, concentrations or moisture content, where applicable. RPD Relative Percent Difference: The results from matrix and/or matrix spike duplicates are primarily designed to assess the precision of analytical results in a given matrix and are expressed as relative percent difference (RPD). Values which are less than five times the reporting limit for any individual parameter are evaluated by utilizing the absolute difference between the values; although the RPD value will be provided in the report. SRM Standard Reference Material: A reference sample of a known or certified value that is ofthe same or similar matrix as the associated field samples. STLP Semi -dynamic Tank Leaching Procedure per EPA Method 1315. TEF Toxic Equivalency Factors: The values assigned to each dioxin and furan to evaluate their toxicity relative to 2,3,7,8-TCDD. TEQ Toxic Equivalent: The measure of a sample's toxicity derived by multiplying each dioxin and furan by its corresponding TEF and then summing the resulting values. TIC Tentatively Identified Compound: A compound that has been identified to be present and is not part of the target compound list (TCL) for the method and/or program. All TICS are qualitatively identified and reported as estimated concentrations. Report Format. Data Usability Report Page 11 of 16 Serial—No: 12112319:27 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2371568 Project Number: K10842DA.S.WW.700 Report Date: 12/11/23 Footnotes 1 The reference for this analyte should be considered modified since this analyte is absent from the target analyte list of the original method. Terms Analytical Method: Both the document from which the method originates and the analytical reference method. (Example: EPA 8260B is shown as 1,8260B.) The codes for the reference method documents are provided in the References section of the Addendum. Chlordane: The target compound Chlordane (CAS No. 57-74-9) is reported for GC ECD analyses. Per EPA,this compound "refers to a mixture of chlordane isomers, other chlorinated hydrocarbons and numerous other components." (Reference: USEPA Toxicological Review of Chlordane, In Support of Summary Information on the Integrated Risk Information System (IRIS), December 1997.) Difference: With respect to Total Oxidizable Precursor (TOP) Assay analysis, the difference is defined as the Post -Treatment value minus the Pre -Treatment value. Final pH: As it pertains to Sample Receipt & Container Information section of the report, Final pH reflects pH of container determined after adjustment at the laboratory, if applicable. If no adjustment required, value reflects Initial pH. Frozen Date/Time: With respect to Volatile Organics in soil, Frozen Date/time reflects the date/time at which associated Reagent Water - preserved vials were initially frozen. Note: If frozen date/time is beyond 48 hours from sample collection, value will be reflected in'bold'. Gasoline Range Organics (GRO): Gasoline Range Organics (GRO) results include all chromatographic peaks eluting from Methyl tert butyl ether through Naphthalene, with the exception of GRO analysis in support of State of Ohio programs, which includes all chromatographic peaks eluting from Hexane through Dodecane. Initial pH: As it pertains to Sample Receipt & Container Information section of the report, Initial pH reflects pH of container determined upon receipt, if applicable. PAH Total: With respect to Alkylated PAH analyses, the'PAHs, Total' result is defined as the summation of results for all or a subset ofthe following compounds: Naphthalene, C1-C4 Naphthalenes, 2 -Methylnaphthalene, 1 -Methylnaphthalene, Biphenyl, Acenaphthylene, Acenaphthene, Fluorene, C1-C3 Fluorenes, Phenanthrene, C1-C4 Phenanthrenes/Anthracenes, Anthracene, Fluoranthene, Pyrene, C1-C4 Fluoranthenes/Pyrenes, Benz(a)anthracene, Chrysene, C1-C4 Chrysenes, Benzo(b)fluoranthene, Benzoo)+(k)fluoranthene, Benzo(e)pyrene, Benzo(a)pyrene, Perylene, Indeno(1,2,3-cd)pyrene, Dibenz(ah)+(ac)anthracene, Benzo(g,h,i)perylene. If a'Total' result is requested, the results of its individual components will also be reported. PFAS Total: With respect to PFAS analyses, the'PFAS, Total (5)' result is defined as the summation of results for: PFHpA, PFHxS, PFOA, PFNA and PFOS. In addition, the'PFAS, Total (6)' result is defined as the summation ofresults for: PFHpA, PFHxS, PFOA, PFNA, PFDA and PFOS. For MassDEP DW compliance analysis only, the 'PFAS, Total (6)' result is defined as the summation of results at or above the RL. Note: If a'Total' result is requested, the results of its individual components will also be reported. Total: With respect to Organic analyses, a'Total' result is defined as the summation of results for individual isomers or Aroclors. If a'Total' result is requested, the results of its individual components will also be reported. This is applicable to'Total' results for methods 8260, 8081 and 8082. Data Qualifiers A Spectra identified as "Aldol Condensates" are byproducts of the extraction/concentration procedures when acetone is introduced in the process. B The analyte was detected above the reporting limit in the associated method blank. Flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank. For MCP -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank. For DOD -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank AND the analyte was detected above one-half the reporting limit (or above the reporting limit for common lab contaminants) in the associated method blank. For NJ - Air -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte above the reporting limit. For NJ -related projects (excluding Air), flag only applies to associated field samples that have detectable concentrations of the analyte, which was detected above the reporting limit in the associated method blank or above five times the reporting limit for common lab contaminants (Phthalates, Acetone, Methylene Chloride, 2-Butanone). C Co -elution: The target analyte co -elutes with a known lab standard (i.e. surrogate, internal standards, etc.) for co -extracted analyses. D Concentration of analyte was quantified from diluted analysis. Flag only applies to field samples that have detectable concentrations of the analyte. E Concentration of analyte exceeds the range of the calibration curve and/or linear range of the instrument. F The ratio of quantifier ion response to qualifier ion response falls outside of the laboratory criteria. Results are considered to be an estimated maximum concentration. G The concentration may be biased high due to matrix interferences (i.e, co -elution) with non -target compound(s). The result should be considered estimated. H The analysis of pH was performed beyond the regulatory -required holding time of 15 minutes from the time of sample collection. I -The lower value for the two columns has been reported due to obvious interference. J Estimated value. This represents an estimated concentration for Tentatively Identified Compounds (TICS). M Reporting Limit (RL) exceeds the MCP CAM Reporting Limit for this analyte. Report Format: Data Usability Report Page 12 of 16 Project Name: Project Number: Data Qualifiers MAPLEWOOD AT BREWSTER K 10842DA.S. WW.700 ND - Not detected at the reporting limit (RL) for the sample. Serial—No: 12112319:27 Lab Number: L2371568 Report Date: 12/11/23 NJ Presumptive evidence of compound. This represents an estimated concentration for Tentatively Identified Compounds (TICS), where the identification is based on a mass spectral library search. P The RPD between the results for the two columns exceeds the method -specified criteria. Q The quality control sample exceeds the associated acceptance criteria. For DOD -related projects, LCS and/or Continuing Calibration Standard exceedences are also qualified on all associated sample results. Note: This flag is not applicable for matrix spike recoveries when the sample concentration is greater than 4x the spike added or for batch duplicate RPD when the sample concentrations are less than 5x the RL. (Metals only.) R Analytical results are from sample re -analysis. RE Analytical results are from sample re -extraction. S Analytical results are from modified screening analysis. V The surrogate associated with this target analyte has a recovery outside the QC acceptance limits. (Applicable to MassDEP DW Compliance samples only.) Z The batch matrix spike and/or duplicate associated with this target analyte has a recovery/RPD outside the QC acceptance limits. (Applicable to MassDEP DW Compliance samples only.) Report Format: Data Usability Report Page 13 of 16 Serial—No: 12112319:27 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2371568 Project Number: K10842DA.S.WW.700 Report Date: 12/11/23 REFERENCES 44 Methods for the Determination of Inorganic Substances in Environmental Samples, EPA/600/R-93/100, August 1993. 121 Standard Methods for the Examination of Water and Wastewater. APHA-AWWA-WEF Standard Methods Online. LIMITATION OF LIABILITIES Alpha Analytical performs services with reasonable care and diligence normal to the analytical testing laboratory industry. In the event of an error, the sole and exclusive responsibility of Alpha Analytical shall be to re -perform the work at it's own expense. In no event shall Alpha Analytical be held liable for any incidental, consequential or special damages, including but not limited to, damages in any way connected with the use of, interpretation of, information or analysis provided by Alpha Analytical. We strongly urge our clients to comply with EPA protocol regarding sample volume, preservation, cooling, containers, sampling procedures, holding time and splitting of samples in the field. Page 14 of 16 Alpha Analytical, Inc. Facility: Company -wide Department: Quality Assurance Title: Certificate/AReroyal Program Summary Certification Information The following analytes are not included in our Primary NELAP Scope of Accreditation: Serial_No:12112319:27 ID No.:17873 Revision 20 Published Date: 6/16/2023 4:52:28 PM Pa .e 1 of 1 Westborough Facility EPA 624.1: m/p-xylene, o -xylene, Naphthalene EPA 625.1: alpha -Terpineol EPA 8260D: NPW: 1,2,4,5-Tetramethylbenzene; 4-Ethyltoluene, Azobenzene; SCM: lodomethane (methyl iodide), 1,2,4,5-Tetramethylbenzene; 4- Ethyltoluene. EPA 8270E: NPW: Dimethylnaphthalene,1,4-Diphenylhydrazine, alpha -Terpineol; SCM: Dimethylnaphthalene,1,4-Diphenylhydrazine. SM4500: NPW: Amenable Cyanide; SCM: Total Phosphorus, TKN, NO2, NO3. Mansfield Facility SM 254OD: TSS. EPA TO -15: Halothane, 2,4,4-Trimethyl-2-pentene, 2,4,4-Trimethyl-l-pentene, Thiophene, 2-Methylthiophene, 3-Methylthiophene, 2-Ethylthiophene, 1,2,3-Trimethylbenzene, Indan, Indene, 1,2,4,5-Tetramethyl benzene, Benzothiophene, 1 -Methylnaphthalene. Biological Tissue Matrix: EPA 3050B The following analytes are included in our Massachusetts DEP Scope of Accreditation Westborough Facility: Drinking Water EPA 300.0: Chloride, Nitrate -N, Fluoride, Sulfate; EPA 353.2: Nitrate -N, Nitrite -N; SM4500NO3-F: Nitrate -N, Nitrite -N; SM4500F-C, SM4500CN-CE, EPA 180.1, SM2130B, SM4500CI-D, SM2320B, SM2540C, SM4500H-B, SM450ONO2-B EPA 524.2: THMs and VOCs; EPA 504.1: EDB, DBCP. Microbiology: SM9215B; SM9223-P/A, SM9223B-Colilert-QT,SM9222D. Non -Potable Water SM4500H,B, EPA 120.1, SM2510B, SM2540C, SM2320B, SM4500CL-E, SM4500F-BC, SM4500NH3-BH: Ammonia -N and Kjeldahl -N, EPA 350.1: Ammonia -N, LACHAT 10-107-06-1-B: Ammonia -N, EPA 351.1, SM4500NO3-F, EPA 353.2: Nitrate -N, SM4500P-E, SM4500P-B, E, SM4500SO4-E, SM52201), EPA 410.4, SM5210B, SM5310C, SM4500CL-D, EPA 1664, EPA 420.1, SM4500-CN-CE, SM254013, EPA 300: Chloride, Sulfate, Nitrate. EPA 624.1: Volatile Halocarbons 8, Aromatics, EPA 608.3: Chlordane, Toxaphene, Aldrin, alpha -BHC, beta -BHC, gamma -BHC, delta -BHC, Dieldrin, DDD, DDE, DDT, Endosulfan I, Endosulfan II, Endosulfan sulfate, Endrin, Endrin Aldehyde, Heptachlor, Heptachlor Epoxide, PCBs EPA 625.1: SVOC (Acid/Base/Neutral Extractables). Microbiology: SM9223B-Colilert-QT; Enterolert-QT, SM9221 E, EPA 1600, EPA 1603, SM9222D. Mansfield Facility: Drinking Water EPA 200.7: Al, Ba, Cd, Cr, Cu, Fe, Mn, Ni, Na, Ag, Ca, Zn. EPA 200.8: Al, Sb, As, Ba, Be, Cd, Cr, Cu, Pb, Mn, Ni, Se, Ag, TL, Zn. EPA 245.1 Hg. EPA 522, EPA 537.1. Non -Potable Water EPA 200.7: Al, Sb, As, Be, Cd, Ca, Cr, Co, Cu, Fe, Pb, Mg, Mn, Mo, Ni, K, Se, Ag, Na, Sr, TL, Ti, V, Zn. EPA 200.8: Al, Sb, As, Be, Cd, Cr, Cu, Fe, Pb, Mn, Ni, K, Se, Ag, Na, TL, Zn. EPA 245.1 Hg. SM2340B For a complete listing of analytes and methods, please contact your Alpha Project Manager Document Type: Form Pre-Qualtrax Document ID: 08-113 Page 15 of 16 CHAIN O CUSTO: Y PAGE IOFI Dale Reed inLob: LIL P14A Project Information Report Information Data Deliverable - 0 FAX ® EMAIL Was4mm mik MA I"qu beK INA I Brewster ProjerA Niwne: ldaplewmd at Bter TEL SO"WGIM TEL Sa8-W2.9= [ ADEx 0 Atitl'r DadtM2rOWS r -�■ � AH:� Ir. � �tl i • f e ■ Project Location, Brewster, MA Cllertt: BennattEnaironmerttaiAssociates Pi'ect#: Kt 0842DA.X.WMW.7w Address: 1573 Main St P "ecf IWanaJer..)ose"ph Smith Phone; 5.O"96-1705 Turn -Around Time 'Pax; 50M96•5109' SlaWord Rush (ONLY IFPRE•APPROVED, Email; sfarrenkapMNSIUVVater.com — © 1 -nage WWW hew teen Prasi Wfy AM!y2*4 by Atw Me Gate: T41 v Cather Project Specific k quirerrtentslCt7mmentsiDetection Limits: ALPHA Lab ID i (Lob Use Only) FgeAIIA. ql a1lM.d yw.1NAiI.MI Page 16 of 16 Sample 10 ResRmpie Serial—No: 12112319:27 ALPHA Job #: Billing Information 0 Same as: Client knth I PO k. K10542DA.X colacbm I Samos Sann*r's , r�aie Time I t&trix I Irlifls 1� SAWLt tiANOUNG Fn"fron 13 Oona 19 Not Naadud 0 Lob to do pM2frrvxuo10 0 LOW& Ift-e specify bdkm �-J L_' e_C LJ LJ LJ I L P LJ LJ o r 4®I I J - ateeee sxtM eiankal. Iapb y P E r M�tRWe O d _ end kxWprrt * 5emakf = nes Be togged In end lay, Datell'ime Rec&n%dBy. Online hrrwound rims croakwlnod KM ueti *v ombiyuilles w rwoMW. Ah samples SubWW ■s�e'JRr�'- A-- Ja+GE� f iNofts mesht7erne Massachusetts Department of Environmental Protection DEP Transaction Copy Here is the file you requested for your records. To retain a copy of this file you must save and/or print. Username: SFARRENKOPF Transaction ID: 1662853 Document: Groundwater Discharge Monitoring Report Forms Size of File: 1689.32K Status of Transaction: In Process Date and Time Created: 1111/2024:2:57:36 PM Note: This file only includes forms that were part of your transaction as of the date and time indicated above. If you need a more current copy of your transaction, return to eDEP and select to "Download a Copy" from the Current Submittals page. Massachusetts Department of Environmental Protection 1951 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit DAILY LOG SHEET 2. Yax identification Number 2023 DEC DAILY 3. Sampling Month & Frequency A. Facility Information Important:when filling out forms on 1. Facility name, address: the computer, use IMAPLEWOOD AT BREWSTER only the tab key to a. Name move your cursor - do not use the 820 HARWICH ROAD return key. b. Street Address BREWSTER 1MA lb2631 ep¢ C. City d. State e. Zip Code 2. Contact information: JOSEPH SMITH a. Name of Facility Contact Person 7742125005 jsmith@nsuwater.com b. Telephone Number c. e-mail address 3. Sampling information: :12/1/2023 1NOT APPLICABLE a. Date Sampled (mm/dd/yyyy) b. Laboratory Name BEA/NSU WWTO PERSONNEL c. Analysis Performed By (Name) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency Daily Log Sheet - 2023 Dec Daily r All forms for submittal have been completed. 2. F This is the last selection. 3. I- Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 -`- Massachusetts Department of Environmental Protection 951 T Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit L. Tax identification Number DAILY LOG SHEET 2023 DEC DAILY 3. Sampling -Month & Frequency C. Daily Readings/Analysis Information Date Effluent Reuse Irrigation Turbidity Influent pH Effluent Chlorine UV Flow GPD Flow GPD Flow GPD pH Residual Intensity (mg/1) M) 1 5327 6.7 7.2 2 5327 _ 3 5327 4 7463 I 6.8 7.0 5 628 _ _ _ J 6.8 7.0 I - - 6 5223 �I 7.0 7 7318 I X6.9 I 6.9 13 4947 � I 6�� 7.1 9 4947 f �I 10 4947 11 �g635 � 6.9 12 4350 ^I 6.9 6.9 13 5421 6.7 7.0 14 5521 _ 6.9 6.8 15 45521 16 45521 _ 17 5521 18 5203 , 7.2 7.5 19 4235 16.8 7.3 20 7235 ' 6.8 7.2 ' 21 5221_ _ _ 6.8 7.2 22 4831 6.9 7.2 23 4831 J 24 4831 25 4831- 26 7516 6.8 7.2 27 5147_ 6.8 6.9 28 6210 7.1 29 5273 7.4 7.5 30 5273 T� I I 31 gdpols.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Important:When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program Groundwater Permit DISCHARGE MONITORING REPORT A. Facility Information 1. Facility name, address: MAPLEWOOD AT BREWSTER 951 1. Permit Number r - 2. Tax identification Number - 12023 DEC MONTHLY 3. Sampling Month & Frequency a. Name 820 HARWICH ROAD b. Street Address 'BREWSTER IMA (02631 C. City d. State e. Zip Code 2. Contact information: JOSEPH SMITH a. Name of Facility Contact Person 7742125005 jsmith@nsuwater.com b. Telephone Number c. e-mail address 3. Sampling information: 112/14/2023 IALPHA ANALYTICAL a. Date Sampled (mm/dd/yyyy) b. Laboratory Name ALPHA ANALYTICAL PERSONNEL c. Analysis Performed By (Name) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency Discharge Monitoring Report - 2023 Dec Monthly •J r All forms for submittal have been completed. 2. This is the last selection. 3. r- Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection 951 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax iaentification Numoer DISCHARGE MONITORING REPORT 2023 DEC MONTHLY L 1.- 3. Sampling Month & Frequency D. Contaminant Analysis Information • For "0", below detection limit, less than (<) value, or not detected, enter "ND" • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled 1. Parameter/Contaminant 2. Influent 3. Effluent 4. Effluent Method Units Detection limit BOD 70 ND 2.0 MG/L TSS 19 ND _ 15.0 MG/L TOTAL SOLIDS 380 MG/L AMMONIA -N 15.2 _ MG/L NrrRATE-N 15 0.50 MG/L TOTAL NITROGEN(NO3+NO2+TKN) 15.00 2.050 MG/L OIL & GREASE ND 4.0 MG/L infeffrp-blank.doc • rev. 09/15/15 Groundwater Permit Discharge Monitoring Report • Page 1 of 1 Im portant: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. F� Massachusetts Department of Environmental Protection 951 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2• Tax identification MONITORING REPORT RL Number 2023 QUARTERLY 4 3. Sampling Month & Frequency A. Facility Information 1. Facility name, address: IMAPLEWOOD AT BREWSTER a. Name 820 HARWICH ROAD b. Street Address BREWSTER [MA C. City d. State 2. Contact information: 102631 e. Zip Code JOSEPH SMITH a. Name of Facility Contact Person 7742125005 jsrrith@nsuwater.com b. Telephone Number c. e-mail address 3. Sampling information: 12/14/2023 a. Date Sampled (mm/dd/yyyy) ALPHA ANALYTICAL PERSONNEL c. Analysis Performed By (Name) B. Form Selection 1ALPHA ANALYTICAL b. Laboratory Name 1. Please select Form Type and Sampling Month & Frequency Discharge Monitoring Report - 2023 Quarterly 4 F All forms for submittal have been completed. 2. This is the last selection. 3. r Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 " Massachusetts Department of Environmental Protection 951 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit DISCHARGE MONITORING REPORT ax identi. cation dumber 2023 QUARTERLY 4 3. ampling Month & Frequency D. Contaminant Analysis Information • For "0", below detection limit, less than (<) value, or not detected, enter "ND" • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled 1. Parameter/Contaminant 2. Influent 3. Effluent 4. Effluent Method Units Detection limit TOTAL PHOSPHORUS AS P 1.90 10.050 MG/L ORTHO PHOSPHATE 1.66 _ _ I 10.010 MG/L infeffrp-blank.doc • rev. 09/15/15 Groundwater Permit Discharge Monitoring Report • Page 1 of 1 Massachusetts Department of Environmental Protection 951 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number LL7,Groundwater Permit MONITORING WELL DATA REPORT 2. Tax identification Number 2023 QUARTERLY 4 sampling Month & Frequency Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. pb A. Facility Information 1. Facility name, address: MAPLEWOOD AT BREWSTER a. Name 820 HARWICH ROAD b. Street Address BREWSTER MA 02631 C. City d. State e. Zip Code 2. Contact information: JOSEPH SMITH a. Name of Facility Contact Person 7742125005 b. Telephone Number 3. Sampling information: 12/13/2023 a. Date Sampled (mm/ddlyyyy) ALPHA ANALYTICAL PERSONNEL c. Analysis Performed By (Name) B. Form Selection jsmith@nsuwater.com c. e-mail address ALPHA ANALYTICAL b. Laboratory Name 1. Please select Form Type and Sampling Month & Frequency Monitoring Well Data Report - 2023 Quarterly 4 � All forms for submittal have been completed. 2. E This is the last selection. 3. r Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 mwdgwp-blank.doc • rev. 09/15/15 Monitoring Well Data for Groundwater Permit • Page 1 of 1 Massachusetts Department of Environmental Protection — Bureau of Resource Protection - Groundwater Discharge Program _ 1. Permit Number l Groundwater Permit 2. Tax identification Number MONITORING WELL DATA REPORT 2023 QUARTERLY 4 3. Sampling Month & Frequency C. Contaminant Analysis Information • For "0", below detection limit, less than (<) value, or not detected, enter "ND" < • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled • DRY = Not enough water in well to sample. Parameter/Contaminant MW -1 MW -2 MW -3 MW -4 Units Well #: 1 Well #: 2 Well #: 3 Well #: 4 Well #: 5 Well #: 6 NITRATE -N 0.27 3.5 6.4 ;6.5 MG/L _ TOTAL NITROGEN(NO3+NO2+TKI 0.85 3.50 6.40 6.50 � -- MG/L TOTAL PHOSPHORUS ASP 0.071 0.014__---] 0.031 I 0.113 L_ MG/L ORTHO PHOSPHATE 0.042 10.010 10.012 1-0.012 MG/L mwdgwp-blank.doc • rev. 09/15/15 Monitoring Well Data for Groundwater Permit • Page 1 of 1 Massachusetts Department of Environmental Protection 951 —� Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax identification Number MONITORING WELL DATA REPORT 2023 DEC MONTHLY Ll 3. Sampling Month & Frequency A. Facility Information Important:When filling out forms on 1. Facility name, address: the computer, use IMAPLEWOOD AT BREWSTER only the tab key to a. Name move your cursor - 820 HARWICH ROAD do not use the return key. b. Street Address BREWSTER IMA 02631 oz�� C. City d. State e. Zip Code 2. Contact information: (JOSEPH SMITH a. Name of Facility Contact Person 7742125005 jsmith@nsuwater.com b. Telephone Number 3. Sampling information: 12/13/2023 a. Date Sampled (mm/dd/yyyy) TBEA/NSU WWTO PERSONNEL c. e-mail address (NOT APPLICABLE b. Laboratory Name c. Analysis Performed By (Name) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency Monitoring Well Data Report - 2023 Dec Monthly F All forms for submittal have been completed. 2. FV This is the last selection. 3.- Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 _ Massachusetts Department of Environmental Protection 951 I F Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax identification Number MONITORING WELL DATA REPORT 2023 DEC MONTHLY 3. Sampling Month & Frequency C. Contaminant Analysis Information • For "0", below detection limit, less than (<) value, or not detected, enter "ND" < • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled • DRY = Not enough water in well to sample. Parameter/Contaminant MW -1 MW -2 Units Well #: 1 Well #: 2 PH 7.08 _ _ 6.75 S.U. STATIC WATER LEVEL 33.13 32.53 FEET SPECIFIC CONDUCTANCE 189.1 162.4 UMHOS/C MW -3 MW -4 Well #: 3 Well #: 4 6.91 7.01 32.55 i 32.71 168.7 j 203.1 Well #: 5 Well #: 6 mwdgwp-blank.doc • rev 09/15/15 Monitoring Well Data for Groundwater Permit • Page 1 of 1 Important:When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Any person signing a document under 314 CMR 5.14(1) or (2) shall make the following certification If you are filing electronic -ally and want to attach additional comments, select the check box. Massachusetts Department of Environmental Protection 1951 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax identification Number Facility Information MAPLEWOOD AT BREWSTER a. Name 820 HARWICH ROAD b. Street Address BREWSTER C. City Certification MA 102631 d. State e. Zip Code "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate and complete. I am aware that ther are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." 'SAMANTHA FARRENKOPF '1/11/2024 a. Signature b. Date (mm/dd/yyyy) Package Comments ENNETT ENVIRONMENTAL ASSOCIATES, LLC. (BEA) HAS COMPLETED THE DECEMBER )23 MONTHLY INFLUENT AND EFFLUENT SAMPLING OF THE BIOCLERE WASTEWATER REATMENT SYSTEM. MONTHLY WASTEWATER SAMPLING WAS COMPLETED ON 12/14/23. 4BORATORY RESULTS REPORTED NITRATE AND TOTAL NITROGEN GREATER THAN ISCHARGE PERMIT LIMITS. EFFLUENT RESAMPLING COMPLETED ON 1/8/24 FOR ANALYSIS F NITRATE AND TOTAL NITROGEN REPORTED CONCENTRATIONS OF 13 MG/L AND 13.57 G/L, RESPECTIVELY. EFFLUENT PH WAS REPORTED WITHIN THE 6.5-8.5 RANGE -IROUGHOUT THE MONTH. FLOW VOLUME MEASUREMENTS WERE ASSESSED DURING AE MONTH FROM THE SYSTEM'S EFFLUENT FLOW METER. DAILY FLOW REMAINED 'ITHIN THE 19,800 -GPD LIMITATION THROUGHOUT THE MONTH. THE MINIMUM, MAXIMUM VD AVERAGE GPD FLOWS REPORTED OVER THE COURSE OF THE MONTH WERE 4,235 PD, 8,635 GPD AND 5,597 GPD, RESPECTIVELY. THE ANNUAL AVERAGE FLOW WAS 4LCULATED AS 6,293 GPD, NOTED AS LESS THAN 80% OF THE DAILY FLOW LIMITATION. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit • Page 1 of 1 L- ' HA A NA LY'T1 CAL ANALYTICAL REPORT Lab Number: L2373965 Client: Bennett Environmental Associates 1573 Main Street Brewster, MA 02631 ATTN: Samantha Farrenkopf Phone: (508) 896-1706 Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Report Date: 12/28/23 Serial—No: 12282310:47 The original project report/data package is held by Alpha Analytical. This report/data package is paginated and should be reproduced only in its entirety. Alpha Analytical holds no responsibility for results and/or data that are not consistent with the original. Certifications & Approvals: MA (M-MA086), NH NELAP (2064), CT (PH -0826), IL (200077), IN (C -MA -03), KY (KY98045), ME (MA00086), MD (348), NJ (MA935), NY (11148), NC (25700/666), OH (CL108), OR (MA -1316), PA (68-03671), RI (LA000065), TX (T104704476), VT (VT -0935), VA (460195), USDA (Permit #525-23-122-91930). Eight Walkup Drive, Westborough, MA 01581-1019 508-898-9220 (Fax) 508-898-9193 800-624-9220 - www.alphalab.com Page 1 of 20 Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Serial—No: 12282310:47 Lab Number: L2373965 Report Date: 12/28/23 Alpha Sample Collection Sample ID Client ID Matrix Location Date/Time Receive Date L2373965-01 INFLUENT WATER BREWSTER, MA 12/14/23 12:30 12/14/23 L2373965-02 EFFLUENT WATER BREWSTER, MA 12/14/23 13:00 12/14/23 Page 2 of 20 A�?HA Serial—No: 12282310:47 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2373965 Project Number: K10842DA.S.WW.700 Report Date: 12/28/23 Case Narrative The samples were received in accordance with the Chain of Custody and no significant deviations were encountered during the preparation or analysis unless otherwise noted. Sample Receipt, Container Information, and the Chain of Custody are located at the back of the report. Results contained within this report relate only to the samples submitted under this Alpha Lab Number and meet NELAP requirements for all NELAP accredited parameters unless otherwise noted in the following narrative. The data presented in this report is organized by parameter (i.e. VOC, SVOC, etc.). Sample specific Quality Control data (i.e. Surrogate Spike Recovery) is reported at the end of the target analyte list for each individual sample, followed by the Laboratory Batch Quality Control at the end of each parameter. Tentatively Identified Compounds (TICs), if requested, are reported for compounds identified to be present and are not part of the method/program Target Compound List, even if only a subset of the TCL are being reported. If a sample was re -analyzed or re -extracted due to a required quality control corrective action and if both sets of data are reported, the Laboratory ID of the re -analysis or re -extraction is designated with an "R" or "RE", respectively. When multiple Batch Quality Control elements are reported (e.g. more than one LCS), the associated samples for each element are noted in the grey shaded header line of each data table. Any Laboratory Batch, Sample Specific % recovery or RPD value that is outside the listed Acceptance Criteria is bolded in the report. In reference to questions H (CAM) or 4 (RCP) when "NO" is checked, the performance criteria for CAM and RCP methods allow for some quality control failures to occur and still be within method compliance. In these instances, the specific failure is not narrated but noted in the associated QC Outlier Summary Report, located directly after the Case Narrative. QC information is also incorporated in the Data Usability Assessment table (Format 11) of our Data Merger tool, where it can be reviewed in conjunction with the sample result, associated regulatory criteria and any associated data usability implications. Soil/sediments, solids and tissues are reported on a dry weight basis unless otherwise noted. Definitions of all data qualifiers and acronyms used in this report are provided in the Glossary located at the back of the report. HOLD POLICY - For samples submitted on hold, Alpha's policy is to hold samples (with the exception of Air canisters) free of charge for 21 calendar days from the date the project is completed. After 21 calendar days, we will dispose of all samples submitted including those put on hold unless you have contacted your Alpha Project Manager and made arrangements for Alpha to continue to hold the samples. Air canisters will be disposed after 3 business days from the date the project is completed. Please contact Project Management at 800-624-9220 with any questions. Page 3 of 20 �. r Serial—No: 12282310:47 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2373965 Project Number: K10842DA.S.WW.700 Report Date: 12/28/23 Case Narrative (continued) Nitrogen, Total Kjeldahl L2373965-02: The sample has an elevated detection limit due to the dilution required by the sample matrix. I, the undersigned, attest under the pains and penalties of perjury that, to the best of my knowledge and belief and based upon my personal inquiry of those responsible for providing the information contained in this analytical report, such information is accurate and complete. This certificate of analysis is not complete unless this page accompanies any and all pages of this report. Authorized Signature: Wkwab� Caitlin Walukevich Title: Technical Director/Representative Date: 12/28/23 Page 4 of 20 INORGANICS • MISCELLANEOUS Page 5 of 20 Serial—No: 12282310:47 Serial—No: 12282310:47 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2373965 Project Number: K10842DA.S.WW.700 Report Date: 12/28/23 SAMPLE RESULTS Lab ID: L2373965-01 Date Collected: 12/14/23 12:30 Client ID: INFLUENT Date Received: 12/14/23 Sample Location: BREWSTER, MA Field Prep: Not Specified Sample Depth: Matrix: Water Dilution Date Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method Analyst General Chemistry - Westborough Lab Solids, Total 380 mg/I 13 NA 1.3 - 12/20/23 03:47 121,25406 DEW Solids, Total Suspended 19. mg/l 10 NA 2 - 12/20/23 08:01 121,2540D MRS Nitrogen, Ammonia 15.2 mg/l 0.150 2 12/21/23 08:24 12/21/23 10:50 121,4500NH3-13H KEP BOD, 5 day 70 mg/l 10 NA 5 12/15/23 23:47 12/20/23 21:01 121,52106 JRG Page 6 of 20 Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 SAMPLE RESULTS Serial No:12282310:47 Lab Number: L2373965 Report Date: 12/28/23 Lab ID: L2373965-02 Date Collected: 12/14/23 13:00 Client ID: EFFLUENT Date Received: 12/14/23 Sample Location: BREWSTER, MA Field Prep: Not Specified Sample Depth: Matrix: Water Dilution Date Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method Analyst General Chemistry - Westborough Lab Solids, Total Suspended ND mg/I 5.0 NA 1 12/20/23 08:01 121,2540D MRS Nitrogen, Ammonia 0.282 mg/I 0.075 — 1 12/27/23 17:17 12/27/23 20:46 121,4500NH3-BH AT Nitrogen, Nitrite ND mg/I 0.050 1 - 12/15/23 07:52 44,353.2 KAF Nitrogen, Nitrate 15. mg/l 0.50 -- 5 - 12/15/23 08:01 44,353.2 KAF Nitrogen, Total Kjeldahl ND mg/I 1.50 5 12/22/23 15:30 12/26/23 13:42 121,4500NH3-H JRO Phosphorus, Total 1.90 mg/l 0.050 5 12/20/23 07:12 12/20/23 12:45 121,4500P -E EYA Phosphorus, Orthophosphate 1.66 mg/l 0.010 -- 2 - 12/15/23 02:15 121,4500P -E CAR BOD, 5 day ND mg/l 2.0 NA 1 12/15/23 23:47 12/20/23 21:01 121,52106 JRG Oil & Grease, Hem-Grav ND mg/l 4.0 1 12/20/23 13:48 12/20/23 16:58 140,16648 JGM A Page 7 of 20 Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Method Blank Analysis Batch Quality Control Serial—No: 12282310:47 Lab Number: L2373965 Report Date: 12/28/23 Dilution Date Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method Analyst General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1864236-1 Nitrogen, Nitrite ND mg/I 0.050 1 12/15/23 04:48 44,353.2 General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1864242-1 Nitrogen, Nitrate ND mg/l 0.10 1 12/15/23 04:58 44,353.2 General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1864248-1 Phosphorus, Orthophosphate ND mg/I 0.005 1 - 12/15/23 02:06 121,4500P -E General Chemistry - Westborough Lab for sample(s): 01-02 Batch: WG1864660-1 - BOD, 5 day ND mg/l 2.0 NA 1 12/15/23 23:47 12/20/23 21:01 121,521013 General Chemistry - Westborough Lab for sample(s): 01 Batch: WG1866110-1 Solids, Total ND mg/l 10 NA 1 - 12/20/23 03:47 121,254013 General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1866179-1 Phosphorus, Total ND mg/I 0.010 1 12/20/23 07:12 12/20/23 11:55 121,4500P -E General Chemistry - Westborough Lab for sample(s): 01-02 Batch: WG1866225-1 Solids, Total Suspended ND mg/I 5.0 NA 1 - 12/20/23 08:01 121,2540D