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HomeMy Public PortalAboutBOH9.21.22packetBoard of Health Penny Holeman Annette Graczewski Kimberley Crocker Pearson David Bennett Casey Chatelain Health Director Amy von Hone Assistant Health Director Sherrie McCullough Senior Department Assistant Tammi Mason Town of Brewster Board of Health 2198 Main $t., Brewster, MA 02631 brhealth@brewster-ma.gov (508) 896-3701 BOARD OF HEALTH MEETING AGENDA 2198 Main Street September 21, 2022, at 7:OOPM Pursuant to Chapter 20 of the Acts of 2021, this meeting will be conducted in person and via remote means, in accordance with applicable law. This means that members of the public body may access this meeting in person or via virtual means. In person attendance will be at the meeting location listed above, and it is possible that any or all members of the public boy may attend remotely. No in -person attendance of members of the public will be permitted, and public participation in any public hearing conducted during this meeting shall be by remote means only. 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 wait to be recognized. Zoom Webinar: httos://us02Web.zoom.us/i/82043944509?owd=MytpM2kvUExKbU1RSOhmM01Zb3dQZz09 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 (livestream.brewster-ma.gov) or Video recording (tv.brewster-ma.gov) 1. Call to Order 2. Chairman's announcements 3. ',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 4. Consent Agenda: a. 176 Canoe Pond Drive — Septic System Variance Request b. 208 Sheep Pond Drive — Septic System Variance Request 5. Review & approve minutes for August 8, 2022 6. , Presentation and discussion on Cape Cod Commission Freshwater Initiative — CC Commission Staff Tim Pasakarnis (Joint Meeting with Brewster Natural Resource Advisory Committee) 7. Liaison Reports 8. Matters not reasonably anticipated by the Chair 9. Items for next agenda 10. Next meeting: October 5, 2022 11. Informational items: a. CC Healthcare Blood Drive 9/22/22 at Brewster Police Station b. MA DEP Private Wells PFAS Sampling Program Update c Cape Cod Times Article 9/1/22 — "Tight Deadline — State's proposed nitrogen regulations push Cape's approach to wastewater management" d. Monthly report for Kings Landing e. Monthly reports for Cape Cod Sea Camps f. Monthly report for Serenity g. Monthly report for Maplewood at Brewster h. Monthly report for Pleasant Bay Health Center i. Monthly report for Ocean Edge Conference Center j. 2021-2022 Annual Report — Eddy and Stony Brook Elementary Schools k. Select Board FY23-23 Strategic Plan I. October Board/Committee Meeting Calendar 12. Adjournment Date Posted: Date Revised: 9/15/2022 C:\Users\cwilliams\AppData\Local\Microsoft\Windows\INetCache\Content.Outlook\YH31907M\Sept21.22a. docx Received by Town Clerk: TOWN OF BREWSTER 2198 MAIN STREET BREWSTER, MA 02631 PHONE: (508) 896-3701 EXT 1120 Fax: (508)896-4538 BRI IEAI; fl I0?I3R1sWS"I'ER-MA.GOV www.BREwsTER-ma.cov Received: Abutter Deadline: Paid: Date: SUBJECT PROPERTY ADDRESS: Application for B R E C VE EPgY SEP 0 6.2022 BREWSTER HEALTH DEPARTMENT ar. o ENT eatttsltarfances !kiln -House Local Upgrade Approval EPublic Hearing J76 CahU6 7"ahri Map: o? 3 Parcel: 5'7 Book: gill/0 Page: 08.5 LC Certificate: LC Plan: Lot: Name of Applicant(t/fidf 312 ue, r Mailing Address: \—IQnrirt' 5-4—r-_ 5 , 37tO S1of eJ , Sw .l ep °-r a l .61 Telephone # y/ a 33 1o52 76 -c2,2_ Email: bq{1e.r. rudol-Pc. blue,fo1 n . G� Owner(s) of Record riuC10 )c) oxnc' Mali I40Ln h-2. c6c ue r - Mailing Address: n II 11A,� nn Design Engineer/Sanitarian: G4WVS)?, ►v1Ayi1 Firm/Company Name: Mailing Address: 3srb M6.1'tn s4-. / W larnwc4-h, I14) Telephone #:, _s60 ^' 76 Email address: OlGtoi,tl104.CC{perey16e194-ie,Ge 0)1161) • COIY1 Signature: A plicant or Engineer New Construction 0 Voluntary Upgrade ❑Addition/Alteration 0 Failed system ❑Real Estate Transfer 2 Design flow of existing system: Reason for failure: Design flow of proposed system: Total sewage flow of site: Total lot size (sf): Conservation Commission approval required: yes 0 no 0 Date of ConCom hearing: Order of Conditions/Det. Of Applicability attached 0 List of all Variances from State and Local codes add sheets if needed Brewster Reg. #: Description of Variance(s) n9Learnmg Fadiry Setback Regdlabon Request to allow the leaching facility to remain less than 300' to Canoe Pond but greater than 70' Approved by: Date: Health Department N:\Health\BOH regs\InHouse Septic Local Upgrade Approval 2019\Varianceapplication FINAL NONFILLAI3LE FORM 12. I 8.19.docx Town of Brewster 2198 MAIN STREET BREWSTER, MASSACHUSETTS 02631-1898 PHONE: 508.896.3701 EXT. 1120 FAX: 508.896.4538 brhealth@brewster-ma.gov WWW.BREWSTER-MA.GOV AGENDA ACTION ITEM FORM BOH Variance Agenda Item ❑ In -House Local Upgrade Approval Other: 300' variance request to Canoe Pond® Board of Health Meeting Date: September 21, 2022 Project Location: 176 Canoe Pond Drive Owner's Name & Address: Rudolf & Marianne Bauer Hondrichstr 5 3700 Spiez, Switzerland Applicant: Rudolf & Marianne Bauer Date Requested: September 6, 2022 Title 5 Variance Request: Board of Health Variance Request: Other: Health Department Amy L. von Hone, R.S., C.H.O. Director Map & Parcel: 23/57 Sherrie McCullough, R.S. Assistant Director Tammi Mason Senior Department Assistant Yes No❑X Yes ❑ No M300' Pond Setback Yes ❑ No ❑X 1. In ESA — existing septic system within 300' of Canoe Pond Assistant Health Director's Recommendation: Approve with following comments and conditions 1. The existing property consists of an existing 2 -bedroom dwelling serviced by a 1974 Title 5 septic system with town water. The lot is approximately 18,980 sf and is subject to local ESA restrictions. 2. Per the Title 5 Inspection Report, the leach chamber system (one 6' X 4' leach pit) is greater than 70' from the edge of Canoe Pond but less than 300'of Canoe Pond. Ground water separation is greater than four feet to the bottom of the SAS. 3. Per the Water Table Map, groundwater is flowing northerly, and the existing septic system is located downgradient of the pond and therefore, will not impact the pond as currently situated. N:\Health\BOH Decision Letters\Septic Variance In -House Decisions\Real Estate Transfer Approvals\176 Canoe Pond Drive in house variance request.docx %%Wlllilul1ru in�� ° r� September 8, 2022 Rudolf & Marianne Bauer Hondrichstr 5 3700 Spiez, Switzerland Town of Brewster 2198 MAIN STREET BREWSTER, MASSACHUSETTS 02631-1898 PHONE: 508.896.3701 EXT. 1120 FAX: 508.896.4538 brhealth(brewster-ma.gov W W W.BREW STER-MA. GOV Health Department Amy L. von Hone, R.S., C.H.O. Director Sherrie McCullough, R.S. Assistant Director Tammi Mason Senior Department Assistant Re: 176 Canoe Pond Drive — Septic System In -House Variance Request Approval Dear Mr. & Mrs. Bauer: The Health Department has reviewed your variance request and hereby approves the existing leaching facility to remain less than 300 feet from Canoe Pond as required by the Brewster Leaching Facility Setback Regulation. If you have any questions about the above matters, please do not hesitate to contact this office. Sincerely, .„63.utujbielti-a-md4c- 7)1c Sherrie McCullough, RS Assistant Health Director cc: File N:\Health\BOH Decision Letters\Septic Variance In -House Decisions\Real Estate Transfer Approvals\176 Canoe Pond Drive Approval Letter 8.30.2022.docx.doc The data shown on this site are prov ided for info rm atio nal and plann ing purpo ses on ly. The Town and its co nsultants are not re spons ible fo r the misu se or mis represen tatio n of the data. 1�1 124 z. 0 9 lQ� 1J36 1.3\7 \x\ mc 1 [52 �-INDIAN:no, 1666 2l 16;6Li/ e 1186 1 8.1 I?! 1954 198 0 E 201 2N 2.15 ` 0 22~4 21 2�4 50 54 0 23 20 60 Edge of Pavement Buildings Parcels 0 200 400 ft Printed on 09/08/2022 at 12:41 PM MapsOnline by PeopleGIS ��1�1,It1111I I II !/, $vaE Ws?, t OERA.. F I9. % y , i 111U11 !//l/ifinni(11 C1VAAAA� Subsurface Sewage Disposal System Inspection Appendix Brewster Board of Health 2198 Main Street Brewster, Massachusetts 02631-1898 (508) 896-3701 Ext. 1120 Email: brhealth@brewster-ma.gov M B L: 23-57-0 Property Address: 176 CANOE POND DRIVE BREWSTER, MA 02631 Property Owner: BAUER RUDOLF & MARIANNE Owner Address: HONDRICHSTRASSE 5 CH3700, Name of Inspector: Christopher Maki Company Name, Address & Phone Number: Cape Cod Septic Services, 350 Main Street, W. Yarmouth, MA 02673 508-775-2825 Date of Inspection: July 26, 2022 This inspection represents: Real Estate Transfer Permit No. 64668 X A) System Passes B) System Conditionally Passes Septic tank covers are more than 12 inches below the finished grade C) Further evaluation is required by the Board of Health Records show excessive pumping three or more times within any eighteen (18) month period for residential or Commercial property; except for required grease trap maintenance for commercial property. The leaching facility or facilities are located within 300 feet of a pond or lake. D) System Fails (Brewster Real Estate Transfer requirements) The system is in a state of disrepair such that it cannot function as it was originally intended; The lack of a 4 foot protective zone between the bottom of the system and the groundwater; Any other problem as defined by the Board of Health or its Director; The sewage disposal system consists of a single cesspool, or cesspools. The Brewster Health Department has reviewed and accepted this report based on the information contained therein. This inspection reflects the present condition of the Sanitary System and is not any guarantee as to the life or future condition of said system. Re -Inspection after work completed: Variance issued on 9/8/22 to allow the existing leach facility to remain less than 300' from Canoe Pond /11 }�`c CfLl t� Ciz 11c <S'. September 8, 2022 Date Approved Approved by Sherrie McCullough, R.S. - Assistant Health Director Please be advised of ADDITIONAL BOARD OF HEALTH REGULATIONS: 1. All private wells are required to be analyzed prior to approval of the Subsurface Sewage Disposal System Inspection form, and sixty (60) days prior to transfer of property. Town of (=3rowster Health Department 2198 Main Street Brewster, Massachusetts 02631-1898 (508) 896-3701 Ext. 120 FAX (508) 896-4538 :u:vn5=L ) pLtz h pd cL4 TA( ecs) FIT: $25.00 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPEC'T'ION FORM APPENDIX BREWSTIR REGULATION Old: Map Lot New: Map Lot Properly Address: /7( e -G. e iJi. Owner Address: /3a/./tr Name of Inspector: C4 r. ,OEk� �vlo 4i Company Name, Address & Phone Number: e q f leaf Sc, 4 Sc.