General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1866428-1 Oil 8 Grease, Hem-Grav ND mg/l 4.0 12/20/23 13:48 12/20/23 15:50 140,16646 General Chemistry -Westborough Lab for sample(s): 01 Batch: WG1866650-1 KAF KAF CAR JRG DEW EYA MRS JGM Nitrogen, Ammonia ND mg/l 0.075 1 12/21/23 08:24 12/21/23 10:38 121,4500NH3-13H KEP General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1867501-1 Nitrogen, Total Kjeldahl ND mg/l 0.300 12/22/23 15:30 12/26/23 13:26 121,4500NH3-H JRO General Chemistry -Westborough Lab for sample(s): 02 Batch: WG1868430-1 Nitrogen, Ammonia ND mg/I 0.075 1 12/27/23 17:17 12/27/23 20:27 121,4500NH3-BH AT Page 8 of 20 Serial—No: 12282310:47 Lab Control Sample Analysis Project Name: MAPLEWOOD AT BREWSTER Batch Quality Control Lab Number: L2373965 Project Number: K10842DA.S.WW.700 Report Date: 12/28/23 LCS LCSD %Recovery Parameter %Recovery Qual %Recove - ry dual Limits RPD Qual RPD Limits General Chemistry - Westborough Lab Associated sample(s): 02 Batch: WG1864236-2 Nitrogen, Nitrite 100 90-110 - 20 General Chemistry - Westborough Lab Associated sample(s): 02 Batch: WG1864242-2 Nitrogen, Nitrate 90-110 General Chemistry - Westborough Lab Associated sample(s): 02 Batch: WG1864248-2 Phosphorus, Orthophosphate 90-110 General Chemistry -Westborough Lab Associated sample(s): 01-02 Batch: WG1864660-2 BOD, 5 day 85-115 20 General Chemistry - Westborough Lab Associated sample(s): 01 Batch: WG1866110-2 Solids, Total - 80-120 - General Chemistry - Westborough Lab Associated sample(s): 02 Batch: WG1866179-2 Phosphorus, Total 101 80-120 General Chemistry - Westborough Lab Associated sample(s): 01-02 Batch: WG1866225-2 Solids, Total Suspended 80-120 Page 9 of 20 c� Lab Control Sample Analysis Project Name: MAPLEWOOD AT BREWSTER Batch Quality Control Project Number: K10842DA.S.WW.700 LCS LCSD Parameter %Recove -%Recovery General Chemistry -Westborough Lab Associated sample(s): 02 Batch: WG1866428-2 Oil & Grease, Hem-Grav General Chemistry -Westborough Lab Associated sample(s): 01 Batch: WG1866650-2 Nitrogen, Ammonia General Chemistry -Westborough Lab Associated sample(s): 02 Batch: WG1867501-2 Nitrogen, Total Kjeldahl General Chemistry - Westborough Lab Associated sample(s): 02 Batch: WG 1868430-2 Nitrogen, Ammonia Page 10 of 20 Serial_No:12282310:47 Lab Number: L2373965 Report Date: 12/28/23 %Recovery Limits RPD RPD Limits 78-114 18 80-120 20 78-122 80-120 20 Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Matrix Spike Analysis Batch Quality Control Serial No: 12282310:47 Lab Number: L2373965 Report Date: 12/28/23 General Chemistry -Westborough Lab Associated sample(s): 02 QC Batch ID: WG1864248-4 QC Sample: 1-2373769-01 Client ID: MS Sample Phosphorus, Orthophosphate 0.046 0.5 0.549 101 80-120 20 General Chemistry -Westborough Lab Associated sample(s): 01-02 QC Batch ID: WG1864660-4 QC Sample: L2373965-02 Client ID: EFFLUENT BOD, 5 day ND 100 85 50-145 35 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG18661794 QC Sample: L2373974-03 Client ID: MS Sample Phosphorus, Total 0.020 0.5 0.558 ' 0 - - 75-125 20 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1866428-4 QC Sample: L2373791-02 Client ID: MS Sample Oil & Grease, Hem -Gray ND 37.7 34 78-114 18 General Chemistry - Westborough Lab Associated sample(s): 01 QC Batch ID: WG18666504 QC Sample: L2374092-01 Client ID: MS Sample Nitrogen, Ammonia ND 4 3.58 90 80-120 20 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1867501-4 QC Sample: L2373968-01 Client ID: MS Sample Nitrogen, Total Kjeldahl ND 8 7.46 'a'J - - 77-111 24 General Chemistry -Westborough Lab Associated sample(s): 02 QC Batch ID: WG1868430-4 QC Sample: L2373894-06 Client ID: MS Sample Nitrogen, Ammonia 0.109 4 3.86 80-120 20 Page 11 of 20 c,� Native MS MS MS MSD MSD Recovery RPD Parameter _ Sample Added - Found %Recovery Qual Found %Recovery Qual Limits RPD Qual Limits General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1864236-4 QC Sample: L2373918-01 Client ID: MS Sample Nitrogen, Nitrite 0.082 4 4.4 108 80-120 20 General Chemistry Westborough Lab Associated sample(s): 02 QC Batch ID: WG1864242-4 QC Sample: 1-2373918-01 Client ID: MS Sample Nitrogen, Nitrate 4.2 4 8.6 110 83-113 6 General Chemistry -Westborough Lab Associated sample(s): 02 QC Batch ID: WG1864248-4 QC Sample: 1-2373769-01 Client ID: MS Sample Phosphorus, Orthophosphate 0.046 0.5 0.549 101 80-120 20 General Chemistry -Westborough Lab Associated sample(s): 01-02 QC Batch ID: WG1864660-4 QC Sample: L2373965-02 Client ID: EFFLUENT BOD, 5 day ND 100 85 50-145 35 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG18661794 QC Sample: L2373974-03 Client ID: MS Sample Phosphorus, Total 0.020 0.5 0.558 ' 0 - - 75-125 20 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1866428-4 QC Sample: L2373791-02 Client ID: MS Sample Oil & Grease, Hem -Gray ND 37.7 34 78-114 18 General Chemistry - Westborough Lab Associated sample(s): 01 QC Batch ID: WG18666504 QC Sample: L2374092-01 Client ID: MS Sample Nitrogen, Ammonia ND 4 3.58 90 80-120 20 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1867501-4 QC Sample: L2373968-01 Client ID: MS Sample Nitrogen, Total Kjeldahl ND 8 7.46 'a'J - - 77-111 24 General Chemistry -Westborough Lab Associated sample(s): 02 QC Batch ID: WG1868430-4 QC Sample: L2373894-06 Client ID: MS Sample Nitrogen, Ammonia 0.109 4 3.86 80-120 20 Page 11 of 20 c,� Serial—No: 12282310:47 Lab Duplicate Analysis Project Name: MAPLEWOOD AT BREWSTER Batch Quality Control Lab Number: L2373965 Project Number: K10842DA.S.WW.700 Report Date: 12/28/23 Parameter _ Native Sample _ _ Duplicate Sample Units RPD_ Qual RPD Limits General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1864236-3 QC Sample: L2373918-01 Client ID: DUP Sample Nitrogen, Nitrite 0.082 0.082 mg/l 20 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1864242-3 QC Sample: L2373918-01 Client ID: DUP Sample Nitrogen, Nitrate 4.2 4.3 mg/I 6 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1864248-3 QC Sample: L2373769-01 Client ID: DUP Sample Phosphorus, Orthophosphate 0.046 0.049 mg/I 20 General Chemistry - Westborough Lab Associated sample(s): 01-02 QC Batch ID: WG1864660-3 QC Sample: L2373965-02 Client ID: EFFLUENT BOD, 5 day ND ND I . 35 General Chemistry - Westborough Lab Associated sample(s): 01 QC Batch ID: WG1866110-3 QC Sample: L2373894-01 Client ID: DUP Sample Solids, Total 330 350 mg/l 16 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1866179-3 QC Sample: L2373974-03 Client ID: DUP Sample Phosphorus, Total 0.020 0.021 mg/I 20 General Chemistry - Westborough Lab Associated sample(s): 01-02 QC Batch ID: WG1866225-3 QC Sample: L2373962-01 Client ID: DUP Sample Solids, Total Suspended 87 72 mg/l 32 General Chemistry - Westborough Lab Associated sample(s): 01-02 QC Batch ID: WG1866225-4 QC Sample: L2373965-01 Client ID: INFLUENT Solids, Total Suspended 19 22 mg/l 32 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1866428-3 QC Sample: L2373791-01 Client ID: DUP Sample Oil & Grease, Hem-Grav ND ND mg/l NC 18 Page 12 of 20 Serial—No: 12282310:47 Lab Duplicate Analysis Project Name: MAPLEWOOD AT BREWSTER Batch Quality Control Lab Number: L2373965 Project Number: K10842DA.S.WW.700 Report Date: 12/28/23 Parameter _ Native Sample Duplicate Sample Units RPD RPD Limits General Chemistry - Westborough Lab Associated sample(s): 01 QC Batch ID: WG1866650-3 QC Sample: L2374092-01 Client ID: DUP Sample Nitrogen, Ammonia ND 0.098 20 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1867501-3 QC Sample: L2373968-01 Client ID: DUP Sample Nitrogen, Total Kjeldahl ND ND 24 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1868430-3 QC Sample: L2373894-06 Client ID: DUP Sample Nitrogen, Ammonia 0.109 ND mg/I NC 20 Page 13 of 20 ��' Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Were project specific reporting limits specified? Cooler Information Cooler Custody Seal A Absent Container Information Container ID Container Type L2373965 -01A Plastic 500ml H2SO4 preserved L2373965-01 B Plastic 950ml unpreserved L2373965 -01C Plastic 950ml unpreserved L2373965 -02A Plastic 250ml H2SO4 preserved L2373965 -02B Plastic 250ml H2SO4 preserved L2373965 -02C Plastic 120ml unpreserved L2373965 -02D Plastic 950ml unpreserved L2373965 -02E Plastic 950ml unpreserved L2373965 -02F Amber 1 000m HCl preserved L2373965 -02G Amber 1000ml HCI preserved Sample Receipt and Container Information YES Frozen Date/Time Serial No:12282310:47 Lab Number: L2373965 Report Date: 12/28/23 Analysis(*) NH3-4500(28) TSC -2540(7), BOD -5210(2) TSS -2540(7) TKN-4500(28), N H3-4500(28) TPHOS-4500(28) OPHOS-4500(2) NO2-353(2), BOD -5210(2), NO3-353(2) TSS -2540(7) OG -1664(28) OG -1664(28) Page 14 of 20 *Values in parentheses indicate holding time in days � Initial Final Temp Cooler pH pH deg C Pres Seal A <2 <2 4.3 Y Absent A 6 6 4.3 Y Absent A 6 6 4.3 Y Absent A <2 <2 4.3 Y Absent A <2 <2 4.3 Y Absent A 6 6 4.3 Y Absent A 6 6 4.3 Y Absent A 6 6 4.3 Y Absent A NA 4.3 Y Absent A NA 4.3 Y Absent Frozen Date/Time Serial No:12282310:47 Lab Number: L2373965 Report Date: 12/28/23 Analysis(*) NH3-4500(28) TSC -2540(7), BOD -5210(2) TSS -2540(7) TKN-4500(28), N H3-4500(28) TPHOS-4500(28) OPHOS-4500(2) NO2-353(2), BOD -5210(2), NO3-353(2) TSS -2540(7) OG -1664(28) OG -1664(28) Page 14 of 20 *Values in parentheses indicate holding time in days � Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Serial Nol2282310:47 Lab Number: L2373965 Report Date: 12/28/23 GLOSSARY Acronyms DL Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the limit of quantitation (LOQ). The DL includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) EDL Estimated Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the reporting limit (RL). The EDL includes any adjustments from dilutions, concentrations or moisture content, where applicable. The use of EDLs is specific to the analysis of PAHs using Solid -Phase Microextraction (SPME). EMPC Estimated Maximum Possible Concentration: The concentration that results from the signal present at the retention time of an analyte when the ions meet all of the identification criteria except the ion abundance ratio criteria. An EMPC is a worst-case estimate of the concentration. EPA Environmental Protection Agency. LCS Laboratory Control Sample: A sample matrix, free from the analytes of interest, spiked with verified known amounts of analytes or a material containing known and verified amounts of analytes. LCSD Laboratory Control Sample Duplicate: Refer to LCS. LFB Laboratory Fortified Blank: A sample matrix, free from the analytes of interest, spiked with verified known amounts of analytes or a material containing known and verified amounts of analytes. LOD Limit of Detection: This value represents the level to which a target analyte can reliably be detected for a specific analyte in a specific matrix by a specific method. The LOD includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) LOQ Limit of Quantitation: The value at which an instrument can accurately measure an analyte at a specific concentration. The LOQ includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) Limit of Quantitation: The value at which an instrument can accurately measure an analyte at a specific concentration. The LOQ includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) MDL Method Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the reporting limit (RL). The MDL includes any adjustments from dilutions, concentrations or moisture content, where applicable. MS Matrix Spike Sample: A sample prepared by adding a known mass of target analyte to a specified amount of matrix sample for which an independent estimate of target analyte concentration is available. For Method 332.0, the spike recovery is calculated using the native concentration, including estimated values. MSD Matrix Spike Sample Duplicate: Refer to MS. NA Not Applicable. NC Not Calculated: Term is utilized when one or more of the results utilized in the calculation are non -detect at the parameter's reporting unit. NDPA/DPA - N-Nitrosodipheny]amine/Diphenylamine. NI Not Ignitable. NP Non -Plastic: Term is utilized for the analysis of Atterberg Limits in soil. NR No Results: Term is utilized when'No Target Compounds Requested' is reported for the analysis of Volatile or Semivolatile Organic TIC only requests. RL Reporting Limit: The value at which an instrument can accurately measure an analyte at a specific concentration. The RL includes any adjustments from dilutions, concentrations or moisture content, where applicable. RPD Relative Percent Difference: The results from matrix and/or matrix spike duplicates are primarily designed to assess the precision of analytical results in a given matrix and are expressed as relative percent difference (RPD). Values which are less than five times the reporting limit for any individual parameter are evaluated by utilizing the absolute difference between the values; although the RPD value will be provided in the report. SRM Standard Reference Material: A reference sample of a known or certified value that is of the same or similar matrix as the associated field samples. STLP Semi -dynamic Tank Leaching Procedure per EPA Method 1315. TEF Toxic Equivalency Factors: The values assigned to each dioxin and furan to evaluate their toxicity relative to 2,3,7,8-TCDD. TEQ Toxic Equivalent: The measure of a sample's toxicity derived by multiplying each dioxin and furan by its corresponding TEF and then summing the resulting values. TIC Tentatively Identified Compound: A compound that has been identified to be present and is not part of the target compound list (TCL) for the method and/or program. All TICS are qualitatively identified and reported as estimated concentrations. Report Format: Data Usability Report Page 15 of 20 Serial—No: 12282310:47 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2373965 Project Number: K10842DA.S.WW.700 Report Date: 12/28/23 Footnotes 1 The reference for this analyte should be considered modified since this analyte is absent from the target analyte list of the original method. Terms Analytical Method: Both the document from which the method originates and the analytical reference method. (Example: EPA 8260B is shown as 1,8260B.) The codes for the reference method documents are provided in the References section of the Addendum. Chlordane: The target compound Chlordane (CAS No. 57-74-9) is reported for GC ECD analyses. Per EPA,this compound "refers to a mixture of chlordane isomers, other chlorinated hydrocarbons and numerous other components." (Reference: USEPA Toxicological Review of Chlordane, In Support of Summary Information on the Integrated Risk Information System (IRIS), December 1997.) Difference: With respect to Total Oxidizable Precursor (TOP) Assay analysis, the difference is defined as the Post -Treatment value minus the Pre -Treatment value. Final pH: As it pertains to Sample Receipt & Container Information section of the report, Final pH reflects pH of container determined after adjustment at the laboratory, if applicable. If no adjustment required, value reflects Initial pH. Frozen Date/Time: With respect to Volatile Organics in soil, Frozen Date/Time reflects the date/time at which associated Reagent Water - preserved vials were initially frozen. Note: If frozen date/time is beyond 48 hours from sample collection, value will be reflected in'bold'. Gasoline Range Organics (GRO): Gasoline Range Organics (GRO) results include all chromatographic peaks eluting from Methyl tert butyl ether through Naphthalene, with the exception of GRO analysis in support of State of Ohio programs, which includes all chromatographic peaks eluting from Hexane through Dodecane. Initial pH: As it pertains to Sample Receipt & Container Information section of the report, Initial pH reflects pH of container determined upon receipt, if applicable. PAH Total: With respect to Alkylated PAH analyses, the 'PAHs, Total' result is defined as the summation of results for all or a subset of the following compounds: Naphthalene, C1-C4 Naphthalenes, 2 -Methylnaphthalene, 1 -Methylnaphthalene, Biphenyl, Acenaphthylene, Acenaphthene, Fluorene, C1-C3 Fluorenes, Phenanthrene, C1-C4 Phenanthrenes/Anthracenes, Anthracene, Fluoranthene, Pyrene, C1-C4 Fluoranthenes/Pyrenes, Benz(a)anthracene, Chrysene, C1-C4 Chrysenes, Benzo(b)fluoranthene, Benzoo)+(k)fluoranthene, Benzo(e)pyrene, Benzo(a)pyrene, Perylene, Indeno(1,2,3-cd)pyrene, Dibenz(ah)+(ac)anthracene, Benzo(g,h,i)perylene. If a'Total' result is requested, the results of its individual components will also be reported. PEAS Total: With respect to PFAS analyses, the'PFAS, Total (5)' result is defined as the summation of results for: PFHpA, PFHxS, PFOA, PFNA and PFOS. In addition, the'PFAS, Total (6)' result is defined as the summation of results for: PFHpA, PFHxS, PFOA, PFNA, PFDA and PFOS. For MassDEP DW compliance analysis only, the'PFAS, Total (6)' result is defined as the summation of results at or above the RL. Note: Ifa'Total' result is requested, the results of its individual components will also be reported. Total: With respect to Organic analyses, a'Total' result is defined as the summation of results for individual isomers or Aroclors. If a'Total' result is requested, the results of its individual components will also be reported. This is applicable to 'Total' results for methods 8260, 8081 and 8082. Data Qualifiers A Spectra identified as "Aldol Condensates" are byproducts of the extraction/concentration procedures when acetone is introduced in the process. B The analyte was detected above the reporting limit in the associated method blank. Flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank. For MCP -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank. For DOD -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank AND the analyte was detected above one-half the reporting limit (or above the reporting limit for common lab contaminants) in the associated method blank. For NJ - Air -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte above the reporting limit. For NJ -related projects (excluding Air), flag only applies to associated field samples that have detectable concentrations of the analyte, which was detected above the reporting limit in the associated method blank or above five times the reporting limit for common lab contaminants (Phthalates, Acetone, Methylene Chloride, 2-Butanone). C Co -elution: The target analyte co -elutes with a known lab standard (i.e. surrogate, internal standards, etc.) for co -extracted analyses. D Concentration of analyte was quantified from diluted analysis. Flag only applies to field samples that have detectable concentrations of the analyte. E Concentration of analyte exceeds the range of the calibration curve and/or linear range of the instrument. F The ratio of quantifier ion response to qualifier ion response falls outside of the laboratory criteria. Results are considered to be an estimated maximum concentration. G The concentration may be biased high due to matrix interferences (i.e, co -elution) with non -target compound(s). The result should be considered estimated. H The analysis of pH was performed beyond the regulatory -required holding time of 15 minutes from the time of sample collection. I The lower value for the two columns has been reported due to obvious interference. J Estimated value. This represents an estimated concentration for Tentatively Identified Compounds (TICS). M Reporting Limit (RL) exceeds the MCP CAM Reporting Limit for this analyte. Report Format: Data Usability Report Page 16 of 20 Project Name: Project Number: Data Qualifiers MAPLEWOOD AT BREWSTER K10842DA.S.WW.700 ND - Not detected at the reporting limit (RL) for the sample. Serial—No: 12282310:47 Lab Number: L2373965 Report Date: 12/28/23 NJ - Presumptive evidence of compound. This represents an estimated concentration for Tentatively Identified Compounds (TICS), where the identification is based on a mass spectral library search. p -The RPD between the results for the two columns exceeds the method -specified criteria. Q The quality control sample exceeds the associated acceptance criteria. For DOD -related projects, LCS and/or Continuing Calibration Standard exceedences are also qualified on all associated sample results. Note: This flag is not applicable for matrix spike recoveries when the sample concentration is greater than 4x the spike added or for batch duplicate RPD when the sample concentrations are less than 5x the RL. (Metals only.) R Analytical results are from sample re -analysis. RE Analytical results are from sample re -extraction. S Analytical results are from modified screening analysis. V The surrogate associated with this target analyte has a recovery outside the QC acceptance limits. (Applicable to MassDEP DW Compliance samples only.) Z The batch matrix spike and/or duplicate associated with this target analyte has a recovery/RPD outside the QC acceptance limits. (Applicable to MassDEP DW Compliance samples only.) Report Format: Data Usability Report Page 17 of 20 Serial—No: 12282310:47 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2373965 Project Number: K10842DA.S.WW.700 Report Date: 12/28/23 REFERENCES 44 Methods for the Determination of Inorganic Substances in Environmental Samples, EPA/600/R-93/100, August 1993. 121 Standard Methods for the Examination of Water and Wastewater. APHA-AWWA-WEF Standard Methods Online. 140 Method 1664,Revision B: N -Hexane Extractable Material (HEM; Oil & Grease) and Silica Gel Treated N -Hexane Extractable Material (SGT -HEM; Non -polar Material) by Extraction and Gravimetry, EPA -821-R-10-001, February 2010. LIMITATION OF LIABILITIES Alpha Analytical performs services with reasonable care and diligence normal to the analytical testing laboratory industry. In the event of an error, the sole and exclusive responsibility of Alpha Analytical shall be to re -perform the work at it's own expense. In no event shall Alpha Analytical be held liable for any incidental, consequential or special damages, including but not limited to, damages in any way connected with the use of, interpretation of, information or analysis provided by Alpha Analytical. We strongly urge our clients to comply with EPA protocol regarding sample volume, preservation, cooling, containers, sampling procedures, holding time and splitting of samples in the field. Page 18 of 20 Alpha Analytical, Inc. Facility: Company -wide Department: Quality Assurance Title: Certificate/Ar,l aroval Program Summa Certification Information The following analytes are not included in our Primary NELAP Scope of Accreditation: Serial—No: 12282310:47 ID No.:17873 Revision 20 Published Date: 6/16/2023 4:52:28 PM Pa.. e 1 of 1 Westborough Facility EPA 624.1: m/p-xylene, o -xylene, Naphthalene EPA 625.1: alpha -Terpineol EPA 8260D: NPW: 1,2,4,5-Tetramethylbenzene; 4-Ethyltoluene, Azobenzene; SCM: lodomethane (methyl iodide), 1,2,4,5-Tetramethylbenzene; 4- Ethyltoluene. EPA 8270E: NPW: Di methyl naphthalene, l,4-Diphenylhydrazine, alpha -Terpineol; SCM: Dimethyl naphthalene, 1,4-Diphenylhydrazine. SM4500: NPW: Amenable Cyanide; SCM: Total Phosphorus, TKN, NO2, NO3. Mansfield Facility SM 254OD: TSS. EPA TO -15: Halothane, 2,4,4-Trimethyl-2-pentene, 2,4,4-Trimethyl-1-pentene, Thiophene, 2-Methylthiophene, 3-Methylthiophene, 2-Ethylthiophene, 1,2,3-Trimethylbenzene, Indan, Indene, 1,2,4,5-Tetramethylbenzene, Benzothiophene, 1 -Methylnaphthalene. Biological Tissue Matrix: EPA 3050B The following analytes are included in our Massachusetts DEP Scope of Accreditation Westborough Facility: Drinking Water EPA 300.0: Chloride, Nitrate -N, Fluoride, Sulfate; EPA 353.2: Nitrate -N, Nitrite -N; SM4500NO3-F: Nitrate -N, Nitrite -N; SM4500F-C, SM4500CN-CE, EPA 180.1, SM2130B, SM4500CI-D, SM2320B, SM2540C, SM4500H-B, SM450ONO2-B EPA 524.2: THMs and VOCs; EPA 504.1: EDB, DBCP. Microbiology: SM9215B; SM9223-P/A, SM9223B-Colilert-QT,SM9222D. Non -Potable Water SM4500H,B, EPA 120.1, SM2510B, SM2540C, SM2320B, SM4500CL-E, SM4500F-BC, SM4500NH3-BH: Ammonia -N and Kjeldahl -N, EPA 350.1: Ammonia -N, LACHAT 10-107-06-1-B: Ammonia -N, EPA 351.1, SM4500NO3-F, EPA 353.2: Nitrate -N, SM4500P-E, SM4500P-B, E, SM4500SO4-E, SM5220D, EPA 410.4, SM5210B, SM5310C, SM4500CL-D, EPA 1664, EPA 420.1, SM4500-CN-CE, SM2540D, EPA 300: Chloride, Sulfate, Nitrate. EPA 624.1: Volatile Halocarbons & Aromatics, EPA 608.3: Chlordane, Toxaphene, Aldrin, alpha -BHC, beta -BHC, gamma -BHC, delta -BHC, Dieldrin, DDD, DDE, DDT, Endosulfan I, Endosulfan II, Endosulfan sulfate, Endrin, Endrin Aldehyde, Heptachlor, Heptachlor Epoxide, PCBs EPA 625.1: SVOC (Acid/Base/Neutral Extractables). Microbiology: SM9223B-Colilert-QT; Enterolert-QT, SM9221E, EPA 1600, EPA 1603, SM9222D. Mansfield Facility: Drinking Water EPA 200.7: Al, Ba, Cd, Cr, Cu, Fe, Mn, Ni, Na, Ag, Ca, Zn. EPA 200.8: Al, Sb, As, Ba, Be, Cd, Cr, Cu, Pb, Mn, Ni, Se, Ag, TL, Zn. EPA 245.1 Hg. EPA 522, EPA 537.1. Non -Potable Water EPA 200.7: Al, Sb, As, Be, Cd, Ca, Cr, Co, Cu, Fe, Pb, Mg, Mn, Mo, Ni, K, Se, Ag, Na, Sr, TL, Ti, V, Zn. EPA 200.8: Al, Sb, As, Be, Cd, Cr, Cu, Fe, Pb, Mn, Ni, K, Se, Ag, Na, TL, Zn. EPA 245.1 Hg. SM2340B For a complete listing of analytes and methods, please contact your Alpha Project Manager. Document Type: Form Page 19 of 20 Pre-Qualtrax Document ID: 08-113 Serial—No: 12282310:47 CHAIN OF CUSTODY IPAW I OF i • wit kaedI,u ALP14A Jobtt �aJA rrojl!ct• •n Data Deliverables Billing Information — -- •—Report■ FAX ®ElAAII , Same as Cw;ent Inro FO ar: Iti ON2DAS Wwtbamugh MIA, Mlaneaetd, MA TEL: eM-9=0 TEL:50"n-v= R I f4 lGf Name: Mep19,kOrJd FJie4M>�tef I �] ADEX Q Adti'I aelf4man }{tF 1'!�lF�1 s+r` ��i�•llee RaquirOntentslF147 Y Client ■ '.W ." Pd6.LocationFmewster,MA eport Limits — — — ClWmt4 Bennett BnvironmanWAssodates Rgpj,ct #. K108420A.S.VWV,700 Address. Main St Prom rt Manage'fqi oyh Smith Bmwster MA 02631 ALOW. OWale rPhone: 500-8W1706 Turn—Around Time — ANALYSIS — Eax: 508,-896r51f79' _ ®5tandaia:11 Rll$t! (ONLY 1FPRtr-4PPRpVEM 3AMPILE Idl1tlR]!!dG Email!: sfarmnka&#NSLWVater.com �AbeNon � Dane Ej Theft itafnoM! have been Prevku* snelped by Alpha Dale nate-: Time: 10 Not Needed a Let Imda Other Project Specific Requirements ammenWDetection Limits: plum .Um d Lab be da: Pkers W_* ALPHA Lada I'D Sample ID Come" Samp{e Sampler's flats Ude orm I Dale I 'rima MellFtoe Irwhals tiSWptalf WWW I prlflttent 9- SAI4N Q1:11❑ U - Effluent - - WN E 111 C1 D 0.13 Diu © J 1-17 ContalnerType F P P P '^ P P P - Rlexervetiv� tI o Q' t} D- 0 d - Pkwft pr" dally. legm►1' AndODmPWW. SernPieecen net be ftelrtigseme►dd ey. Dalalfinie ReCOlma9y: nallamtre %ffJ .d0 RwIYnM � � • wtwt I EV wnb*g" mwead An am roweea a+�n■xn Fr_ 1' 'k Fr_ ' ` `J �^ I J.1 io a+�6enRlad ■ar su<�J■� b Mplws ilgn,e o Terms. Mih'. L►M•-0Irr MfLSI'a r+.- I:'�a.- ��r A�OTMF. 1.4� Page 20 of 20 ALPHA ANAL V -ICA L ANALYTICAL REPORT Lab Number: L2373644 Client: Bennett Environmental Associates 1573 Main Street Brewster, MA 02631 ATTN: Samantha Farrenkopf Phone: (508) 896-1706 Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Report Date: 12/21/23 Serial—No: 12212315:36 The original project report/data package is held by Alpha Analytical. This report/data package is paginated and should be reproduced only in its entirety. Alpha Analytical holds no responsibility for results and/or data that are not consistent with the original. Certifications & Approvals: MA (M-MA086), NH NELAP (2064), CT (PH -0826), IL (200077), IN (C -MA -03), KY (KY98045), ME (MA00086), MD (348), NJ (MA935), NY (11148), NC (25700/666), OH (CL108), OR (MA -1316), PA (68-03671), RI (LA000065), TX (T104704476), VT (VT -0935), VA (460195), USDA (Permit #525-23-122-91930). Eight Walkup Drive, Westborough, MA 01581-1019 508-898-9220 (Fax) 508-898-9193 800-624-9220 - www.alphalab.com Page 1 of 20 Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Serial—No: 12212315:36 Lab Number: L2373644 Report Date: 12/21/23 Alpha Sample Collection Sample ID Client ID Matrix Location Date/Time L2373644-01 MW -1 WATER BREWSTER, MA 12/13/23 13:00 L2373644-02 MW -2 WATER BREWSTER, MA 12/13/23 13:20 L2373644-03 MW -3 WATER BREWSTER, MA 12/13/23 13:40 L2373644-04 MW -4 WATER BREWSTER, MA 12/13/23 14:00 Page 2 of 20 Receive Date 12/13/23 12/13/23 12/13/23 12/13/23 Serial—No: 12212315:36 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2373644 Project Number: K10842DA.S.WW.700 Report Date: 12/21/23 Case Narrative The samples were received in accordance with the Chain of Custody and no significant deviations were encountered during the preparation or analysis unless otherwise noted. Sample Receipt, Container Information, and the Chain of Custody are located at the back of the report. Results contained within this report relate only to the samples submitted under this Alpha Lab Number and meet NELAP requirements for all NELAP accredited parameters unless otherwise noted in the following narrative. The data presented in this report is organized by parameter (i.e. VOC, SVOC, etc.). Sample specific Quality Control data (i.e. Surrogate Spike Recovery) is reported at the end of the target analyte list for each individual sample, followed by the Laboratory Batch Quality Control at the end of each parameter. Tentatively Identified Compounds (TICS), if requested, are reported for compounds identified to be present and are not part of the method/program Target Compound List, even if only a subset of the TCL are being reported. If a sample was re -analyzed or re -extracted due to a required quality control corrective action and if both sets of data are reported, the Laboratory ID of the re -analysis or re -extraction is designated with an "R" or "RE", respectively. When multiple Batch Quality Control elements are reported (e.g. more than one LCS), the associated samples for each element are noted in the grey shaded header line of each data table. Any Laboratory Batch, Sample Specific % recovery or RPD value that is outside the listed Acceptance Criteria is bolded in the report. In reference to questions H (CAM) or 4 (RCP) when "NO" is checked, the performance criteria for CAM and RCP methods allow for some quality control failures to occur and still be within method compliance. In these instances, the specific failure is not narrated but noted in the associated QC Outlier Summary Report, located directly after the Case Narrative. QC information is also incorporated in the Data Usability Assessment table (Format 11) of our Data Merger tool, where it can be reviewed in conjunction with the sample result, associated regulatory criteria and any associated data usability implications. Soil/sediments, solids and tissues are reported on a dry weight basis unless otherwise noted. Definitions of all data qualifiers and acronyms used in this report are provided in the Glossary located at the back of the report. HOLD POLICY - For samples submitted on hold, Alpha's policy is to hold samples (with the exception of Air canisters) free of charge for 21 calendar days from the date the project is completed. After 21 calendar days, we will dispose of all samples submitted including those put on hold unless you have contacted your Alpha Project Manager and made arrangements for Alpha to continue to hold the samples. Air canisters will be disposed after 3 business days from the date the project is completed. Please contact Project Management at 800-624-9220 with any questions. Page 3 of 20 Serial–No: 12212315:36 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2373644 Project Number: K10842DA.S.WW.700 Report Date: 12/21/23 Case Narrative (continued) Nitrogen, Total Kjeldahl The WG 1866445-4 MS recovery, performed on L2373644-03, is outside the acceptance criteria for nitrogen, total kjeldahl (68%); however, the associated LCS recovery is within criteria. No further action was taken. I, the undersigned, attest under the pains and penalties of perjury that, to the best of my knowledge and belief and based upon my personal inquiry of those responsible for providing the information contained in this analytical report, such information is accurate and complete. This certificate of analysis is not complete unless this page accompanies any and all pages of this report. Melissa Sturgis Authorized Signature: Title: Technical Director/Representative Date: 12/21/23 Page 4 of 20 /A��— INORGANICS MISCELLANEOUS Page 5 of 20 Serial No:12212315:36 Am Serial—No: 12212315:36 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2373644 Project Number: K10842DA.S.WW.700 Report Date: 12/21/23 SAMPLE RESULTS Lab ID: L2373644-01 Date Collected: 12/13/23 13:00 Client ID: MW -1 Date Received: 12/13/23 Sample Location: BREWSTER, MA Field Prep: Not Specified Sample Depth: Matrix: Water Dilution Date Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method Analyst General Chemistry - Westborough Lab Nitrogen, Nitrite ND mg/l 0.050 1 - 12/14/23 05:28 44,353.2 KAF Nitrogen, Nitrate 0.27 mg/l 0.10 1 12/14/23 05:28 44,353.2 KAF Nitrogen, Total Kjeldahl 0.578 mg/l 0.300 1 12/20/23 17:16 12/21/2313:48 121,4500NH3-H KEP Phosphorus, Total 0.071 mg/I 0.010 1 12/19/23 07:51 12/19/23 12:22 121,4500P -E EYA Phosphorus, Orthophosphate 0.042 mg/l 0.005 1 - 12/14/23 01:39 121,4500P -E CAR A cera , Page 6 of 20 Serial No:12212315:36 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2373644 Project Number: K10842DA.S.WW.700 Report Date: 12/21/23 SAMPLE RESULTS Lab ID: L2373644-02 Date Collected: 12/13/23 13:20 Client ID: MW -2 Date Received: 12/13/23 Sample Location: BREWSTER, MA Field Prep: Not Specified Sample Depth: Matrix: Water Dilution Date Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method Analyst General Chemistry - Westborough Lab _ Nitrogen, Nitrite ND mg/I 0.050 - 1 12/14/23 05:30 44,353.2 KAF Nitrogen, Nitrate 3.5 mg/I 0.10 1 - 12/14/23 05:30 44,353.2 KAF Nitrogen, Total Kjeldahl ND mg/I 0.300 1 12/20/23 17:16 12/21/23 13:28 121,4500NH3-H KEP Phosphorus, Total 0.014 mg/I 0.010 1 12/19/23 07:51 12/19/23 12:23 121,4500P -E EYA Phosphorus, Orthophosphate 0.010 mg/l 0.005 1 12/14/2301:40 121,4500P -E CAR Page 7 of 20 Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Lab ID: L2373644-03 Client ID: MW -3 Sample Location: BREWSTER, MA Sample Depth: Matrix: Water Parameter Result Qualifier Units General Chemistry - Westborough Lab SAMPLE RESULTS RL Nitrogen, Nitrite ND mg/I 0.050 Nitrogen, Nitrate 6.4 mg/I 0.10 Nitrogen, Total Kjeldahl ND mg/I 0.300 Phosphorus, Total 0.031 mg/l 0.010 Phosphorus, Orthophosphate 0.012 mg/I 0.005 Page 8 of 20 Serial—No: 12212315:36 Lab Number: L2373644 Report Date: 12/21/23 Date Collected: 12/13/23 13:40 Date Received: 12/13/23 Field Prep: Not Specified Dilution Date Date Analytical MDL Factor Prepared Analyzed Method Analyst 1 12/14/23 05:31 44,353.2 KAF -- 1 12/14/23 05:31 44,353.2 KAF 1 12/20/2317:16 12/21/2313:29 121,4500NH3-H KEP 1 12/19/23 07:51 12/19/23 12:27 121,4500P -E EYA -- 1 12/14/23 01:40 121,4500P -E CAR Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Lab ID: L2373644-04 - 12/14/23 05:32 Client ID: MW -4 0.10 Sample Location: BREWSTER, MA 44,353.2 Sample Depth: 0.300 1 Matrix: Water KEP Parameter Result Qualifier Units General Chemistry Westborough Lab EYA Nitrogen, Nitrite ND mg/I Nitrogen, Nitrate 6.5 MVI Nitrogen, Total Kjeldahl ND mg/I Phosphorus, Total 0.113 mg/I Phosphorus, Orthophosphate 0.012 mg/I Page 9 of 20 SAMPLE RESULTS Serial—No: 12212315:36 Lab Number: L2373644 Report Date: 12/21/23 Date Collected: 12/13/23 14:00 Date Received: 12/13/23 Field Prep: Not Specified Dilution Date RL MDL Factor Prepared Date Analytical Analyzed Method Analyst 0.050 1 - 12/14/23 05:32 44,353.2 KAF 0.10 1 12/14/23 05:32 44,353.2 KAF 0.300 1 12/20/2317:16 12/21/2313:35 121,4500NH3-H KEP 0.010 1 12/19/23 07:51 12/19/23 12:28 121,4500P -E EYA 0.005 -- 1 - 12/14/23 01:41 121,4500P -E CAR / ; ..A _. �.. Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Method Blank Analysis Batch Quality Control Serial No:12212315:36 Lab Number: L2373644 Report Date: 12/21/23 Page 10 of 20 Dilution Date Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method Analyst General Chemistry Westborough Lab for sample(s): 01-04 Batch: WG1863726-1 Nitrogen, Nitrite ND mg/I 0.050 -- 1 - 12/14/23 02:51 44,353.2 KAF General Chemistry - Westborough Lab for sample(s): 01-04 Batch: WG1863730-1 Nitrogen, Nitrate ND mg/I 0.10 -- 1 - 12/14/23 02:59 44,353.2 KAF General Chemistry - Westborough Lab for sample(s): 01-04 Batch: WG1863739-1 Phosphorus, Orthophosphate ND mg/I 0.005 -- 1 12/14/23 01:37 121,4500P -E CAR General Chemistry - Westborough Lab for sample(s): 01-04 Batch: WG1865640-1; Phosphorus, Total ND mg/I 0.010 -- 1 12/19/23 07:51 12/19/2312:02 121,4500P -E EYA General Chemistry - Westborough Lab for sample(s): 01-04 Batch: WG1866445-1 Nitrogen, Total Kjeldahl ND mg/I 0.300 -- 1 12/20/23 17:16 12/21/23 13:23 121,4500NH3-H KEP Page 10 of 20 Serial—No: 12212315:36 Lab Control Sample Analysis Project Name: MAPLEWOOD AT BREWSTER Batch Quality Control Lab Number: L2373644 Project Number: K10842DA.S.WW.700 Report Date: 12/21/23 LCS LCSD %Recovery Parameter %Recovery Qual %Recovery Cual Limits RPD Qual RPD Limits General Chemistry - Westborough Lab Associated sample(s): 01-04 Batch: WG1863726-2 Nitrogen, Nitrite 90-110 20 General Chemistry -Westborough Lab Associated sample(s): 01-04 Batch: WG1863730-2 Nitrogen, Nitrate 90-110 General Chemistry - Westborough Lab Associated sample(s): 01-04 Batch: WG 1863739-2 Phosphorus, Orthophosphate 90-110 General Chemistry - Westborough Lab Associated sample(s): 01-04 Batch: WG1865640-2 Phosphorus, Total 102 80-120 General Chemistry -Westborough Lab Associated sample(s): 01-04 Batch: WG1866445-2 Nitrogen, Total Kjeldahl 78-122 Page 11 of 20 Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Matrix Spike Analysis Batch Quality Control Serial—No: 12212315:36 Lab Number: L2373644 Report Date: 12/21/23 Native MS MS MS MSD MSD Recovery RPD Parameter Sample Added Found %Recovery Qual Found %Recovery Qual Limits RPD Qual Limits General Chemistry -Westborough Lab Associated sample(s): 01-04 QC Batch ID: WG1863726-4 QC Sample: L2373492-01 Client ID: MS Sample Nitrogen, Nitrite ND 4 4.3 108 80-120 20 General Chemistry -Westborough Lab Associated sample(s): 01-04 QC Batch ID: WG1863730-4 QC Sample: L2373492-01 Client ID: MS Sample Nitrogen, Nitrate 16 4 19 83-113 6 General Chemistry -Westborough Lab Associated sample(s): 01-04 QC Batch ID: WG1863739-4 QC Sample: L2373647-01 Client ID: MS Sample Phosphorus, Orthophosphate 0.959 2.5 3.42 98 80-120 20 General Chemistry -Westborough Lab Associated sample(s): 01-04 QC Batch ID: WG1865640-4 QC Sample: L2373644-02 Client ID: MW -2 Phosphorus, Total 0.014 0.5 0.528 - 75-125 20 General Chemistry Westborough Lab Associated sample(s): 01-04 QC Batch ID: WG1866445-4 QC Sample: L2373644-03 Client ID: MW -3 Nitrogen, Total Kjeldahl ND 8 5.44 0 Q - 77-111 24 Page 12 of 20 Serial—No: 12212315:36 Lab Duplicate Analysis Project Name: MAPLEWOOD AT BREWSTER Batch Quality Control Lab Number: L2373644 Project Number: K10842DA.S.WW.700 Report Date: 12/21/23 Parameter Native Sample Duplicate Sample Units RPD Qual RPD Limits General Chemistry - Westborough Lab Associated sample(s): 01-04 QC Batch ID: WG1863726-3 QC Sample: L2373492-01 Client ID: DUP Sample Nitrogen, Nitrite ND ND mg/I NC 20 General Chemistry - Westborough Lab Associated sample(s): 01-04 QC Batch ID: WG1863730-3 QC Sample: L2373492-01 Client ID: DUP Sample Nitrogen, Nitrate 16 16 mg/l 6 General Chemistry - Westborough Lab Associated sample(s): 01-04 QC Batch ID: WG1863739-3 QC Sample: L2373647-01 Client ID: DUP Sample Phosphorus, Orthophosphate 0.959 0.992 mg/l 20 General Chemistry - Westborough Lab Associated sample(s): 01-04 QC Batch ID: WG1865640-3 QC Sample: L2373644-02 Client ID: MW -2 Phosphorus, Total 0.014 0.015 mg/I 20 General Chemistry - Westborough Lab Associated sample(s): 01-04 QC Batch ID: WG1866445-3 QC Sample: L2373644-03 Client ID: MW -3 Nitrogen, Total Kjeldahl ND ND mg/l 24 Page 13 of 20 " ` Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Were project specific reporting limits specified? Cooler Information Cooler Custody Seal E Absent Container Information Container ID Container Type L2373644 -01A Plastic 250ml unpreserved L2373644-01 B Plastic 500ml H2SO4 preserved L2373644 -02A Plastic 250ml unpreserved L2373644 -02B Plastic 500ml H2SO4 preserved L2373644 -03A Plastic 250ml unpreserved L2373644 -03B Plastic 500ml H2SO4 preserved L2373644 -04A Plastic 250ml unpreserved L2373644 -04B Plastic 500ml H2SO4 preserved Sample Receipt and Container Information YES Frozen Date/Time Page 14 of 20 *Values in parentheses indicate holding time in days Serial—No: 12212315:36 Lab Number: L2373644 Report Date: 12/21/23 Analysis(*) OPHOS-4500(2), NO2-353(2), NO3-353(2) TKN-4500(28),TPHOS-4500(28) OPHOS-4500(2), NO2-353(2),NO3-353(2) TKN-4500 (28),TP H OS -4500 (28 ) OPHOS-4500(2), NO2-353(2),NO3-353(2) TKN-4500 (28),TP H O S-4500 (28) OPHOS-0500(2), NO2-353(2), NO3-353(2) TKN-4500 (28), TP H O S-4500 (28) Initial Final Temp Cooler pH pH deg C Pres Seal E 7 7 2.7 Y Absent E <2 <2 2.7 Y Absent E 7 7 2.7 Y Absent E <2 <2 2.7 Y Absent E 7 7 2.7 Y Absent E <2 <2 2.7 Y Absent E 7 7 2.7 Y Absent E <2 <2 2.7 Y Absent Frozen Date/Time Page 14 of 20 *Values in parentheses indicate holding time in days Serial—No: 12212315:36 Lab Number: L2373644 Report Date: 12/21/23 Analysis(*) OPHOS-4500(2), NO2-353(2), NO3-353(2) TKN-4500(28),TPHOS-4500(28) OPHOS-4500(2), NO2-353(2),NO3-353(2) TKN-4500 (28),TP H OS -4500 (28 ) OPHOS-4500(2), NO2-353(2),NO3-353(2) TKN-4500 (28),TP H O S-4500 (28) OPHOS-0500(2), NO2-353(2), NO3-353(2) TKN-4500 (28), TP H O S-4500 (28) Serial—No: 12212315:36 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2373644 Project Number: K10842DA.S.WW.700 Report Date: 12/21/23 GLOSSARY Acronyms DL Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the limit of quantitation (LOQ). The DL includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) EDL Estimated Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the reporting limit (RL). The EDL includes any adjustments from dilutions, concentrations or moisture content, where applicable. The use of EDLs is specific to the analysis of PAHs using Solid -Phase Microextraction (SPME). EMPC Estimated Maximum Possible Concentration: The concentration that results from the signal present at the retention time of an analyte when the ions meet all of the identification criteria except the ion abundance ratio criteria. An EMPC is a worst-case estimate of the concentration. EPA Environmental Protection Agency. LCS Laboratory Control Sample: A sample matrix, free from the analytes of interest, spiked with verified known amounts of analytes or a material containing known and verified amounts of analytes. LCSD Laboratory Control Sample Duplicate: Refer to LCS. LFB Laboratory Fortified Blank: A sample matrix, free from the analytes of interest, spiked with verified known amounts of analytes or a material containing known and verified amounts of analytes. LOD Limit of Detection: This value represents the level to which a target analyte can reliably be detected for a specific analyte in a specific matrix by a specific method. The LOD includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) LOQ Limit of Quantitation: The value at which an instrument can accurately measure an analyte at a specific concentration. The LOQ includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) Limit of Quantitation: The value at which an instrument can accurately measure an analyte at a specific concentration. The LOQ includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) MDL Method Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the reporting limit (RL). The MDL includes any adjustments from dilutions, concentrations or moisture content, where applicable. MS Matrix Spike Sample: A sample prepared by adding a known mass of target analyte to a specified amount of matrix sample for which an independent estimate of target analyte concentration is available. For Method 332.0, the spike recovery is calculated using the native concentration, including estimated values. MSD Matrix Spike Sample Duplicate: Refer to MS. NA Not Applicable. NC Not Calculated: Tenn is utilized when one or more of the results utilized in the calculation are non -detect at the parameter's reporting unit. NDPA/DPA - N-Nitrosodiphenylamine/Diphenylamine. NI Not Ignitable. NP Non -Plastic: Term is utilized for the analysis of Atterberg Limits in soil. NR No Results: Term is utilized when'No Target Compounds Requested' is reported for the analysis of Volatile or Semivolatile Organic TIC only requests. RL Reporting Limit: 'Be value at which an instrument can accurately measure an analyte at a specific concentration. The RL includes any adjustments from dilutions, concentrations or moisture content, where applicable. RPD Relative Percent Difference: The results from matrix and/or matrix spike duplicates are primarily designed to assess the precision of analytical results in a given matrix and are expressed as relative percent difference (RPD). Values which are less than five times the reporting limit for any individual parameter are evaluated by utilizing the absolute difference between the values; although the RPD value will be provided in the report. SRM Standard Reference Material: A reference sample of a known or certified value that is of the same or similar matrix as the associated field samples. STLP Semi -dynamic Tank Leaching Procedure per EPA Method 1315. TEF Toxic Equivalency Factors: The values assigned to each dioxin and furan to evaluate their toxicity relative to 2,3,7,8-TCDD. TEQ Toxic Equivalent: The measure of a sample's toxicity derived by multiplying each dioxin and furan by its corresponding TEF and then summing the resulting values. TIC Tentatively Identified Compound: A compound that has been identified to be present and is not part of the target compound list (TCL) for the method and/or program. All TICs are qualitatively identified and reported as estimated concentrations. Report Format: Data Usability Report Page 15 of 20 Serial—No: 12212315:36 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2373644 Project Number: K10842DA.S.WW.700 Report Date: 12/21/23 Footnotes 1 The reference for this analyte should be considered modified since this analyte is absent from the target analyte list of the original method. Terms Analytical Method: Both the document from which the method originates and the analytical reference method. (Example: EPA 8260B is shown as 1,8260B.) The codes for the reference method documents are provided in the References section of the Addendum. Chlordane: The target compound Chlordane (CAS No. 57-74-9) is reported for GC ECD analyses. Per EPA,this compound "refers to a mixture of chlordane isomers, other chlorinated hydrocarbons and numerous other components." (Reference: USEPA Toxicological Review of Chlordane, In Support of Summary Information on the Integrated Risk Information System (IRIS), December 1997.) Difference: With respect to Total Oxidizable Precursor (TOP) Assay analysis, the difference is defined as the Post -Treatment value minus the Pre -Treatment value. Final pH: As it pertains to Sample Receipt & Container Information section of the report, Final pH reflects pH of container determined after adjustment at the laboratory, if applicable. If no adjustment required, value reflects Initial pH. Frozen Date/Time: With respect to Volatile Organics in soil, Frozen Date/Time reflects the date/time at which associated Reagent Water - preserved vials were initially frozen. Note: If frozen date/time is beyond 48 hours from sample collection, value will be reflected in'bold'. Gasoline Range Organics (GRO): Gasoline Range Organics (GRO) results include all chromatographic peaks eluting from Methyl tert butyl ether through Naphthalene, with the exception of GRO analysis in support of State of Ohio programs, which includes all chromatographic peaks eluting from Hexane through Dodecane. Initial pH: As it pertains to Sample Receipt & Container Information section of the report, Initial pH reflects pH of container determined upon receipt, if applicable. PAH Total: With respect to Alkylated PAH analyses, the 'PAHs, Total' result is defined as the summation of results for all or a subset of the following compounds: Naphthalene, C1-C4 Naphthalenes, 2 -Methylnaphthalene, 1 -Methylnaphthalene, Biphenyl, Acenaphthylene, Acenaphthene, Fluorene, C1-C3 Fluorenes, Phenanthrene, C1-C4 Phenanthrenes/Anthracenes, Anthracene, Fluorambene, Pyrene, C1-C4 Fluoranthenes/Pyrenes, Benz(a)anthracene, Chrysene, C1-C4 Chrysenes, Benzo(b)fluoranthene, Benzoo)+(k)fluoranthene, Benzo(e)pyrene, Benzo(a)pyrene, Perylene, Indeno(1,2,3-cd)pyrene, Dibenz(ah)+(ac)anthracene, Benzo(g,h,i)perylene. If a'Total' result is requested, the results of its individual components will also be reported. PFAS Total: With respect to PFAS analyses, the'PFAS, Total (5)' result is defined as the summation of results for: PFHpA, PFHxS, PFOA, PFNA and PFOS. In addition, the'PFAS, Total (6)' result is defined as the summation of results for: PFHpA, PFHxS, PFOA, PFNA, PFDA and PFOS. For MassDEP DW compliance analysis only, the'PFAS, Total (6)' result is defined as the summation of results at or above the RL. Note: If a'Total' result is requested, the results of its individual components will also be reported. Total: With respect to Organic analyses, a'Total' result is defined as the summation of results for individual isomers or Aroclors. If a'Total' result is requested, the results of its individual components will also be reported. This is applicable to 'Total' results for methods 8260, 8081 and 8082. Data Qualifiers A Spectra identified as "Aldo] Condensates" are byproducts of the extraction/concentration procedures when acetone is introduced in the process. B The analyte was detected above the reporting limit in the associated method blank. Flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank. For MCP -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank. For DOD -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank AND the analyte was detected above one-half the reporting limit (or above the reporting limit for common lab contaminants) in the associated method blank. For NJ - Air -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte above the reporting limit. For NJ -related projects (excluding Air), flag only applies to associated field samples that have detectable concentrations of the analyte, which was detected above the reporting limit in the associated method blank or above five times the reporting limit for common lab contaminants (Phthalates, Acetone, Methylene Chloride, 2-Butanone). C Co -elution: The target analyte co -elutes with a known lab standard (i.e. surrogate, internal standards, etc.) for co -extracted analyses. D Concentration of analyte was quantified from diluted analysis. Flag only applies to field samples that have detectable concentrations of the analyte. E Concentration of analyte exceeds the range of the calibration curve and/or linear range of the instrument. F The ratio of quantifier ion response to qualifier ion response falls outside of the laboratory criteria. Results are considered to be an estimated maximum concentration. G The concentration may be biased high due to matrix interferences (i.e, co -elution) with non -target compound(s). The result should be considered estimated. H The analysis of pH was performed beyond the regulatory -required holding time of 15 minutes from the time of sample collection. I The lower value for the two columns has been reported due to obvious interference. J Estimated value. This represents an estimated concentration for Tentatively Identified Compounds (TICS). M Reporting Limit (RL) exceeds the MCP CAM Reporting Limit for this analyte. Report Format: Data Usability Report Page 16 of 20 Serial—No: 12212315:36 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2373644 Project Number: K10842DA.S.WW.700 Report Date: 12/21/23 Data Qualifiers ND Not detected at the reporting limit (RL) for the sample. NJ Presumptive evidence of compound. This represents an estimated concentration for Tentatively Identified Compounds (TICS), where the identification is based on a mass spectral library search. P The RPD between the results for the two columns exceeds the method -specified criteria. Q The quality control sample exceeds the associated acceptance criteria. For DOD -related projects, LCS and/or Continuing Calibration Standard exceedences are also qualified on all associated sample results. Note: This flag is not applicable for matrix spike recoveries when the sample concentration is greater than 4x the spike added or for batch duplicate RPD when the sample concentrations are less than 5x the RL. (Metals only.) R Analytical results are from sample re -analysis. RE Analytical results are from sample re -extraction. S Analytical results are from modified screening analysis. V The surrogate associated with this target analyte has a recovery outside the QC acceptance limits. (Applicable to MassDEP DW Compliance samples only.) Z The batch matrix spike and/or duplicate associated with this target analyte has a recovery/RPD outside the QC acceptance limits. (Applicable to MassDEP DW Compliance samples only.) Report Format: Data Usability Report Page 17 of 20 Serial–No: 12212315:36 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2373644 Project Number: K10842DA.S.WW.700 Report Date: 12/21/23 REFERENCES 44 Methods for the Determination of Inorganic Substances in Environmental Samples, EPA/600/R-93/100, August 1993. 121 Standard Methods for the Examination of Water and Wastewater. APHA-AWWA-WEF. Standard Methods Online. LIMITATION OF LIABILITIES Alpha Analytical performs services with reasonable care and diligence normal to the analytical testing laboratory industry. In the event of an error, the sole and exclusive responsibility of Alpha Analytical shall be to re -perform the work at it's own expense. In no event shall Alpha Analytical be held liable for any incidental, consequential or special damages, including but not limited to, damages in any way connected with the use of, interpretation of, information or analysis provided by Alpha Analytical. We strongly urge our clients to comply with EPA protocol regarding sample volume, preservation, cooling, containers, sampling procedures, holding time and splitting of samples in the field. A,HA I— Page 18 of 20 Alpha Analytical, Inc. Facility: Company -wide Department: Quality Assurance Title: Certificate/Approval Program Summa. Certification Information The following analytes are not included in our Primary NELAP Scope of Accreditation: Serial_No:12212315:36 ID No.:17873 Revision 20 Published Date: 6/16/2023 4:52:28 PM Pa;e1of1 Westborough Facility EPA 624.1: m/p-xylene, o -xylene, Naphthalene EPA 625.1: alpha -Terpineol EPA 8260D: NPW: 1,2,4,5-Tetramethylbenzene; 4-Ethyltoluene, Azobenzene; SCM: lodomethane (methyl iodide), 1,2,4,5-Tetramethylbenzene; 4- Ethyltoluene. EPA 8270E: NPW: Dimethylnaphthalene,1,4-Diphenylhydrazine, alpha -Terpineol; SCM: Dimethylnaphthalene,1,4-Diphenylhydrazine. SM4500: NPW: Amenable Cyanide; SCM: Total Phosphorus, TKN, NO2, NO3. Mansfield Facility SM 254OD: TSS. EPA TO -15: Halothane, 2,4,4-Trimethyl-2-pentene, 2,4,4-Trimethyl-1-pentene, Thiophene, 2-Methylthiophene, 3-Methylthiophene, 2-Ethylthiophene, 1,2,3-Trimethylbenzene, Indan, Indene, 1,2,4,5-Tetramethylbenzene, Benzothiophene, 1 -Methylnaphthalene. Biological Tissue Matrix: EPA 3050B The following analytes are included in our Massachusetts DEP Scope of Accreditation Westborough Facility: Drinking Water EPA 300.0: Chloride, Nitrate -N, Fluoride, Sulfate; EPA 353.2: Nitrate -N, Nitrite -N; SM4500NO3-F: Nitrate -N, Nitrite -N; SM4500F-C, SM4500CN-CE, EPA 180.1, SM2130B, SM4500CI-D, SM2320B, SM2540C, SM4500H-B, SM450ONO2-B EPA 524.2: THMs and VOCs; EPA 504.1: EDB, DBCP. Microbiology: SM9215B; SM9223-P/A, SM9223B-Colilert-QT,SM9222D. Non -Potable Water SM4500H,B, EPA 120.1, SM2510B, SM2540C, SM2320B, SM4500CL-E, SM4500F-BC, SM4500NH3-BH: Ammonia -N and Kjeldahl -N, EPA 350.1: Ammonia -N, LACHAT 10-107-06-1-B: Ammonia -N, EPA 351.1, SM4500NO3-F, EPA 353.2: Nitrate -N, SM4500P-E, SM4500P-B, E, SM4500SO4-E, SM522013, EPA 410.4, SM5210B, SM5310C, SM4500CL-D, EPA 1664, EPA 420.1, SM4500-CN-CE, SM25401), EPA 300: Chloride, Sulfate, Nitrate. EPA 624.1: Volatile Halocarbons R Aromatics, EPA 608.3: Chlordane, Toxaphene, Aldrin, alpha -BHC, beta -BHC, gamma -BHC, delta -BHC, Dieldrin, DDD, DDE, DDT, Endosulfan I, Endosulfan II, Endosulfan sulfate, Endrin, Endrin Aldehyde, Heptachlor, Heptachlor Epoxide, PCBs EPA 625.1: SVOC (Acid/Base/Neutral Extractables). Microbiology: SM9223B-Colilert-QT; Enterolert-QT, SM9221E, EPA 1600, EPA 1603, SM9222D. Mansfield Facility: Drinking Water EPA 200.7: Al, Ba, Cd, Cr, Cu, Fe, Mn, Ni, Na, Ag, Ca, Zn. EPA 200.8: Al, Sb, As, Ba, Be, Cd, Cr, Cu, Pb, Mn, Ni, Se, Ag, TL, Zn. EPA 245.1 Hg. EPA 522, EPA 537.1. Non -Potable Water EPA 200.7: Al, Sb, As, Be, Cd, Ca, Cr, Co, Cu, Fe, Pb, Mg, Mn, Mo, Ni, K, Se, Ag, Na, Sr, TL, Ti, V, Zn. EPA 200.8: Al, Sb, As, Be, Cd, Cr, Cu, Fe, Pb, Mn, Ni, K, Se, Ag, Na, TL, Zn. EPA 245.1 Hg. SM2340B For a complete listing of analytes and methods, please contact your Alpha Project Manager. Document Type: Form Page 19 of 20 Pre-Qualtrax Document ID: 08-113 Serial—No: 12212315:36 CHAIN T PAGE t OF t W r ■ ■ ■ .■ . KUMBu� � Dana Racd to tata: i ALPHA Job M �~ Re ort information Data Deliverables Billing Information W rpapri, AAA w.m+.c�.rd, MA FAX ® EMAIL [� Sema as Client fimM10 P4 0: N7rW3ur2DAS Project TEL- _5011,89842M TEL: 5Qs.W B3oo PrOjBet Name: kAsphewotsd at Brewster [3 ADE Add? CSar'ivorablea #IyY, 09 1q6m gag r u hOFfar,LM _ Client Information t roped Location: Brewster, MA Regulatory Requirements/Report SdBJBr�ae7 tea^+ — — iJ flu - — — Dent: Bennett Environmental Assx1aites Pry ect #` K108420A.&WW.700 - Address. 1573 Main St _ _ Project Manager: Jnsetrh Smkb _t3rewat>:r, MA 02631 _ ALPWN 0.jorz iv— � Phone: 5Dt3- "1706, Time ' AWALIC'31S Fax: 508 4M.5109, Standard 12 Rush (ONLY 4F PM-APPROWo, 1 SAMPLE NAMX MG Email:: sFarrenkcpfigtYSUWater.oa Rfhrsu"m p tea. 13 Tmw samplee ftm bean Pwftfily ans"d by Alpha Due Date: Time: 61 NW wood Other Pmject Specific RequirementsfGor meats/De; bora Urnits: Q ta'b to -ma ALPHA Lob 10 Sanvb ID �"�WTno _ Sampk Samptara {Lab tJ9e Only) I aMa4ror I alaMMI I _ r _LTGantainar ra wao "A."M Page 20 of 20 Fri PVasw"Mm t] L* to do • +ASD' balawy 0 0 110001111111 ■ 1 ■ W r ■ ■ ■ .■ . KUMBu� .. t. _ LL L n HA A rifq Lt'"TI CA L ANALYTICAL REPORT Lab Number: L2401080 Client: Bennett Environmental Associates 1573 Main Street Brewster, MA 02631 ATTN: Samantha Farrenkopf Phone: (508) 896-1706 Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Report Date: 01/10/24 Serial No:01102414:33 The original project report/data package is held by Alpha Analytical. This report/data package is paginated and should be reproduced only in its entirety. Alpha Analytical holds no responsibility for results and/or data that are not consistent with the original. Certifications & Approvals: MA (M-MA086), NH NELAP (2064), CT (PH -0826), IL (200077), IN (C -MA -03), KY (KY98045), ME (MA00086), MD (348), NJ (MA935), NY (11148), NC (25700/666), OH (CL108), OR (MA -1316), PA (68-03671), RI (LA000065), TX (T104704476), VT (VT -0935), VA (460195), USDA (Permit #525-23-122-91930). Eight Walkup Drive, Westborough, MA 01581-1019 508-898-9220 (Fax) 508-898-9193 800-624-9220 - www.alphalab.com Page 1 of 16 Project Name: Project Number: Alpha Sample ID L2401080-01 MAPLEWOOD AT BREWSTER K10842DA.S.WW.700 Client ID EFFLUENT RESAMPLE Matrix WATER Sample Location BREWSTER, MA Serial No:01102414:33 Lab Number: L2401080 Report Date: 01/10/24 Collection Date/Time Receive Date 01/08/24 07:00 01/08/24 Page 2 of 16 Serial—No: 0 1102414:33 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2401080 Project Number: K10842DA.S.WW.700 Report Date: 01/10/24 Case Narrative The samples were received in accordance with the Chain of Custody and no significant deviations were encountered during the preparation or analysis unless otherwise noted. Sample Receipt, Container Information, and the Chain of Custody are located at the back of the report. Results contained within this report relate only to the samples submitted under this Alpha Lab Number and meet NELAP requirements for all NELAP accredited parameters unless otherwise noted in the following narrative. The data presented in this report is organized by parameter (i.e. VOC, SVOC, etc.). Sample specific Quality Control data (i.e. Surrogate Spike Recovery) is reported at the end of the target analyte list for each individual sample, followed by the Laboratory Batch Quality Control at the end of each parameter. Tentatively Identified Compounds (TICs), if requested, are reported for compounds identified to be present and are not part of the method/program Target Compound List, even if only a subset of the TCL are being reported. If a sample was re -analyzed or re -extracted due to a required quality control corrective action and if both sets of data are reported, the Laboratory ID of the re -analysis or re -extraction is designated with an "R" or "RE", respectively. When multiple Batch Quality Control elements are reported (e.g. more than one LCS), the associated samples for each element are noted in the grey shaded header line of each data table. Any Laboratory Batch, Sample Specific % recovery or RPD value that is outside the listed Acceptance Criteria is bolded in the report. In reference to questions H (CAM) or 4 (RCP) when "NO" is checked, the performance criteria for CAM and RCP methods allow for some quality control failures to occur and still be within method compliance. In these instances, the specific failure is not narrated but noted in the associated QC Outlier Summary Report, located directly after the Case Narrative. QC information is also incorporated in the Data Usability Assessment table (Format 11) of our Data Merger tool, where it can be reviewed in conjunction with the sample result, associated regulatory criteria and any associated data usability implications. Soil/sediments, solids and tissues are reported on a dry weight basis unless otherwise noted. Definitions of all data qualifiers and acronyms used in this report are provided in the Glossary located at the back of the report. HOLD POLICY - For samples submitted on hold, Alpha's policy is to hold samples (with the exception of Air canisters) free of charge for 21 calendar days from the date the project is completed. After 21 calendar days, we will dispose of all samples submitted including those put on hold unless you have contacted your Alpha Project Manager and made arrangements for Alpha to continue to hold the samples. Air canisters will be disposed after 3 business days from the date the project is completed. Please contact Project Management at 800-624-9220 with any questions. I, the undersigned, attest under the pains and penalties of perjury that, to the best of my knowledge and belief and based upon my personal inquiry of those responsible for providing the information contained in this analytical report, such information is accurate and complete. This certificate of analysis is not complete unless this page accompanies any and all pages of this report. Kelly Stenstrom Authorized Signature: Title: Technical Director/Representative Page 3 of 16 Date: 01/10/24 INORGANICS MISCELLANEOUS Page 4 of 16 Serial No:01102414:33 Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Lab ID: L2401080-01 Date Date Client ID: EFFLUENT RESAMPLE Sample Location: BREWSTER, MA Prepared Analyzed Sample Depth: Analyst 0.050 Matrix: Water 44,353.2 Parameter Result Qualifier Units General Chemistry - Westborough Lab _ Nitrogen, Nitrite ND mg/I Nitrogen, Nitrate 13. mg/I Nitrogen, Total Kjeldahl 0.569 mg/I Page 5 of 16 SAMPLE RESULTS Serial_No:01102414:33 Lab Number: L2401080 Report Date: 01/10/24 Date Collected: 01/08/24 07:00 Date Received: 01/08/24 Field Prep: Not Specified Dilution Date Date Analytical RL MDL Factor Prepared Analyzed Method Analyst 0.050 1 - 01/09/24 02:29 44,353.2 KAF 0.50 5 01/09/24 02:59 44,353.2 KAF 0.300 1 1/06/2421-19 01/09/2410:27 121,4500NH3-H KEP Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Method Blank Analysis Batch Quality Control Serial No:01102414:33 Lab Number: L2401080 Report Date: 01/10/24 Page 6 of 16 Dilution Date Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method Analyst General Chemistry - Westborough Lab for sample(s): 01 Batch: WG1872065-1 Nitrogen, Total Kjeldahl ND mg/I 0.300 01/08/24 21:19 01/09/24 10:05 121,4500NH3-H KEP General Chemistry - Westborough Lab for sample(s): 01 Batch: WG1872185-1 Nitrogen, Nitrite ND mg/I 0.050 -- 1 01/09/24 02:24 44,353.2 KAF General Chemistry - Westborough Lab for sample(s): 01 Batch: WG1872187-1 Nitrogen, Nitrate ND mg/I 0.10 -- 1 01/09/24 02:27 44,353.2 KAF Page 6 of 16 Lab Control Sample Analysis Project Name: MAPLEWOOD AT BREWSTER Batch Quality Control Project Number: K10842DA.S.WW.700 LCS LCSD Parameter %Recove-y Qual %Recovery qual General Chemistry -Westborough Lab Associated sample(s): 01 Batch: WG1872065-2 Nitrogen, Total Kjeldahl General Chemistry -Westborough Lab Associated sample(s): 01 Batch: WG1872185-2 Nitrogen, Nitrite 100 General Chemistry -Westborough Lab Associated sample(s): 01 Batch: WG1872187-2 Nitrogen, Nitrate Serial No:01102414:33 Lab Number: L2401080 Report Date: 01/10/24 %Recovery Limits RPD QuAl RPD Limits 78-122 90-110 20 90-110 Page 7 of 16 �._ A Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Matrix Spike Analysis Batch Quality Control Serial No:01102414:33 Lab Number: L2401080 Report Date: 01/10/24 Native MS MS MS MSD MSD Recovery RPD Parameter Sample Added Found %Recovery Qual Found %Recovery Qual Limits RPD Qual Limits General Chemistry - Westborough Lab Associated sample(s): 01 QC Batch ID: WG18720654 QC Sample: L2400515-02 Client ID: MS Sample Nitrogen, Total Kjeldahl ND 8 4.25 53 Q 77-111 24 General Chemistry - Westborough Lab Associated sample(s): 01 QC Batch ID: WG1872185-4 RESAMPLE Nitrogen, Nitrite ND 4 4.3 108 General Chemistry - Westborough Lab Associated sample(s): 01 QC Batch ID: WG1872187-4 RESAMPLE Nitrogen, Nitrate 13 4 17 Page 8 of 16 QC Sample: L2401080-01 Client ID: EFFLUENT 80-120 20 QC Sample: L2401080-01 Client ID: EFFLUENT 83-113 6 Serial No:01102414:33 Lab Duplicate Analysis Project Name: MAPLEWOOD AT BREWSTER Batch Quality Control Lab Number: L2401080 Project Number: K10842DA.S.WW.700 Report Date: 01/10/24 Parameter _ Native Sam le Duplicate Sample Units RPD Qual RPD Limits General Chemistry - Westborough Lab Associated sample(s): 01 QC Batch ID: WG1872065-3 QC Sample: L2400515-02 Client ID: DUP Sample Nitrogen, Total Kjeldahl ND ND mg/I NC 24 General Chemistry - Westborough Lab Associated sample(s): 01 QC Batch ID: WG1872185-3 QC Sample: L2401080-01 Client ID: EFFLUENT RESAMPLE Nitrogen, Nitrite ND ND mall NC 20 General Chemistry - Westborough Lab Associated sample(s): 01 QC Batch ID: W61872187-3 QC Sample: 1-2401080-01 Client ID: EFFLUENT RESAMPLE Nitrogen, Nitrate 13 13 mg/I 7 6 Page 9 of 16 Aha` Project Name: MAPLEWOOD AT BREWSTER Project Number: K10842DA.S.WW.700 Were project specific reporting limits specified? Cooler Information Cooler Custody Seal A Absent Container Information Container ID Container Type L2401080 -01A Plastic 120ml unpreserved L2401080 -01B Plastic 250ml H2SO4 preserved Sample Receipt and Container Information YES Initial Final Temp Cooler pH pH deg C Pres Seal A 7 7 5.8 Y Absent A <2 <2 5.8 Y Absent Frozen Date/Time Page 10 of 16 *Values in parentheses indicate holding time in days Serial No:01102414:33 Lab Number: L2401080 Report Date: 01/10/24 Analysis(*) NO2-353(2), NO3-353(2) TKN-4500(28) Serial No:01102414:33 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2401080 Project Number: K10842DA.S.WW.700 Report Date: 01/10/24 GLOSSARY Acronyms DL Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the limit of quantitation (LOQ). The DL includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) EDL Estimated Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the reporting limit (RL). The EDL includes any adjustments from dilutions, concentrations or moisture content, where applicable. The use of EDLs is specific to the analysis of PAHs using Solid -Phase Microextraction (SPME). EMPC Estimated Maximum Possible Concentration: The concentration that results from the signal present at the retention time of an analyte when the ions meet all of the identification criteria except the ion abundance ratio criteria. An EMPC is a worst-case estimate of the concentration. EPA Environmental Protection Agency. LCS Laboratory Control Sample: A sample matrix, free from the analytes of interest, spiked with verified known amounts of analytes or a material containing known and verified amounts of analytes. LCSD Laboratory Control Sample Duplicate: Refer to LCS. LFB Laboratory Fortified Blank: A sample matrix, free from the analytes of interest, spiked with verified known amounts of analytes or a material containing known and verified amounts of analytes. LOD Limit of Detection: This value represents the level to which a target analyte can reliably be detected for a specific analyte in a specific matrix by a specific method. The LOD includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) LOQ Limit of Quantitation: The value at which an instrument can accurately measure an analyte at a specific concentration. The LOQ includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) Limit of Quantitation: The value at which an instrument can accurately measure an analyte at a specific concentration. The LOQ includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) MDL Method Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the reporting limit (RL). The MDL includes any adjustments from dilutions, concentrations or moisture content, where applicable. MS Matrix Spike Sample: A sample prepared by adding a known mass of target analyte to a specified amount of matrix sample for which an independent estimate of target analyte concentration is available. For Method 332.0, the spike recovery is calculated using the native concentration, including estimated values. MSD Matrix Spike Sample Duplicate: Refer to MS. NA Not Applicable. NC Not Calculated: Term is utilized when one or more of the results utilized in the calculation are non -detect at the parameter's reporting unit. NDPA/DPA - N-Nitrosodipheny]amine/Diphenylamine. NI Not Ignitable. NP Non -Plastic: Term is utilized for the analysis of Atterberg Limits in soil. NR No Results: Term is utilized when'No Target Compounds Requested' is reported for the analysis of Volatile or Semivolatile Organic TIC only requests. RL Reporting Limit: The value at which an instrument can accurately measure an analyte at a specific concentration. The RL includes any adjustments from dilutions, concentrations or moisture content, where applicable. RPD Relative Percent Difference: The results from matrix and/or matrix spike duplicates are primarily designed to assess the precision of analytical results in a given matrix and are expressed as relative percent difference (RPD). Values which are less than five times the reporting limit for any individual parameter are evaluated by utilizing the absolute difference between the values; although the RPD value will be provided in the report. SRM Standard Reference Material: A reference sample of a known or certified value that is of the same or similar matrix as the associated field samples. STLP Semi -dynamic Tank Leaching Procedure per EPA Method 1315. TEF Toxic Equivalency Factors: The values assigned to each dioxin and furan to evaluate their toxicity relative to 2,3,7,8-TCDD. TEQ Toxic Equivalent: The measure of a sample's toxicity derived by multiplying each dioxin and furan by its corresponding TEF and then summing the resulting values. TIC Tentatively Identified Compound: A compound that has been identified to be present and is not part of the target compound list (TCL) for the method and/or program. All TICS are qualitatively identified and reported as estimated concentrations. Report Format.- Data Usability Report Page 11 of 16 Serial No:01102414:33 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2401080 Project Number: K10842DA.S.WW.700 Report Date: 01/10/24 Footnotes 1 The reference for this analyte should be considered modified since this analyte is absent from the target analyte list of the original method. Terms Analytical Method: Both the document from which the method originates and the analytical reference method. (Example: EPA 8260B is shown as 1,8260B.) The codes for the reference method documents are provided in the References section of the Addendum. Chlordane: The target compound Chlordane (CAS No. 57-74-9) is reported for GC ECD analyses. Per EPA,this compound "refers to a mixture of chlordane isomers, other chlorinated hydrocarbons and numerous other components." (Reference: USEPA Toxicological Review of Chlordane, In Support of Summary Information on the Integrated Risk Information System (IRIS), December 1997.) Difference: With respect to Total Oxidizable Precursor (TOP) Assay analysis, the difference is defined as the Post -Treatment value minus the Pre -Treatment value. Final pH: As it pertains to Sample Receipt & Container Information section of the report, Final pH reflects pH of container determined after adjustment at the laboratory, if applicable. If no adjustment required, value reflects Initial pH. Frozen Date/Time: With respect to Volatile Organics in soil, Frozen Date/Time reflects the date/time at which associated Reagent Water - preserved vials were initially frozen. Note: If frozen date/time is beyond 48 hours from sample collection, value will be reflected in'bold'. Gasoline Range Organics (GRO): Gasoline Range Organics (GRO) results include all chromatographic peaks eluting from Methyl tert butyl ether through Naphthalene, with the exception of GRO analysis in support of State of Ohio programs, which includes all chromatographic peaks eluting from Hexane through Dodecane. Initial pH: As it pertains to Sample Receipt & Container Information section ofthe report, Initial pH reflects pH of container determined upon receipt, if applicable. PAH Total: With respect to Alkylated PAH analyses, the 'PAHs, Total' result is defined as the summation of results for all or a subset of the following compounds: Naphthalene, CI -C4 Naphthalenes, 2 -Methylnaphthalene, 1 -Methylnaphthalene, Biphenyl, Acenaphthylene, Acenaphthene, Fluorene, CI -C3 Fluorenes, Phenanthrene, C1-C4 Phenanthrenes/Anthracenes, Anthracene, Fluoranthene, Pyrene, C1-C4 Fluoranthenes/Pyrenes, Benz(a)anthracene, Chrysene, C 1-C4 Chrysenes, Benzo(b)fluoranthene, Benzo(i)+(k)fluoranthene, Benzo(e)pyrene, Benzo(a)pyrene, Perylene, Indeno(1,2,3-cd)pyrene, Dibenz(ah)+(ac)anthracene, Benzo(g,h,i)perylene. If a'Total' result is requested, the results of its individual components will also be reported. PFAS Total: With respect to PFAS analyses, the'PFAS, Total (5)' result is defined as the summation of results for: PFHpA, PFHxS, PFOA, PFNA and PFOS. In addition, the 'PFAS, Total (6)' result is defined as the summation of results for: PFHpA, PFHxS, PFOA, PFNA, PFDA and PFOS. For MassDEP DW compliance analysis only, the 'PFAS, Total (6)' result is defined as the summation of results at or above the RL. Note: If a'Total' result is requested, the results of its individual components will also be reported. Total: With respect to Organic analyses, a'Total' result is defined as the summation of results for individual isomers or Aroclors. If a'Total' result is requested, the results of its individual components will also be reported. This is applicable to'Total' results for methods 8260, 8081 and 8082. Data Qualifiers A Spectra identified as "Aldol Condensates" are byproducts of the extraction/concentration procedures when acetone is introduced in the process. H The analyte was detected above the reporting limit in the associated method blank. Flag only applies to associated field samples that have detectable concentrations ofthe analyte at less than ten times (10x) the concentration found in the blank. For MCP -related projects, flag only applies to associated field samples that have detectable concentrations ofthe analyte at less than ten times (10x) the concentration found in the blank. For DOD -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank AND the analyte was detected above one-half the reporting limit (or above the reporting limit for common lab contaminants) in the associated method blank. For NJ - Air -related projects, flag only applies to associated field samples that have detectable concentrations ofthe analyte above the reporting limit. For NJ -related projects (excluding Air), flag only applies to associated field samples that have detectable concentrations of the analyte, which was detected above the reporting limit in the associated method blank or above five times the reporting limit for common lab contaminants (Phthalates, Acetone, Methylene Chloride, 2-Butanone). C Co -elution: The target analyte co -elutes with a known lab standard (i.e. surrogate, internal standards, etc.) for co -extracted analyses. D Concentration of analyte was quantified from diluted analysis. Flag only applies to field samples that have detectable concentrations of the analyte. E Concentration of analyte exceeds the range ofthe calibration curve and/or linear range ofthe instrument. F The ratio of quantifier ion response to qualifier ion response falls outside ofthe laboratory criteria. Results are considered to be an estimated maximum concentration. G -The concentration may be biased high due to matrix interferences (i.e, co -elution) with non -target compound(s). The result should be considered estimated. H - The analysis of pH was performed beyond the regulatory -required holding time of 15 minutes from the time of sample collection. I The lower value for the two columns has been reported due to obvious interference. J Estimated value. This represents an estimated concentration for Tentatively Identified Compounds (TICS). M Reporting Limit (RL) exceeds the MCP CAM Reporting Limit for this analyte. Report Format., Data Usability Report Page 12 of 16 Project Name: Project Number: Data Qualifiers MAPLEWOOD AT BREWSTER K10842DA.S. WW.700 Serial No:01102414:33 Lab Number: L2401080 Report Date: 01/10/24 ND Not detected at the reporting limit (RL) for the sample. NJ Presumptive evidence of compound. This represents an estimated concentration for Tentatively Identified Compounds (TICs), where the identification is based on a mass spectral library search. P The RPD between the results for the two columns exceeds the method -specified criteria. Q The quality control sample exceeds the associated acceptance criteria. For DOD -related projects, LCS and/or Continuing Calibration Standard exceedences are also qualified on all associated sample results. Note: This flag is not applicable for matrix spike recoveries when the sample concentration is greater than 4x the spike added or for batch duplicate RPD when the sample concentrations are less than 5x the RL. (Metals only.) R Analytical results are from sample re -analysis. RE - Analytical results are from sample re -extraction. S Analytical results are from modified screening analysis. V The surrogate associated with this target analyte has a recovery outside the QC acceptance limits. (Applicable to MassDEP DW Compliance samples only.) Z The batch matrix spike and/or duplicate associated with this target analyte has a recovery/RPD outside the QC acceptance limits. (Applicable to MassDEP DW Compliance samples only.) Report Format. Data Usability Report Page 13 of 16 Serial No:01102414:33 Project Name: MAPLEWOOD AT BREWSTER Lab Number: L2401080 Project Number: K10842DA.S.WW.700 Report Date: 01/10/24 REFERENCES 44 Methods for the Determination of Inorganic Substances in Environmental Samples, EPA/600/R-93/100, August 1993. 121 Standard Methods for the Examination of Water and Wastewater. APHA-AWWA-WEF. Standard Methods Online. LIMITATION OF LIABILITIES Alpha Analytical performs services with reasonable care and diligence normal to the analytical testing laboratory industry. In the event of an error, the sole and exclusive responsibility of Alpha Analytical shall be to re -perform the work at it's own expense. In no event shall Alpha Analytical be held liable for any incidental, consequential or special damages, including but not limited to, damages in any way connected with the use of, interpretation of, information or analysis provided by Alpha Analytical. We strongly urge our clients to comply with EPA protocol regarding sample volume, preservation, cooling, containers, sampling procedures, holding time and splitting of samples in the field. Page 14 of 16 Alpha Analytical, Inc. Facility: Company-wide Department: Quality Assurance Title: Certificate/Approval Program Summa:M _ Certification Information The following analytes are not included in our Primary NELAP Scope of Accreditation: Serial_No:01102414:33 ID No.:17873 Revision 20 Published Date: 6/16/2023 4:52:28 PM Pa.:e 1 of 1 Westborough Facility EPA 624.1: m/p-xylene, o -xylene, Naphthalene EPA 625.1: alpha -Terpineol EPA 8260D: NPW: 1,2,4,5-Tetramethylbenzene; 4-Ethyltoluene, Azobenzene; SCM: lodomethane (methyl iodide), 1,2,4,5-Tetramethylbenzene; 4- Ethyltoluene. EPA 8270E: NPW: Dimethylnaphthalene,1,4-Diphenylhydrazine, alpha -Terpineol; SCM: Dimethylnaphthalene,1,4-Diphenylhydrazine. SM4500: NPW: Amenable Cyanide; SCM: Total Phosphorus, TKN, NO2, NO3. Mansfield Facility SM 254OD: TSS. EPA TO -15: Halothane, 2,4,4-Trimethyl-2-pentene, 2,4,4-Trimethyl-1-pentene, Thiophene, 2-Methylthiophene, 3-Methylthiophene, 2-Ethylthiophene, 1,2,3 -Tri methyl benzene, Indan, Indene, 1,2,4,5-Tetramethylbenzene, Benzothiophene, 1 -Methylnaphthalene. Biological Tissue Matrix: EPA 3050B The following analytes are included in our Massachusetts DEP Scope of Accreditation Westborough Facility: Drinking Water EPA 300.0: Chloride, Nitrate -N, Fluoride, Sulfate; EPA 353.2: Nitrate -N, Nitrite -N; SM4500NO3-F: Nitrate -N, Nitrite -N; SM4500F-C, SM4500CN-CE, EPA 180.1, SM2130B, SM4500CI-D, SM2320B, SM2540C, SM4500H-B, SM450ONO2-B EPA 524.2: THMs and VOCs; EPA 504.1: EDB, DBCP. Microbiology: SM9215B; SM9223-P/A, SM9223B-Colilert-QT,SM9222D. Non -Potable Water SM4500H,B, EPA 120.1, SM2510B, SM2540C, SM2320B, SM4500CL-E, SM4500F-BC, SM4500NH3-BH: Ammonia -N and Kjeldahl -N, EPA 350.1: Ammonia -N, LACHAT 10-107-06-1-B: Ammonia -N, EPA 351.1, SM4500NO3-F, EPA 353.2: Nitrate -N, SM4500P-E, SM4500P-B, E, SM4500SO4-E, SM522013, EPA 410.4, SM5210B, SM5310C, SM4500CL-D, EPA 1664, EPA 420.1, SM4500-CN-CE, SM2540D, EPA 300: Chloride, Sulfate, Nitrate. EPA 624.1: Volatile Halocarbons & Aromatics, EPA 608.3: Chlordane, Toxaphene, Aldrin, alpha -BHC, beta -BHC, gamma -BHC, delta -BHC, Dieldrin, DDD, DDE, DDT, Endosulfan I, Endosulfan ll, Endosulfan sulfate, Endrin, Endrin Aldehyde, Heptachlor, Heptachlor Epoxide, PCBs EPA 625.1: SVOC (Acid/Base/Neutral Extractables). Microbiology: SM9223B-Colilert-QT; Enterolert-QT, SM9221E, EPA 1600, EPA 1603, SM922213. Mansfield Facility: Drinking Water EPA 200.7: Al, Ba, Cd, Cr, Cu, Fe, Mn, Ni, Na, Ag, Ca, Zn. EPA 200.8: Al, Sb, As, Ba, Be, Cd, Cr, Cu, Pb, Mn, Ni, Se, Ag, TL, Zn. EPA 245.1 Hg. EPA 522, EPA 537.1. Non -Potable Water EPA 200.7: Al, Sb, As, Be, Cd, Ca, Cr, Co, Cu, Fe, Pb, Mg, Mn, Mo, Ni, K, Se, Ag, Na, Sr, TL, Ti, V, Zn. EPA 200.8: At, Sb, As, Be, Cd, Cr, Cu, Fe, Pb, Mn, Ni, K, Se, Ag, Na, TL, Zn. EPA 245.1 Hg. SM2340B For a complete listing of analytes and methods, please contact your Alpha Project Manager. Document Type: Form Page 15 of 16 Pre-Qualtrax Document ID: 08-113 CHAIN OF CUSTODY PACE 1 OF 1 Project Information f+1�. rrr.wv TEt; 5aroa9M. M ANnsn 0- rAd! Project dame: Maplewood at Brewster Tex: soe:eaeazaa �� soeaax:atcn rAY iClient JnformationPnC ect Lacsfian: BrawsW, MA, Client Bennett EnuironmeMalL4sociates _ Prcjer-t #- KI0842DA.X,V4VV,7a0 L Address: 1573 Main St _ Pra jecl MH -ager. -JoSe n Smith _Brewster. MA 2§31 _ _ ALPI.0Q99M Y Phone. 508-896-1706 Turn -Around Time Fax: 50&896-5109 Standard Rush (omLy w h4bo0a4m Emit: sfarrenkoMMRSUWater,com The$% samWas MM tOw Pfff-bu•ly sm"M by A00ha DUe! 00te_ Time: Other Prca ect Specific aequireme Fwcomrnents/Deteetton Limits: Report Informatlo ■ ■ •� Regulatory Requi ALPHA Lab ID Sample ID cotleebion Sample I Samwit (Lot) Use Ooly) I tyete I Time ustrlx Inirals If z ti ri Effluent Resa pla WW nonwwo oiaaaH.t. n.. z.,ro• w — Page 16 of 16 _ Container T P P PreSer+raihre U O Retlnrtuished By, /_ i)alaFTia�i 19 CE Serial No:01102414:33 AI t I ALPHA Jobt, L ti uk.,Y, Data Deliverables Billing Informatir } UiiStL0 SemaesUa Info PD :K1064.20s4.X Addl D*Mrables SAMPLE HANDLING Man" Q lone IN 'Nut Nanded 13 Lab to da pnow2mmuon 0 Labta-du M— my broom 0 pro b. 4' awcohVIONKY: Snmplaccen bgw ON &W DMalTllrre lixns�raimdlintydwxw1wt 91ad unp)sny rnbipuim sn t y ia; 3 omohvd. ANWrobe f tubwww Ore nblacl to I.A}•'��_. *F%ymen4Tarim - - RewivedEly: +M L 4' 4. F13, YI OV Massachusetts Department of Environmental Protection DEP Transaction Copy Here is the file you requested for your records. To retain a copy of this file you must save and/or print. Username: SFARRENKOPF Transaction ID: 1649110 Document: Groundwater Discharge Monitoring Report Forms Size of File: 1081.41 K Status of Transaction: In Process Date and Time Created: 12/12/2023:1:31:21 PM Note: This file only includes forms that were part of your transaction as of the date and time indicated above. If you need a more current copy of your transaction, return to eDEP and select to "Download a Copy" from the Current Submittals page. Important:When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. VQ Massachusetts Department of Environmental Protection 746 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax identification Number DAILY LOG SHEET 2023 NOV DAILY 3. Sampling Month & Frequency A. Facility Information 1. Facility name, address: PLEASANT BAY HEALTH CTR a. Name 1383 SOUTH ORLEANS ROAD b. Street Address BREWSTER MA C. City d. State 2. Contact information: JOSEPH SMITH a. Name of Facility Contact Person 7742125005 b. Telephone Number 3. Sampling information: 11/1/2023 a. Date Sampled (mm/dd") BEA/NSU WWTO PERSONNEL c. Analysis Performed By (Name) B. Form Selection 102631 e. Zip Code smith@nsuwater.com c. e-mail address NOT APPLICABLE b. Laboratory Name 1. Please select Form Type and Sampling Month & Frequency Daily Log Sheet - 2023 Nov Daily F All forms for submittal have been completed. 2. E This is the last selection. 3. r Delete the selected form. qr gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 l�i Massachusetts Department of Environmental Protection 746 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax idenodcation Number DAILY LOG SHEET 2023 NOV DAILY 3. Sampling Month & Frequency C. Daily Readings/Analysis Information Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Effluent Reuse Irrigation Turbidity Influent pH Flow GPD Flow GPD Flow GPD 11144 12391 M 12206 12206 12206 13002 9449 10562 10422 12265 1226 12265 12879 7385 11743 6681 9859 9859 9859 6930 13585 9734 9734 9734 19734 9734 14001 16752 77 8890_ _ 6619 Effluent pH 6.9 6.7 6.6 6.5 6.5 6.5 6.7 6.7 Chlorine Residual (mg/1) uv Intensity N 88.6 1 95 85.7 33 33.3 28.6 29 72.9 28.1 L18.7 17.2 t 73.6 73.6 12.8 12.4 gdpols.doc • rev 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection 746 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax identscation Number DISCHARGE MONITORING REPORT 2023 NOV MONTHLY 3. Sampling Month & Frequency A. Facility Information Important:When filling out forms on 1. Facility name, address: the computer, use IPLEASANT BAY HEALTH CTR only the tab key to a. Name move your cursor - 383 SOUTH ORLEANS ROAD do not use the return key. b. Street Address BREWSTER IMA 02631 C. City d. State e. Zip Code 2. Contact information: Baa JOSEPH SMITH a. Name of Facility Contact Person .7742125005 ,Ismith@nsuwater.com b. Telephone Number c. e-mail address 3. Sampling information: 11/2/2023 JALPHA ANALYTICAL a. Date Sampled (mmldd/yyyy) b. Laboratory Name ALPHA ANALYTICAL PERSONNEL c. Analysis Performed By (Name) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency Discharge Monitoring Report - 2023 Nov Monthly F_ All forms for submittal have been completed. 2. This is the last selection. 3. r Delete the selected form. gdpols 2015-09-15.doc - rev. 09/15/15 Groundwater Permit Daily Log Sheet - Page 1 of 1 infeffrp-blank.doc • rev 09/15/15 Groundwater Permit Discharge Monitoring Report • Page 1 of 1 Massachusetts Department of Environmental Protection 746 I Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number i.2. i Groundwater Permit Tax identification Number DISCHARGE MONITORING REPORT 2023 NOV MONTHLY 3. Sampling Month &Frequency D. Contaminant Analysis Information • For "0", below detection limit, less than (<) value, or not detected, enter "ND" • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled 1. Parameter/Contaminant 2. Influent 3. Effluent 4. Effluent Method Units Detection limit BOD 130 ND 2.0 MG/L TSS 83 ND 5.0 MG/L TOTAL SOLIDS 300 1 240 13 MG/L AMMONIA -N 16.2 MG/L NITRATE -N 0.90 0.10 MG/L TOTAL NITROGEN(NO3+NO2+TKN) 1.62 0.450 MG/L OIL & GREASE IND I 3.6 MG/L FECAL COLIFORM [ND _ 2.0 _ /100 ML CHLORIDE 48 �1.0 MG/L infeffrp-blank.doc • rev 09/15/15 Groundwater Permit Discharge Monitoring Report • Page 1 of 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program Groundwater Permit MONITORING WELL DATA REPORT ILI� 11' 746 1. Permit Number 2- Tax identification Number 2023 NOV MONTHLY 3. Sampling Month & Frequency A. Facility Information Important:When filling out forms on 1. Facility name, address: the computer, usePLE� BAY HEALTH CTR only the tab key to a. Name move your cursor - 383 SOUTH ORLEANS ROAD do not use the return key. b. Street Address BREWSTER IMAVQ 02631 C. City d. State e. Zip Code 2. Contact information: JOSEPH SMITH a. Name of Facility Contact Person 17742125005 lsmith@nsuwater.com b. Telephone Number c. e-mail address 3. Sampling information: 111/29/2023 a. Date Sampled (mm/dd/yyyy) BEA/NSU WWTO PERSONNEL c. Analysis Performed By (Name) B. Form Selection INOT APPLICABLE b. Laboratory Name 1. Please select Form Type and Sampling Month & Frequency Monitoring Well Data Report - 2023 Nov Monthly F All forms for submittal have been completed. 2. F7 This is the last selection. 3. r Delete the selected form. gdpols 2015-09-15.doc • rev 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection 746 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number 5 Groundwater Permit 2. Tax identification Number MONITORING WELL DATA REPORT 2023 NOV MONTHLY 3. Sampling Month & Frequency C. Contaminant Analysis Information • For "0", below detection limit, less than (<) value, or not detected, enter "ND" < • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled • DRY = Not enough water in well to sample. Parameter/Contaminant DG -1 DG -2 DG -4 UG -1 Units Well #: 1 Well #: 2 Well #: 3 Well #: 4 Well #: 5 Well #: 6 PH 5.47 1 6.15 - - 6.63 N 6.45 S.U. STATIC WATER LEVEL 10.76 10.82 10.74 FEEr SPECIFIC CONDUCTANCE 281 342 355 169 UMHOS/C mwdgwp-blank.doc • rev 09/15/15 Monitoring Well Data for Groundwater Permit • Page 1 of 1 Important:When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Massachusetts Department of Environmental Protection 746 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit Facility Information PLEASANT BAY HEALTH CTR a. Name 383 SOUTH ORLEANS ROAD b. Street Address BREWSTER C. City 2. lax identification Number MA 02631 d. State e. Zip Code Certification "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel property gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate and complete. I am aware that ther are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." SAMANTHA FARRENKOPF 12/12/2023 Any person signing a. Signature b. Date (mm/dd/yyyy) a document under 314 CMR 5.14(1) or 31shall Reporting Package Comments make the following BENNETT ENVIRONMENTAL ASSOCIATES, LLC. (BEA) HAS COMPLETED THE NOVEMBER 2023 MONTHLY INFLUENT AND EFFLUENT SAMPLING OF THE AMPHIDROME WASTEWATER certification TREATMENT SYSTEM. MONTHLY WASTEWATER SAMPLING WAS COMPLETED ON 11/2/23. If you are filing LABORATORY RESULTS REPORTED ALL PARAMETERS WITHIN DISCHARGE PERMIT LIMITATIONS. EFFLUENT PH WAS REPORTED WITHIN THE 6.5-8.5 RANGE THROUGHOUT THE electronic -ally and MONTH. FLOW VOLUME MEASUREMENTS WERE ASSESSED DURING THE MONTH FROM want to attach THE SYSTEM'S EFFLUENT FLOW METER. DAILY FLOW REMAINED WITHIN THE 26,500 -GPD additional LIMITATION THROUGHOUT THE MONTH. THE MINIMUM, MAXIMUM AND AVERAGE GPD comments, select FLOWS REPORTED OVER THE COURSE OF THE MONTH WERE 6,619 GPD, 14,001 GPD AND the check box. 10,470 GPD, RESPECTIVELY. DURING THE COURSE OF THE MONTH, THE UV METER PERIODICALLY DIDN'T DISPLAY THE UV PERCENTAGE READING DUE TO A REOCCURRING NUISANCE ALARM. AS SUCH, UV INTENSITY IS REPORTED IN W/M2 UNITS FOR THE FOLLOWING DAYS: NOVEMBER 6TH — 13TH, NOVEMBER 16, NOVEMBER 20TH — 22ND, NOVEMBER 29TH, AND NOVEMBER 30TH, 2023. BEA IS WORKING WITH THE UV SYSTEM MANUFACTURER TO DIAGNOSE AND RESOLVE THE NUISANCE ALARM. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit • Page 1 of 1 �VrJA - N A L I C A L ANALYTICAL REPORT Lab Number: L2365178 Client: Bennett Environmental Associates 1573 Main Street Brewster, MA 02631 ATTN: Joseph Smith Phone: (508) 896-1706 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Report Date: 11/13/23 Serial—No: 11132310:56 The original project report/data package is held by Alpha Analytical. This report/data package is paginated and should be reproduced only in its entirety. Alpha Analytical holds no responsibility for results and/or data that are not consistent with the original. Certifications & Approvals: MA (M-MA086), NH NELAP (2064), CT (PH -0826), IL (200077), IN (C -MA -03), KY (KY98045), ME (MA00086), MD (348), NJ (MA935), NY (11148), NC (25700/666), OH (CL108), OR (MA -1316), PA (68-03671), RI (LA000065), TX (T104704476), VT (VT -0935), VA (460195), USDA (Permit #525-23-122-91930). Eight Walkup Drive, Westborough, MA 01581-1019 508-898-9220 (Fax) 508-898-9193 800-624-9220 - www.alphalab.com Page 1 of 21 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Serial—No: 11132310:56 Lab Number: L2365178 Report Date: 11/13/23 Alpha Sample Collection Sample ID Client ID Matrix Location Date/Time Receive Date L2365178-01 INFLUENT WATER BREWSTER, MA 11/02/23 13:45 11/02/23 L2365178-02 EFFLUENT WATER BREWSTER, MA 11/02/23 13:45 11/02/23 L2365178-03 EFFLUENT WATER BREWSTER, MA 11/02/23 13:45 11/02/23 Page 2 of 21 Il��SYa're� Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Case Narrative Serial—No: 11132310:56 Lab Number: L2365178 Report Date: 11/13/23 The samples were received in accordance with the Chain of Custody and no significant deviations were encountered during the preparation or analysis unless otherwise noted. Sample Receipt, Container Information, and the Chain of Custody are located at the back of the report. Results contained within this report relate only to the samples submitted under this Alpha Lab Number and meet NELAP requirements for all NELAP accredited parameters unless otherwise noted in the following narrative. The data presented in this report is organized by parameter (i.e. VOC, SVOC, etc.). Sample specific Quality Control data (i.e. Surrogate Spike Recovery) is reported at the end of the target analyte list for each individual sample, followed by the Laboratory Batch Quality Control at the end of each parameter. Tentatively Identified Compounds (TICS), if requested, are reported for compounds identified to be present and are not part of the method/program Target Compound List, even if only a subset of the TCL are being reported. If a sample was re -analyzed or re -extracted due to a required quality control corrective action and if both sets of data are reported, the Laboratory ID of the re -analysis or re -extraction is designated with an "R" or "RE", respectively. When multiple Batch Quality Control elements are reported (e.g. more than one LCS), the associated samples for each element are noted in the grey shaded header line of each data table. Any Laboratory Batch, Sample Specific % recovery or RPD value that is outside the listed Acceptance Criteria is bolded in the report. In reference to questions H (CAM) or 4 (RCP) when "NO" is checked, the performance criteria for CAM and RCP methods allow for some quality control failures to occur and still be within method compliance. In these instances, the specific failure is not narrated but noted in the associated QC Outlier Summary Report, located directly after the Case Narrative. QC information is also incorporated in the Data Usability Assessment table (Format 11) of our Data Merger tool, where it can be reviewed in conjunction with the sample result, associated regulatory criteria and any associated data usability implications. Soil/sediments, solids and tissues are reported on a dry weight basis unless otherwise noted. Definitions of all data qualifiers and acronyms used in this report are provided in the Glossary located at the back of the report. HOLD POLICY - For samples submitted on hold, Alpha's policy is to hold samples (with the exception of Air canisters) free of charge for 21 calendar days from the date the project is completed. After 21 calendar days, we will dispose of all samples submitted including those put on hold unless you have contacted your Alpha Project Manager and made arrangements for Alpha to continue to hold the samples. Air canisters will be disposed after 3 business days from the date the project is completed. Please contact Project Management at 800-624-9220 with any questions. Page 3 of 21 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Case Narrative (continued) Serial No:11132310:56 Lab Number: L2365178 Report Date: 11/13/23 Coliform, Fecal (MF) L2365178-03: The sample has an elevated detection limit due to the dilution required by the method. OIL & GREASE, HEM -GRAY The WG1851194-4 MS recovery, performed on L2365178-02, is outside the acceptance criteria for oil & grease, hem-grav (70%); however, the associated LCS recovery is within criteria. No further action was taken. BOD, 5 day The WG1848170-4 MS recovery, performed on L2365178-02, is outside the acceptance criteria for bod, 5 day (392%); however, the associated LCS recovery is within criteria. No further action was taken. I, the undersigned, attest under the pains and penalties of perjury that, to the best of my knowledge and belief and based upon my personal inquiry of those responsible for providing the information contained in this analytical report, such information is accurate and complete. This certificate of analysis is not complete unless this page accompanies W&OU any and all pages of this report. Authorized Signature: *'�t Caidin Walukevich Title: Technical Director/Representative Page 4 of 21 Date: 11/13/23 INORGANICS rl miISCELLANEOUS Page 5 of 21 Serial No:11132310:56 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.70O Lab ID: L2365178-01 Dilution Client ID: INFLUENT Analytical Sample Location: BREWSTER, MA MDL Sample Depth: Prepared Analyzed Matrix: Water 13 Parameter Result Qualifier Units General Chemistry - Westborough Lab 121,25406 Solids, Total 300 mg/l Solids, Total Suspended 83. mg/I Nitrogen, Ammonia 16.2 mg/l BOD, 5 day 130 mg/I Page 6 of 21 SAMPLE RESULTS Serial—No: 11132310:56 Lab Number: L2365178 Report Date: 11/13/23 Date Collected: 11/02/23 13:45 Date Received: 11/02/23 Field Prep: Not Specified Dilution Date Date Analytical RL MDL Factor Prepared Analyzed Method Analyst 13 NA 1.3 11/06/23 05:15 121,25406 DEW 20 NA 4 - 11/03/2319:16 121,2540D REM 0.375 - 5 11/06/23 22:26 11/10/23 11:54 121,4500NI.13-131-1 KEP 30 NA 15 11/03/2310:00 11/08/2312:40 121,52106 OCF Project Name: PLEASANT BAY ProjectNumber- K47810DA.S.WW.700 Lab ID: L2365178-02 Client ID: EFFLUENT Sample Location: BREWSTER, MA Sample Depth: DEW Matrix: Water Parameter Result Qualifier Units General Chemistry Westborough Lab SAMPLE RESULTS RL Serial—No: 11132310:56 Lab Number: L2365178 Report Date: 11/13/23 Date Collected: 11/02/23 13:45 Date Received: 11/02/23 Field Prep: Not Specified Dilution Date Date Analytical MDL Factor Prepared Analyzed Method Analyst Solids, Total 240 mg/I 13 NA 1.3 11/06/23 05:15 121,25408 DEW Solids, Total Suspended ND mg/l 5.0 NA 1 11/03/23 19:16 121,2540D REM Chloride 48. mg/I 1.0 1 11/10/2314:36 121,4500CL-E JER Nitrogen, Nitrite ND mg/I 0.050 - 1 11/03/23 03:58 44,353.2 KAF Nitrogen, Nitrate 0.90 mg/I 0.10 -- 1 11/03/23 03:58 44,353.2 KAF Nitrogen, Total Kjeldahl 0.715 mg/I 0.300 1 11/04/23 15:28 11/10/23 20:26 121,4500NH3-H AT BOD, 5 day ND mg/I 2.0 NA 1 11/03/23 22:19 11/08/23 20:09 121,521013 JRG Oil & Grease, Hem-Grav ND mg/I 3.6 .9 11/11/23 14:30 11/11/23 17:22 140,16646 QJM Page 7 of 21 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 SAMPLE RESULTS Lab ID: L2365178-03 