•���j 3..5'0 ✓per _9T fc,..,.0 e /� o-gGz y -,5-e..47- ?z 7. Date of Inspection: 7/7,c This Inspection represents (check one) ( eat Estate Transfer () Addition/alteration A) System Passes B) System Conditionally Passes Septic lank covers are more than 12 inches below the finished grade C) Further evaluation Is required by the Board of I aIFFr Records show excessive pumping three or more limes within any eighteen (18) month period for residential or Commercial properly; except for required grease trap maintenance for commercial properly. 51/ The leaching facility or facilities are located within 300 feet of a pfd-erfake D) System Fails (Brewster Real Estate Transfer requirements) The system is in a state of disrepair such that fl cannot function as it was originally intended; The lack of a 4 foot protective zone between the bottom of the system and the groundwater; Any other problem as defined by the Board of Health or its Director; The sewage disposal system consists of a single cesspool, or cesspools, Caod-q.ffd The Brewster Health Department has reviewed and accepted this report based on the information contained therein. This Inspection reflects the present condition of the Sanitary System and is not any guarantee as to the life or future condition of said system. Siu,t.LJ Nancy-His-tt;e; Health Direptoj CJ r Date Approving Authority Please be advised of ADDITIONAL BOARD OF HEALTH REGULATIONS: 1. All private wells are required to be analyzed prior to approval of the Subsurface Sewage Disposal System Inspection form, and sixty (60) days prior to transfer of property. 2. All underground tanks must be registered with the Board of Health and are subject to testing requirements. TOWN OF B1 U WS`CER 2196 MAIN Sum' i tiisl' EIMWSt't;ti, MA 02631 Pi low (508) 890.3701 Exr 1120 PAX; (508)896-4538 aluIEA1. i I I <jRRBWSTER-MA.GOV Orracia 9r• I IE,\LTII DIiPARTAIENT ADDENDUM TO SEPTIC INSPECTION RIWOR'l' Inspection Location: /'6' e--ZnC- , 00.11/ f/t/. Map 84 Parcel: ,3.-0 1. Residential Property Commercial Property 11 of rooms Employees Bedrooms Toilets Family Rooms Rooms with bath Living Rooms Square Feet Bathrooms _ Dining Rooms Kitchens Other: _ 'Total: 2. Floor Plan: Show all floors including basement: 3. Is the septic system, as inspected, in lull compliance With dither the 1978('') or 1995 O'Title 5 Code? Yes if nut, list deficiencies: . d. Is the system in Ilse Lone Il (Wellhead Protection Area) g 9'/ Lot size: /C ' Yes No W\VW.TO\VN.13RI:WS'Ii R.MA.US TOWN OF BREWS'I'F R ADDENDUM TO DEP SEPTIC INSPECTION REPORT Inspection Location /76- (',2,ror roa„� /2� Map & Parcel z-/�P^ 5. Is there a 4' separation (1978 code) o1' a 5' separation (1995 code) Yes No Between the bottom of the Soil Absorption System (SAS) and adjusted groundwater? 'F01) OF FOUNDATION TOP OF GRADE — Atnt. of Stone = 6. Town Water or Private Well (_ ) Distance lion nearest septic system component: Top of S.A.S. = Bottom of S.A.S. = Separation = Adjusted Groundwater = Observed Groundwater = 7. Wetlands or surface water within 100' aseptic system? Yes No V Distance from nearest septic system component; 4_5-0 8. Groundwater ]low direction: 9. Type of pipe used in system: PVC Orangeberg Other 10. Sanitary tees or baffles in place ( Yes — No- N/A? ) Septic tank inlet �� S U Septic tank outlet Pump chamber inlet D -Box inlet Grease trap inlet Grease trap outlet /Y/ Risers— 1978 code within 12 inch s t' grade on septic tank yd`s Risers — 1995 code within 6 inches ol'grade on all components� One inspection port on SAS (1995 code) 2 ,= : Lin c-; f I tl .. c� y' C.1 l 1"'' � �- -� ' C' r;a if % 1. ✓' .:3 t ..._ 4 /'.J5/22 p-- A / ' .' fir` / i (Rai). f) • 208 - 2 • 4 9 ft_a _Deck. L "vtt-79 hcorr-/ A qic ff:2 —)1_1.1.111111 l<l ic_kie,ri I87 fi /! ///////1 �- S u�-too C cr c - F 2 75 .-R. Ttool-f/cr/l1 rECl.sC l'vlC'n Cavi oe PO vi c'( b1; 176 Q_ '/2 3c71t; Shower 3g f )41C,iit 32 2 i1J L.c�Ltr)clt-y s+ora5lza i�'(Y( (PA E' /2 2 176 Canoe Pond Dr. Brewster Estimated floor dimensions Room Width Length Area Width Length Area m m m^2 ft ft ft^2 Ground Floor Master Bedroom 4.2 4.6 19.32 13.8 15.1 208 Living room 4.6 8.4 38.64 15.1 27.6 416 Sunroom 3.6 4 14.4 11.8 13.1 155 Full Bath 1.7 2.7 4.59 5.6 8.9 49 Toilet 1.7 2.2 3.74 5.6 7.2 40 Kitchen 2.6 6.7 17.42 8.5 22.0 187 Garage 4 6.4 25.6 13.1 21.0 275 Deck 2.8 7.8 21.84 9.2 25.6 235 Basement "s Bedroom 12.4 13.0 161 Family Room 14.0 23.2 324 1/2 Bath 6.4 8.2 52 Utilities 8.2 4.8 39 Laundry 9.0 36.0 324 Storage 11.4 12.1 138 Total Area Numbers are only approximative Established by R. Bauer 9/8/22 2605 Owner information is required for every page. Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 176 CANOE POND DR Property Address RUDOLF & MARIANNE BAUER, HONDRICHSTRASSE 5, CH3700, SWITZERLAND Owner's Name BREWSTER MA 02631 _ 7/26/2022 City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. A. Inspector Information Christopher Maki Name of Inspector Cape Cod Septic Services Company Name 350 Main St. Company Address W Yarmouth MA 02673 City/Town 508-775-2825 Telephone Number State SI-14423 License Number Zip Code B. Certification I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); I have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on -site sewage disposal systems. After conducting this inspection I have determined that the system: 1. ❑ Passes 2. ❑ Conditionally Passes 3,. ® Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails /18/2022 nspec or's Sig i . ure Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP) within 30 days of completing this inspection. If the system has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. 15insp.doc • rev. 7126/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 1 0118 Commonwealth of Massachusetts ,p Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 176 CANOE POND DR Property Address RUDOLF & MARIANNE BAUER, HONDRICHSTRASSE 5, CH3700, SWITZERLAND Owner Owner's Name information is BREWSTER MA 02631 7/26/2022 required for every page. City/Town State Zip Code Date of Inspection C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: 2) System Conditionally Passes: 111 One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for "yes", "no" or "not determined" (Y, N, ND) for the following statements, If "not determined," please explain. The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. * A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ ND (Explain below): I6insp.doc • rev. 7/26/2018 TitIe 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 2 of 18 Owner information is required for every page. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 176 CANOE POND DR Property Address RUDOLF & MARIANNE BAUER, HONDRICHSTRASSE 5, CH3700, SWITZERLAND Owner's Name BREWSTER MA 02631 City/Town State Zip Code 7/26/2022 Date of Inspection C. Inspection Summary (cont.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed ❑ distribution box is leveled or replaced ❑ ❑ Y ❑ Y O N 0 ND (Explain below): 0 N D ND (Explain below): O N ❑ ND (Explain below): 0 The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if (with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): 3) Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determiny if the system is failing to protect public health, safety or the environment. a. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b) that the system is not functioning in a manner which will protect public health, safety and the environment: t5insp.doc • rev, 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 3 of 18 Commonwealth of Massachusetts Owner information is required for every page. Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 176 CANOE POND DR Property Address RUDOLF 8i MARIANNE BAUER, HONDRICHSTRASSE 5, CH3700, SWITZERLAND Owner's Name BREWSTER MA 02631 7/26/2022 City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh b. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: ** This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. c. Other: TOWN OF BREWSTER REGULATIONS STATE THAT FURTHER EVALUATION IS REQUIRED BY ; THE BOARD OF HEALTH IF THE LEACHING FACILITY OR FACILITIES ARE LOCATED WITHIN j 300. FEET OF A POND OR LAKE. SYSTEM APPREARS TO BE IN WORKING CONDITION 4) System Failure Criteria Applicable to All Systems: You must indicate "Yes" or "No" to each of the following for all inspections: Yes No CI El Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool l5insp.doc • rev. 7/26/2018 Title 5 Official Inspection form: Subsurface Sewage Disposal System • Page 4 of 16 Owner information is required for every page. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 176 CANOE POND DR Property Address RUDOLF & MARIANNE BAUER, HONDRICHSTRASSE 5, CH3700, SWITZERLAND Owner's Name BREWSTER city/Town MA 02631 7/26/2022 State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) Yes No 0 El 0 El Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 day flow Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: Any portion of the SAS, cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone 1 of a public water supply well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] The system is a cesspool serving a facility with a design flow of 2000 gpd- 10,000 gpd. The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. 5) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either "yes" or "no" to each of the following, in addition to the questions in Section C.4. Yes No O 0 the system is within 400 feet of a surface drinking water supply O ❑ ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area — IWPA) or a mapped Zone II of a public water supply well t5insp.doc • rev. 7126/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 5 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form It) Subsurface Sewage Disposal System Form - Not for Voluntary Assessments .rr Owner information is required for every page, 176 CANOE POND DR Property Address RUDOLF & MARIANNE BAUER, HONDRICHSTRASSE 5, CH3700, SWITZERLAND Owner's Name BREWSTER MA 02631 7/26/2022 City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered "yes" to any question in Section C.5 the system is considered a significant threat, or answered "yes" to any question in Section C.4 above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section C.4 shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 6 You must indicate "yes" or "no" for each of the following for all inspections: Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? © ❑ Has the system received normal flows in the previous two week period? ❑ El El Have large volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined? (If they were not available note as N/A) Was the facility or dwelling inspected for signs of sewage back up? Was the site inspected for signs of break out? Were all system components, excluding the SAS, located on site? Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? © ❑ Was the facility owner (and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] t5insp doc • rev 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 6 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form Owner information is required for every page. Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 176 CANOE POND DR Property Address RUDOLF & MARIANNE BAUER, HONDRICHSTRASSE 5, CH3700, SWITZERLAND Owner's Name BREWSTER City/Town MA 02631 7/26/2022 State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): Number of bedrooms (actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x # of bedrooms): Description: 2 2201 Number of current residents: Does residence have a garbage grinder? Does residence have a water treatment unit? If yes, discharges to: SEASONAL z ❑ Yes iin No ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection information in this report.) Laundry system inspected? Seasonal use? Water meter readings, if available (last 2 years usage (gpd)): Detail: Sump pump? Last date of occupancy: ❑ Yes ® No O Yes ® No ® Yes ❑ No '21 - 8 GPD '20 - 0 GPD O Yes ® No SEASONAL/ Date 15insp doc • rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 7 of 18 Commonwealth of Massachusetts Owner information is required for every page. Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 176 CANOE POND DR Property Address RUDOLF & MARIANNE BAUER, HONDRICHSTRASSE 5, CH3700, SWITZERLAND Owner's Name BREWSTER MA 02631 7/26/2022 City/Town State Zip Code Date of Inspection D. System Information (cont.) 2. Commercial/Industrial Flow Conditions: Type of Establishment: Design flow (based on 310 CMR 15.203): Gallons per day (gpd) Basis of design flow (seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Water treatment unit present? ❑ Yes ❑ No If yes, discharges to: Industrial waste holding tank present? ❑ Yes ❑ No Non -sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other (describe below): 3. Pumping Records: Source of information: Was system pumped as part of the inspection? If yes, volume pumped: How was quantity pumped determined? Reason for pumping: LAST RECORD FOUND FROM BOH STATED 1992 ❑ Yes ® No gallons t5insp.cloc • rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 8 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form 1 Subsurface Sewage Disposal System Form - Not for Voluntary Assessments c \ 176 CANOE POND DR Owner information is required for every page. Property Address RUDOLF & MARIANNE BAUER, HONDRICHSTRASSE 5, CH3700, SWITZERLAND Owner's Name BREWSTER MA 02631 7/26/2022 City/Town State Zip Code Date of Inspection D. System Information (cont.) 4. Type of System: Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract (to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other (describe): Approximate age of all components, date installed (if known) and source of information: 1974 PER BOH j Were sewage odors detected when arriving at the site? 5. Building Sewer (locate on site plan): Depth below grade: Material of construction: cast iron ® 40 PVC ❑ other (explain): Distance from private water supply well or suction line: 84" ❑ Yes ® No feet 10'+ feet Comments (on condition of joints, venting, evidence of leakage, etc.): LINE CHECKED WITH SEWER CAMERA AND WAS FOUND TO BE CLEAN AND PROPERLY ji PITCHED 15insp.doc • rev 7/2612018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 9 of 18 Commonwealth of Massachusetts Owner information is required for every page. Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 176 CANOE POND DR Property Address RUDOLF & MARIANNE BAUER, HONDRICHSTRASSE 5, CH3700, SWITZERLAND Owner's Name BREWSTER MA 02631 7/26/2022 City/Town State Zip Code Date of Inspection D. System Information (cont,) 6. Septic Tank (locate on site plan): Depth below grade: Material of construction: ® concrete ❑ metal ❑ fiberglass 76" feet ❑ polyethylene ❑ other (explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes El No 1000 GALLONS Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? 2" 1" ESTIMATED Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 1000 GALLON TANK IN GOOD CONDITION. CONCRETE BAFFLE IN PLACE AND CLEAN. TANK AT NORMAL OPERATING LEVEL. COVER ON RISER 3" BELOW GRADE I; t5insp doc • rev, 7/2612018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 10 of 18 Commonwealth of Massachusetts Title 5 Official Inspection Form A Subsurface Sewage Disposal System Form - Not for Voluntary Assessments Owner information is required for every page. 176 CANOE POND DR Property Address RUDOLF & MARIANNE BAUER, HONDRICHSTRASSE 5, CH3700, SWITZERLAND Owner's Name BREWSTER MA 02631 7/26/2022 City/Town State Zip Code Date of Inspection D. System Information (cont.) 7. Grease Trap (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal Dimensions: Scum thickness feet ❑ fiberglass ❑ polyethylene ❑ other (explain): Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle — Date of last pumping: Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 8. Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal Dimensions: Capacity: Design Flow: 0 fiberglass ❑ polyethylene 0 other (explain): gallons gallons per day t5insp.doc • rev 7/26/2018 Title 5 Official Inspection Form Subsurface Sewage Disposal System • Page 11 of 18 Commonwealth of Massachusetts Owner information is required for every page. Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 176 CANOE POND DR Property Address RUDOLF & MARIANNE BAUER, HONDRICHSTRASSE 5, CH3700, SWITZERLAND Owner's Name BREWSTER MA 02631 7/26/2022 City/Town State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank (cont.) Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): * Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No 9. Distribution Box (if present must be opened) (locate on site plan): Depth of liquid level above outlet invert Comments (note if box is level and distribution tRp lets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): �V\ N/A l5insp.doc • rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 12 of 18 Commonwealth of Massachusetts p Title 5 Official Inspection Form 'r. Owner information is required for every page. Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 176 CANOE POND DR Property Address RUDOLF & MARIANNE BAUER, HONDRICHSTRASSE 5, CH3700, SWITZERLAND Owner's Name BREWSTER MA 02631 7/26/2022 City/Town State Zip Code Date of Inspection D. System Information (cont.) 10. Pump Chamber (locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. 11. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: — t5insp.ouc • rev. 7126/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 13 of 18 Owner information is required for every page. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 176 CANOE POND DR Property Address RUDOLF & MARIANNE BAUER, HONDRICHSTRASSE 5, CH3700, SWITZERLAND Owner's Name BREWSTER MA 02631 7/26/2022 City/Town State Zip Code Date of Inspection D. System Information (cont.) 11. Soil Absorption System (SAS) (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): 6'X4' PIT FOUND WITH 1' OF EFFLUENT DURING INSPECTION. COVER IS ON RISER 3" BELOW GRADE. 12. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth — top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater inflow ❑ Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp.doc • rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 14 of 18 Commonwealth of Massachusetts p Title 5 Official Inspection Form Owner information is required for every page. Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 176 CANOE POND DR Property Address RUDOLF & MARIANNE BAUER, HONDRICHSTRASSE 5, CH3700, SWITZERLAND Owner's Name BREWSTER MA 02631 7/26/2022 City/Town State Zip Code Date of Inspection D. System Information (cont.) 13. Privy (locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp doc • rev. 7/2612018 Title 5 Official Inspection Form' Subsurface Sewage Disposal System • Page 15 of 18 Owner information is required for every page. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 176 CANOE POND DR Property Address RUDOLF & MARIANNE BAUER, HONDRICHSTRASSE 5, CH3700, SWITZERLAND Owner's Name BREWSTER MA 02631 7/26/2022 City/Town State Zip Code Date of Inspection D. System Information (cont.) 14. Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand -sketch in the area below ❑ drawing attached separately • ter . 7 �" j, .�,, 'r ' r z i �• J7 }•-. f c:.,lr y� �..-ttw1-•.ffi. ' ffj •`. 7,i' //Air V IJ( S}jSj i e.2 )1 t5insp doc • rev. 7/26/2018 Title 5 Official inspection Form. Subsurface Sewage Disposal System • Page 16 of 18 Commonwealth of Massachusetts Owner information is required for every page. Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 176 CANOE POND DR Property Address RUDOLF & MARIANNE BAUER, HONDRICHSTRASSE 5, CH3700, SWITZERLAND Owner's Name BREWSTER MA 02631 7/26/2022 City/Town State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam: ® Check Slope ® Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: +14' feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health - explain: ❑ Checked with local excavators, installers - (attach documentation) ❑ Accessed USGS database - explain: You must describe how you established the high ground water elevation: HAND AUGER PERFORMED ONSITE AT TIME OF INSPECTION TO 14' ENCOUNTERED NO GROUNDWATER. MAX BOTTOM OF SAS AT 10' (1 Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp doc • rev. 7/2612018 Title 5 Official Inspection Form. Subsurface Sewage Disposal System • Page 17 of 18 Owner information is required for every page. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 176 CANOE POND DR Property Address RUDOLF & MARIANNE BAUER, HONDRICHSTRASSE 5, CH3700, SWITZERLAND Owner's Name BREWSTER MA 02631 7/26/2022 City/Town State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: ® A. Inspector Information: Complete all fields in this section. ® B. Certification: Signed & Dated and 1, 2, 3, or 4 checked • C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria) and 6 (Checklist) completed • D. System Information: For 8: Tight/Holding Tank — Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included t5insp doc • rev 7126/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 18 0118 TOWN OF BREWSTER 2198 MAIN STREET BREWSTER, MA 02631 PHONE: (508) 896-3701 ExT 1120 FAx: (508) 896-4538 BRHEALTH@TO WN.BRE W STER.MA. US APPLICATION FOR VARIANCE(S) E OF IITE.HCIF V E D AUG 23 2022 BREWS iFR HEALTH DEPARTMENT MENT Date: v\lavtB4- &0,a Name of Applicant: J I \1 VC C, n ,IMailing Address: 8531 1 cy , n 7 tV a,, a S 0 8 FIG 1) ct h c� s -rn n c hh , C� S O 1� 9 J J l `` J an a 'A I �Fc -pr e r �- Telephone # '? / b C1 6 " U l a. Email: e I I'�i h if (1 C c o ., cA 't, cc3 G ��d YeS�, Owner(s) of Record: e,h rn n c� o CJe ti VC C O J Mailing Address: --Z v/ � l d/? �%L r 7/� ✓5/7 it k e_ . 1p T C E� A -D `r , Map/Parcel No. 74- /22 Property Address: db3 l Design Engineer/Sanitarian: Firm/Company Name: Mailing Address: Telephone #: Email address: l / 7p Signature (i�r-L✓� Applicant or Engineer New Construction ❑ Voluntary Upgrade o Addition ❑ Failed system o Real Estate Transfer o f� Design flow of existing system: Design flow of proposed system: Total sewage flow of site: Conservation Commission approval required: yes o no o Date of hearing: List of all Variances from State and Local codes (add sheets if needed) TITLE 5, Sec. #: Description of Variance(s) Brewster Reg. #: /9 Description/ • of Variance(s)/ 4/ ,G DCCri�l ',' /i/ 7 .�.E; Cj ' /G� % �G, !� /47Ai Residential ❑ Other o W W W.TOWN.BREWSTER.MA.US pCORPORK a. 3 J/Irrrlli iililtliu�\\\\� Town of Brewster 2198 MAIN STREET BREWSTER, MASSACHUSETTS 02631-1898 PHONE: 508.896.3701 EXT. 1120 FAX: 508.896.4538 brhealth(brewster-ma.gov WWW.BREWSTER-MA.GOV AGENDA ACTION ITEM FORM BOH Variance Agenda Item ❑ In -House Local Upgrade Approval Other: 300' variance request to Sheep Pond® Board of Health Meeting Date: September 21, 2022 Project Location: 208 Sheep Pond Drive Owner's Name & Address: Ellen & Roger Vacco 208 Sheep Pond Drive Brewster, MA 02631 Applicant: Ellen & Roger Vacco Date Requested: August 28, 2022 Title 5 Variance Request: Board of Health Variance Request: Other: Health Department Amy L. von Hone, R.S., C.H.O. Director Map & Parcel: 74/5 Sherrie McCullough, R.S. Assistant Director Tammi Mason Senior Department Assistant Yes ❑ No El Yes❑ No DX 300' Pond Setback Yes ❑ NoCI 1. In ESA — existing septic system within 300' of Sheep Pond Assistant Health Director's Recommendation: Approve with following comments and conditions 1. The existing property consists of an existing 3 -bedroom dwelling serviced by a 1982 Title 5 septic system with town water. The lot is approximately 25,700 sf and is subject to local ESA restrictions. 2. Per the Title 5 Inspection Report, the leach chamber system (one 6'X 6' leach pit with 2' of stone) is approximately 265' +/- from the edge of Sheep Pond. Ground water separation is greater than four feet to the bottom of the SAS. 3. Per the Water Table Map, groundwater is flowing northeasterly, and the existing septic system is located downgradient of the pond and therefore, will not impact the pond as currently situated. N:\Health\BOH Decision Letters\Septic Variance In -House Decisions\Real Estate Transfer Approvals\208 Sheep Pond Drive in house variance request.docx Town of Brewster 2198 MAIN STREET BREWSTER, MASSACHUSETTS 02631-1898 PHONE: 508.896.3701 EXT. 1120 FAX: 508.896.4538 brhealth(ibrewster-ma.aov WWW.BREWSTER-MA.GOV August 30, 2022 Ellen & Roger Vacco 208 Sheep Pond Drive Brewster, MA 02631 Health Department Amy L. von Hone, R.S., C.H.O. Director Sherrie McCullough, R.S. Assistant Director Tammi Mason Senior Department Assistant Re: 208 Sheep Pond Drive — Septic System In -House Variance Request Approval Dear Mr. & Mrs. Vacco: The Health Department has reviewed your variance request and hereby approves the existing leaching facility to remain less than 300 feet from Sheep Pond as required by the Brewster Leaching Facility Setback Regulation. If you have any questions about the above matters, please do not hesitate to contact this office. Sincerely, = ✓✓t ��, ,'die (LlifiLclL Sherrie McCullough, RS Assistant Health Director cc: File N:\Health\BOH Decision Letters\Septic Variance In -House Decisions\Real Estate Transfer Approvals\208 Sheep Pond Drive Approval Letter 8.30.2022.docx.doc L The data shown on this site a rc pro vided l or info rma tio nal an d plan nin g pu rpose s only. The Town and as consultants are no t responsible ta r the misu se or misreprese ntation of the data . 2+2,4 230 242a 250 j0,1111111153 Jv/ s 0 35 t\o168 cv 1-7-8 200n 172 172 157 02-4 10 , 4c Jp X'er. '24 3' 1-5' 36 ��. �ftsok o 46 s� 0� 1 3 4.;,,4.;,,� 56 2�2,g 32\\ 0 �s o 443 • 68 216 0 42 • 219 o, `, 22,7 D. fi% c 5,$ 237 * v 66 � 74 259 317 267 ■ ig • 33 3 1` Edpe of Pavement Buildings Parcels DEP Wetlands Wetland — Cra nb erry Bog 200 400 ft Printed on 08/18/2022 at 03:08 PM MapsOnline by PeopleGIS Subsurface Sewage Disposal System Inspection Appendix Brewster Board of Health 2198 Main Street Brewster, Massachusetts 02631-1898 (508) 896-3701 Ext. 1120 Email: brhealth@brewster-ma.gov MBL: 74-5-0 Property Address: 208 SHEEP POND DRIVE BREWSTER, MA 02631 Property Owner: VACCO ROGER P & ELLEN E Owner Address: 208 SHEEP POND DRIVE BREWSTER, MA 02631 Name of Inspector: Armando Pantoja Company Name, Address & Phone Number: Accu Sepcheck, 17 Northside Drive, South Dennis, MA 02660 508-385-5891 Date of Inspection: August 8, 2022 This inspection represents: Real Estate Transfer Permit No. 64667 A) System Passes B) System Conditionally Passes Septic tank covers are more than 12 inches below the finished grade X C) Further evaluation is required by the Board of Health Records show excessive pumping three or more times within any eighteen (18) month period for residential or Commercial property; except for required grease trap maintenance for commercial property. The leaching facility or facilities are located within 300 feet of a pond or lake. D) System Fails (Brewster Real Estate Transfer requirements) The system is in a state of disrepair such that it cannot function as it was originally intended; The lack of a 4 foot protective zone between the bottom of the system and the groundwater; Any other problem as defined by the Board of Health or its Director; The sewage disposal system consists of a single cesspool, or cesspools. *********************************************************************************************** The Brewster Health Department has reviewed and accepted this report based on the information contained therein. This inspection reflects the present condition of the Sanitary System and is not any guarantee as to the life or future condition of said system. Re -Inspection after work completed: In House variance granted 8/30/2022. Septic inspection is approved. S. August 31, 2022 Date Approved Approved by Sherrie McCullough, R.S. - Assistant Health Director Please be advised of ADDITIONAL BOARD OF HEALTH REGULATIONS: 1. All private wells are required to be analyzed prior to approval of the Subsurface Sewage Disposal System Inspection form, and sixty (60) days prior to transfer of property. Town of Brewster Health Department 2198 Main Street Brewster, Massachusetts 02631-1898 (508) 896-3701 Ext. 120 FAX (508) 896-4538 RECEIVE. AUG 13 2e22 BREWSTER HF—Ai f DEPAIZ FrVIE l FEE: 42-5:00 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FO APPENDIX BREWSTER REGULATION Map ‘---14 Lot Property Address: ZO£S eS\•-•%at.Pc?c5 + - ` Owner Address: Name of Inspector: CArr-s1a.ndo Company Name, Address & Phone Number: — ams-fin S J7 R c 1 .. Se Date of Inspection: if pct. cit-R-)142z twv Ulu gytt— cP seitu Nor-14.s'; d�l r S. inn i S sc!),{?