Client ID: EFFLUENT Sample Location: BREWSTER, MA Sample Depth: Matrix: Water Parameter Result Qualifier Units RL Microbiological Analysis - Westborough Lab Coliform, Fecal (MF) ND C0000m1 2.0 Page 8 of 21 Serial—No: 11132310:56 Lab Number: L2365178 Report Date: 11/13/23 Date Collected: 11/02/23 13:45 Date Received: 11/02/23 Field Prep: Not Specified Dilution Date MDL Factor Prepared NA 2 Date Analytical Analyzed Method Analyst 11/02/2319:07 121,9222D JAI Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Method Blank Analysis Batch Quality Control Serial No:11132310:56 Lab Number: L2365178 Report Date: 11/13/23 General Chemistry -Westborough Lab for sample(s): 01 Batch: WG1848844-1 Nitrogen, Ammonia ND mg/I 0.075 1 11/06/23 22:26 11/10/23 11:26 121,4500NH3-BH KEP General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1850842-1 Chloride ND mg/I 1.0 1 - 11/10/2313:37 121,4500CL-E JER General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1851194-1 Oil&Grease, Hem-Grav ND mg/I 4.0 1 11/11/2314:30 11/11/2316:33 140,1664B QJM Page 9 of 21 Dilution Date Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method Analyst Microbiological Analysis Westborough Lab for sample(s): 03 Batch: WG1847700-1 Coliform, Fecal (MF) ND col/100ml 1.0 NA 1 11/02/23 19:07 121,9222D JAI General Chemistry -Westborough Lab for sample(s): 02 Batch: WG1847764-1 Nitrogen, Nitrite ND mg/I 0.050 1 11/03/23 02:59 44,353.2 KAF General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1847770-1 Nitrogen, Nitrate ND mg/I 0.10 1 11/03/23 03:06 44,353.2 KAF General Chemistry - Westborough Lab for sample(s): 01 Batch: WG1847819-1 BOD, 5 day ND mall 2.0 NA 1 11/03/23 10:00 11/08/23 12:40 121.5210B OCF General Chemistry - Westborough Lab for sample(s): 01-02 Batch: WG1848168-1 Solids, Total Suspended ND mg/I 5.0 NA 1 11/03/23 19:16 121,2540D REM General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1848170-1 BOD, 5 day ND mg/l 2.0 NA 1 11/03/23 22:19 11/08/23 20:09 121,521013 JRG General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1848317-1 Nitrogen, Total Kjeldahl ND mg/I 0.300 1 11/04/23 15:28 11/10/23 20:21 121,4500NH3-H AT General Chemistry - Westborough Lab for sample(s): 01-02 Batch: WG1848591-1 Solids, Total ND mg/l 10 NA 1 - 11/06/23 05:15 121,254013 DEW General Chemistry -Westborough Lab for sample(s): 01 Batch: WG1848844-1 Nitrogen, Ammonia ND mg/I 0.075 1 11/06/23 22:26 11/10/23 11:26 121,4500NH3-BH KEP General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1850842-1 Chloride ND mg/I 1.0 1 - 11/10/2313:37 121,4500CL-E JER General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1851194-1 Oil&Grease, Hem-Grav ND mg/I 4.0 1 11/11/2314:30 11/11/2316:33 140,1664B QJM Page 9 of 21 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Serial—No: 11132310:56 Lab Control Sample Analysis Batch Quality Control Lab Number: L2365178 Report Date: 11/13/23 LCS LCSD %Recovery Parameter %Recovery Qual %Recovery qua/ Limits RPD -Qual RPD Limits General Chemistry -Westborough Lab Associated sample(s): 02 Batch: WG1847764-2 Nitrogen, Nitrite 90-110 20 General Chemistry - Westborough Lab Associated sample(s): 02 Batch: WG 1847770-2 Nitrogen, Nitrate -A - 90-110 General Chemistry - Westborough Lab Associated sample(s): 01 Batch: WG1847819-2 BOD, 5 day 85-115 20 General Chemistry - Westborough Lab Associated sample(s): 01-02 Batch: WG1848168-2 Solids, Total Suspended 80-120 General Chemistry -Westborough Lab Associated sample(s): 02 Batch: WG1848170-2 BOD, 5 day 85-115 20 General Chemistry - Westborough Lab Associated sample(s): 02 Batch: WG1848317-2 Nitrogen, Total Kjeldahl 78-122 General Chemistry - Westborough Lab Associated sample(s): 01-02 Batch: WG 1848591-2 Solids, Total 90 80-120 Page 10 of 21 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Lab Control Sample Analysis Batch Quality Control LCS LCSD Parameter %Recovery %Recovery General Chemistry - Westborough Lab Associated sample(s): 01 Batch: WG1848844-2 Nitrogen, Ammonia General Chemistry - Westborough Lab Associated sample(s): 02 Batch: WG1850842-2 Chloride ":'I - General Chemistry - Westborough Lab Associated sample(s): 02 Batch: WG 1851194-2 Oil & Grease, Hem -Gray Page 11 of 21 %Recovery Limits Serial No:11132310:56 Lab Number: L2365178 Report Date: 11/13/23 RPD RPD Limits 80-120 20 90-110 78-114 18 Serial No:11132310:56 Matrix Spike Analysis Project Name: PLEASANT BAY Batch Quality Control Lab Number: L2365178 Project Number: K47810DA.S.WW.700 Report Date: 11/13/23 Native MS MS MS MSD MSD Recovery RPD Parameter _ Sample Added Found %Recovery Qual Found %Recovery Qual Limits RPD Qual Limits General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1847764-4 QC Sample: L2364994-01 Client ID: MS Sample Nitrogen, Nitrite 0.15 4 4.9 119 80-120 20 General Chemistry -Westborough Lab Associated sample(s): 02 QC Batch ID: WG1847770-4 QC Sample: L2364994-01 Client ID: MS Sample Nitrogen, Nitrate 5.3 4 10 118 Q 83-113 6 General Chemistry -Westborough Lab Associated sample(s): 01 QC Batch ID: WG1847819-4 QC Sample: L2365178-01 Client ID: INFLUENT BOD, 5 day 130 200 310 87 50-145 35 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1848170-4 QC Sample: L2365178-02 Client ID: EFFLUENT BOD, 5 day ND 100 390 3g2 Q 50-145 35 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1848317-4 QC Sample: L2349794-56 Client ID: MS Sample Nitrogen, Total Kjeldahl ND 8 6.78 77-111 24 General Chemistry - Westborough Lab Associated sample(s): 01 QC Batch ID: WG1848844-4 QC Sample: L2365134-01 Client ID: MS Sample Nitrogen, Ammonia ND 4 4.07 102 80-120 20 General Chemistry -Westborough Lab Associated sample(s): 02 QC Batch ID: WG1850842-4 Chloride 28 20 51 115 General Chemistry -Westborough Lab Associated sample(s): 02 QC Batch ID: WG1851194-4 Oil & Grease, Hem-Grav ND 37.7 26 70 Q Page 12 of 21 QC Sample: L2365024-01 Client ID: MS Sample 58-140 7 QC Sample: L2365178-02 Client ID: EFFLUENT 78-114 18 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Serial No:11132310:56 Lab Duplicate Analysis Batch Quality Control Lab Number. Report Date: L2365178 11/13/23 Parameter Native Sample Duplicate Sample Units RPD Qual RPD Limits General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1847764-3 QC Sample: L2364994-01 Client ID: DUP Sample Nitrogen, Nitrite 0.15 0.14 mg/I 20 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1847770-3 QC Sample: L2364994-01 Client ID: DUP Sample Nitrogen, Nitrate 5.3 5.4 mg/I 6 General Chemistry - Westborough Lab Associated sample(s): 01 QC Batch ID: WG 1847819-3 QC Sample: L2365178-01 Client ID: INFLUENT BOD, 5 day 130 140 mg/I 35 General Chemistry - Westborough Lab Associated sample(s): 01-02 QC Batch ID: WG1848168-3 QC Sample: L2365096-01 Client ID: DUP Sample Solids, Total Suspended 56 57 mg/I 32 General Chemistry - Westborough Lab Associated sample(s): 01-02 QC Batch ID: WG1848168-4 QC Sample: L2365157-02 Client ID: DUP Sample Solids, Total Suspended 310 320 mg/I 32 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1848170-3 QC Sample: L2365178-02 Client ID: EFFLUENT BOD, 5 day ND ND mg/I 35 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1848317-3 QC Sample: L2349794-56 Client ID: DUP Sample Nitrogen, Total Kjeldahl ND ND 24 General Chemistry - Westborough Lab Associated sample(s): 01-02 QC Batch ID: WG1848591-3 QC Sample: L2364610-01 Client ID: DUP Sample Solids, Total 510 520 mg/l 16 General Chemistry - Westborough Lab Associated sample(s): 01 QC Batch ID: WG1848844-3 QC Sample: L2365134-01 Client ID: DUP Sample Nitrogen, Ammonia ND 0.097 mg/I NC 20 Page 13 of 21 ���, Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Lab Duplicate Analysis Batch Quality Control Serial No:11132310-.56 Lab Number: L2365178 Report Date: 11/13/23 Parameter Native Sample Duplicate Sample Units RPD RPD Limits General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1850842-3 QC Sample: L2365024-01 Client ID: DUP Sample Chloride 28 31 mg/l 17 Q 7 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1851194-3 QC Sample: L2365081-02 Client ID: DUP Sample Oil & Grease, Hem-Grav ND ND mg/l 18 Page 14 of 21� Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Were project specific reporting limits specified? Cooler Information Cooler Custody Seal A Absent Sample Receipt and Container Information YES Container Information initial Final Temp Container ID Container Type Cooler pH pH deg C Pres Seal L2365178 -01A Plastic 500ml H2SO4 preserved A <2 <2 3.4 Y Absent L2365178-01 B Plastic 950ml unpreserved A 7 7 3.4 Y Absent L2365178 -01C Plastic 950ml unpreserved A 7 7 3.4 Y Absent L2365178 -02A Plastic 250ml H2SO4 preserved A <2 <2 3.4 Y Absent L2365178 -02B Plastic 950ml unpreserved A 7 7 3.4 Y Absent L2365178 -02C Plastic 950ml unpreserved A 7 7 3.4 Y Absent L2365178 -02D Amber 1000ml HCI preserved A NA 3.4 Y Absent L2365178 -02E Amber 1 000m HCl preserved A NA 3.4 Y Absent L2365178 -03A Bacteria Cup Na2S203 preserved A NA 3.4 Y Absent L2365178 -03B Bacteria Cup Na2S203 preserved A NA 3.4 Y Absent Frozen DateMme Page 15 of 21 *Values in parentheses indicate holding time in days Serial—No: 11132310:56 Lab Number: L2365178 ReportDate: 11/13/23 Analysis(*) NH3-4500(28) TSC -2540(7), BOD -5210(2) TSS -2540(7) TKN-4500(28) TSC-2540(7),CL-4500(28), NO2-353(2), NO3- 353(2), BOD -5210(2) TSS -2540(7) OG -1664(28) OG -1664(28) F-COLI-MF(.33) F-COLI-MF(.33) Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Serial No:11132310:56 Lab Number: L2365178 Report Date: 11/13/23 GLOSSARY Acronyms DL Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the limit of quantitation (LOQ). The DL includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) EDL Estimated Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the reporting limit (RL). The EDL includes any adjustments from dilutions, concentrations or moisture content, where applicable. The use of EDLs is specific to the analysis of PAHs using Solid -Phase Microextraction (SPME). EMPC Estimated Maximum Possible Concentration: The concentration that results from the signal present at the retention time of an analyte when the ions meet all of the identification criteria except the ion abundance ratio criteria. An EMPC is a worst-case estimate of the concentration. EPA Environmental Protection Agency. LCS Laboratory Control Sample: A sample matrix, free from the analytes of interest, spiked with verified known amounts of analytes or a material containing known and verified amounts of analytes. LCSD Laboratory Control Sample Duplicate: Refer to LCS. LFB Laboratory Fortified Blank: A sample matrix, free from the analytes of interest, spiked with verified known amounts of analytes or a material containing known and verified amounts of analytes. LOD Limit of Detection: This value represents the level to which a target analyte can reliably be detected for a specific analyte in a specific matrix by a specific method. The LOD includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) LOQ Limit of Quantitation: The value at which an instrument can accurately measure an analyte at a specific concentration. The LOQ includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) Limit of Quantitation: The value at which an instrument can accurately measure an analyte at a specific concentration. The LOQ includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) MDL Method Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the reporting limit (RL). The MDL includes any adjustments from dilutions, concentrations or moisture content, where applicable. MS Matrix Spike Sample: A sample prepared by adding a known mass of target analyte to a specified amount of matrix sample for which an independent estimate of target analyte concentration is available. For Method 332.0, the spike recovery is calculated using the native concentration, including estimated values. MSD Matrix Spike Sample Duplicate: Refer to MS. NA Not Applicable. NC Not Calculated: Term is utilized when one or more of the results utilized in the calculation are non -detect at the parameter's reporting unit. NDPA/DPA - N-Nitrosodiphenylamine/Diphenylamine. NI Not Ignitable. NP Non -Plastic: Term is utilized for the analysis of Atterberg Limits in soil. NR No Results: Tenn is utilized when'No Target Compounds Requested' is reported for the analysis of Volatile or Semivolatile Organic TIC only requests. RL Reporting Limit: The value at which an instrument can accurately measure an analyte at a specific concentration. The RL includes any adjustments from dilutions, concentrations or moisture content, where applicable. RPD Relative Percent Difference: The results from matrix and/or matrix spike duplicates are primarily designed to assess the precision of analytical results in a given matrix and are expressed as relative percent difference (RPD). Values which are less than five times the reporting limit for any individual parameter are evaluated by utilizing the absolute difference between the values; although the RPD value will be provided in the report. SRM Standard Reference Material: A reference sample of a known or certified value that is of the same or similar matrix as the associated field samples. STLP Semi -dynamic Tank Leaching Procedure per EPA Method 1315. TEF Toxic Equivalency Factors: The values assigned to each dioxin and furan to evaluate their toxicity relative to 2,3,7,8-TCDD. TEQ Toxic Equivalent: The measure of a sample's toxicity derived by multiplying each dioxin and furan by its corresponding TEF and then summing the resulting values. TIC Tentatively Identified Compound: A compound that has been identified to be present and is not part of the target compound list (TCL) for the method and/or program. All TICs are qualitatively identified and reported as estimated concentrations. Report Format: Data Usability Report Page 16 of 21 Serial No:1113231O:56 Project Name: PLEASANT BAY Lab Number: L2365178 Project Number: K4781ODA.S.WW.700 Report Date: 11/13/23 Footnotes 1 The reference for this analyte should be considered modified since this analyte is absent from the target analyte list of the original method. Terms Analytical Method: Both the document from which the method originates and the analytical reference method. (Example: EPA 8260B is shown as 1,8260B.) The codes for the reference method documents are provided in the References section of the Addendum. Chlordane: The target compound Chlordane (CAS No. 57-74-9) is reported for GC ECD analyses. Per EPA,this compound "refers to a mixture of chlordane isomers, other chlorinated hydrocarbons and numerous other components." (Reference: USEPA Toxicological Review of Chlordane, In Support of Summary Information on the Integrated Risk Information System (IRIS), December 1997.) Difference: With respect to Total Oxidizable Precursor (TOP) Assay analysis, the difference is defined as the Post -Treatment value minus the Pre -Treatment value. Final pH: As it pertains to Sample Receipt & Container Information section of the report, Final pH reflects pH of container determined after adjustment at the laboratory, if applicable. If no adjustment required, value reflects Initial pH. Frozen Date/Time: With respect to Volatile Organics in soil, Frozen Date/Time reflects the date/time at which associated Reagent Water - preserved vials were initially frozen. Note: If frozen date/time is beyond 48 hours from sample collection, value will be reflected in'bold'. Gasoline Range Organics (GRO): Gasoline Range Organics (GRO) results include all chromatographic peaks eluting from Methyl tert butyl ether through Naphthalene, with the exception of GRO analysis in support of State of Ohio programs, which includes all chromatographic peaks eluting from Hexane through Dodecane. Initial pH: As it pertains to Sample Receipt & Container Information section of the report, Initial pH reflects pH of container determined upon receipt, if applicable. PAH Total: With respect to Alkylated PAH analyses, the'PAHs, Total' result is defined as the summation of results for all or a subset ofthe following compounds: Naphthalene, C1-C4 Naphthalenes, 2 -Methylnaphthalene, 1 -Methylnaphthalene, Biphenyl, Acenaphthylene, Acenaphthene, Fluorene, C1-C3 Fluorenes, Phenanthrene, C1-C4 Phenanthrenes/Anthracenes, Anthracene, Fluoranthene, Pyrene, C1-C4 Fluoranthenes/Pyrenes, Benz(a)anthracene, Chrysene, C1-C4 Chrysenes, Benzo(b)fluoranthene, Benzoo)+(k)fluoranthene, Benzo(e)pyrene, Benzo(a)pyrene, Perylene, Indeno(I,2,3-cd)pyrene, Dibenz(ah)+(ac)anthracene, Benzo(g,h,i)perylene. If a'Total' result is requested, the results of its individual components will also be reported. PFAS Total: With respect to PFAS analyses, the'PFAS, Total (5)' result is defined as the summation of results for: PFHpA, PFHxS, PFOA, PFNA and PFOS. In addition, the'PFAS, Total (6)' result is defined as the summation ofresults for: PFHpA, PFHxS, PFOA, PFNA, PFDA and PFOS. For MassDEP DW compliance analysis only, the'PFAS, Total (6)' result is defined as the summation of results at or above the RL. Note: If a'Total' result is requested, the results of its individual components will also be reported. Total: With respect to Organic analyses, a'Total' result is defined as the summation of results for individual isomers or Aroclors. If a'Total' result is requested, the results of its individual components will also be reported. This is applicable to 'Total' results for methods 8260, 8081 and 8082. Data Qualifiers A Spectra identified as "Aldol Condensates" are byproducts of the extraction/concentration procedures when acetone is introduced in the process. B The analyte was detected above the reporting limit in the associated method blank. Flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank. For MCP -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank. For DOD -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank AND the analyte was detected above one-halfthe reporting limit (or above the reporting limit for common lab contaminants) in the associated method blank. For NJ - Air -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte above the reporting limit. For NJ -related projects (excluding Air), flag only applies to associated field samples that have detectable concentrations of the analyte, which was detected above the reporting limit in the associated method blank or above five times the reporting limit for common lab contaminants (Phthalates, Acetone, Methylene Chloride, 2-Butanone). C Co -elution: The target analyte co -elutes with a known lab standard (i.e. surrogate, internal standards, etc.) for co -extracted analyses. D Concentration of analyte was quantified from diluted analysis. Flag only applies to field samples that have detectable concentrations of the analyte. E Concentration of analyte exceeds the range of the calibration curve and/or linear range of the instrument. F The ratio of quantifier ion response to qualifier ion response falls outside of the laboratory criteria. Results are considered to be an estimated maximum concentration. G The concentration may be biased high due to matrix interferences (i.e, co -elution) with non -target compound(s). The result should be considered estimated. H The analysis of pH was performed beyond the regulatory -required holding time of 15 minutes from the time of sample collection. I The lower value for the two columns has been reported due to obvious interference. J Estimated value. This represents an estimated concentration for Tentatively Identified Compounds (TICS). M Reporting Limit (RL) exceeds the MCP CAM Reporting Limit for this analyte. Report Format: Data Usability Report Page 17 of 21 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Serial—No: 11132310:56 Lab Number: L2365178 Report Date: 11/13/23 Data Qualifiers ND Not detected at the reporting limit (RL) for the sample. NJ Presumptive evidence of compound. This represents an estimated concentration for Tentatively Identified Compounds (TLCs), where the identification is based on a mass spectral library search. P The RPD between the results for the two columns exceeds the method -specified criteria. Q The quality control sample exceeds the associated acceptance criteria. For DOD -related projects, LCS and/or Continuing Calibration Standard exceedences are also qualified on all associated sample results. Note: This flag is not applicable for matrix spike recoveries when the sample concentration is greater than 4x the spike added or for batch duplicate RPD when the sample concentrations are less than 5x the RL. (Metals only.) R Analytical results are from sample re -analysis. RE Analytical results are from sample re -extraction. S Analytical results are from modified screening analysis. V The surrogate associated with this target analyte has a recovery outside the QC acceptance limits. (Applicable to MassDEP DW Compliance samples only.) Z The batch matrix spike and/or duplicate associated with this target analyte has a recovery/RPD outside the QC acceptance limits. (Applicable to MassDEP DW Compliance samples only.) ReportFormat: Data Usability Report Page 18 of 21 Serial—No: 11132310:56 Project Name: PLEASANT BAY Lab Number: L2365178 Project Number: K47810DA.S.WW.700 Report Date: 11/13/23 REFERENCES 44 Methods for the Determination of Inorganic Substances in Environmental Samples, EPA/600/R-93/100, August 1993. 121 Standard Methods for the Examination of Water and Wastewater. APHA-AWWA-WEF. Standard Methods Online. 140 Method 1664,Revision B: N -Hexane Extractable Material (HEM; Oil & Grease) and Silica Gel Treated N -Hexane Extractable Material (SGT -HEM; Non -polar Material) by Extraction and Gravimetry, EPA -821-R-10-001, February 2010. LIMITATION OF LIABILITIES Alpha Analytical performs services with reasonable care and diligence normal to the analytical testing laboratory industry. In the event of an error, the sole and exclusive responsibility of Alpha Analytical shall be to re -perform the work at it's own expense. In no event shall Alpha Analytical be held liable for any incidental, consequential or special damages, including but not limited to, damages in any way connected with the use of, interpretation of, information or analysis provided by Alpha Analytical. We strongly urge our clients to comply with EPA protocol regarding sample volume, preservation, cooling, containers, sampling procedures, holding time and splitting of samples in the field. Page 19 of 21 Alpha Analytical, Inc. Facility: Company -wide Department: Quality Assurance Title: Certificate/A=:;,roval Pro jam Summa, Certification Information The following analytes are not included in our Primary NELAP Scope of Accreditation: Serial—No: 11132310:56 ID No.:17873 Revision 20 Published Date: 6/16/2023 4:52:28 PM Pacie 1 of 1 Westborough Facility EPA 624.1: m/p-xylene, o -xylene, Naphthalene EPA 625.1: alpha -Terpineol EPA 8260D: NPW: 1,2,4,5-Tetramethylbenzene; 4-Ethyltoluene, Azobenzene; SCM: lodomethane (methyl iodide), 1,2,4,5-Tetramethylbenzene; 4- Ethyltoluene. EPA 8270E: NPW: Dimethylnaphthalene,1,4-Diphenylhydrazine, alpha -Terpineol; SCM: Dimethylnaphthalene,1,4-Diphenylhydrazine. SM4500: NPW: Amenable Cyanide; SCM: Total Phosphorus, TKN, NO2, NO3, Mansfield Facility SM 2540D: TSS. EPA TO -15: Halothane, 2,4,4-Trimethyl-2-pentene, 2,4,4-Trimethyl-1-pentene, Thiophene, 2-Methylthiophene, 3-Methylthiophene, 2-Ethylthiophene, 1,2,3-Trimethylbenzene, Indan, Indene, 1,2,4,5-Tetramethylbenzene, Benzothiophene, 1 -Methylnaphthalene. Biological Tissue Matrix: EPA 3050B The following analytes are included in our Massachusetts DEP Scope of Accreditation Westborough Facility: Drinking Water EPA 300.0: Chloride, Nitrate -N, Fluoride, Sulfate; EPA 353.2: Nitrate -N, Nitrite -N; SM4500NO3-F: Nitrate -N, Nitrite -N; SM4500F-C, SM4500CN-CE, EPA 180.1, SM2130B, SM4500CI-D, SM2320B, SM2540C, SM4500H-B, SM450ONO2-B EPA 524.2: THMs and VOCs; EPA 504.1: EDB, DBCP. Microbiology: SM9215B; SM9223-P/A, SM9223B-Colilert-QT,SM9222D. Non -Potable Water SM4500H,B, EPA 120.1, SM2510B, SM2540C, SM2320B, SM4500CL-E, SM4500F-BC, SM4500NH3-BH: Ammonia -N and Kjeldahl -N, EPA 350.1: Ammonia -N, LACHAT 10-107-06-1-B: Ammonia -N, EPA 351.1, SM4500NO3-F, EPA 353.2: Nitrate -N, SM4500P-E, SM4500P-B, E, SM4500SO4-E, SM5220113, EPA 410.4, SM5210B, SM5310C, SM4500CL-13, EPA 1664, EPA 420.1, SM4500-CN-CE, SM2540113, EPA 300: Chloride, Sulfate, Nitrate. EPA 624.1: Volatile Halocarbons & Aromatics, EPA 608.3: Chlordane, Toxaphene, Aldrin, alpha -BHC, beta -BHC, gamma -BHC, delta -BHC, Dieldrin, DDD, DDE, DDT, Endosulfan I, Endosulfan II, Endosulfan sulfate, Endrin, Endrin Aldehyde, Heptachlor, Heptachlor Epoxide, PCBs EPA 625.1: SVOC (Acid/Base/Neutral Extractables). Microbiology: SM9223B-Colilert-QT; Enterolert-QT, SM9221E, EPA 1600, EPA 1603, SM9222113. Mansfield Facility: Drinking Water EPA 200.7: Al, Ba, Cd, Cr, Cu, Fe, Mn, Ni, Na, Ag, Ca, Zn. EPA 200.8: Al, Sb, As, Ba, Be, Cd, Cr, Cu, Pb, Mn, Ni, Se, Ag, TL, Zn. EPA 245.1 Hg. EPA 522, EPA 537.1. Non -Potable Water EPA 200.7: Al, Sb, As, Be, Cd, Ca, Cr, Co, Cu, Fe, Pb, Mg, Mn, Mo, Ni, K, Se, Ag, Na, Sr, TL, Ti, V, Zn. EPA 200.8: Al, Sb, As, Be, Cd, Cr, Cu, Fe, Pb, Mn, Ni, K, Se, Ag, Na, TL, Zn. EPA 245.1 Hg. SM2340B For a complete listing of analytes and methods, please contact your Alpha Project Manager. Document Type: Form Page 20 of 21 Pre-Qualtrax Document ID: 08-113 CHAIN OF CUSTODY -UPSA 9dadPtt rylh, MA Nteeanepd MA TEL' 5084190-cM0 TEL 50"22-D,3b0 Ptject Nan*: Pleasant Bay Protect Location. Brimter„ AAA I OF 1 Date Recd in Lab: 'A I Report• • Data Doliverable FAX EKWL ® AM ❑ Addl oognmbles ;1pab- 'f:0r f�+m Client: Bennett Enuironenentaal Associates PTct #: K47810DA,S.W6N.74a Address, 1573 Main Street I Pmltct Monaster J h Smith. Brmster. MA 02631 ALFwh Qwali Phone. SD8496-1746 Fax: 50B-895-5109 ® ft-ndafd D Rush R"LY1F MAPPROVM APIALYS Enlall: a}'9rreokg9CN UWalerr,corn rn 7FiiiFs e3rhl Bih6ve tfeen Pr'CsiSUllyh0l5My2.5d by Mphoo Due Date` Twit,',. Other Prc16Specif-tc Require menls/CommenAa tecbm Limits.: o H ALPHA Lab ID Sample In collection SSndpltr somples mb We CMN) tate I Time -I matm Inkllels f M m z IVinfluent EPPJuect Effluent f;ontodner TyneP Predservativa a ' FLaltAgy� +ed By- - —I i !�_7 4�w w m. p~xtl !; -. ,fes^." - - . d'+• Page 21 of 21 N P P P A I P 18 0 0 0 8 © j H t'7eftlTfine Fiect�uv'ed Serial No:11132310:56 ALPHA Job r Sable as iMeni Info PO N', 478100A.S SAMPLE HANDUNft Albodiam O Dom 8 NatNardoo i3 Lib ld do pA'isJ ooff El Lob to do PM*" #PbL* tlawov# [ bwdp rsmm• II dmims� r — 10 ", aid wmp$Ml j. e3em*a wn met be foa pd h o d k"mm nd ttns dodo wo net � uIAU.IkiyrirnbipuiNa dHfs mwM4 AN umpks •uta tbwd ama•truKtto Alt"'s Faymenl leans I rn x m I o H N P P P A I P 18 0 0 0 8 © j H t'7eftlTfine Fiect�uv'ed Serial No:11132310:56 ALPHA Job r Sable as iMeni Info PO N', 478100A.S SAMPLE HANDUNft Albodiam O Dom 8 NatNardoo i3 Lib ld do pA'isJ ooff El Lob to do PM*" #PbL* tlawov# [ bwdp rsmm• II dmims� r — 10 ", aid wmp$Ml j. e3em*a wn met be foa pd h o d k"mm nd ttns dodo wo net � uIAU.IkiyrirnbipuiNa dHfs mwM4 AN umpks •uta tbwd ama•truKtto Alt"'s Faymenl leans Pg-- jPQ` Massachusetts Department of Environmental Protection DEP Transaction Copy Here is the file you requested for your records. To retain a copy of this file you must save and/or print. Username: SFARRENKOPF Transaction ID: 1661663 Document: Groundwater Discharge Monitoring Report Forms Size of File: 1683.16K Status of Transaction: In Process Date and Time Created: 1/9/2024:2:31:39 PM Note: This file only includes forms that were part of your transaction as of the date and time indicated above. If you need a more current copy of your transaction, return to eDEP and select to "Download a Copy" from the Current Submittals page. Important:When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. f4w Massachusetts Department of Environmental Protection 1746 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax identification Number DAILY LOG SHEET 2023 DEC DAILY 3. Sampling Month & Frequency i A. Facility Information 1. Facility name, address: (PLEASANT BAY HEALTH CTR a. Name 383 SOUTH ORLEANS ROAD b. Street Address BREWSTER VA C. City d. State 2. Contact information: JOSEPH SMITH a. Name of Facility Contact Person 7742125005 b. Telephone Number 3. Sampling information: 112/1/2023 a. Date Sampled (mm/dd/yyyy) BEA/NSU WWTO PERSONNEL c. Analysis Performed By (Name) B. Form Selection 02631 e. Zip Code jsmith@nsuwater.com c. e-mail address NOT APPLICABLE b. Laboratory Name 1. Please select Form Type and Sampling Month & Frequency Daily Log Sheet - 2023 Dec Daily r All forms for submittal have been completed. 2. C This is the last selection. 3- f- Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Massachusetts Department of Environmental Protection 746 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number r Groundwater Permit DAILY LOG SHEET 2. Tax identification Number 2023 DEC DAILY 3. Sampling Month & Frequency C. Daily Readings/Analysis Information Effluent Reuse Irrigation Flow GPD Flow GPD Flow GPD 9133 9133 9133 1263 9056 10825 15478 + 110058 10058" 10058 13721 12083 9236 11113 895 8957 895f 7 9031 j 12964 13691 9410 8772 8772 8772 8772 114303 7950 9454 8687 8687 8687 Turbidity Influent pH Effluent pH Chlorine Residual (mg/I) J tN Intensity (%) 114.9 gdpols.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection 746 Bureau of Resource Protection - Groundwater Discharge Program 1. Pe Groundwater Permit DISCHARGE MONITORING REPORT 2. Ta 202 3.& A. Facility Information Important:when filling out forms on 1. Facility name, address: the computer, use PLEASANT BAY HEALTH CTR only the tab key to a. Name move your cursor - do not use the 383 SOUTH ORLEANS ROAD return key. b. Street Address -- BRE MA 02631 C. City d. State e. Zip CAe od >t2. Contact information: JOSE PH SMITH a. Name of Facility Contact Person 7742125005 jsmith@nsuwater.com b. Telephone Number c. e-mail address 3. Sampling information: 17/2 2/023 ALPHA ANALYTICAL a. Date Sampled (mm/dd/yyyy) b. Laboratory Name ALPHA ANALYTICAL PERSONNEL c. Analysis Performed By (Name) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency Discharge Monitoring Report - 2023 Dec Monthly r All forms for submittal have been completed. 2. r This is the last selection. 3. r Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 rmit Number x identification Number 3 DEC MONTHLY mpling Month & Frequency e B. Form Selection 1. Please select Form Type and Sampling Month & Frequency Discharge Monitoring Report - 2023 Dec Monthly r All forms for submittal have been completed. 2. r This is the last selection. 3. r Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Ll � Massachusetts Department of Environmental Protection 746 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit DISCHARGE MONITORING REPORT 2• Tax identification Number 2023 DEC MONTHLY 3. Sampling Month & Frequency D. Contaminant Analysis Information • For "0", below detection limit, less than (<) value, or not detected, enter "ND" • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled 1. Parameter/Contaminant 2. Influent 3. Effluent 4. Effluent Method Units Detection limit BOD 140 _ ND 2.0 MG/L TSS 71 _ IND 1'5. 0 MG/L TOTAL SOLIDS 300 1 250 I [ 13 MG/L _� - AMMONIA -N 0.168 _L MG/L NITRATE -N 0.43 10.10 MG/L TOTAL NITROGEN(NO3+NO2+TKN) 1.27 0.450 MG/L OIL & GREASE ND 4.0 MG/L FECAL COLIFORM 1 1 /100 ML CHLORIDE 49 1.0 MG/L infeffrp-blank.doc • rev. 09/15/15 Groundwater Permit Discharge Monitoring Report • Page 1 of 1 Important:When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program Groundwater Permit DISCHARGE MONITORING REPORT 2023 QUARTERLY 4 j 3. Sampling Month & Frequency 746 1. Permit Number 2. Tax identification Number A. Facility Information 1. Facility name, address: PLEASANT BAY HEALTH CTR a. Name 383 SOUTH ORLEANS ROAD b. Street Address BREWSTER IMA C. City d. State 2. Contact information: 02631 e. Zip Code JOSEPH SMITH a. Name of Facility Contact Person 7742125005 jsmith@nsuwater.com b. Telephone Number c. e-mail address 3. Sampling information: 12/7/2023 FAL—PHA ANALYTICAL a. Date Sampled (mm/dd/yyyy) b. Laboratory Name LPHA ANALYTICAL PERSONNEL c. Analysis Performed By (Name) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency Discharge Monitoring Report - 2023 Quarterly 4 r All forms for submittal have been completed. 2. This is the last selection. 3.— Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection 746 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Li Groundwater Permit DISCHARGE MONITORING REPORT 2• Tax identification Number 2023 QUARTERLY 4 3. Sampling Month & Frequency D. Contaminant Analysis Information • For "0", below detection limit, less than (<) value, or not detected, enter "ND" • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled 1. Parameter/Contaminant 2. Influent 3. Effluent 4. Effluent Method Units Detection limit TOTAL PHOSPHORUS AS P 3.36 0.050 MG/L ORTHO PHOSPHATE 3.36 0.025 MG/L infeffrp-blank.doc • rev. 09/15/15 Groundwater Permit Discharge Monitoring Report • Page 1 of 1 Massachusetts Department of Environmental Protection 1746 I F Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit MONITORING WELL DATA REPORT 2. Tax identification Number 2023 QUARTERLY 4 I 3. Sampling Month & Frequency A. Facility Information Important: When filling out forms on 1. Facility name, address: the computer, use PLEASANT BAY HEALTH CTR only the tab key to a. Name move your cursor - do not use the 383 SOUTH ORLEANS ROAD return key. b. Street Address BREWSTER IMA 02631 C. City d. State e. Zip Code 2. Contact information: JOSEPH SMITHV�__ I Ar a. Name of Facility Contact Person 17742125005 ;smith@nsuwater.com b. Telephone Number c. e-mail address 3. Sampling information: 12/13/2023 ALPHA ANALYTICAL a. Date Sampled (mm/dd/yyyy) b. Laboratory Name ALPHA ANALYTICAL PERSONNEL c. Analysis Performed By (Name) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency I Monitoring Well Data Report - 2023 Quarterly 4 F All forms for submittal have been completed. 