-za2Z fig _32 -' Si This inspection represents (check one) 1,1 Estate Transfer () Addition/alteration A) System Passes B) System Conditionally Passes Septic tank covers are more than 12 inches below the finished grade C) Further evaluation is required by the Board of Health Records show excessive pumping three or more times within any eighteen (18) month period for residential or ommercial property; except for required grease trap maintenance for commercial property. The leaching facility or facilities are located within 300 feet of a pond or lake D) System Fails (Brewster Real Estate Transfer requirements) The system is in a state of disrepair such that it cannot function as it was originally intended; The lack of a 4 foot protective zone between the bottom of the system and the groundwater; Any other problem as defined by the Board of Health or its Director; The sewage disposal system consists of a single cesspool, or cesspools. The Brewster Health Department has reviewed and accepted this report based on the information contained therein. This inspection reflects the present condition of the Sanitary System and is not any guarantee as to the life or future condition of said system. Pc 9c/c' Approving Authority ) Date Please be advised of ADDITIONAL BOARD OF HEALTH REGULATIONS: 1. All private wells are required to be analyzed prior to approval of the Subsurface Sewage Disposal System Inspection form, and sixty (60) days prior to transfer of property. Commonwealth of Massachusetts F Title 5 Official Inspection Form Owner information is required for every page. Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 208 Sheep Pond Drive Brewster MA Property Address Roger and Ellen Vacco 208 Sheep Pond Drive Owner's Name Brewster MA 02631 08/08/2022 City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. A. Inspector Information Armando Pantoja Name of Inspector Joe Martins dba Accu Sepcheck LLC Company Name 17 Northside Drive Company Address South Dennis MA 02660 City/Town State 508-385-5891 SI 14296 Telephone Number License Number Zip Code B. Certification I certify that: I am a DEP approved system inspector in full compliance with Section 15.340 of Title 5 (310 CMR 15.000); I have personally inspected the sewage disposal system at the property address listed above; the information reported below is true, accurate and complete as of the time of my inspection; and the inspection was performed based on my training and experience in the proper function and maintenance of on -site sewage disposal systems. After conducting this inspection I have determined that the system: 1. ❑ Passes 2. ❑ Conditionally Passes 3. ® Needs Further Evaluation by the Local Approving Authority 4. ❑ Fails 42+ 08/09/2022 Inspectors Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP) within 30 days of completing this inspection. If the system has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original form should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Please note: This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. t5insp.doc • rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 1 of 18 Commonwealth of Massachusetts 0 Title 5 Official Inspection Form Owner information is required for every page. Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 208 Sheep Pond Drive Brewster MA Property Address Roger and Ellen Vacco 208 Sheep Pond Drive Owner's Name Brewster MA 02631 08/08/2022 City/Town State Zip Code Date of Inspection C. Inspection Summary Inspection Summary: Complete 1, 2, 3, or 5 and all of 4 and 6. 1) System Passes: ❑ 1 have not found any information which indicates that a of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any .ilure criteria not evaluated are indicated below. Comments: 2) System Conditionally Pass s: ❑ One or more system components as described in the "Condition. Pass" section need to be replaced or repaired. The system, upon completion of the repl ement or repair, as approved by the Board of Health, will pass. Check the box for "yes", "no" or "not determined" (Y, N, ND) f• the following statements. If "not determined," please explain. The septic tank is metal and over 20 years old* or the sc•tic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration • tank failure is imminent. System will pass inspection if the existing tank is replaced with a com ' ying septic tank as approved by the Board of Health. * A metal septic tank will pass inspection if it is tructurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less t : n 20 years old is available. ❑ Y ❑ N ❑ ND (Ex • ain below): t5insp.doc • rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 2 of 18 Owner information is required for every page. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 208 Sheep Pond Drive Brewster MA Property Address Roger and Ellen Vacco 208 Sheep Pond Drive Owner's Name Brewster MA 02631 08/08/2022 State Zip Code Date of Inspection City/Town C. Inspection Summary (cont.) 2) System Conditionally Passes (cont.): ❑ Pump Chamber pumps/alarms not operational. System will pass with Board of Health approval if pumps/alarms are repaired. ❑ Observation of sewage backup or break out or high static water I- • el in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or u -ven distribution box. System will pass inspection if (with approval of Board of Health): ❑ broken pipe(s) are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed P Y ❑ N ❑ ND (Explain b- ow): ❑ distribution box is leveled or replace. ❑ Y ❑ N ❑ ND (Ex : ain below): ❑ The system required p ping more than 4 times a ear due to broken or obstructed pipe(s). The system will pass ins . -ction if (with approval oft - Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ Y ❑ N ❑ ND (Explain below): Further Evaluation is Required by the Board of Health: ® Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. % a. Sys em i un ess Board -of -Health determines in_ac_cordiance-with-3f0—CMR 15.303(1)(b) that the system is not functioning in a manner which will protect public health, safety and the environment: t5insp.doc • rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 3 of 18 Commonwealth of Massachusetts F Owner information is required for every page. Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 208 Sheep Pond Drive Brewster MA Property Address Roger and Ellen Vacco 208 Sheep Pond Drive Owner's Name Brewster MA 02631 08/08/2022 City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh b. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance: ** This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. c. Other LEACHING PIT DISTANCE TO POND IS 265'. 4) System Failure Criteria Applicable to All Systems: !1 You must indicate "Yes" or "No" to each of the following for all inspections: Yes No LI El Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool t5insp.doc • rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 4 of 18 Commonwealth of Massachusetts F Title 5 Official Inspection Form Owner information is required for every page. Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 208 Sheep Pond Drive Brewster MA Property Address Roger and Ellen Vacco 208 Sheep Pond Drive Owner's Name Brewster MA 02631 08/08/2022 City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) 4) System Failure Criteria Applicable to All Systems: (cont.) / Yes No O El O El O El O El 0 El Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/2 day flow Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: Any portion of the SAS, cesspool or privy is below high ground water elevation. Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. Any portion of a cesspool or privy is within a Zone 1 of a public water supply well. Any portion of a cesspool or privy is within 50 feet of a private water supply well. Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory, for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] The system is a cesspool serving a facility with a design flow of 2000 gpd- 10,000 gpd. The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. 5) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either "yes" or "no" to each of the following, in addition to the questions in Section C.4. Yes No ❑ ❑ the system is within d0 feet of a surface drinking water supply ❑ ❑ the system is in 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system located in a nitrogen sensitive area (Interim Wellhead Protection Area — I A) or a mapped Zone II of a public water supply well t5insp.doc • rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 5 of 18 Commonwealth of Massachusetts F Title 5 Official Inspection Form Owner information is required for every page. Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 208 Sheep Pond Drive Brewster MA Property Address Roger and Ellen Vacco 208 Sheep Pond Drive Owner's Name Brewster MA 02631 08/08/2022 City/Town State Zip Code Date of Inspection C. Inspection Summary (cont.) If you have answered "yes" to any question in Section C.5 the system is considered a significant threat, or answered "yes" to any question in Section C.4 above the large system has failed. The owner or operator of any large system considered a significant threat under Section C.5 or failed under Section C.4 shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. 6. You must indicate "yes" or "no" for each of the following for all inspections: ,/ Yes No ® ❑ Pumping information was provided by the owner, occupant, or Board of Health El ® Were any of the system components pumped out in the previous two weeks? ® ❑ Has the system received normal flows in the previous two week period? ® ® Have large volumes of water been introduced to the system recently or as part of this inspection? ® ❑ Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? 7 �•n C. At ® ❑ Were all system components, e tiding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® ❑ Was the facility owner (and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ® ❑ Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] t5insp.doc • rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 6 of 18 Commonwealth of Massachusetts F Title 5 Official Inspection Form Owner information is required for every page. Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 208 Sheep Pond Drive Brewster MA Property Address Roger and Ellen Vacco 208 Sheep Pond Drive Owner's Name Brewster MA 02631 08/08/2022 City/Town State Zip Code Date of Inspection D. System Information 1. Residential Flow Conditions: Number of bedrooms (design): 4 ; 3 Number of bedrooms (actual): DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x # of bedrooms): 440 GPCP Description: 1000 GALLON SEPTIC TANK, DISTRIBUTION BOX, 6' X 6' LEACH PIT WITH 2' STONE SURROUND Number of current residents: Does residence have a garbage grinder? Does residence have a water treatment unit? If yes, discharges to: 2 ❑ Yes No ❑ Yes ® No Is laundry on a separate sewage system? (Include laundry system inspection information in this report.) Laundry system inspected? Seasonal use? Water meter readings, if available (last 2 years usage (gpd)): Detail: 2021: 48,000 G ; 2020: 42,000 G El Yes ® No El Yes ❑ No El Yes ® No 123 GPD Sump pump? Last date of occupancy: ❑ Yes ® No 08/08/2022 - Date i t5insp.doc • rev, 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 7 of 18 Owner information is required for every page. Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 208 Sheep Pond Drive Brewster MA Property Address Roger and Ellen Vacco 208 Sheep Pond Drive Owner's Name Brewster MA 02631 08/08/2022 City/Town State Zip Code Date of Inspection D. System Information (cont.) 2. Commercial/Industrial Flow Conditions: Type of Establishment: Design flow (based on 310 CMR 15.203): Basis of design flow (seats/persons/sq. ' ., etc.): Gallons per day (gpd) Grease trap present? ❑ Yes ❑ No Water treatment unit presen ❑ Yes ❑ No If yes, disch . rges to: Industrial waste holdi g tank present? ❑ Yes ❑ No Non -sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other (describe below): 3. Pumping Records: Source of information: Was system pumped as part of the inspection? If yes, volume pumped: How was quantity pumped determined? Reason for pumping: 04/10/2001 PER BREWSTER HD. f .- ❑ Yes ® No gallons t5insp.doc • rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 8 of 18 Commonwealth of Massachusetts F Title 5 Official Inspection Form Owner information is required for every page. Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 208 Sheep Pond Drive Brewster MA Property Address Roger and Ellen Vacco 208 Sheep Pond Drive Owner's Name Brewster MA 02631 08/08/2022 City/Town State Zip Code Date of Inspection D. System Information (cant.) 4. Type of System: Septic tank, distribution box, soil absorption system ❑ Single cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract (to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other (describe): Approximate age of all componentsj,datelnstalled (if known) and source of information: AGE: 40 YEARS ; INSTALLEQ/ 1982 ;,, SOURCE: PER BREWSTER HD. Were sewage odors detected when arriving at the site? 5. Building Sewer (locate on site plan): Depth below grade: Material of construction: ❑ cast iron 40 PVC ❑ other (explain): Distance from private water supply well or suction line: ❑ Yes ® No —2 feet >10 feet Comments (on condition of joints, venting, evidence of leakage, etc.): NO EVIDENCE OF LEAKAGE. t5insp.doc • rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 9 of 18 Commonwealth of Massachusetts F Title 5 Official Inspection Form Owner information is required for every page. Dimensions: Sludge depth: Distance from top of sludge to bottom of outlet tee or baffle Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 208 Sheep Pond Drive Brewster MA Property Address Roger and Ellen Vacco 208 Sheep Pond Drive Owner's Name Brewster MA 02631 08/08/2022 City/Town State Zip Code Date of Inspection D. System Information (cont.) 6. Septic Tank (locate on site plan): Depth below grade: Material of construction: concrete ❑ metal ❑ fiberglass 1.5 feet ❑ polyethylene ❑ other (explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No 8.5'X6'X5', 1000 GAL 4" 0" „6" 14" CORETAKER Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): HAS A PVC INLET TEE AND A CONCRETE OUTLET TEE IN GOOD CONDITION. LIQUID LEVEL y1 _l.F'f48" AT OUTLET INVERT. NO EVIDENCE OF LEAKAGE. t5insp.doc • rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 10 of 18 Commonwealth of Massachusetts F Title 5 Official Inspection Form Owner information is required for every page. Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 208 Sheep Pond Drive Brewster MA Property Address Roger and Ellen Vacco 208 Sheep Pond Drive Owner's Name Brewster City/Town MA 02631 08/08/2022 State Zip Code Date of Inspection D. System Information (cont.) 7. Grease Trap (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal feet ❑ fiberglass ❑ polyethylene ❑ other (explain): Dimensions: Scum thickness Distance from top of scum to to of outlet tee or baffle Distance from bottom of scu to bottom of outlet tee or baffle Date of last pumping: / Date Comments (on pumpi recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): 8. Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): NOT APPLICABLE Depth below grade: Material of construction: ❑ concrete ❑ metal Dimensions: Capacity: Design Flow: ['fiberglass ❑ polyethylene ❑ other (explain): gallons gallons per day t5insp.doc • rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 11 of 18 Commonwealth of Massachusetts F Title 5 Official Inspection Form Owner information is required for every page. Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 208 Sheep Pond Drive Brewster MA Property Address Roger and Ellen Vacco 208 Sheep Pond Drive Owner's Name Brewster MA 02631 08/08/2022 City/Town State Zip Code Date of Inspection D. System Information (cont.) 8. Tight or Holding Tank (cont.) Alarm present: ❑ Y -s ❑ No Alarm level: arm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float swi hes, etc.): * Attach copy of current pumping contract (required). Is copy attached? ❑ Yes ❑ No 9. Distribution Box (if present must be opened) (locate on site plan): AT INVERT Depth of liquid level above outlet invert Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): DBOX IS IN GOOD CONDITION WITH 1 PIPE IN AND 1 PIPE OUT. NO EVIDENCE OF SOLIDS ()-;' CARRYOVER. t5insp.doc • rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 12 of 18 Commonwealth of Massachusetts F Title 5 Official Inspection Form Owner information is required for every page. Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 208 Sheep Pond Drive Brewster MA Property Address Roger and Ellen Vacco 208 Sheep Pond Drive Owner's Name Brewster City/Town MA 02631 08/08/2022 State Zip Code Date of Inspection D. System Information (cont.) 10. Pump Chamber (locate on site plan): Pumps in working order: ❑ Yes ❑ No* Alarms in working order: ❑ Yes ❑ No* Comments (note condition of pump amber, condition of pumps and appurtenances, etc.): * If pumps or alarms are not in working order, system is a conditional pass. 11. Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ❑ overflow cesspool number: ❑ innovative/alternative system Type/name of technology: O'6'X6' PIT W 2' F STONE, t5insp.doc • rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 13 of 18 Commonwealth of Massachusetts F Title 5 Official Inspection Form Owner information is required for every page. Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 208 Sheep Pond Drive Brewster MA Property Address Roger and Ellen Vacco 208 Sheep Pond Drive Owner's Name Brewster MA 02631 08/08/2022 City/Town State Zip Code Date of Inspection D. System Information (cant.) 11. Soil Absorption System (SAS) (cont.) Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): SAS TYPE: ONE 6'X6' LEACHING WITH 2' OF STONE. LIQUID LEVEL: 1' STAINLINE: 1.5' ABOVE LIQUID LEVEL CONDITION OF STONE: CLEAN/VISIBLE/1'J1C_ GRADE TO SAS BOTTOM: 8.6' U 12. Cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration Depth — top of liquid to inlet invert Depth of solids layer Depth of scum layer Dimensions of cesspool Materials of construction Indication of groundwater in, ow ❑ Yes ❑ No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.) : t5insp.doc • rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 14 of 18 Commonwealth of Massachusetts F Title 5 Official Inspection Form Owner information is required for every page. Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 208 Sheep Pond Drive Brewster MA Property Address Roger and Ellen Vacco 208 Sheep Pond Drive Owner's Name Brewster MA 02631 08/08/2022 City/Town State Zip Code Date of Inspection D. System Information (cont.) 13. Privy (locate on site plan): Materials of construction: Dimensions Depth of solids NOT APPLICABLE NOT APP ICABLE APPLICABLE Comments (note condition of soil, signs of ydraulic failure, level of ponding, condition of vegetation, etc.): NOT APPLICABLE t5insp.doc • rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 15 of 18 Commonwealth of Massachusetts Owner information is required for every page. Title 5 Official Inspection Form Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 208 Sheep Pond Drive Brewster MA Property Address Roger and Ellen Vacco 208 Sheep Pond Drive Owner's Name Brewster MA 02631 08/08/2022 City/Town State Zip Code Date of Inspection D. System Information (cont.) 14. Sketch Of Sewage Disposal System: l Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand -sketch in the area below ❑ drawing attached separately Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 16 of 18 t5insp.doc • rev. 7/26/2018 Commonwealth of Massachusetts F Title 5 Official Inspection Form Owner information is required for every page. Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 208 Sheep Pond Drive Brewster MA Property Address Roger and Ellen Vacco 208 Sheep Pond Drive Owner's Name Brewster MA 02631 08/08/2022 City/Town State Zip Code Date of Inspection D. System Information (cont.) 15. Site Exam: ® Check Slope • Surface water ® Check cellar ® Shallow wells Estimated depth to high ground water: (-62 eet; Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ❑ Observed site (abutting property/observation hole within 150 feet of SAS) ❑ Checked with local Board of Health - explain: ❑ Checked with local excavators, installers - (attach documentation) ❑ Accessed USGS database - explain: GOOGLE MAPS, CCC GROUNDWATER CONTOUR MAPS OR JOHNSON & DAVIS MAP, FRIMPTER. You must describe how you established the high ground water elevation: SITE ELEVATION IS 102' ASL WITH A GROUNDWATER CONTOUR OF 32' ASL. MAX 1( GROUNDWATER RISE 8'. GRADE TO SAS BOTTOM IS 8.6' . (; I SEPARATION MATH: 102-(32+8+8.6)= 53.4'. Before filing this Inspection Report, please see Report Completeness Checklist on next page. t5insp.doc • rev. 7/28/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 17 of 18 Commonwealth of Massachusetts F Title 5 Official Inspection Form Owner information is required for every page. Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 208 Sheep Pond Drive Brewster MA Property Address Roger and Ellen Vacco 208 Sheep Pond Drive Owner's Name Brewster MA 02631 08/08/2022 City/Town State Zip Code Date of Inspection E. Report Completeness Checklist Complete all applicable sections of this form inclusive of: A. Inspector Information: Complete all fields in this section. ® B. Certification: Signed & Dated and 1, 2, 3, or 4 checked ® C. Inspection Summary: 1, 2, 3, or 5 completed as appropriate 4 (Failure Criteria) and 6 (Checklist) completed ® D. System Information: For 8: Tight/Holding Tank — Pumping contract attached For 14: Sketch of Sewage Disposal System drawn on pg. 16 or attached For 15: Explanation of estimated depth to high groundwater included t5insp.doc • rev. 7/26/2018 Title 5 Official Inspection Form: Subsurface Sewage Disposal System • Page 18 of 18 TOWN OF BR , WSTER 2198 MAIN SI'ttt;4't' BRf W8'1'F.R, MA 02631 Nom (508) 896.3701 GxT 1120 FAX: (508) 896.1538 BlilniAI,TH !t IIRHiVSTER•MA,COV OPIICIi of 11EALTH DIUPARINIENT ADDENDUM TO SEPTIC INSPECTION REPORT Inspection Location: CDFi S\.eee 19cx^d, Map & Parcel: 1. es'cle►ttial Property f/ of rooms Bedrooms Family Rooms Living Rooms Bathrooms Dicing Rooms Kitchens �(- Q, _ �! S Other: N Total: 8 34 2- 2. Floor Plan: Show alt floors includjn&basement: Commercial Property, Employees Toilets Rooms with bath Square Pee 3, is the sap c sysfe n, as tnspectc If not, list deficiencies: �,/ in RI compliance with either the 1978$() or 1995 0 This 5 Code? Yes 4. Is the system in the Zone 1I (Welllt {►ct Protection Area) Lot size: �S r -14X1 s-h" Yes No W WW,TO WN,BREWSTER,MA,US 1 TOWN OF BREWSTER ADDENDUM TO DEP SEPTIC INSPECTION REPORT Inspection Lo n �C)£� d8? L� Map & Parcel '1=` 5. Is ther a 4-s€ arati 5' separation (1995 code) Yesy No Betwe bottom of the sorption System (SAS) and adjusted\groundwater? RI2t4zowe.-e--- TOP OF FOUNDATION TOP OF GRADE = 0 Amt. of Stone = 2. 6. Town Water (X) or Private Well (_ ) Distance fro nearest septic system component: Top of S.A.S. = off. ' Bottom of S.A.S. = 8 -, Separation = (j3*t F Adjusted Groundwater = \ Observed Groundwater = 70 7. Wetlands or surface water within 100' of septic system? Yes Distance from nearest septic system component: > (0, 8. Groundwater flow direction: 9. Type of pine us d in system: PVC Orangeberg Other 10. Sanitary tees or baffles in place ( Yes —No- N/A? ) i Septic tank inlet Septic tank outlet Pump chamber inlet D -Box inlet Grease trap inlet Grease trap outlet Risers —1978 code within 12 inches of grade on septic tank Risers —1995 code within 6 inches of grade on all components One inspection port on SAS (1995 code) 'opt OMEN. 95 2 TE3T LOG3 LOA► NO SCAI...E EL=' , iE c'F Tt T5 ?) 1 ,7,Eia t_ ATt 0 IV P. ATE LEA T - IAN 2 t•'1 WIT zT� EY N . EL_t_i N EA.LTN M - r' -r ay z S I -K..ET EAAT DT1N1'S MAC t C v JAYE2 ENG01- N�"ER ED DESIGN CALCJL 0N3 DEE ICJ N FLO'el PO r t_NTIAL_ Cr 4 < C I Ic GPD = 440 C-�P'C A (O' 7<(p' i A4a-1 PIT CANI L t-ACJ-1 , VT = , 7yio()/ I + 3, 14 (t0 )6c01 q = 5"f7O Ci NSTALL•__ ; ONE- i C✓' X Co' LEA N P ! T, V; - STD v PL > ' -^c GPD 2E-47. T.:)/ IDaD UAL_ =, T1C-. 7ANK. , MINI MUM_ ALLC JE-C , N.5 1 ' I &ATI 0 N FO-)< SiiN NN10"T AL..-OL-D Virn-i '-H r CAF- r CLAN P r,- / EL_ - JC O 4" Sc-N 40 PVC, -� I .1- r~ ALL. uNE`, (2= ', /V- ..;=.11C1-4 01114 5 To 'It-n- -G" nt6i4 .CE SEPriC- TAtJk W/ SA NJ i TA4R ( Tf.-E'5) ALL I IqfL-TALLAT10 ki5 M U T / IA/ ik .1 '/ PEP PG`V- . ccki ST�ti�y Y �►I PO'Tf.- l i4 OPEN R...{SEY 4 / r p t.CTE Atsl\l M PO NENT L fri=,E !-S RD SAL_ 1 1 SLJaSECT' 7-7) JE -OGUL_ T AF -r= IC, K J P GAPA r ri-MT \ R.I. t -t - t DADS F,c7 r PVG i ---?'t 4" -k go "' VC- . % i7 '' �L r� F'i ; r L K1E. E-Xt C- D PO)( MUST -MA Lj LE'ut2 Folc . -v" F DO'.'1.1 P 4B-0" E bO \4 P RGE r ----7,---1 . l 1 ((re,1LAS Yt 1 - f - - rtlLat,l,ai i , P FzA- LJ N Jj p) -r- !- Co. --c 2 -c - FOR -tom TQ T MI,NINUN\ I -MENfT5 C 71-7L.E • 7itc,c- „ �Tcr1E -Tr /Ait (oo3 t TcP:6P.AP4-ItcAL PLAN or LANE I t t > REUIS 1 L , MAC, {•or CNe TQPHE MAMONA4, by N%GKER. N. ; -QC-, , 1 NC. 2LS L.EA(V� ,MA'S . ! Z ALK-i-j'_5T f9 I N r">A?1K- Tor c c o* • ec -o4C) ON FK)9h 5 , .S ,, • I (AFL ac.e- (Dw tkaPar RIM J )jam __-- - EL: 1c ^� , it )000 C.7/►L_ SIC r� 1 1 L-T741Ti1L ICc r PLAN G`• NTOU _ EXJ�TG 10' 'Ito LCACN P1T' - 1r' E+o* T -7-PITL, WM4)x ?wrc WATelt. '` y-► 1.,-1 ?PLY 4AJ_ E ; AEA{ SERA E'J BY Tom'A/N wArEIZ THE I NFOkisitATIOKI 14C ZE-ON r 4 , EWNI AWC�.D' DI NG TD ME RE-Qr-t I FE - - wc�-r-E=D P�sE� t -1 tJv NtEtJT'3 G1F TITLE '� OF T14E. 5T7aTE" P b_.c TA�� . AD7LSTED PL.) o51-7' - �►�(Tflutts ANt� ETU; Pf� Nt�E NT�L_ CPCE FCGIZ SL i P� - 1 G� r_ ' su.� � ptnt�trY• -c► ► O RH ER MI AN1CK A3 61' � ate frkiwAy v - rc5 i vC ACCA P tij -rci MA�>: • KEY MAP NO `>C Ac_ E ACNE DISPOSAL_ "C -DC TAE ,,/ACHE PROJF -', _oT- 73 4 firt AKI HAP F 1.tD DZIVE , TITLE ACr O�'�j Di5 POSAL 5YSTEM DRAWN BY R'r1 , Coastal EngineeringCo. Inc ARCHITECTURAL AND CONSTRUCTION ENGINEERS ,BOX 477 ROUTE 6a REVISED 8_10 -SL ORLEANS, MASS 02653 161 7) 265-4600 SCA LE IvC-57-ED APPROVEOBY DATE DRAWING NUMBER £2.-2C)U Town of Brewster IFl 0 1141-011 08/1/11 fill 111110 114 /yn .. ".- 173' � 2198 MAIN STREET BREWSTER, MASSACHUSETTS 02631-1898 PHONE: 508.896.3701 EXT. 1120 FAX: 508.896.4538 brhealth@brewster-ma.gov W W W.BREWSTER-MA.GOV BOH Joint Meeting with SB Monday, August 8, 2022, at 6:OOPM Virtual Meeting Health Department Amy L. von Hone, R.S., C.H.O. Director Sherrie McCullough, R.S. Assistant Director Tammi Mason Senior Department Assistant Board members attending virtually: Annette Graczewski, MT (ASCP), Chair; Kimberley Crocker Pearson, MS, MD, MPH, Vice Chair and David Bennett Interview Applicants and Vote to Fill Board of Health Vacancy- Joint Meeting with Selectboard Selectperson Chatelain recused himself from this agenda item due to relation with the applicant. Board of Health Chair Graczewski called the August 8th meeting to order and declared a quorum. Casey Chatelain the only applicant joined the meeting and introduced herself and provided a background of her experience. Member of the Board of Health and the Select Board took turns interviewing the candidate. Board of Health Member Dave Bennett asked if the applicant sees any conflict in being on the Conservation Commission and the Board of Health? Ms. Chatelain responded that she does not, these are two separate regulations, and she would make it very clear which hat she was wearing at time of commenting or voting on a particular regulation. Board of Health member Kim Crocker Pearson commented that she was part of the lobbying effort to bring Ms. Chatelain onto the Board and looks forward to her participation. Board of Health Chair Graczewski noted Ms. Chatelain submitted her application in June and asked if there have been any changes