2. E This is the last selection. 3. 17- Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection 746 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit L MONITORING WELL DATA REPORT 2• Tax identification Number 2023 QUARTERLY 4 3. Sampling Month & Frequency C. Contaminant Analysis Information • For "0", below detection limit, less than (<) value, or not detected, enter "ND" • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled • DRY = Not enough water in well to sample. Parameter/Contaminant DG -1 DG -2 DG4 UG -1 Units Well #: 1 Well #: 2 Well #: 3 Well #: 4 Nn'RATE-N 4.7 } 1.3 2.5 1.7 MG/L TOTAL NITROGEN(NO3+NO2+TKI 4.70 1.30 2.50 MG/L TOTAL PHOSPHORUS AS P 0.804 0.038 2.20 0.104 MG/L ORTHOPHOSPHATE 0.005 ND _ 1.76 Vf 0.051 MG/L Well #: 5 Well #: 6 mwdgwp-blank.doc • rev 09/15/15 Monitoring Well Data for Groundwater Permit • Page 1 of 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program Groundwater Permit MONITORING WELL DATA REPORT 3. Sampling information: 746 1. Permit Number 2. Tax identification Number 2023 DEC MONTHLY 3. Sampling Month & Frequency 02631 e. Zip Code smith@nsuwater.com c. e-mail address 112/13/2023 NOT APPLICABLE a. Date Sampled (mm/dd/yyyy) b. Laboratory Name BEA/NSU WWTO PERSONNEL c. Analysis Performed By (Name) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency Monitoring Well Data Report - 2023 Dec Monthly w F All forms for submittal have been completed. 2. — This is the last selection. 3. r Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 A. Facility Information Important: When filling out forms on 1. Facility name, address: the computer, use I PLEASANT BAY HEALTH CTR only the tab key to a. Name move your cursor - 383 SOUTH ORLEANS ROAD do not use the return key. b. Street Address BREWSTER MA VG_j C. City d. State lk 2. Contact information: JOSEPH SMITH a. Name of Facility Contact Person 7742125005 b. Telephone Number 3. Sampling information: 746 1. Permit Number 2. Tax identification Number 2023 DEC MONTHLY 3. Sampling Month & Frequency 02631 e. Zip Code smith@nsuwater.com c. e-mail address 112/13/2023 NOT APPLICABLE a. Date Sampled (mm/dd/yyyy) b. Laboratory Name BEA/NSU WWTO PERSONNEL c. Analysis Performed By (Name) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency Monitoring Well Data Report - 2023 Dec Monthly w F All forms for submittal have been completed. 2. — This is the last selection. 3. r Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection 1746 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number - Groundwater Permit 2. Tax identification ;' MONITORING WELL DATA REPORT Number r 2023 DEC MONTHLY 3. Sampling Month &Frequency C. Contaminant Analysis Information • For "0", below detection limit, less than (<) value, or not detected, enter "ND" < • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled • DRY = Not enough water in well to sample. Parameter/Contaminant DG -1 DG -2 DG -4 UG -1 Units Well #: 1 Well #: 2 Well #: 3 Well #: 4 Well #: 5 Well #: 6 PH 5_29 5.70 6.51 --1,5.88 S.U. STATIC WATER LEVEL 10.75 10.80 10.72 I 10.93 FEEr" SPECIFIC CONDUCTANCE 284 _ 133 1 1335 I 196 UMHOS/C mwdgwp-blank.doc • rev. 09/15/15 Monitoring Well Data for Groundwater Permit • Page 1 of 1 Ll Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program Groundwater Permit Facility Information _ PLEASANT BAY HEALTH CTR a. Name 1383 SOUTH ORLEANS ROAD b. Street Address BREWSTER C. City 746 1. Permit Number 2. Tax identification Number MA 02631 d. State e. Zip Code Certirication "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate and complete. I am aware that ther are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." SAMANTHA FARRENKOPF 1/9/2024 Any person signing a. Signature b. Date (mm/dd/yyyy) a document under 314 CMR 5.14(1) or ReportingPacka a Comments (2) shall make the following BENNETT ENVIRONMENTAL ASSOCIATES, LLC. (BEA) HAS COMPLETED THE DECEMBER certification 2023 MONTHLY INFLUENT AND EFFLUENT SAMPLING OF THE AMPHIDROME WASTEWATER TREATMENT SYSTEM. MONTHLY WASTEWATER SAMPLING WAS COMPLETED ON 12/7/23. If you are filing LABORATORY RESULTS REPORTED ALL PARAMETERS WITHIN DISCHARGE PERMIT electronic -ally and LIMITATIONS. EFFLUENT PH WAS REPORTED BELOW THE 6.5 LIMIT ONCE DURING THE MONTH. SODIUM BICARBONATE WAS ADDED TO THE SYSTEM AT THE CLEARWELL IN want to attach RESPONSE. FLOW VOLUME MEASUREMENTS WERE ASSESSED DURING THE MONTH additional FROM THE SYSTEM'S EFFLUENT FLOW METER. DAILY FLOW REMAINED WITHIN THE 26,500 - comments, select GPD LIMITATION THROUGHOUT THE MONTH. THE MINIMUM, MAXIMUM AND AVERAGE GPD the check box. FLOWS REPORTED OVER THE COURSE OF THE MONTH WERE 7,950 GPD, 15,478 GPD AND 10,211 GPD, RESPECTIVELY. THE AVERAGE ANNUAL FLOW WAS CALCULATED AS 11,047 F. GPD, NOTED AS LESS THAN 80% OF THE DAILY FLOW LIMITATION. DURING THE COURSE OF THE MONTH, THE UV METER PERIODICALLY DIDN'T DISPLAY THE UV PERCENTAGE READING DUE TO A REOCCURRING NUISANCE ALARM. AS SUCH, UV INTENSITY IS REPORTED IN W/M2 UNITS THROUGHOUT THE MONTH. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit • Page 1 of 1 A N A L T I CA L ANALYTICAL REPORT Lab Number: L2372347 Client: Bennett Environmental Associates 1573 Main Street Brewster, MA 02631 ATTN: Joseph Smith Phone: (508) 896-1706 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Report Date: 12/14/23 Serial—No: 12142314:47 The original project report/data package is held by Alpha Analytical. This report/data package is paginated and should be reproduced only in its entirety. Alpha Analytical holds no responsibility for results and/or data that are not consistent with the original. Certifications & Approvals: MA (M-MA086), NH NELAP (2064), CT (PH -0826), IL (200077), IN (C -MA -03), KY (KY98045), ME (MA00086), MD (348), NJ (MA935), NY (11148), NC (25700/666), OH (CL108), OR (MA -1316), PA (68-03671), RI (LA000065), TX (T104704476), VT (VT -0935), VA (460195), USDA (Permit #525-23-122-91930). Eight Walkup Drive, Westborough, MA 01581-1019 508-898-9220 (Fax) 508-898-9193 800-624-9220 - www.alphalab.com Page 1 of 20 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Serial No:12142314:47 Lab Number: L2372347 Report Date: 12/14/23 Alpha Sample Collection Sample ID Client ID Matrix Location Date/Time Receive Date L2372347-01 INFLUENT WATER BREWSTER, MA 12/07/23 13:00 12/07/23 L2372347-02 EFFLUENT WATER BREWSTER, MA 12/07/23 13:00 12/07/23 L2372347-03 EFFLUENT WATER BREWSTER, MA 12/07/2313:00 12/07/23 Page 2 of 20 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Case Narrative Serial—No: 12142314:47 Lab Number: L2372347 Report Date: 12/14/23 The samples were received in accordance with the Chain of Custody and no significant deviations were encountered during the preparation or analysis unless otherwise noted. Sample Receipt, Container Information, and the Chain of Custody are located at the back of the report. Results contained within this report relate only to the samples submitted under this Alpha Lab Number and meet NELAP requirements for all NELAP accredited parameters unless otherwise noted in the following narrative. The data presented in this report is organized by parameter (i.e. VOC, SVOC, etc.). Sample specific Quality Control data (i.e. Surrogate Spike Recovery) is reported at the end of the target analyte list for each individual sample, followed by the Laboratory Batch Quality Control at the end of each parameter. Tentatively Identified Compounds (TICs), if requested, are reported for compounds identified to be present and are not part of the method/program Target Compound List, even if only a subset of the TCL are being reported. If a sample was re -analyzed or re -extracted due to a required quality control corrective action and if both sets of data are reported, the Laboratory ID of the re -analysis or re -extraction is designated with an "R" or "RE", respectively. When multiple Batch Quality Control elements are reported (e.g. more than one LCS), the associated samples for each element are noted in the grey shaded header line of each data table. Any Laboratory Batch, Sample Specific % recovery or RPD value that is outside the listed Acceptance Criteria is bolded in the report. In reference to questions H (CAM) or 4 (RCP) when "NO" is checked, the performance criteria for CAM and RCP methods allow for some quality control failures to occur and still be within method compliance. In these instances, the specific failure is not narrated but noted in the associated QC Outlier Summary Report, located directly after the Case Narrative. QC information is also incorporated in the Data Usability Assessment table (Format 11) of our Data Merger tool, where it can be reviewed in conjunction with the sample result, associated regulatory criteria and any associated data usability implications. Soil/sediments, solids and tissues are reported on a dry weight basis unless otherwise noted. Definitions of all data qualifiers and acronyms used in this report are provided in the Glossary located at the back of the report. HOLD POLICY - For samples submitted on hold, Alpha's policy is to hold samples (with the exception of Air canisters) free of charge for 21 calendar days from the date the project is completed. After 21 calendar days, we will dispose of all samples submitted including those put on hold unless you have contacted your Alpha Project Manager and made arrangements for Alpha to continue to hold the samples. Air canisters will be disposed after 3 business days from the date the project is completed. Please contact Project Management at 800-624-9220 with any questions. I, the undersigned, attest under the pains and penalties of perjury that, to the best of my knowledge and belief and based upon my personal inquiry of those responsible for providing the information contained in this analytical report, such information is accurate and complete. This certificate of analysis is not complete unless this page accompanies any and all pages of this report. Authorized Signature: *A wo*qk Caitlin Walukevich Title: Technical Director/Representative Date: 12/14/23 111, Page 3 of 20 }.a OJORGANICS rI MISCELLANEOUS Page 4 of 20 Serial—No: 12142314:47 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 SAMPLE RESULTS Serial—No: 12142314:47 Lab Number: L2372347 Report Date: 12/14/23 Lab ID: L2372347-01 Date Collected: 12/07/23 13:00 Client ID: INFLUENT Date Received: 12/07/23 Sample Location: BREWSTER, MA Field Prep: Not Specified Sample Depth: Matrix: Water Dilution Date Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method Analyst General Chemistry Westborough Lab Solids, Total 300 mg/I 13 NA 1.3 - 12/12/23 04:08 121,25406 DEW Solids, Total Suspended 71 mg/l 10 NA 2 12/08/23 21:45 121,2540D REM Nitrogen, Ammonia 0.168 mg/l 0.150 2 12/12/23 11:10 12/13/23 19:52 121,4500NH3-131-1 AT BOD, 5 day 140 mg/I 30 NA 15 12/08/23 15:30 12/13/23 14:15 121,521013 MICE A Page 5 of 20 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 SAMPLE RESULTS Lab ID: L2372347-02 Client ID: EFFLUENT Sample Location: BREWSTER, MA Sample Depth: Matrix: Water Parameter Result Qualifier Units RL General Chemistry - Westborough Lab Solids, Total 250 mg/l 13 Solids, Total Suspended ND mg/I 5.0 Chloride 49. mg/l 1.0 Nitrogen, Nitrite ND mg/I 0.050 Nitrogen, Nitrate 0.43 mg/l 0.10 Nitrogen, Total Kjeldahl 0.842 mg/l 0.300 Phosphorus, Total 3.36 mg/I 0.050 Phosphorus, Orthophosphate 3.36 mg/I 0.025 BOD, 5 day ND mg/l 2.0 Oil & Grease, Hem -Gray ND mg/l 4.0 Page 6 of 20 Serial No: 12142314:47 Lab Number: L2372347 Report Date: 12/14/23 Date Collected: 12/07/23 13:00 Date Received: 12/07/23 Field Prep: Not Specified Dilution Date Date Analytical MDL Factor Prepared Analyzed Method Analyst NA 1.3 - 12/12/23 04:08 121,25406 DEW NA 1 - 12/08/23 21:45 121,2540D REM 1 12/12/23 20:59 121,4500CL-E TLH 1 12/08/23 09:06 44,353.2 KAF - 1 - 12/08/23 09:06 44,353.2 KAF -- 1 12/12/2310:45 12/13/2318:59 121,4500NH3-H AT 5 12/12/2315:06 12/13/2316:38 121,4500P -E MEF - 5 - 12/08/23 01:27 121,4500P -E CAR NA 1 12108/2315:30 12/13/2314:15 121,5210B MKT -- 1 12/12/2313:01 12/12/2315:59 140,16646 IYM Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 SAMPLE RESULTS Lab ID: L2372347-03 Client ID: EFFLUENT Sample Location: BREWSTER, MA Sample Depth: Matrix: Water Parameter Result Qualifier Units RL Microbiological Analysis - Westborough Lab Coliform, Fecal (MPN) 1 MPN/100ml 1 Page 7 of 20 Serial—No: 12142314:47 Lab Number: L2372347 Report Date: 12/14/23 Date Collected: 12/07/23 13:00 Date Received: 12/07/23 Field Prep: Not Specified Dilution Date MDL Factor Prepared NA 1 Date Analytical Analyzed Method Analyst 12/07/2319:34 121,922313 JAI Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Method Blank Analysis Batch Quality Control Serial—No: 12142314:47 Lab Number: L2372347 Report Date: 12/14/23 Dilution Date Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method Analyst Microbiological Analysis -Westborough Lab for sample(s): 03 Batch: WG1861209-1 Coliform, Fecal (MPN) <1 MPN/100ml 1 NA 1 12/07/23 19:34 121,9223B JAI General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1861275-1 Phosphorus, Orthophosphate ND mgll 0.005 1 12/08/23 01:24 121,4500P -E CAR General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1861281-1 Nitrogen, Nitrite ND mgll 0.050 1 - 12/08/23 04:30 44,353.2 KAF General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1861288-1 Nitrogen, Nitrate ND mg/I 0.10 1 12/08/23 04:41 44,353.2 KAF General Chemistry - Westborough Lab for sample(s): 01-02 Batch: WG1861587-1 BOD, 5 day ND mg/l 2.0 NA 1 12/08/23 15:30 12/13/23 14:15 121,52106 MKT General Chemistry - Westborough Lab for sample(s): 01-02 Batch: WG1861724-1 Solids, Total Suspended ND mg/l 5.0 NA 1 - 12/08/23 21:45 121,2540D REM General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1862655-1 Nitrogen, Total Kjeldahl ND mgll 0.300 1 12/12/23 10:45 12/13/23 18:35 121,4500NH3-H AT General Chemistry - Westborough Lab for sample(s): 01 Batch: WG1862658-1 - Nitrogen, Ammonia ND mgll 0.075 1 12/12/23 11:10 12/13/23 19:46 121,4500NH3-BH AT General Chemistry - Westborough Lab for sample(s): 01-02 Batch: WG1862692-1 Solids, Total ND mg/l 10 NA 1 12/12/23 04:08 121,2540B DEW General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1862934-1 Oil & Grease, Hem-Grav ND mg/l 4.0 1 12/12/23 13:01 12/12/23 15:24 140,16646 IYM General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1863019-1 Chloride ND mgll 1.0 1 - 12/12/2319:58 121,4500CL-E TLH General Chemistry - Westborough Lab for sample(s): 02 Batch: WG1863461-1 Phosphorus, Total ND mgll 0.010 1 12/12/23 15:06 12/13/23 15:50 121,4500P -E MEF Page 8 of 20 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Lab Control Sample Analysis Batch Quality Control LCS LCSD %Recovery Parameter _ %Recovery Qual %Recovery ;�ual Limits General Chemistry - Westborough Lab Associated sample(s): 02 Batch: WG1861275-2 Phosphorus, Orthophosphate 90.110 General Chemistry - Westborough Lab Associated sample(s): 02 Batch: WG1861281-2 Nitrogen, Nitrite 100 90-110 General Chemistry - Westborough Lab Associated sample(s): 02 Batch: WG1861288-2 Nitrogen, Nitrate 90-110 General Chemistry - Westborough Lab Associated sample(s): 01-02 Batch: WG1861587-2 BOD, 5 day 85-115 General Chemistry - Westborough Lab Associated sample(s): 01-02 Batch: WG1861724-2 Solids, Total Suspended 80-120 General Chemistry -Westborough Lab Associated sample(s): 02 Batch: WG1862655-2 Nitrogen, Total Kjeldahl 78.122 General Chemistry -Westborough Lab Associated sample(s): 01 Batch: WG1862658-2 Nitrogen, Ammonia 80-120 Page 9 of 20 Serial—No: 12142314:47 Lab Number: L2372347 Report Date: 12/14/23 RPD Qual RPD Limits 20 20 20 Serial—No: 12142314:47 Lab Control Sample Analysis Project Name: PLEASANT BAY Batch Quality Control Lab Number: L2372347 Project Number: K47810DA.S.WW.700 Report Date: 12/14/23 LCS LCSD %Recovery Parameter %Recovery %Recovery Limits RPD RPD Limits General Chemistry - Westborough Lab Associated sample(s): 01-02 Batch: WG1862692-2 Solids, Total - 80-120 General Chemistry - Westborough Lab Associated sample(s): 02 Batch: WG 1862934-2 Oil & Grease, Hem-Grav - 78-114 18 General Chemistry -Westborough Lab Associated sample(s): 02 Batch: WG1863019-2 Chloride 7G+] 90-110 General Chemistry -Westborough Lab Associated sample(s): 02 Batch: WG1863461-2 Phosphorus, Total 80-120 Page 10 of 20 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Matrix Spike Analysis Batch Quality Control Serial—No: 12142314:47 Lab Number: L2372347 Report Date: 12/14/23 Native MS MS MS MSD MSD Recovery RPD Parameter _ Sample Added Found %Recovery Qual Found %Recovery Qual Limits RPD Qual Limits General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1861275-4 QC Sample: L2372121-02 Client ID: MS Sample Phosphorus, Orthophosphate 0.013 0.5 0.494 80-120 20 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1861281-4 QC Sample: L2372347-02 Client ID: EFFLUENT Nitrogen, Nitrite ND 4 4.2 105 80-120 20 General Chemistry -Westborough Lab Associated sample(s): 02 QC Batch ID: WG1861288-4 QC Sample: L2372347-02 Client ID: EFFLUENT Nitrogen, Nitrate 0.43 4 4.5 83-113 6 General Chemistry -Westborough Lab Associated sample(s): 01-02 QC Batch ID: WG1861587-4 QC Sample: L2372347-02 Client ID: EFFLUENT BOD, 5 day ND 100 93 50-145 35 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1862655-4 QC Sample: L2372131-01 Client ID: MS Sample Nitrogen, Total Kjeldahl 2.18 8 9.75 77-111 24 General Chemistry - Westborough Lab Associated sample(s): 01 QC Batch ID: WG1862658-4 QC Sample: L2372261-02 Client ID: MS Sample Nitrogen, Ammonia 0.640 4 4.26 '.0 - - 80-120 20 General Chemistry -Westborough Lab Associated sample(s): 02 QC Batch ID: WG1862934-4 QC Sample: L2372347-02 Client ID: EFFLUENT Oil & Grease, Hem-Grav ND 39.2 35 78-114 18 General Chemistry -Westborough Lab Associated sample(s): 02 QC Batch ID: WG1863019-4 QC Sample: L2370507-01 Client ID: MS Sample Chloride 69 20 88 95 58-140 7 General Chemistry -Westborough Lab Associated sample(s): 02 QC Batch ID: WG1863461-4 QC Sample: L2372564-03 Client ID: MS Sample Phosphorus, Total ND 0.5 0.643 129 Q 75-125 20 Page 11 of 20 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Serial No: 12142314:47 Lab Duplicate Analysis Batch Quality Control Lab Number: Report Date: L2372347 12/14/23 Parameter Native Sample Duplicate Sample Units RPD Qual RPD Limits General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1861275-3 QC Sample: L2372121-02 Client ID: DUP Sample Phosphorus, Orthophosphate 0.013 0.012 mg/I :' 20 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1861281-3 QC Sample: L2372347-02 Client ID: EFFLUENT Nitrogen, Nitrite ND ND mg/I NC 20 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1861288-3 QC Sample: L2372347-02 Client ID: EFFLUENT Nitrogen, Nitrate 0.43 0.43 mg/I s General Chemistry - Westborough Lab Associated sample(s): 01-02 QC Batch ID: WG1861587-3 QC Sample: L2372347-02 Client ID: EFFLUENT BOD, 5 day ND ND 35 General Chemistry - Westborough Lab Associated sample(s): 01-02 QC Batch ID: WG1861724-3 QC Sample: L2371727-02 Client ID: DUP Sample Solids, Total Suspended 220 220 mg/I 32 General Chemistry - Westborough Lab Associated sample(s): 01-02 QC Batch ID: WG1861724-4 QC Sample: L2371838-01 Client ID: DUP Sample Solids, Total Suspended 6100 4600 mg/I 32 General Chemistry -Westborough Lab Associated sample(s): 02 QC Batch ID: WG1862655-3 QC Sample: L2372131-01 Client ID: DUP Sample Nitrogen, Total Kjeldahl 2.18 2.48 mg/l 24 General Chemistry - Westborough Lab Associated sample(s): 01 QC Batch ID: WG1862658-3 QC Sample: L2372261-02 Client ID: DUP Sample Nitrogen, Ammonia 0.640 0.742 mg/l 20 General Chemistry - Westborough Lab Associated sample(s): 01-02 QC Batch ID: WG1862692-3 QC Sample: L2371880-01 Client ID: DUP Sample Solids, Total 700 730 mg/I 16 Page 12 of 20 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.70O Serial—No: 12142314:47 Lab Duplicate Analysis Batch Quality Control Lab Number: Report Date: L2372347 12/14/23 Parameter _ Native Sample _ Duplicate Sample Units RPD RPD Limits General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1862934-3 QC Sample: L2371773-01 Client ID: DUP Sample Oil & Grease, Hem-Grav ND ND mq/I 18 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1863019-3 QC Sample: L237O5O7-01 Client ID: DUP Sample Chloride 69 69 mg/l 7 General Chemistry - Westborough Lab Associated sample(s): 02 QC Batch ID: WG1863461-3 QC Sample: L2372564-03 Client ID: DUP Sample Phosphorus, Total ND ND mg/l 20 Page 13 of 20 4, Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Were project specific reporting limits specified? Cooler Information Cooler Custody Seal A Absent Container Information Container 1D Container Type L2372347 -01A Plastic 500ml H2SO4 preserved L2372347-01 B Plastic 950ml unpreserved L2372347 -01C Plastic 950ml unpreserved L2372347 -02A Plastic 500ml H2SO4 preserved L2372347 -02B Plastic 950ml unpreserved L2372347 -02C Plastic 950ml unpreserved L2372347 -02D Amber 1000ml HCl preserved L2372347 -02E Amber 1000m] HCl preserved L2372347 -03A Bacteria Cup Na2S203 preserved L2372347 -03B Bacteria Cup Na2S203 preserved Sample Receipt and Container Information YES Frozen DateMme Page 14 of 20 *Values in parentheses indicate holding time in days Serial—No: 12142314:47 Lab Number: L2372347 Report Date: 12/14/23 Analysis(*) NH3-4500(28) TSC -2540(7), BO D-5210(2) TSS -2540(7) TKN-4500(28),TPH OS -4500(28) TSC -2540(7), OPH OS -4500(2), C L- 4500(28),NO2-353(2), BOD-5210(2),NO3-353(2) TSS -2540(7) OG -1664(28) OG -1664(28) F-COLI-QT(.33) F-COLI-QT(.33) Initial Final Temp Cooler pH pH deg C Pres Seal A <2 <2 5.9 Y Absent A 7 7 5.9 Y Absent A 7 7 5.9 Y Absent A <2 <2 5.9 Y Absent A 7 7 5.9 Y Absent A 7 7 5.9 Y Absent A NA 5.9 Y Absent A NA 5.9 Y Absent A NA 5.9 Y Absent A NA 5.9 Y Absent Frozen DateMme Page 14 of 20 *Values in parentheses indicate holding time in days Serial—No: 12142314:47 Lab Number: L2372347 Report Date: 12/14/23 Analysis(*) NH3-4500(28) TSC -2540(7), BO D-5210(2) TSS -2540(7) TKN-4500(28),TPH OS -4500(28) TSC -2540(7), OPH OS -4500(2), C L- 4500(28),NO2-353(2), BOD-5210(2),NO3-353(2) TSS -2540(7) OG -1664(28) OG -1664(28) F-COLI-QT(.33) F-COLI-QT(.33) Serial—No: 12142314:47 Project Name: PLEASANT BAY Lab Number: L2372347 Project Number: K47810DA.S.WW.700 Report Date: 12/14/23 GLOSSARY Acronyms DL Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the limit of quantitation (LOQ). The DL includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) EDL Estimated Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the reporting limit (RL). The EDL includes any adjustments from dilutions, concentrations or moisture content, where applicable. The use of EDLs is specific to the analysis of PAHs using Solid -Phase Microextraction (SPME). EMPC Estimated Maximum Possible Concentration: The concentration that results from the signal present at the retention time of an analyte when the ions meet all of the identification criteria except the ion abundance ratio criteria. An EMPC is a worst-case estimate of the concentration. EPA Environmental Protection Agency. LCS Laboratory Control Sample: A sample matrix, free from the analytes of interest, spiked with verified known amounts of analytes or a material containing known and verified amounts of analytes. LCSD Laboratory Control Sample Duplicate: Refer to LCS. LFB Laboratory Fortified Blank: A sample matrix, free from the analytes of interest, spiked with verified known amounts of analytes or a material containing known and verified amounts of analytes. LOD Limit of Detection: This value represents the level to which a target analyte can reliably be detected for a specific analyte in a specific matrix by a specific method. The LOD includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) LOQ Limit of Quantitation: The value at which an instrument can accurately measure an analyte at a specific concentration. The LOQ includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) Limit of Quantitation: The value at which an instrument can accurately measure an analyte at a specific concentration. The LOQ includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) MDL Method Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the reporting limit (RL). The MDL includes any adjustments from dilutions, concentrations or moisture content, where applicable. MS Matrix Spike Sample: A sample prepared by adding a known mass of target analyte to a specified amount of matrix sample for which an independent estimate of target analyte concentration is available. For Method 332.0, the spike recovery is calculated using the native concentration, including estimated values. MSD Matrix Spike Sample Duplicate: Refer to MS. NA Not Applicable. NC Not Calculated: Term is utilized when one or more of the results utilized in the calculation are non -detect at the parameter's reporting unit. NDPA/DPA - N-Nitrosodipheny]amine/Diphenylamine. NI Not Ignitable. NP Non -Plastic: Tenn is utilized for the analysis of Atterberg Limits in soil. NR No Results: Term is utilized when'No Target Compounds Requested' is reported for the analysis of Volatile or Semivolatile Organic TIC only requests. RL Reporting Limit: The value at which an instrument can accurately measure an analyte at a specific concentration. The RL includes any adjustments from dilutions, concentrations or moisture content, where applicable. RPD Relative Percent Difference: The results from matrix and/or matrix spike duplicates are primarily designed to assess the precision of analytical results in a given matrix and are expressed as relative percent difference (RPD). Values which are less than five times the reporting limit for any individual parameter are evaluated by utilizing the absolute difference between the values; although the RPD value will be provided in the report. SRM Standard Reference Material: A reference sample of a known or certified value that is of the same or similar matrix as the associated field samples. STLP Semi -dynamic Tank Leaching Procedure per EPA Method 1315. TEF Toxic Equivalency Factors: The values assigned to each dioxin and furan to evaluate their toxicity relative to 2,3,7,8-TCDD. TEQ Toxic Equivalent: The measure of a sample's toxicity derived by multiplying each dioxin and furan by its corresponding TEF and then summing the resulting values. TIC Tentatively Identified Compound: A compound that has been identified to be present and is not part of the target compound list (TCL) for the method and/or program. All TICS are qualitatively identified and reported as estimated concentrations. ReportFormat: Data Usability Report Page 15 of 20 Project Name: PLEASANT BAY Serial Nol2142314:47 Lab Number: L2372347 Project Number: K47810DA.S.WW.700 Report Date: 12/14/23 Footnotes 1 The reference for this analyte should be considered modified since this analyte is absent from the target analyte list of the original method. Terms Analytical Method: Both the document from which the method originates and the analytical reference method. (Example: EPA 8260B is shown as 1,8260B.) The codes for the reference method documents are provided in the References section of the Addendum. Chlordane: The target compound Chlordane (CAS No. 57-74-9) is reported for GC ECD analyses. Per EPA,this compound "refers to a mixture of chlordane isomers, other chlorinated hydrocarbons and numerous other components." (Reference: USEPA Toxicological Review of Chlordane, In Support of Summary Information on the Integrated Risk Information System (IRIS), December 1997.) Difference: With respect to Total Oxidizable Precursor (TOP) Assay analysis, the difference is defined as the Post -Treatment value minus the Pre -Treatment value. Final pH: As it pertains to Sample Receipt & Container Information section of the report, Final pH reflects pH of container determined after adjustment at the laboratory, if applicable. If no adjustment required, value reflects Initial pH. Frozen Date/Time: With respect to Volatile Organics in soil, Frozen Date/Time reflects the date/time at which associated Reagent Water - preserved vials were initially frozen. Note: If frozen date/time is beyond 48 hours from sample collection, value will be reflected in 'bold'. Gasoline Range Organics (GRO): Gasoline Range Organics (GRO) results include all chromatographic peaks eluting from Methyl tert butyl ether through Naphthalene, with the exception of GRO analysis in support of State of Ohio programs, which includes all chromatographic peaks eluting from Hexane through Dodecane. Initial pH: As it pertains to Sample Receipt & Container Information section of the report, Initial pH reflects pH of container determined upon receipt, if applicable. PAH Total: With respect to Alkylated PAH analyses, the 'PAHs, Total' result is defined as the summation of results for all or a subset of the following compounds: Naphthalene, C1-C4 Naphthalenes, 2 -Methylnaphthalene, 1 -Methylnaphthalene, Biphenyl, Acenaphthylene, Acenaphthene, Fluorene, Cl -C3 Fluorenes, Phenanthrene, C1-C4 Phenanthrenes/Anthracenes, Anthracene, Fluoranthene, Pyrene, C1-C4 Fluoranthenes/Pyrenes, Benz(a)anthracene, Chrysene, C1-C4 Chrysenes, Benzo(b)fluoranthene, Benzoo)+(k)fluoranthene, Benzo(e)pyrene, Benzo(a)pyrene, Perylene, Indeno(1,2,3-cd)pyrene, Dibenz(ah)+(ac)anthracene, Benzo(g,h,i)perylene. If a'Total' result is requested, the results of its individual components will also be reported. PFAS Total: With respect to PFAS analyses, the 'PFAS, Total (5)' result is defined as the summation of results for: PFHpA, PFHxS, PFOA, PFNA and PFOS. In addition, the'PFAS, Total (6)' result is defined as the summation of results for: PFHpA, PFHxS, PFOA, PFNA, PFDA and PFOS. For MassDEP DW compliance analysis only, the 'PFAS, Total (6)' result is defined as the summation of results at or above the RL. Note: If a 'Total' result is requested, the results of its individual components will also be reported. Total: With respect to Organic analyses, a'Total' result is defined as the summation of results for individual isomers or Aroclors. If a'Total' result is requested, the results of its individual components will also be reported. This is applicable to'Total' results for methods 8260, 8081 and 8082. Data Qualifiers A Spectra identified as "Aldol Condensates" are byproducts of the extraction/concentration procedures when acetone is introduced in the process. B The analyte was detected above the reporting limit in the associated method blank. Flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank. For MCP -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank. For DOD -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank AND the analyte was detected above one-half the reporting limit (or above the reporting limit for common lab contaminants) in the associated method blank. For NJ - Air -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte above the reporting limit. For NJ -related projects (excluding Air), flag only applies to associated field samples that have detectable concentrations of the analyte, which was detected above the reporting limit in the associated method blank or above five times the reporting limit for common lab contaminants (Phthalates, Acetone, Methylene Chloride, 2-Butanone). C Co -elution: The target analyte co -elutes with a known lab standard (i.e. surrogate, internal standards, etc.) for co -extracted analyses. D Concentration of analyte was quantified from diluted analysis. Flag only applies to field samples that have detectable concentrations of the analyte. E Concentration of analyte exceeds the range of the calibration curve and/or linear range of the instrument. F The ratio of quantifier ion response to qualifier ion response falls outside of the laboratory criteria. Results are considered to be an estimated maximum concentration. G The concentration may be biased high due to matrix interferences (i.e, co -elution) with non -target compound(s). The result should be considered estimated. H The analysis of pH was performed beyond the regulatory -required holding time of 15 minutes from the time of sample collection. I The lower value for the two columns has been reported due to obvious interference. J Estimated value. This represents an estimated concentration for Tentatively Identified Compounds (TICS). M Reporting Limit (RL) exceeds the MCP CAM Reporting Limit for this analyte. Report Format: Data Usability Report Page 16 of 20 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Serial—No: 12142314:47 Lab Number: L2372347 Report Date: 12/14/23 Data Qua/iffers ND Not detected at the reporting limit (RL) for the sample. NJ Presumptive evidence of compound. This represents an estimated concentration for Tentatively Identified Compounds (TICs), where the identification is based on a mass spectral library search. P The RPD between the results for the two columns exceeds the method -specified criteria. Q The quality control sample exceeds the associated acceptance criteria. For DOD -related projects, LCS and/or Continuing Calibration Standard exceedences are also qualified on all associated sample results. Note: This flag is not applicable for matrix spike recoveries when the sample concentration is greater than 4x the spike added or for batch duplicate RPD when the sample concentrations are less than 5x the RL. (Metals only.) R Analytical results are from sample re -analysis. RE Analytical results are from sample re -extraction. S Analytical results are from modified screening analysis. V The surrogate associated with this target analyte has a recovery outside the QC acceptance limits. (Applicable to MassDEP DW Compliance samples only.) Z The batch matrix spike and/or duplicate associated with this target analyte has a recovery/RPD outside the QC acceptance limits. (Applicable to MassDEP DW Compliance samples only.) Report Format: Data Usability Report Page 17 of 20 Serial—No: 12142314:47 Project Name: PLEASANT BAY Lab Number: L2372347 Project Number: K47810DA.S.WW.700 Report Date: 12/14/23 REFERENCES 44 Methods for the Determination of Inorganic Substances in Environmental Samples, EPA/600/R-93/100, August 1993. 121 Standard Methods for the Examination of Water and Wastewater. APHA-AWWA-WEF Standard Methods Online. 140 Method 1664,Revision B: N -Hexane Extractable Material (HEM; Oil & Grease) and Silica Gel Treated N -Hexane Extractable Material (SGT -HEM; Non -polar Material) by Extraction and Gravimetry, EPA -821-R-10-001, February 2010. LIMITATION OF LIABILITIES Alpha Analytical performs services with reasonable care and diligence normal to the analytical testing laboratory industry. In the event of an error, the sole and exclusive responsibility of Alpha Analytical shall be to re -perform the work at it's own expense. In no event shall Alpha Analytical be held liable for any incidental, consequential or special damages, including but not limited to, damages in any way connected with the use of, interpretation of, information or analysis provided by Alpha Analytical. We strongly urge our clients to comply with EPA protocol regarding sample volume, preservation, cooling, containers, sampling procedures, holding time and splitting of samples in the field. IA Page 18 of 20 Alpha Analytical, Inc. Facility: Company -wide Department: Quality Assurance Title: Certificate/Ai_I:roval Program Summarw Certification Information The following analytes are not included in our Primary NELAP Scope of Accreditation: Serial—No: 12142314:47 ID No.:17873 Revision 20 Published Date: 6/16/2023 4:52:28 PM Pa:e e 1 of 1 Westborough Facility EPA 624.1: m/p-xylene, o -xylene, Naphthalene EPA 625.1: alpha -Terpineol EPA 8260D: NPW: 1,2,4,5-Tetramethylbenzene; 4-Ethyltoluene, Azobenzene; SCM: lodomethane (methyl iodide), 1,2,4,5-Tetramethylbenzene; 4- Ethyltoluene. EPA 8270E: NPW: Dimethylnaphthalene,1,4-Diphenylhydrazine, alpha -Terpineol; SCM: Dimethylnaphthalene,1,4-Diphenylhydrazine. SM4500: NPW: Amenable Cyanide; SCM: Total Phosphorus, TKN, NO2, NO3. Mansfield Facility SM 254OD: TSS. EPA TO -15: Halothane, 2,4,4-Trimethyl-2-pentene, 2,4,4-Trimethyl-l-pentene, Thiophene, 2-Methylthiophene, 3-Methylthiophene, 2-Ethylthiophene, 1,2,3-Trimethylbenzene, Indan, Indene, 1,2,4,5-Tetramethylbenzene, Benzothiophene, 1 -Methylnaphthalene. Biological Tissue Matrix: EPA 3050B The following analytes are included in our Massachusetts DEP Scope of Accreditation Westborough Facility: Drinking Water EPA 300.0: Chloride, Nitrate -N, Fluoride, Sulfate; EPA 353.2: Nitrate -N, Nitrite -N; SM4500NO3-F: Nitrate -N, Nitrite -N; SM4500F-C, SM4500CN-CE, EPA 180.1, SM2130B, SM4500CI-D, SM2320B, SM2540C, SM4500H-B, SM450ONO2-B EPA 524.2: THMs and VOCs; EPA 504.1: EDB, DBCP. Microbiology: SM9215B; SM9223-P/A, SM9223B-Colilert-QT,SM9222D. Non -Potable Water SM4500H,B, EPA 120.1, SM2510B, SM2540C, SM2320B, SM4500CL-E, SM4500F-BC, SM4500NH3-BH: Ammonia -N and Kjeldahl -N, EPA 350.1: Ammonia -N, LACHAT 10-107-06-1-B: Ammonia -N, EPA 351.1, SM4500NO3-F, EPA 353.2: Nitrate -N, SM4500P-E, SM4500P-B, E, SM4500SO4-E, SM5220D, EPA 410.4, SM5210B, SM5310C, SM4500CL-D, EPA 1664, EPA 420.1, SM4500-CN-CE, SM2540D, EPA 300: Chloride, Sulfate, Nitrate. EPA 624.1: Volatile Halocarbons $ Aromatics, EPA 608.3: Chlordane, Toxaphene, Aldrin, alpha -BHC, beta -BHC, gamma -BHC, delta -BHC, Dieldrin, DDD, DDE, DDT, Endosulfan I, Endosulfan II, Endosulfan sulfate, Endrin, Endrin Aldehyde, Heptachlor, Heptachlor Epoxide, PCBs EPA 625.1: SVOC (Acid/Base/Neutral Extractables). Microbiology: SM9223B-Colilert-QT; Enterolert-QT, SM9221E, EPA 1600, EPA 1603, SM9222D. Mansfield Facility: Drinking Water EPA 200.7: Al, Ba, Cd, Cr, Cu, Fe, Mn, Ni, Na, Ag, Ca, Zn. EPA 200.8: Al, Sb, As, Ba, Be, Cd, Cr, Cu, Pb, Mn, Ni, Se, Ag, TL, Zn. EPA 245.1 Hg. EPA 522, EPA 537.1. Non -Potable Water EPA 200.7: Al, Sb, As, Be, Cd, Ca, Cr, Co, Cu, Fe, Pb, Mg, Mn, Mo, Ni, K, Se, Ag, Na, Sr, TL, Ti, V, Zn. EPA 200.8: Al, Sb, As, Be, Cd, Cr, Cu, Fe, Pb, Mn, Ni, K, Se, Ag, Na, TL, Zn. EPA 245.1 Hg. SM2340B For a complete listing of analytes and methods, please contact your Alpha Project Manager Document Type: Form Page 19 of 20 Pre-Qualtrax Document ID: 08-113 CHAIN OF CUSTODY llProject Pane 1 Of 1 . ri b _ ram w r Information V;;;bwauph. MA MuwsftK MA tDjectart5e, Pteasrrnrt t3sy TEi° F0849e19¢2Q TEL 506-w44Q 3 1,100 ww �.►X' x w�e�MJ r+SY 9*M-W" 13001 WW Client Information - Project Location° Bilawater, MA Client 8ennetk Environri►en181 Associates C;+rr t#; K47B100A.S.VVIN-700 Add_rew 1573 Main Street Name. ManarLe:So th -i � Brewster MA 02631 ALP14A C udn it Phone:5Qs-t3W1705 Turn—Around Time FSJC 500-SW5109 _ Star4ard © Sh (ONLY F PRE-APPROVM Email: sfsrrenkor.IgNSUVWater c m © TNiSe iam@Fd! halve Pfel'iO4t#lY OR➢rYzed aY r a DueDate,, Time: Other Project Specillio Requirements/CarmmerrisJOetection Limits.- ALPHA imits. ALPHA luS�f ED SatnpJe It? Ob Ufa 0*) lrtfluent Page 20 of 20 Serial Nol2142314:47 Re vort Information Data Deliverables Billing Information T W4FAX MAIL��� . DDkS Regulatory Re WromentsiReport Limits Collection Semple i SamPWS tante I Thne hletnk I Inilfals I 0 300 ww 3 1,100 ww 13001 WW Container Type .' P P P I P A PrBSWVStW G D a t3 I liallstrJme F J SAMPLE #pW DUNG F#hudw 0 bane 0 Not Nesm 0 tAbtodo ptimeNafto © 8a►rade tP%.are+vet*r eekfowJ cmne�Nr�c 3 P 91 b � - Pweue yrW deeHY. >�N aw=rows*, SCM ,—r*bow ktand Ro=ved By' rme bmwaund mna ckm* va FM >q[ri taMA yM' irnb duWsw ntearrerr. AN =no" W2 1222 wFrmiNad w wbiaCt fn +may Paymem Tome z Container Type .' P P P I P A PrBSWVStW G D a t3 I liallstrJme F J SAMPLE #pW DUNG F#hudw 0 bane 0 Not Nesm 0 tAbtodo ptimeNafto © 8a►rade tP%.are+vet*r eekfowJ cmne�Nr�c 3 P 91 b � - Pweue yrW deeHY. >�N aw=rows*, SCM ,—r*bow ktand Ro=ved By' rme bmwaund mna ckm* va FM >q[ri taMA yM' irnb duWsw ntearrerr. AN =no" W2 1222 wFrmiNad w wbiaCt fn +may Paymem Tome ALPHA A NA LY\T) CAL ANALYTICAL REPORT Lab Number: L2373650 Client: Bennett Environmental Associates 1573 Main Street Brewster, MA 02631 ATTN: Samantha Farrenkopf Phone: (508) 896-1706 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Report Date: 12/26/23 Serial—No: 12262316:43 The original project report/data package is held by Alpha Analytical. This report/data package is paginated and should be reproduced only in its entirety. Alpha Analytical holds no responsibility for results and/or data that are not consistent with the original. Certifications & Approvals: MA (M-MA086), NH NELAP (2064), CT (PH -0826), IL (200077), IN (C -MA -03), KY (KY98045), ME (MA00086), MD (348), NJ (MA935), NY (11148), NC (25700/666), OH (CL108), OR (MA -1316), PA (68-03671), RI (LA000065), TX (T104704476), VT (VT -0935), VA (460195), USDA (Permit #525-23-122-91930). Eight Walkup Drive, Westborough, MA 01581-1019 508-898-9220 (Fax) 508-898-9193 800-624-9220 - www.alphalab.com ' A Page 1 of 19 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Serial—No: 12262316:43 Lab Number: L2373650 Report Date: 12/26/23 Alpha Sample Collection Sample ID Client ID Matrix Location Date/Time L2373650-01 UG -1 WATER BREWSTER, MA 12/13/23 13:40 L2373650-02 DG -1 WATER BREWSTER, MA 12/13/23 14:00 L2373650-03 DG -2 WATER BREWSTER, MA 12/13/23 14:20 L2373650-04 DG -4 WATER BREWSTER, MA 12/13/23 13:50 Page 2 of 19 Receive Date 12/13/23 12/13/23 12/13/23 12/13/23 Serial—No: 12262316:43 Project Name: PLEASANT BAY Lab Number: L2373650 Project Number: K47810DA.S.WW.700 Report Date: 12/26/23 Case Narrative The samples were received in accordance with the Chain of Custody and no significant deviations were encountered during the preparation or analysis unless otherwise noted. Sample Receipt, Container Information, and the Chain of Custody are located at the back of the report. Results contained within this report relate only to the samples submitted under this Alpha Lab Number and meet NELAP requirements for all NELAP accredited parameters unless otherwise noted in the following narrative. The data presented in this report is organized by parameter (i.e. VOC, SVOC, etc.). Sample specific Quality Control data (i.e. Surrogate Spike Recovery) is reported at the end of the target analyte list for each individual sample, followed by the Laboratory Batch Quality Control at the end of each parameter. Tentatively Identified Compounds (TICs), if requested, are reported for compounds identified to be present and are not part of the method/program Target Compound List, even if only a subset of the TCL are being reported. If a sample was re -analyzed or re -extracted due to a required quality control corrective action and if both sets of data are reported, the Laboratory ID of the re -analysis or re -extraction is designated with an "R" or "RE", respectively. When multiple Batch Quality Control elements are reported (e.g. more than one LCS), the associated samples for each element are noted in the grey shaded header line of each data table. Any Laboratory Batch, Sample Specific % recovery or RPD value that is outside the listed Acceptance Criteria is bolded in the report. In reference to questions H (CAM) or 4 (RCP) when "NO" is checked, the performance criteria for CAM and RCP methods allow for some quality control failures to occur and still be within method compliance. In these instances, the specific failure is not narrated but noted in the associated QC Outlier Summary Report, located directly after the Case Narrative. QC information is also incorporated in the Data Usability Assessment table (Format 11) of our Data Merger tool, where it can be reviewed in conjunction with the sample result, associated regulatory criteria and any associated data usability implications. Soil/sediments, solids and tissues are reported on a dry weight basis unless otherwise noted. Definitions of all data qualifiers and acronyms used in this report are provided in the Glossary located at the back of the report. HOLD POLICY - For samples submitted on hold, Alpha's policy is to hold samples (with the exception of Air canisters) free of charge for 21 calendar days from the date the project is completed. After 21 calendar days, we will dispose of all samples submitted including those put on hold unless you have contacted your Alpha Project Manager and made arrangements for Alpha to continue to hold the samples. Air canisters will be disposed after 3 business days from the date the project is completed. Please contact Project Management at 800-624-9220 with any questions. I, the undersigned, attest under the pains and penalties of perjury that, to the best of my knowledge and belief and based upon my personal inquiry of those responsible for providing the information contained in this analytical report, such information is accurate and complete. This certificate of analysis is not complete unless this page accompanies any and all pages of this report. ��-Tiffani Morrissey Authorized Signature: Title: Technical Director/Representative Page 3of19 Date: 12/26/23 INORGANICS 91 MISCELLANEOUS Page 4 of 19 Serial—No: 12262316:43 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Lab ID: L237365O-01 - 12/14/23 06:22 Client ID: UG -1 0.10 Sample Location: BREWSTER, MA 44,353.2 Sample Depth: 0.300 1 Matrix: Water JRO Parameter Result Qualifier Units General Chemistry - Westborough Lab EYA Nitrogen, Nitrite ND mg/l Nitrogen, Nitrate 1.7 mg/I Nitrogen, Total Kjeldahl ND mg/l Phosphorus, Total 0.104 mg/I Phosphorus, Orthophosphate 0.051 mg/l Page 5 of 19 SAMPLE RESULTS Serial—No: 12262316:43 Lab Number: L2373650 Report Date: 12/26/23 Date Collected: 12/13/23 13:40 Date Received: 12/13/23 Field Prep: Not Specified Dilution Date RL MDL Factor Prepared Date Analytical Analyzed Method Analyst 0.050 1 - 12/14/23 06:22 44,353.2 KAF 0.10 1 12/14/23 06:22 44,353.2 KAF 0.300 1 12/25/2312:50 12/26/2314:22 121,4500NH3-H JRO 0.010 1 12/19/2310:16 12/19/2313:48 121,4500P -E EYA 0.005 1 - 12/14/23 01:44 121,4500P -E CAR Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Lab ID: L2373650-02 KAF Client ID: DG -1 KAF Sample Location: BREWSTER, MA JRO Sample Depth: 121,4500P -E EYA Matrix: Water CAR Parameter Result Qualifier Units General Chemistry Westborough Lab Nitrogen, Nitrite ND mg/l Nitrogen, Nitrate 4.7 mg/l Nitrogen, Total Kjeldahl ND mg/l Phosphorus, Total 0.804 mg/l Phosphorus, Orthophosphate 0.005 mg/I Page 6 of 19 SAMPLE RESULTS RL Serial—No: 12262316:43 Lab Number: L2373650 Report Date: 12/26/23 Date Collected: 12/13/23 14:00 Date Received: 12/13/23 Field Prep: Not Specified Dilution Date Date Analytical MDL Factor Prepared Analyzed Method Analyst 0.050 0.10 — 0.300 0.010 0.005 1 12/14/23 06:29 44,353.2 KAF 1 - 12/14/23 06:29 44,353.2 KAF 1 12/25/2312:50 12/26/2314:25 121,4500NH3-H JRO 1 12/19/2310:16 12/19/2313:49 121,4500P -E EYA 1 - 12/14/23 01:46 121,4500P -E CAR Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Lab ID: L2373650-03 44,353.2 Client ID: DG -2 12/14/23 06:30 Sample Location: BREWSTER, MA 1 Sample Depth: 121,4500NH3-H JRO Matrix: Water 121,4500P -E Parameter Result Qualifier Units General Chemistry Westborough Lab CAR Nitrogen, Nitrite ND mg/I Nitrogen, Nitrate 1.3 mg/I Nitrogen, Total Kjeldahl ND mg/l Phosphorus, Total 0.038 mg/l Phosphorus, Orthophosphate ND mg/I Page 7 of 19 SAMPLE RESULTS Serial—No: 12262316:43 Lab Number: L2373650 Report Date: 12/26/23 Date Collected: 12/13/23 14:20 Date Received: 12/13/23 Field Prep: Not Specified Dilution Data Date Analytical RL MDL Factor Prepared Analyzed Method Analyst 0.050 0.10 0.300 0.005 -- 1 12/14/23 06:30 44,353.2 KAF -- 1 12/14/23 06:30 44,353.2 KAF 1 12/2512312:50 12/26/2314:26 121,4500NH3-H JRO 1 12/19/2310:16 12/19/2313:50 121,4500P -E EYA 1 - 12/14/23 01:46 121,4500P -E CAR Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 SAMPLE RESULTS Lab ID: L2373650-04 Client ID: DG -4 Sample Location: BREWSTER, MA Sample Depth: Matrix: Water Parameter Result Qualifier Units RL General Chemistry - Westborough Lab Serial—No: 12262316:43 Lab Number: L2373650 Report Date: 12/26/23 Date Collected: 12/13/23 13:50 Date Received: 12/13/23 Field Prep: Not Specified Dilution Date Date Analytical MDL Factor Prepared Analyzed Method Analyst Nitrogen, Nitrite ND mg/I 0.050 Nitrogen, Nitrate 2.5 mg/I 0.10 Nitrogen, Total Kjeldahl ND mg/I 0.300 Phosphorus, Total 2.20 mg/I 0.050 Phosphorus, Orthophosphate 1.76 mg/I 0.010 Page 8 of 19 1 12/14/23 06:31 44,353.2 KAF 1 12/14/23 06:31 44,353.2 KAF 1 12/25/2312:50 12/26/2314:26 121,4500NH3-H JRO 5 12/19/2310:16 12/19/2314:24 121,4500P -E EYA 2 - 12/14/23 01:47 121,4500P -E CAR Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Method Blank Analysis Batch Quality Control Serial No:12262316:43 Lab Number: L2373650 Report Date: 12/26/23 /L11:�FiA Page 9 of 19 Analyst KAF KAF CAR EYA JRO Dilution Date Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method General Chemistry - Westborough Lab for sample(s): 01-04 Batch: WG1863728-1 - Nitrogen, Nitrite ND mg/I 0.050 1 - 12/14/23 02:54 44,353.2 General Chemistry - Westborough Lab for sample(s): 01-04 Batch: WG1863732-1 Nitrogen, Nitrate ND mg/I 0.10 1 12/14/23 03:02 44,353.2 General Chemistry - Westborough Lab for sample(s): 01-04 Batch: WG1863739-1 Phosphorus, Orthophosphate ND mg/I 0.005 1 - 12/14/23 01:37 121,4500P -E General Chemistry - Westborough Lab for sample(s): 01-04 Batch: WG1865652-1 _ Phosphorus, Total ND mg/I 0.010 1 12/19/23 10:16 12/19/23 13:34 121,4500P -E General Chemistry -Westborough Lab for sample(s): 01-04 Batch: WG1867954-1 Nitrogen, Total Kjeldahl ND mg/l 0.300 1 12/25/23 12:50 12/26/23 14:01 121,4500NH3-H /L11:�FiA Page 9 of 19 Analyst KAF KAF CAR EYA JRO Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Serial -No: 12262316:43 Lab Control Sample Analysis Batch Quality Control Lab Number: L2373650 Report Date: 12/26/23 LCS LCSD %Recovery Parameter %Recovery Qual %Recovery Qual Limits RPD Qual RPD Limits General Chemistry - Westborough Lab Associated sample(s): 01-04 Batch: WG 1863728-2 - - - Nitrogen, Nitrite 90-110 20 General Chemistry - Westborough Lab Associated sample(s): 01-04 Batch: WG 1863732-2 - -- - Nitrogen, Nitrate 90-110 General Chemistry -Westborough Lab Associated sample(s): 01-04 Batch: WG1863739-2 — - - Phosphorus, Orthophosphate 90-110 General Chemistry -Westborough Lab Associated sample(s): 01-04 Batch: WG1865652-2 Phosphorus, Total 80-120 General Chemistry - Westborough Lab Associated sample(s): 01-04 Batch: WG1867954-2 Nitrogen, Total ICeldahl 104 - 78-122 Page 10 of 19 Serial—No: 12262316:43 Matrix Spike Analysis Project Name: PLEASANT BAY Batch Quality Control Lab Number: L2373650 Project Number: K47810DA.S.WW.700 Report Date: 12/26/23 Native MS MS MS MSD MSD Recovery RPD Parameter Sample Added Found %Recovery Qual Found %Recovery Qual Limits RPD Qual Limits General Chemistry -Westborough Lab Associated sample(s): 01-04 QC Batch ID: WG1863728-4 QC Sample: L2373650-01 Client ID: UG -1 Nitrogen, Nitrite ND 4 4.2 80-120 20 General Chemistry -Westborough Lab Associated sample(s): 01-04 QC Batch ID: WG1863732-4 QC Sample: L2373650-01 Client ID: UG -1 Nitrogen, Nitrate 1.7 4 5.8 102 83-113 6 — General Chemistry -Westborough Lab Associated sample(s): 01-04 QC Batch ID: WG1863739-4 QC Sample: L2373647-01 Client ID: MS Sample Phosphorus, Orthophosphate 0.959 2.5 3.42 80-120 20 General Chemistry -Westborough Lab Associated sample(s): 01-04 QC Batch ID: WG1865652-4 QC Sample: L2373702-04 Client ID: MS Sample Phosphorus, Total 0.044 0.5 0.537 75-125 20 General Chemistry -Westborough Lab Associated sample(s): 01-04 QC—Batch-lb: WG1867954-4 QC Sample: L2373650-01 Client ID: UG -1 Nitrogen, Total Kjeldahl ND 8 7.98 100 77-111 24 Page 11 of 19 ���;A Serial—No: 12262316:43 Lab Duplicate Analysis Project Name: PLEASANT BAY Batch Quality Control Lab Number: L2373650 Project Number: K47810DA.S.WW.700 Report Date: 12/26/23 Parameter _ _ _ Native Sam r)le _ DuMicate SamMe Units RPD Qual RPD Limits General Chemistry - Westborough Lab Associated sample(s): 01-04 QC Batch ID: WG1863728-3 QC Sample: L2373650-01 Client ID: UG -1 Nitrogen, Nitrite ND ND mg/l 20 General Chemistry - Westborough Lab Associated sample(s): 01-04 QC Batch ID: WG1863732-3 QC Sample: L2373-650-01 Client ID: UG -1 Nitrogen, Nitrate 1.7 1.8 mg/I 6 General Chemistry - Westborough Lab Associated sample(s): 01-04 QC Batch ID: WG1863739-3 QC Sample: L2373647-01 Client ID: DUP Sample Phosphorus, Orthophosphate 0.959 0.992 mg/I 20 General Chemistry -Westborough Lab Associated sample(s): 01-04 QC Batch ID: WG1865652-3 QC Sample: L2373702-04 Client ID: DUP Sample Phosphorus, Total 0.044 0.046 mg/l 20 General Chemistry -Westborough Lab Associated sample(s): 01-04 QC Batch ID: WG1867954-3 QC Sample: L2373650-01 Client ID: UG -1 Nitrogen, Total Kjeldahl ND ND mg/l NC 24 Page 12 of 19 w Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Were project specific reporting limits specified? Cooler Information Cooler Custody Seal A Absent Container Information Container ID Container Type L2373650 -01A Plastic 250ml unpreserved L2373650 -01B Plastic 500ml H2SO4 preserved L2373650 -02A Plastic 250ml unpreserved L2373650 -02B Plastic 500mi H2SO4 preserved L2373650 -03A Plastic 250ml unpreserved L2373650 -03B Plastic 500ml H2SO4 preserved L2373650 -04A Plastic 250ml unpreserved L2373650 -04B Plastic 500ml H2SO4 preserved Sample Receipt and Container Information YES Frozen Date/Time Page 13 of 19 *Values in parentheses indicate holding time in days Serial—No: 12262316:43 Lab Number: L2373650 Report Date: 12/26/23 Analysis(*) OPHOS-4500(2), NO2-353(2),NO3-353(2) TK N-4500 (28),TP H OS -4500 (28) OPHOS-4500(2), NO2-353(2), NO3-353(2) TKN-4500 (28), T P H OS -4500 (28) OPHOS4500(2),NO2-353(2), NO3-353(2) TKN4500 (28), TP H O S-4500 (28) OPHOS-4500(2), NO2-353(2), NO3-353(2) TKN4500(28),TPH OS -4500(28) initial Final Temp Cooler pH pH deg C Pres Seal A 7 7 2.6 Y Absent A <2 <2 2.6 Y Absent A 7 7 2.6 Y Absent A <2 <2 2.6 Y Absent A 7 7 2.6 Y Absent A <2 <2 2.6 Y Absent A 7 7 2.6 Y Absent A <2 <2 2.6 Y Absent Frozen Date/Time Page 13 of 19 *Values in parentheses indicate holding time in days Serial—No: 12262316:43 Lab Number: L2373650 Report Date: 12/26/23 Analysis(*) OPHOS-4500(2), NO2-353(2),NO3-353(2) TK N-4500 (28),TP H OS -4500 (28) OPHOS-4500(2), NO2-353(2), NO3-353(2) TKN-4500 (28), T P H OS -4500 (28) OPHOS4500(2),NO2-353(2), NO3-353(2) TKN4500 (28), TP H O S-4500 (28) OPHOS-4500(2), NO2-353(2), NO3-353(2) TKN4500(28),TPH OS -4500(28) Serial—No: 12262316:43 Project Name: PLEASANT BAY Lab Number: L2373650 Project Number: K47810DA.S.WW.700 Report Date: 12/26/23 GLOSSARY Acronyms DL Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the limit of quantitation (LOQ). The DL includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) EDL Estimated Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the reporting limit (RL). The EDL includes any adjustments from dilutions, concentrations or moisture content, where applicable. The use of EDLs is specific to the analysis of PAHs using Solid -Phase Microextraction (SPME). EMPC Estimated Maximum Possible Concentration: The concentration that results from the signal present at the retention time of an analyte when the ions meet all of the identification criteria except the ion abundance ratio criteria. An EMPC is a worst-case estimate of the concentration. EPA Environmental Protection Agency. LCS Laboratory Control Sample: A sample matrix, free from the analytes of interest, spiked with verified known amounts of analytes or a material containing known and verified amounts of analytes. LCSD Laboratory Control Sample Duplicate: Refer to LCS. LFB Laboratory Fortified Blank: A sample matrix, free from the analytes of interest, spiked with verified known amounts of analytes or a material containing known and verified amounts of analytes. LOD Limit of Detection: This value represents the level to which a target analyte can reliably be detected for a specific analyte in a specific matrix by a specific method. The LOD includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) LOQ Limit of Quantitation: The value at which an instrument can accurately measure an analyte at a specific concentration. The LOQ includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) Limit of Quantitation: The value at which an instrument can accurately measure an analyte at a specific concentration. The LOQ includes any adjustments from dilutions, concentrations or moisture content, where applicable. (DoD report formats only.) MDL Method Detection Limit: This value represents the level to which target analyte concentrations are reported as estimated values, when those target analyte concentrations are quantified below the reporting limit (RL). The MDL includes any adjustments from dilutions, concentrations or moisture content, where applicable. MS Matrix Spike Sample: A sample prepared by adding a known mass of target analyte to a specified amount of matrix sample for which an independent estimate of target analyte concentration is available. For Method 332.0, the spike recovery is calculated using the native concentration, including estimated values. MSD Matrix Spike Sample Duplicate: Refer to MS. NA Not Applicable. NC Not Calculated: Term is utilized when one or more of the results utilized in the calculation are non -detect at the parameter's reporting unit. NDPA/DPA - N-Nitrosodiphenylamine/Diphenylamine. NI Not Ignitable. NP - Non -Plastic: Term is utilized for the analysis of Atterberg Limits in soil. NR No Results: Term is utilized when'No Target Compounds Requested' is reported for the analysis of Volatile or Semivolatile Organic TIC only requests. RL Reporting Limit: The value at which an instrument can accurately measure an analyte at a specific concentration. The RL includes any adjustments from dilutions, concentrations or moisture content, where applicable. RPD Relative Percent Difference: The results from matrix and/or matrix spike duplicates are primarily designed to assess the precision of analytical results in a given matrix and are expressed as relative percent difference (RPD). Values which are less than five times the reporting limit for any individual parameter are evaluated by utilizing the absolute difference between the values; although the RPD value will be provided in the report. SRM Standard Reference Material: A reference sample of a known or certified value that is of the same or similar matrix as the associated field samples. STLP Semi -dynamic Tank Leaching Procedure per EPA Method 1315. TEF Toxic Equivalency Factors: The values assigned to each dioxin and furan to evaluate their toxicity relative to 2,3,7,8-TCDD. TEQ Toxic Equivalent: The measure of a sample's toxicity derived by multiplying each dioxin and furan by its corresponding TEF and then summing the resulting values. TIC Tentatively Identified Compound: A compound that has been identified to be present and is not part of the target compound list (TCL) for the method and/or program. All TICS are qualitatively identified and reported as estimated concentrations. ReportFormat: Data Usability Report Page 14 of 19 Serial No:12262316:43 Project Name: PLEASANT BAY Lab Number: L2373650 Project Number: K47810DA.S.WW.700 Report Date: 12/26/23 Footnotes 1 The reference for this analyte should be considered modified since this analyte is absent from the target analyte list of the original method. Terms Analytical Method: Both the document from which the method originates and the analytical reference method. (Example: EPA 8260B is shown as 1,8260B.) The codes for the reference method documents are provided in the References section of the Addendum. Chlordane: The target compound Chlordane (CAS No. 57-74-9) is reported for GC ECD analyses. Per EPA,this compound "refers to a mixture of chlordane isomers, other chlorinated hydrocarbons and numerous other components." (Reference: USEPA Toxicological Review of Chlordane, In Support of Summary Information on the Integrated Risk Information System (IRIS), December 1997.) Difference: With respect to Total Oxidizable Precursor (TOP) Assay analysis, the difference is defined as the Post -Treatment value minus the Pre -Treatment value. Final pH: As it pertains to Sample Receipt & Container Information section of the report, Final pH reflects pH of container determined after adjustment at the laboratory, if applicable. If no adjustment required, value reflects Initial pH. Frozen Date/Time: With respect to Volatile Organics in soil, Frozen Date/Time reflects the date/time at which associated Reagent Water - preserved vials were initially frozen. Note: If frozen date/time is beyond 48 hours from sample collection, value will be reflected in'bold'. Gasoline Range Organics (GRO): Gasoline Range Organics (GRO) results include all chromatographic peaks eluting from Methyl tert butyl ether through Naphthalene, with the exception of GRO analysis in support of State of Ohio programs, which includes all chromatographic peaks eluting from Hexane through Dodecane. Initial pH: As it pertains to Sample Receipt & Container Information section of the report, Initial pH reflects pH of container determined upon receipt, if applicable. PAH Total: With respect to Alkylated PAH analyses, the 'PAHs, Total' result is defined as the summation of results for all or a subset of the following compounds: Naphthalene, C1-C4 Naphthalenes, 2 -Methylnaphthalene, 1 -Methylnaphthalene, Biphenyl, Acenaphthylene, Acenaphthene, Fluorene, C1-C3 Fluorenes, Phenanthrene, C1-C4 Phenanthrenes/Anthracenes, Anthracene, Fluoranthene, Pyrene, Cl -C4 Fluoranthenes/Pyrenes, Benz(a)anthracene, Chrysene, CI -C4 Chrysenes, Benzo(b)fluoranthene, Benzoo)+(k)fluoranthene, Benzo(e)pyrene, Benzo(a)pyrene, Perylene, Indeno(1,2,3-cd)pyrene, Dibenz(ah)+(ac)anthracene, Benzo(g,h,i)perylene. If a'Total' result is requested, the results of its individual components will also be reported. PEAS Total: With respect to PFAS analyses, the'PFAS, Total (5)' result is defined as the summation of results for: PFHpA, PFHxS, PFOA, PFNA and PFOS. In addition, the'PFAS, Total (6)' result is defined as the summation of results for: PFHpA, PFHxS, PFOA, PFNA, PFDA and PFOS. For MassDEP DW compliance analysis only, the'PFAS, Total (6)' result is defined as the summation of results at or above the RL. Note: If a'Total' result is requested, the results of its individual components will also be reported. Total: With respect to Organic analyses, a'Total' result is defined as the summation of results for individual isomers or Aroclors. If a'Total' result is requested, the results of its individual components will also be reported. This is applicable to 'Total' results for methods 8260, 8081 and 8082. Data Qualifiers A Spectra identified as "Aldol Condensates" are byproducts of the extraction/concentration procedures when acetone is introduced in the process. B The analyte was detected above the reporting limit in the associated method blank. Flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank. For MCP -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank. For DOD -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte at less than ten times (10x) the concentration found in the blank AND the analyte was detected above one-half the reporting limit (or above the reporting limit for common lab contaminants) in the associated method blank. For NJ - Air -related projects, flag only applies to associated field samples that have detectable concentrations of the analyte above the reporting limit. For NJ -related projects (excluding Air), flag only applies to associated field samples that have detectable concentrations of the analyte, which was detected above the reporting limit in the associated method blank or above five times the reporting limit for common lab contaminants (Phthalates, Acetone, Methylene Chloride, 2-Butanone). C Co -elution: The target analyte co -elutes with a known lab standard (i.e. surrogate, internal standards, etc.) for co -extracted analyses. D Concentration of analyte was quantified from diluted analysis. Flag only applies to field samples that have detectable concentrations of the analyte. E Concentration of analyte exceeds the range of the calibration curve and/or linear range of the instrument. F The ratio of quantifier ion response to qualifier ion response falls outside of the laboratory criteria. Results are considered to be an estimated maximum concentration. G The concentration may be biased high due to matrix interferences (i.e, co -elution) with non -target compound(s). The result should be considered estimated. H The analysis of pH was performed beyond the regulatory -required holding time of 15 minutes from the time of sample collection. I The lower value for the two columns has been reported due to obvious interference. J Estimated value. This represents an estimated concentration for Tentatively Identified Compounds (TICS). M Reporting Limit (RL) exceeds the MCP CAM Reporting Limit for this analyte. Report Format: Data Usability Report Page 15 of 19 Project Name: PLEASANT BAY Project Number: K47810DA.S.WW.700 Serial No:12262316:43 Lab Number: L2373650 Report Date: 12/26/23 Data Quaiiffers ND Not detected at the reporting limit (RL) for the sample. NJ Presumptive evidence of compound. This represents an estimated concentration for Tentatively Identified Compounds (TICS), where the identification is based on a mass spectral library search. P The RPD between the results for the two columns exceeds the method -specified criteria. Q -The quality control sample exceeds the associated acceptance criteria. For DOD -related projects, LCS and/or Continuing Calibration Standard exceedences are also qualified on all associated sample results. Note: This flag is not applicable for matrix spike recoveries when the sample concentration is greater than 4x the spike added or for batch duplicate RPD when the sample concentrations are less than 5x the RL. (Metals only.) R Analytical results are from sample re -analysis. RE Analytical results are from sample re -extraction. S Analytical results are from modified screening analysis. V The surrogate associated with this target analyte has a recovery outside the QC acceptance limits. (Applicable to MassDEP DW Compliance samples only.) Z The batch matrix spike and/or duplicate associated with this target analyte has a recovery/RPD outside the QC acceptance limits. (Applicable to MassDEP DW Compliance samples only.) ReportFormat: Data Usability Report Page 16 of 19 Serial—No: 12262316:43 Project Name: PLEASANT BAY Lab Number: L2373650 Project Number: K47810DA.S.WW.700 Report Date: 12/26/23 REFERENCES 44 Methods for the Determination of Inorganic Substances in Environmental Samples, EPA/600/R-93/100, August 1993. 121 Standard Methods for the Examination of Water and Wastewater. APHA-AWWA-WEF. Standard Methods Online. LIMITATION OF LIABILITIES Alpha Analytical performs services with reasonable care and diligence normal to the analytical testing laboratory industry. In the event of an error, the sole and exclusive responsibility of Alpha Analytical shall be to re -perform the work at it's own expense. In no event shall Alpha Analytical be held liable for any incidental, consequential or special damages, including but not limited to, damages in any way connected with the use of, interpretation of, information or analysis provided by Alpha Analytical. We strongly urge our clients to comply with EPA protocol regarding sample volume, preservation, cooling, containers, sampling procedures, holding time and splitting of samples in the field. Page 17 of 19 Alpha Analytical, Inc. Facility: Company -wide Department: Quality Assurance Title: Certificate/Approval Program Summar Certification Information The following analytes are not included in our Primary NELAP Scope of Accreditation: Serial_No:12262316:43 ID No.:17873 Revision 20 Published Date: 6/16/2023 4:52:28 PM Pare 1 of 1 Westborough Facility EPA 624.1: m/p-xylene, o -xylene, Naphthalene EPA 625.1: alpha -Terpineol EPA 8260D: NPW: 1,2,4,5-Tetramethylbenzene; 4-Ethyltoluene, Azobenzene; SCM: lodomethane (methyl iodide), 1,2,4,5-Tetramethylbenzene; 4- Ethyltoluene. EPA 8270E: NPW: Dimethylnaphthalene,1,4-Diphenylhydrazine, alpha -Terpineol; SCM: Dimethylnaphthalene,1,4-Diphenylhydrazine. SM4500: NPW: Amenable Cyanide; SCM: Total Phosphorus, TKN, NO2, NO3. Mansfield Facility SM 254OD: TSS. EPA TO -15: Halothane, 2,4,4-Trimethyl-2-pentene, 2,4,4-Trimethyl-1-pentene, Thiophene, 2-Methylthiophene, 3-Methylthiophene, 2-Ethylthiophene, 1,2,3-Trimethylbenzene, Indan, Indene, 1,2,4,5-Tetramethylbenzene, Benzothiophene, 1 -Methylnaphthalene. Biological Tissue Matrix: EPA 3050B The following analytes are included in our Massachusetts DEP Scope of Accreditation Westborough Facility: Drinking Water EPA 300.0: Chloride, Nitrate -N, Fluoride, Sulfate; EPA 353.2: Nitrate -N, Nitrite -N; SM4500NO3-F: Nitrate -N, Nitrite -N; SM4500F-C, SM4500CN-CE, EPA 180.1, SM2130B, SM4500CI-D, SM2320B, SM2540C, SM4500H-B, SM450ONO2-B EPA 524.2: THMs and VOCs; EPA 504.1: EDB, DBCP. Microbiology: SM9215B; SM9223-P/A, SM9223B-Colilert-QT,SM9222D. Non -Potable Water SM4500H,B, EPA 120.1, SM2510B, SM2540C, SM2320B, SM4500CL-E, SM4500F-BC, SM4500NH3-BH: Ammonia -N and Kjeldahl -N, EPA 350.1: Ammonia -N, L ACHAT 10-107-06-1-B: Ammonia -N, EPA 351.1, SM4500NO3-F, EPA 353.2: Nitrate -N, SM4500P-E, SM4500P-B, E, SM4500SO4-E, SM5220D, EPA 410.4, SM5210B, SM5310C, SM4500CL-D, EPA 1664, EPA 420.1, SM4500-CN-CE, SM2540D, EPA 300: Chloride, Sulfate, Nitrate. EPA 624.1: Volatile Halocarbons & Aromatics, EPA 608.3: Chlordane, Toxaphene, Aldrin, alpha -BHC, beta -BHC, gamma -BHC, delta -BHC, Dieldrin, DDD, DDE, DDT, Endosulfan I, Endosulfan II, Endosulfan sulfate, Endrin, Endrin Aldehyde, Heptachlor, Heptachlor Epoxide, PCBs EPA 625.1: SVOC (Acid/Base/Neutral Extractables). Microbiology: SM9223B-Colilert-QT; Enterolert-QT, SM9221E, EPA 1600, EPA 1603, SM9222D. Mansfield Facility: Drinking Water EPA 200.7: Al, Ba, Cd, Cr, Cu, Fe, Mn, Ni, Na, Ag, Ca, Zn. EPA 200.8: Al, Sb, As, Ba, Be, Cd, Cr, Cu, Pb, Mn, Ni, Se, Ag, TL, Zn. EPA 245.1 Hg, EPA 522, EPA 537.1. Non -Potable Water EPA 200.7: Al, Sb, As, Be, Cd, Ca, Cr, Co, Cu, Fe, Pb, Mg, Mn, Mo, Ni, K, Se, Ag, Na, Sr, TL, Ti, V, Zn. EPA 200.8: Al, Sb, As, Be, Cd, Cr, Cu, Fe, Pb, Mn, Ni, K, Se, Ag, Na, TL, Zn. EPA 245.1 Hg. SM2340B For a complete listing of analytes and methods, please contact your Alpha Project Manager. Document Type: Form Page 18 of 19 Pre-Qualtrax Document ID: 08-113 CHAIN OF CUSTODY! PA4 1 EW 1 tAgba Reed In u.a6: ts. 0 f i 17A Project Information Report Information Data Deliverable ftsHs matltt, SNA Manaltekl, MA � t�u4lAlt.. EL: EL:;i0"13a•S220 TEL:W"22-M Project NOMO: Plaasant Bad At}Ex 0 Add'3 f]elhrorablea ,u L.-A.M&4-93 =i4►'5:,�A3 PS z Informationlient P act Location: Brewster, ,MA 5rdt wF�errrP Adress. 3573 Mala Street P Manager Jase h Smiiftl •revrsLer MA 02631 ALP KA Qu pft W bone: 50&895-1706 , &XoB 60"96-5109 StBiidafCl RUSK (ONLY bFPRE-J4PP.tt{Ilrpl malt: sfarrenkopt NS1.1 fater.mn I mase aampks nave toren Previously WO/nd by Atom L Due Date: Tkne: Ither Project SpecifteR urremenWComrrlentslaetection Limits: LPHA lab 10 (La'b'Use Onfy) Page 19 of 19 Serial_No:12262316:43 ALPHA Job Same as Client Inco PO tx: 478100A,S �ritarie ! SAMPLE HANI iUMG Fwr:o&n 0 Uwe Ater waded 0 Limb lode pftswVaudip E3 Lab to do rP1MVW 41PQC* be" ft"k%spaoma �mn+ooas ' u i- t L i uu I u I L -_J V u r u LJ Li . I e Gontainer iyrre P P Preservahve 0ww e=* tl ren I Im1 .nd By: 17abarrtme, DaleMme 4mtlemosld Iftl'3CW will not C .urrbnd arty sibs &M JMoksd. AN rarnptms / . a esdera an* to �• _ mayAlpeie's PayrowTemm I ts. 0 ple Sample lA CotlerGor► SamN, Sampler's Q1 z z ah ? 0 GW Serial_No:12262316:43 ALPHA Job Same as Client Inco PO tx: 478100A,S �ritarie ! SAMPLE HANI iUMG Fwr:o&n 0 Uwe Ater waded 0 Limb lode pftswVaudip E3 Lab to do rP1MVW 41PQC* be" ft"k%spaoma �mn+ooas ' u i- t L i uu I u I L -_J V u r u LJ Li . I e Gontainer iyrre P P Preservahve 0ww e=* tl ren I Im1 .nd By: 17abarrtme, DaleMme 4mtlemosld Iftl'3CW will not C .urrbnd arty sibs &M JMoksd. AN rarnptms / . a esdera an* to �• _ mayAlpeie's PayrowTemm CC"ASTAL P engineering co. TECHNICAL SERVICES 260 Cranberry Highway Orleans, MA 02653 508.255.6511 P 508.255.6700 F Orleans I Sandwich I Nantucket coastalengineeringcompany.com To: Jacquelyn Linehan, Property Mgr. Date: King's Landing Apartments Via: 1200 South State Street Brewster, MA 02631 via email: jUnehanaaoahcommunities.com Subject: King's Landing Apartments 3 State Street Brewster, MA Permit #934-1 TRANSMITTAL 12/29/2023 Project No. WBR007.00 ®Email Pick up Certified Fed Ex Plans Copy of Letter OSpecifications ®Other We are sending the following items: Copies Date No. Description 1 11/2023 934-1 Daily Log Sheet 1 11/15/2023 934-1 Monthly Discharge Report w/Laboratory Test Results 1 11/01/2023 1 934-1 Monthly Monitoring Well Report (Field-tested Data) 1 12/29/2023 1 934-1 eDEP Electronic Receipt These are transmitted as checked below: for approval ®for your use ®as requested nfor review 6 comment El Remarks: Enclosed are the recent reporting forms for the wastewater treatment facility at the above -referenced location. Test results show high levels of Total Nitrogen that exceed the upper discharge limit (10 mg/L) due to levels of TKN. The average daily flow was approximately 10,471 gpd. If you have any questions regarding this report or the WWTF, please do not hesitate to contact us. cc: Brewster Board of Health By: Chad A. Simmons, WWTPO CC Commission Joe Henderson, Horsley Witten Group, Inc. (via email) AquaPoint.3 LLC NOTE: If enclosures are not as noted, please contact us at (508) 255-6511 260 Cranberry Highway, Orleans, MA 02653 508.255.6511 I roastalengineeringcompany.com Massachusetts Department of Environmental Protection 934 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. - ax identification Number DAILY LOG SHEET 2023 NOV DAILY 3. Sampling Month & Frequency C. Daily Readings/Analysis Information Date Effluent Reuse Irrigation Turbidity Influent pH Effluent Chlorine uv Flow GPD Flow GPD Flow GPD pH Residual Intensity (mg/1) (%) 1 10,887 6.91 7.51 2 9,430 j 6.97 7.74 �I 3 9,579 _ _ .6.93 7.63 4 9,597_ 5 9446 � J 11 6 10,216 6.94 7.70 � 7 10,565 _ •6.78 7.62 - 8 9,310 6.76 7.28 9 9,400 1� 6.81 7.66 10 9,117 6.83 7.92 11 12 9,649 11,013 r I 13 9,090 6.96 7.80 14 10,166 6.92 7.84 15 8,656 i 6.91 7.80 i 16 10,651 6.88 7.73 17 9,619 .a .- I 7.66 18 10,373 - ll 19 20 11,266 10,621 6.88 i 7.49 21 11,003 6.92 7.55 22 10,051 23 11,319 6.96 7.52 1 24 9,36 25 10,560 26 12,006 I 27 11,073 � 6.72 28 9,241 6.88 E 29 10,786 1 6.9730 10,326 � - 6.88 I -- - 31 gdpols.doc • rev 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 lMassachusetts Department of Environmental Protection 934 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit - 2. Tax identification Number DISCHARGE MONITORING REPORT 2023 QUARTERLY 4 3. Sampling Month & Frequency D. Contaminant Analysis Information • For "0", below detection limit, less than (<) value, or not detected, enter "ND" • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled 1. Parameter/Contaminant 2. Influent 3. Effluent 4. Effluent Method Units Detection limit TOTAL PHOSPHORUS AS P 6.61 10.005 MG/L ORTHO PHOSPHATE 6.10 0.005 MG/L infeffrp-blank.doc • rev. 09/15/15 Groundwater Permit Discharge Monitoring Report • Page 1 of 1 - -_ Massachusetts Department of Environmental Protection 934 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. -ax ioenntication Number DISCHARGE MONITORING REPORT — 2023 NOV MONTHLY l. 3. Sampling Month & Frequency D. Contaminant Analysis Information • For "0", below detection limit, less than (<) value, or not detected, enter "ND" • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled 1. Parameter/Contaminant 2. Influent 3. Effluent 4. Effluent Method Units Detection limit 13013 210 .. 20 5.0 MG/L TSS 120 I 7.8 5.0 MG/L TOTAL SOLIDS 420 MG/L AMMONIA -N 28.3 MG/L NITRATE -N 0.56 10.10 MG/L TOTAL NITROGEN(NO3+NO2+TKN) x13.35 0.050 MG/L OIL & GREASE ND 14.0 MG/L infeffrp-blank.doc • rev. 09/15/15 Groundwater Permit Discharge Monitoring Report • Page 1 of 1 --- - Massachusetts Department of Environmental Protection 1934 _ Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax identification Number MONITORING WELL DATA REPORT 2023 NOV MONTHLY I 3. Sampling Month & Frequency C. Contaminant Analysis Information • For "0", below detection limit, less than (<) value, or not detected, enter "ND" < • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled • DRY = Not enough water in well to sample. Parameter/Contaminant HW -1 HW -2 HW -3 HW -4 Units Well #: 1 Well #: 2 Well #: 3 Well #: 4 Well #: 5 Well #: 6 PH 6.05 S.U. STATIC WATER LEVEL 78.39 FEEr SPECIFIC CONDUCTANCE 780 UMHOS/C 6.11 5.78 86.70 _ I 81.72 1120 T 920 DRY _I DRY DRY mwdgwp-blank.doc • rev 09/15/15 Monitoring Well Data for Groundwater Permit • Page 1 of 1 I.NLFHA A NAL '= - ICAL ANALYTICAL REPORT Lab Number: L2367916 Client: Coastal Engineering Company 260 Cranberry Highway Route 6A Orleans, MA 02653 ATTN: Chad Simmons Phone: (508) 255-6511 Project Name: KINGS LANDING BREWSTER Project Number: WBR007.00 Report Date: 11/22/23 Serial—No: 11222315:45 The original project report/data package is held by Alpha Analytical. This report/data package is paginated and should be reproduced only in its entirety. Alpha Analytical holds no responsibility for results and/or data that are not consistent with the original. Certifications & Approvals: MA (M-MA086), NH NELAP (2064), CT (PH -0826), IL (200077), IN (C -MA -03), KY (KY98045), ME (MA00086), MD (348), NJ (MA935), NY (11148), NC (25700/666), OH (CL108), OR (MA -1316), PA (68-03671), RI (LA000065), TX (T104704476), VT (VT -0935), VA (460195), USDA (Permit #525-23-122-91930). Eight Walkup Drive, Westborough, MA 01581-1019 508-898-9220 (Fax) 508-898-9193 800-624-9220 - www.alphalab.com Page 1 of 19 Project Name: KINGS LANDING BREWSTER Project Number: WBR007.00 SAMPLE RESULTS Lab ID: L2367916-01 Client ID: INFLUENT (COMPOSITE) Sample Location: 3 STATE ROAD BREWSTER, MA Sample Depth: Matrix: Water Parameter Result Qualifier Units General Chemistry - Westborough Lab 12 NA Solids, Total 420 mg/l Solids, Total Suspended 120 mg/I Nitrogen, Ammonia 28.3 mg/l Nitrogen, Total Kjeldahl 50.6 mg/l BOD, 5 day 210 mg/l Page 5 of 19 RL MDL Serial NoA 1222315:45 Lab Number: L2367916 Report Date: 11/22/23 Date Collected: 11/15/23 08:00 Date Received: 11/15/23 Field Prep: Not Specified Dilution Date Factor Prepared Date Analytical Analyzed Method Analyst 13 NA 1.3 11/21/23 05:06 121,25406 DEW 12 NA 2.5 - 11/16/23 07:26 121,2540D MRS 0.375 5 11/17/2306:43 11/1712318:12121,4500NH3-131-11 AT 1.50 - 5 11/17/2316:30 11/20/2314:43 121,4500NH3-H KEP 60 NA 30 11/16/2323:46 11/21/2318:28 121,521013 JRG Project Name: KINGS LANDING BREWSTER Project Number: WBR007.00 SAMPLE RESULTS Lab ID: L2367916-02 Date Analytical Client ID: EFFLUENT (COMPOSITE) Prepared Analyzed Sample Location: 3 STATE ROAD BREWSTER, NA 1 MA Sample Depth: 121,2540D MRS 1 Matrix: Water 121,4500NH3-BH AT Parameter Result Qualifier Units RL General Chemistry - Westborough Lab 1 Solids, Total Suspended 7.8 mg/l 5. Nitrogen, Ammonia 8.33 mg/l 0.0 Nitrogen, Nitrite 0.29 mg/l 0.0 Nitrogen, Nitrate 0.56 mg/I 0. Nitrogen, Total Kjeldahl 12.5 mg/l 0.3 BOD, 5 day 20 mg/1 5. Page 6 of 19 0 75 50 10 00 0 Serial—No: 11222315:45 Lab Number: L2367916 Report Date: 11/22/23 Date Collected: 11/15/23 08:00 Date Received: 11/15/23 Field Prep: Not Specified Dilution Date Date Analytical MDL Factor Prepared Analyzed Method Analyst NA 1 - 11/16/2307:26 121,2540D MRS 1 11/17/23 06:43 11/17/23 18:13 121,4500NH3-BH AT -- 1 - 11/16/23 07:43 44,353.2 KAF 1 ---------- -- 11/16/23 07:43 44,353.2 KAF 1 11/17/2316:30 11/20/2314:44 121,4500NH3-H KEP NA 2.5 11/16/2323:46 11121/2318:28 121,52106 JRG Project Name: KINGS LANDING BREWSTER Project Number: WBR007.00 SAMPLE RESULTS Lab ID: L2367916-03 Client ID: EFFLUENT (GRAB) Sample Location: 3 STATE ROAD BREWSTER, MA Sample Depth: Method Analyst Matrix: Water Parameter Result Qualifier Units RL General Chemistry - Westborough Lab Oil & Grease, Hem-Grav ND mg/l 4.0 Page 7 of 19 Serial No:11222315:45 Lab Number: L2367916 Report Date: 11/22/23 Date Collected: 11/15/23 08:00 Date Received: 11/15/23 Field Prep: Not Specified Dilution Date Date Analytical MDL Factor Prepared Ana"d Method Analyst -- 1 11/21/2313:50 11/21/2316:24 140,16648 JGM CHAIN OF CUSTODY PAGE I OF 1 PHA Project Information A_#j A= i. e)or ecA4. i waetbarftgfr. MA Monsikki, MA Project Name: KlrW L.ar4ing Brewster TEL. 9GIRIII n2a TEL: 5a"Z2.KIW FAX . IF •: •'L F•} Client i4F '_rr•L"i`. Information - P Localia :3 Stale Road Brewster 1NA l Client; Coastal Encnrte�l� Co„ Ind.. _ I Prai ct : WBR007.00 Address: 260 Ctanberry Hlue,IrProilect Ma na er: Chad k Simmons.— Qh pans. MA 02653 ALPHA. Cf Pm&; l' i] t l!901 rev4 Phone: 508 255-6511 . Time F.aw 508 265-6700 ® Standard Rush {ONLY IF PRE•APPMVM Email: cstmmon+!fl2a0capec0d.darn _ 13 These sampk s hwm bow FregCU ly unaiyisd by Afhw Due Date: Time; Other Project Specific Requirements/Cornments/DetecUon Limits: Serial—No: 11222315:45 ■' FAX ■SwoessCkentinto PO ] ADUAddl •.. Regu;atory Regtlanam-34LORdi 7 A 1-irThh-A ...��. ���...... .-_.R�.. .... w.....•.w a...w.i w� w�aw..p ��wr�, W AAlA Y'ifti t•41h� v�'fATA AAh r+ �ANALYSIS I PLEASE ANSWER QUES'nONS ABOVE IS YOUR PROJECT MA MCP or CT RCP? 1`01111 N0.91 -01W W 1-1 Asa MCP An•1-yncar Methods Ra�,rod7 Are CT RCP AerAonable Conf0dence Protocols: Re.- Jred7 W1 SAMPLE HANDLING FdNratbn rTm� ® rrtatrre�laa Q Lab tout Frsaervadon El aloft (P)ease "- ryr beloM 3&v"h 3,•cnk Can—pups ElElo II Q0 U U Ll 0 Ulu - ALPHA Lab Its Sampte ID I� Collection sample 6emplees LJ RLab Use only) Dale I Malrlx I Inll1als Dtn M_ -17'17T I trtfluenE.:CbriSr eetep 11114-15 tiUU80v WW CAS Corttalner Type P P _ :Ef11uent?CqmP0K0 11114.15 e00 -al) vvvv CAS �-- TF — �i Efflueml r2rabl 1111Sra3 i 0800 WW CAS i 'end I PLEASE ANSWER QUES'nONS ABOVE IS YOUR PROJECT MA MCP or CT RCP? 1`01111 N0.91 -01W W 1-1 Asa MCP An•1-yncar Methods Ra�,rod7 Are CT RCP AerAonable Conf0dence Protocols: Re.- Jred7 W1 SAMPLE HANDLING FdNratbn rTm� ® rrtatrre�laa Q Lab tout Frsaervadon El aloft (P)ease "- ryr beloM 3&v"h 3,•cnk Can—pups r ElElo II Q0 U U Ll 0 Ulu - . �E]�_Efl_M LJ l M_ -17'17T I Corttalner Type P P - C �-- - - _ Preservative i 'end please I"'M tlawy.'"nly *vVIGI* Sample, can .410mqulshed By. Dale/Time Rbt*IVW By: iWTlme nos bo IvWad vn enc wrnaround wne dock vMl net resolved. All swTVes 14�ft t?� llml— A 11r FT r� s Iv ��sP"rd vibom*, r ENVIROTECHLABORATORIES, INC. MA CERT. NO.: M -MA 063 8 Jan Sebastian Drive Sandwich, MA 02563 (508)888-6460 1-800-339-6460 FAX(508)888-6446 Sunday, December 17, 2023 Coastal Engineering Co. A 15:00 260 Cranberry Highway Orleans, MA 02653 ProjectName: Kings Landing Comments: Project Number: WBR007.00 Sampled By: Chad Simmons Lab Order Number: WW -232193 Date Received: 11116123 Sample Type Sample Time Sample Date Comments Effluent A 15:00 11/16/23 Parameters Units Test Results Reportable Limits Date Analyzed Analyst Method Total Phosphorous (P) mglL 6.61 0.005 12/11/23 AH SM 4500-P-B,E Ortho Phosphorous (P) mg/L 6.10 0.005 11/17/23 IP SM 4500-P Fecal Coliform CFU/100 ml <10 10/100mi 11/16/23 AH@1600 SM 9222 D Alt samples were analyzed within the established guidelines of US EPA approved methods with all requirements met, unless otherwise noted at the end of a given sample's analytical results We certify that the following results are true and accurate to the best of our knowledge. BRL=helow reportable limits 'see attached By: Ronald J. Saari Page 1 of 1 Laboratory Director Date/Time Sample Identification tI�IL 2dZ� EFFLUENT EFFLUENT CHAIN OF CUSTODY RECORD Lab Contact: Ronald J. Saari Company: Envirotech Laboratories_ Inc. Address: Unit 12, 8 Jan Sebastian Drive Sandwich C-1 Telephone: 508-888-6460 / 800-339-6460 Fax: 508-888-6446 VVI ILC211 260 Cranberry Highway ,. Orleans, MA 02653 CnAS1AL 508.255.6511 P 508.255.6700 F Orleans I Sandwich I Nantucket engineering co. coastalengineeringcompany.com Project Name: Kinds Landin i Project No.: WBR007.00 Sampled By Chad Simmons Date/Time Sample Identification tI�IL 2dZ� EFFLUENT EFFLUENT CHAIN OF CUSTODY RECORD Lab Contact: Ronald J. Saari Company: Envirotech Laboratories_ Inc. Address: Unit 12, 8 Jan Sebastian Drive Sandwich C-1 Telephone: 508-888-6460 / 800-339-6460 Fax: 508-888-6446 impled/Relinquished by: Date/Time Received by: i nature _ /S-36 (Sicinaturel/ alinquished by: Date/Time Received by: Remarks: ❑ US Express Mail Label No. ❑ Other: RU - ne Relinquished by: ISi .nature° me Relinquished by: (Si. natureb Date/Time D: IDOCI KIWBR10074WER007 ENNIROTECfI 0&G + FECAL COLIFORAMoc VVI ILC211 No. Size G/P 0 U y PresrV Analysis Requested/Comments Lab Number 1 ..lir G G WW 100ml ICE FECAL COLIFORM �d l I jz7 1 P G WW 1 75`p�r+l P G WW ICE impled/Relinquished by: Date/Time Received by: i nature _ /S-36 (Sicinaturel/ alinquished by: Date/Time Received by: Remarks: ❑ US Express Mail Label No. ❑ Other: RU - ne Relinquished by: ISi .nature° me Relinquished by: (Si. natureb Date/Time D: IDOCI KIWBR10074WER007 ENNIROTECfI 0&G + FECAL COLIFORAMoc 12/29/23, 10:30 AM eDEP - MassDEP's OnlineFiling System MassDEP Home I Contact I Privacy Policy MassDEP's Online Filing System Usemame:CASDMR Nickname: COASTAL260 My eDEPIForms My Profile Help' Notification Receipt Forms Signature Receipt Summary/Receipt print receipt Exit Your submission is complete. Thank you for using DEP's online reporting system. You can select "My eDEP" to see a list of your transactions. DEP Transaction ID: 1656862 Date and Time Submitted: 12/29/2023 10:30:16 AM Other Email: DEP Transaction ID: 1656862 Date and Time Submitted: 12/29/2023 10:30:16 AM Other Email: DEP Transaction ID: 1656862 Date and Time Submitted: 12/29/2023 10:30:16 AM Other Email : DEP Transaction ID: 1656862 Date and Time Submitted: 12/29/2023 10:30:16 AM Other Email: DEP Transaction ID: 1656862 Date and Time Submitted: 12/29/2023 10:30:16 AM Other Email : DEP Transaction ID: 1656862 Date and Time Submitted: 12/29/2023 10:30:16 AM Other Email : Form Name: Groundwater Discharge Monitoring Report Forms Facility Information: Tax Identification Number: 352432096 location: 3 STATE STREET Address: BREWSTER ZIP: 02631 Daily Log Sheet(2023 NOV DAILY) Form Name: Groundwater Discharge Monitoring Report Forms https://edep.dep.mass.gov/eDEP/Pages/PrintReceipt.aspx 1/2 12/29/23, 10:30 AM eDEP - MassDEP's OnlineFiling System Facility Information: Tax Identification Number: 352432096 location: 3 STATE STREET Address: BREWSTER ZIP: 02631 Monitoring Well Data Report(1 - 2023 Quarterly 4) Form Name: Groundwater Discharge Monitoring Report Forms Facility Information: Tax Identification Number: 352432096 location: 3 STATE STREET Address: BREWSTER ZIP: 02631 Discharge Monitoring Report(1 - 2023 Quarterly 4) Form Name: Groundwater Discharge Monitoring Report Forms Facility Information: Tax Identification Number: 352432096 location: 3 STATE STREET Address: BREWSTER ZIP: 02631 Discharge Monitoring Report(1 - 2023 Nov Monthly) Form Name: Groundwater Discharge Monitoring Report Forms Facility Information: Tax Identification Number: 352432096 location: 3 STATE STREET Address: BREWSTER ZIP: 02631 Monitoring Well Data Report(1 - 2023 Nov Monthly) Form Name: Comments My eDEP MassDEP Home I Contact I Privacy Policy MassDEP's Online Filing System ver.17.2.8.0© 2023 MassDEP https://edep.dep.mass.gov/eDEP/Pages/PrintReceipt.aspx 2/2 COASTAL engineering co. TECHNICAL SERVI 260 Cranberry Highway Orleans, MA 02653 508.255.6511 P 508.255.6700 F Orleans I Sandwich [Nantucket coastalengineeringcompany.com To: Brewster Town Hall Board of Health Department 2198 Main St Brewster, MA 02631 Subject: Cape Cod Sea Camps 3057 Main Street Brewster, MA GWDP 977-0 ❑ Plans ❑ Copy of Letter TRANSMITTAL Date: 12/28/2023 Project No. C16845.07 Via: ®1st Class Mail Pick up OCertified OFed Ex ❑ Specifications Z Other We are sending the following items: Copies Date No. Description 1 11/2023 C16845.07 Daily Log Sheet (Not field-tested — Camp is Closed) 1 11/15/2023 C16845.07 Quarterly Monitor Well Data w/Laboratory Results 1 11/2023 C16845.07 Discharge Monitor Report (Not sampled — Camp is Closed) 1 12/18/2023 1 C16845.07 I eDEP Electronic Receipt These are transmitted as checked below: nfor approval ®for your use [:]as requested []for review & comment ❑ Remarks: Enclosed are the recent monthly reporting forms for the system at the above referenced location under GWDP 977-0. The laundromat has been shut down since the camp closed. No flow or pH was able to be recorded and the distribution box was not sampled. None of the monitor wells exceeded the upper containment limits for any of the tested quarterly parameters. Please do not hesitate to contact us if you have any questions or comments. Cc: plombardif@brewster-ma.gov By: John G. Schnaible NOTE: � enclosures are inoted, pleose contact us at (508) 260 Cranberry Highway, Orleans, MA 02653 Orleans I Sandwich I Nantucket508.255.6511 I coastalengineeringcompany.com Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Massachusetts Department of Environmental Protection 977 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit DAILY LOG SHEET 2. Tax identification Number 2023 NOV DAILY 3. Sampling Month $ Frequency C. Daily Readings/Analysis Information Effluent Reuse Irrigation Flow GPD Flow GPD Flow GPD NS ,I NS NS NS NS NS NS NS NS _ NS NS NS NS NS _I NS NS NS al NS NS NS I NS NS NS NS NS NS NS NS NS NS Turbidity Influent pH Effluent Chlorine Uv pH Residual Intensity (mg/1) (°/a) NS NS NS NS NS NS NS NS�1 NS NS NS Fri gdpols.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection 977 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit MONITORING WELL DATA REPORT z. Tax identification Number 2023 QUARTERLY 3 L61 3. Sampling Month & Frequency C. Contaminant Analysis Information • For "0", below detection limit, less than (<) value, or not detected, enter "ND" • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled • DRY = Not enough water in well to sample. Parameter/Contaminant ccSc-1 MW -1 MW -4 MW -5 MW -7 Units Well #: 1 Well #: 2 Well #: 3 Well #: 4 Well #: 5 PH 6.54 6.32 _ 6.07 6.40 1 6.42 S.U. NITRATE -N ND 0.39 11.2 [ 1.1 - 112.8 MG/L TOTAL NITROGEN(NO3+NO2+TKI 10.885 110.998 L2.78 _ I i3.05 6.01 MG/L TOTAL PHOSPHORUS AS P 0 827 1.27 1.80 1.54 13.9 I MG/L ORTHO PHOSPHATE ND ND I I ND I IND j 10.045 MG/L FOAMING AGENTS (MBAs) ND _ 0.080 ND 006 .0 IND MG/L Well #: 6 mwdgwp-blank.doc • rev. 09/15/15 Monitoring Well Data for Groundwater Permit • Page 1 of 1 File No.: C16845.02 11/15/2023 Monitoring Wells Analytical Test Results Cape Cod Sea Camps 3057 Main Street Brewster, MA GWDP SE 977-0 PARAMETER UNITS CCSC-1 MW -1 MW -4 MW -5 MW -7 TOC Elevation feet 52.27 35.82 22.7 21.19 23.95 Depth To Water feet 32.40 16.20 4.80 7.20 6.70 GW Elevation feet 19.87 19.62 17.90 13.99 17.25 pH pH units 6.54 6.32 6.07 6.40 6.42 Sp. Conductance µS/cm 800 1200 820 680 540 Nitrite -N mg/L <0.050 <0.050 <0.050 <0.050 <0.050 Nitrate -N mg/L <0.10 0.39 1.2 1.1 2.8 TKN-N mg/L 0.885 0.608 1.58 1.95 3.21 Total Nitrogen mg/L 0.885 0.998 2.78 3.05 6.01 Total Phosphorus mg/L 0.827 1.27 1.80 1.54 3.9 Ortho -Phosphate mg/L <0.005 <0.005 <0.005 <0.005 0.045 Surfactants mg/L <0.100 0.080 <0.100 0.060 <0.250 VOC's ug/L NO ND ND ND ND NOTES: All tests performed at a state -certified laboratory, except pH and Sp. Conductivity, which were performed onsite with handheld test meters. ND = Not Detected, below the reporting limit of the laboratory. VOC's are tested annualy during the month of August. 11192.168.1.21accountinglDOC1C16800116845.07 - No Physical FolderlFile Copy\LMonitor Well Reporting Forms.xls]2023-11 I ■ ■ Jr ANAL-' ICALL ANALYTICAL REPORT Lab Number: L2367922 Client: Coastal Engineering Company 260 Cranberry Highway Route 6A Orleans, MA 02653 ATTN: Chad Simmons Phone: (508) 255-6511 Project Name: CAPE COD SEA CAMPS Project Number: C-16845.07 Report Date: 11/22/23 Serial NoA 1222312:17 The original project report/data package is held by Alpha Analytical. This report/data package is paginated and should be reproduced only in its entirety. Alpha Analytical holds no responsibility for results and/or data that are not consistent with the original. Certifications & Approvals: MA (M-MA086), NH NELAP (2064), CT (PH -0826), IL (200077), IN (C -MA -03), KY (KY98045), ME (MA00086), MD (348), NJ (MA935), NY (11148), NC (25700/666), OH (CL108), OR (MA -1316), PA (68-03671), RI (LA000065), TX (T104704476), VT (VT -0935), VA (460195), USDA (Permit #525-23-122-91930). Eight Walkup Drive, Westborough, MA 01581-1019 508-898-9220 (Fax) 508-898-9193 800-624-9220 - www.alphalab.com Page 1 of 21 Serial NoA 1222312:17 Project Name: CAPE COD SEA CAMPS Lab Number: L2367922 Project Number: C-16845.07 Report Date: 11/22/23 SAMPLE RESULTS Lab ID: L2367922-01 Date Collected: 11/15/23 10:45 Client ID: MW -1 Date Received: 11/15/23 Sample Location: BREWSTER, MA Field Prep: Not Specified Sample Depth: Matrix: Water Dilution Date Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method Analyst General Chemistry - Westborough Lab Nitrogen, Nitrite ND mg/l 0.050 1 11/16/23 07:46 44,353.2 KAF Nitrogen, Nitrate 0.39 mg/I 0.10 1 - 11/16/23 07:46 44,353.2 KAF Nitrogen, Total Kjeldahl 0.608 mg/l 0.300 - 1 11/17/23 19:07 11/20/23 11:07 121,4500NH3-H KEP Phosphorus, Total 1.27 mg/I 0.050 5 11/21/23 10:29 11/22/23 07:44 12114500P -E EYA Phosphorus, Orthophosphate ND mg/I 0.005 - 1 - 11/16/2322:31 121,4500P -E AAS Surfactants, MBAS 0.080 mg/I 0.050 1 11/16/2320:30 11117/2300:56 121,5540C QJM Page 6 of 21 Project Name: CAPE COD SEA CAMPS Project Number: C-16845.07 SAMPLE RESULTS Lab ID: L2367922-02 Date Analytical Client ID: CCSC-1 Prepared Analyzed Sample Location: BREWSTER, MA - 1 Sample Depth: 11/16/23 07:47 44,353.2 KAF Matrix: Water 11/16/23 07:47 44,353.2 Parameter Result Qualifier Units RL General Chemistry - Westborough Lab KEP - 5 Nitrogen, Nitrite ND mg/I 0.050 Nitrogen, Nitrate ND mg/I 0.10 Nitrogen, Total Kjeldahl 0.885 mg/l 0.300 Phosphorus, Total 0.827 mg/I 0.050 Phosphorus, Orthophosphate ND mg/I 0.005 Surfactants, MBAS ND mg/I 0.100 Page 7 of 21 Serial—No-.1 1222312:17 Lab Number: L2367922 Report Date: 11/22/23 Date Collected: 11/15/23 11:00 Date Received: 11/15/23 Field Prep: Not Specified Dilution Date Date Analytical MDL Factor Prepared Analyzed Method Analyst - 1 11/16/23 07:47 44,353.2 KAF - 1 - 11/16/23 07:47 44,353.2 KAF 1 11/17/2319:07 11/20/2311:08 121,4500NH3-H KEP - 5 11/21/2310:29 11/22/2307:45 121,4500P -E EYA 1 11/16/23 22:31 121,4500P -E AAS 2 11/16/2320:30 11/17/2300:56 121,5540C QJM Project Name: CAPE COD SEA CAMPS Project Number: C-16845.07 Lab ID: L2367922-03 44,353.2 Client ID: MW -4 - 11/16/23 07:48 Sample Location: BREWSTER, MA 1 Sample Depth: 121,4500NH3-H KEP Matrix: Water 121,4500P -E Parameter Result Qualifier Units General Chemistry - Westborough Lab AAS Nitrogen, Nitrite ND mg/l Nitrogen, Nitrate 1.2 mg/I Nitrogen, Total Kjeldahl 1.58 mg/l Phosphorus, Total 1.80 mg/I Phosphorus, Orthophosphate ND mg/l Surfactants, MBAS ND mg/l Page 8 of 21 SAMPLE RESULTS RL 0.050 0.10 0.300 0.050 Serial—No: 11222312:17 Lab Number: L2367922 Report Date: 11/22/23 Date Collected: 11/15/23 11:15 Date Received: 11/15/23 Field Prep: Not Specified Dilution Date MDL Factor Prepared 0.005 0.100 -- Date Analytical Analyzed Method Analyst 1 - 11/16/23 07:48 44,353.2 KAF 1 - 11/16/23 07:48 44,353.2 KAF 1 11/17/2319:07 11/20/2311:12 121,4500NH3-H KEP 5 11/2112310:29 11/2212307:46 121,4500P -E EYA 1 - 11/16/23 22:32 121,4500P -E AAS 2 11/16/23 20:30 11/17/23 00:57 121,5540C QJM Serial—No: 11222312:17 Project Name: CAPE COD SEA CAMPS Lab Number: L2367922 Project Number: C-16845.07 Report Date: 11/22/23 SAMPLE RESULTS Lab ID: L2367922-04 Date Collected: 11/15/23 11:30 Client ID: MW -5 Date Received: 11/15/23 Sample Location: BREWSTER, MA Field Prep: Not Specified Sample Depth: Matrix: Water Dilution Date Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method Analyst General Chemistry - Westborough Lab Nitrogen, Nitrite ND mg/I 0.050 -- 1 11/16/23 07:50 44,353.2 KAF Nitrogen, Nitrat,- 1.1 mg/I 0.10 -- 1 - 11/16/23 07:50 44,353.2 KAF Nitrogen, Total Kjeldahl 1.95 mg/I 0.300 - 1 11/17/23 19:07 11/20/23 11:13 121,4500NH3-H KEP Phosphorus, Total 1.54 mg/I 0.050 -- 5 11/21/23 10:29 11/22/23 07:47 121,4500P -E EYA Phosphorus, Orthophosphate ND mg/l 0.005 - 1 - 11/16/2322:32 121,4500P -E AAS Surfactants, MBAS 0.060 mg/I 0.050 -- 1 11/16/23 20:30 11/17/23 00:57 121,5540C QJM Page 9 of 21 Project Name: CAPE COD SEA CAMPS Project Number: C-16845.07 Lab ID: L2367922-05 Date Client ID: MW -7 Sample Location: BREWSTER, MA Prepared Sample Depth: Method Analyst Matrix: Water Parameter Result Qualifier Units General Chemistry - Westborough Lab 1 Nitrogen, Nitrite ND mg/I Nitrogen, Nitrate 2.8 mg/I Nitrogen, Total Kjeldahl 3.21 mg/l Phosphorus, Total 3.90 mg/l Phosphorus, Orthophosphate 0.045 mg/I Surfactants, MBAS ND mg/I Page 10 of 21 SAMPLE RESULTS Serial No:11222312:17 Lab Number: L2367922 Report Date: 11/22/23 Date Collected: 11/15/23 11:45 Date Received: 11/15/23 Field Prep: Not Specified Dilution Date Date Analytical RL MDL Factor Prepared Analyzed Method Analyst 0.050 1 11/16/23 07:51 44,353.2 KAF 0.10 1 - 11/16/23 07:51 44,353.2 KAF 0.300 — 1 11/17/2319:07 11/20/2311:14 121,4500NH3-H KEP 0.050 5 11/21/23 10:29 11/22/23 07:48 121,4500P -E EYA 0.005 -- 1 - 11/16/23 22:33 121,4500P -E AAS 0.250 5 11/16/23 20:30 11/17/23 00:58 121,5540C QJM -- CHAIN OF CUSTODY PAW, OF, PH wK.� „raT�Cn4. VMM MbarouCh,MA htaneAreld,MA _. TEL50&S9e-9m TEL 508-822.971ltl CC IeMC Coastal EnRae9Tirm Co. ItlCo. Int~• Pro act #_(•16545.07 As dmrs= 260 CranO-4 trtryiirtva a Pm.ect Mai v4Cr� John Schnaibte Odeans MA 02653 ALPHA Ck9tp e• X11tiCtirtr0 '5W255-6511 Fax. 508 265.6700 ® Standard El Rush tmv IF PRE vvRovE% Ernal: _ 0 7hns sarnpA holob bem Reel tnslreem+/eae ay AVM Tims. Other Project Specific Re uirementstCarnrnertia/Detecim Limps: PH: S sc tcCo"w-tance, Serial—No-.1 1222312:17 0110ID l I klTl ation Data d u un.1 FnfnrmaLlo.y poi iworeal�l* FAX EMAIL ' ■ •+ DefiveniblOS Regulatory RequirementsiRep ft Lim! s - r MCP PRESUMPTIVE CERTAINTY -CT REASONABLE CONF1135NCE PROTOCOLS m �� ro ALPHA Leb 10 � Sample. ID I Cotledw Sample Samlplsc'll ttah Use Only) Gate Timer hleUEil b>alitds rf01 7 Q" Ah. t= '-SLI mmi i PLEASE ANSWER C]UES"nONSr ABt71rE l IS YOUR PROJECT MA MCP or CT RCP? ft"W v4" k— "Will Page 21 of 21 1w ContalnerT P P P P • Ptervadve ^ C A " Datalrima i Received W. SMA 21LE RA Noll71G PAkaaw D Owe 13 tw w"MW © Lae in do A4estrwWari O Lae} to do MAsasa speew sempM "010 emmeb -� PleoybterfntaleedY•blN�•'f and banpl*Wil. SS*ma409CW no to b99od in and 6711 ie lwftwmw sme clack wand j - #tart wa my smrt oA" um j refol"W Alldat0es wbrMusd pee su*d to Atphe'.Pon ITerme. LL -- _ -" - Massachusetts Department of Environmental Protection 1'977 — - — Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number- Groundwater um erGroundwater Permit MONITORING WELL DATA REPORT 2• Tax identification Number 2023 NOV MONTHLY = 3. Sampling Month &Frequency C. Contaminant Analysis Information • For "0", below detection limit, less than (<) value, or not detected, enter "ND" < • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled • DRY = Not enough water in well to sample. Parameter/Contaminant LAUNDRYEFFLU Units Well #: 1 Well #: 2 Well #: 3 Well #: 4 Well #: 5 Well #: 6 TSS NS MG/L OIL & GREASE NS MG/L FOAMING AGENTS (MBAS) NS MG/L mwdgwp-blank. doc • rev. 09/15/15 Monitoring Well Data for Groundwater Permit • Page 1 of 1 12/18/23, 2:27 PM n F: rwv!k MassDEP's Online Filing System Receipt Summary/Receipt eDEP - MassDEP's OnlineFiling System Your submission is complete. Thank you for using DEP's online reporting system. You can select "My eDEP" to see a list of your transactions. DEP Transaction ID: 1652171 Date and Time Submitted: 12/18/2023 2:27:23 PM Other Email: DEP Transaction ID: 1652171 Date and Time Submitted: 12/18/2023 2:27:23 PM Other Email : DEP Transaction ID: 1652171 Date and Time Submitted: 12/18/2023 2:27:23 PM Other Email: DEP Transaction ID: 1652171 Date and Time Submitted: 12/18/2023 2:27:23 PM Other Email: Form Name: Groundwater Discharge Monitoring Report Forms Facility Information: Tax Identification Number: 043070847 location: 3057 MAIN STREET Address: BREWSTER ZIP: 02631 Monitoring Well Data Report(1 - 2023 Quarterly 3) Form Name: Groundwater Discharge Monitoring Report Forms Facility Information: Tax Identification Number: 043070847 location: 3057 MAIN STREET Address: BREWSTER ZIP: 02631 Daily Log Sheet(2023 NOV DAILY) Form Name: Groundwater Discharge Monitoring Report Forms Facility Information: Tax Identification Number: 043070847 MassDEP Home I Contact I Privacy Policy Username:CASDMR Nickname: COASTAL260 Forms Signature Receipt Inh print receipt F Exit https://edep.dep.mass.gov/eDEP/Pages/PrintReceipt.aspx 1/2 12/18/23, 2:27 PM eDEP - MassDEP's OnlineFiling System location: 3057 MAIN STREET Address: BREWSTER ZIP: 02631 Monitoring Well Data Report(1 - 2023 Nov Monthly) Form Name: Comments My eDEP MassDEP Home I Contact I Privacy Policy MassDEP's Online Filing System ver 17 1.0.0© 2023 MassDEP https:/iedep.dep.mass.gov/eDEP/Pages/PrintReceipt.aspx 2/2