that are not reflected on her resume that was submitted. Ms. Chatelain responded that in a couple of weeks her time with Barnstable Clean Water Coalition will end and she will be joining Horsley Witten. At that point she will be submitting conflict of interest for Conservation Commission for any projects that come before either regulatory board. Ms. Chatelain has spoken to her employer about her interest in serving on the Board of Health and they have encouraged her to do so. She added that she will be working on projects not related to Brewster. Chair Graczewski asked if Ms. Chatelain is familiar with Board of Health duties? Ms. Chatelain responded that she has attended a fair amount of Barnstable Board of Health meetings, getting 14 innovative alternative septic systems permitted and, in the ground, considers herself familiar with the ins and outs of Title V and considers herself a quick study in getting up to speed on other aspects of the Board of Health. Member Bennett commented it is his understanding that there will be some direct relationships with Horsley Witten as the consultant for the Comprehensive Wastewater Planning, those are going to be a big part of decisions made shortly the Town is going in with the possible changes to Title V. Mr. Bennett asked as they are directly employed in this program, would you be recusing yourself from votes relative to their interaction with the Board of Health. Ms. Chatelain answered they would be serving as a consultant and not requesting anything, of course she would submit to the State and let them decide. Selectperson Bingham thanked Ms. Chatelain for applying and commented that she has a special appreciation for the Board of Health and all they do. Selectperson Hoffmann echoed Selectperson Bingham's comments and added that looking at her application and her experiences makes her a perfect fit. Noted her appreciation of questions related to conflict of interest. Chair Whitney thanked Ms. Chatelain and asked her if she is aware of the time commitment this position will have and do you have the time to devote? Ms. Chatelain responded, "yes and yes". Board of Health took a roll call vote to approve the appointment of Casey Chatelain. Member Bennett- yes, member Pearson- yes, Chair Graczewski-yes. The Board of Health vote was 3 -Yes, 0 -No. Selectperson Hoffmann moved to appoint Casey Chatelain to the Board of Health. Selectperson Bingham second. A roll call vote was taken. Selectperson Hoffmann -yes, Selectperson Bingham -yes, Chair Whitney -yes. The Board vote was 3 -Yes, 0 -No. Board of Health Member Pearson moved to adjourn. Member Bennett second. A roll call vote was taken. Member Bennett- yes, Member Pearson- yes, Chair Graczewski-yes. The Board of Health vote was 3 -Yes, 0 -No. \\\\o\\\\\\\\\\\Wu\\1 l luUJII////J/ �\\\Q i' tiR Dxw Ei�9'0_ j • !VA 119 i � *14-r RPORAjp �llllll111111I11 A410\\\\\\\\\ Town of Brewster 2198 MAIN STREET BREWSTER, MASSACHUSETTS 0263 1-1 898 PHONE: 508.896.3701 EXT. 1120 FAX: 508.896.4538 brhealth(cl brewster-ma.gov WWW.BREWSTER-MA.GOV AGENDA ITEM UPDATE September 21, 2022 Health Department Amy L. von Hone, R.S., C.H.O. Director Sherrie McCullough, R.S. Assistant Director Tammi Mason Senior Department Assistant 6. Presentation and Discussion on Cape Cod Commission Freshwater Initiative a. Cape Cod Commission Freshwater Initiative Page: https://capecodcommission.org/our- work/cape-cod-freshwater-initiative/ b. 2021 Cape Cod Pond and Lake Atlas: https://www.capecodcommission.org/resource- library/file?url=/dept/commission/team/h2o/wr lib/Ponds/Ponds%20Planning/Ponds% 20Atlas%20Update/Working%20Document/Pond%20and%20Lake%20At1as%202021 %20-%20Final.pdf c. Pond Viewer: http://pondviewer.capecodcommission.org Compiled by Amy von Hone, Health Director N:\Health\BOH Meeting Notes\BOH Hearing Notes\BOH Hearing Notes 09.21.22.docx - 1 - CAPE COD COMMISSION FRESHWATER INITIATIVE Scope of Work: Comprehensive Planning for Pond Health on Cape Cod June 2022 Introduction Cape Cod is a land of water, with 560 miles of coastline, a sole source aquifer, and 996 freshwater ponds covering nearly 11,000 acres. The Cape's numerous and diverse ponds range in size from less than an acre to 735 acres, with the 21 largest ponds making up nearly half of the total Cape -wide pond acreage. Approximately 40% of the ponds are less than an acre whereas 166 are designated as great ponds of 10 acres or more. The ponds on Cape Cod formed about 12,000 years ago during the last stage of the Wisconsinan glaciation. As glaciers retreated, large chunks of ice were left behind. As these chunks of ice melted, the landscape above them collapsed, forming large depressions. Where these depressions dip below the groundwater table, they are filled with water and create the hundreds of ponds that exist on Cape Cod today. Though all of the Cape's ponds share a similar developmental history, each is unique. Ponds are an important part of the Cape Cod ecosystem. They are connected to estuarine and marine ecosystems via ground- and surface water, provide habitat for fish, wildlife, and aquatic vegetation, including many rare species, and support food webs and rare natural communities. Ponds are also important for people. They attract visitors and make Cape Cod a desirable place to live for year-round and seasonal residents. Residents and visitors use ponds for recreational activities such as swimming, boating, and fishing. Cape Cod's ponds are also extremely fragile. Human activity and development have led to excessive inputs of nutrients (nitrogen and phosphorous) to ponds from septic systems, fertilizers, and stormwater runoff. The buildup of nutrients has led to eutrophication and a proliferation of algal blooms caused by algae that thrive in nutrient -rich and warm waters. While most algal blooms may be beneficial as they provide food for fish and other wildlife, excessive algae growth and subsequent decomposition can deplete oxygen in pond water, killing fish and shellfish. Climate change will exacerbate threats and impacts to Cape Cod's freshwater ponds. Algal blooms have been documented in dozens of ponds throughout Cape Cod and are anticipated to be an Scope of Work: Comprehensive Planning for Pond Health on Cape Cod 1 FRESHWATER INITIATIVE \_ CAPE COD COMMISSION increasing problem as the climate warms. Excessive algal bloom conditions not only damage freshwater ecosystems and threaten the health and safety of humans, pets, wildlife, and aquatic life, they also threaten the Cape's drinking water supplies and coastal ecosystems. As a component of the regional aquifer system, ponds are directly linked to Cape Cod's groundwater and coastal estuaries. Most ponds on Cape Cod have groundwater as the main source of water input and output, therefore poor pond water quality can impact groundwater and drinking water, as well as downstream coastal embayments. Therefore, in -pond and watershed -wide integrative solutions like wastewater infrastructure, and stormwater treatment through green infrastructure will benefit pond health, drinking water, and coastal embayments. Background In 2001, a coalition of groups interested in protecting ponds received a Massachusetts Watershed Initiative grant to develop a Cape Cod pond stewardship strategy known as the Pond and Lake Stewards (PALS) program. The Cape Cod Commission's (Commission) 2003 Cape Cod Pond and Lake Atlas (Atlas) provided a status report on that program. It documented outreach and education activities leading to the creation of the PALS program, reviewed water quality data collected during the 2001 PALS snapshot from over 190 ponds, used these data to develop Cape Cod -specific indicators of pond impacts, reviewed data collected in previous studies, and detailed further efforts necessary to move pond protection and remediation forward on the Cape. According to the Atlas, between 74% and 93% of the Cape's monitored ponds were negatively impacted. Since the Atlas was published, several interested citizen volunteers, town staff, and scientists have continued to collect pond water quality data on an annual snapshot basis at a subset of the ponds sampled in the early 2000's. In 2019, the Association to Preserve Cape Cod (APCC) published its first State of the Waters: Cape Cod report in which pond water quality was graded based on PALS data collected over the years. According to that report, only 15% of Cape Cod's 996 ponds had been monitored for water quality and more than one-third of these suffered from unacceptable water quality due to excess nutrients. APCC's 2020 update to its report used more stringent criteria to grade ponds - data utilized had to include at least three years of data collected no earlier than 2015 - only 3% of the Cape's ponds met these criteria. These reports demonstrate the severe shortage in recent Cape -wide pond water quality monitoring data to inform pond management and protection measures. Limited PALS monitoring continues and, since 2018, APCC has been monitoring several freshwater ponds on Cape Cod for cyanobacteria and harmful algal blooms. In addition, Barnstable County's Department of Health and Environment (BCDHE) conducts water sampling and bacteriological analyses at ponds with public beaches. Beginning in 2021, APCC plans to partner with BCDHE to Scope of Work: Comprehensive Planning for Pond Health on Cape Cod 2 FRESHWATER INITIATIVE expand the County's sampling to include cyanobacteria monitoring. However, to -date, there has been no concerted effort to coordinate all the various pond water monitoring activities on Cape Cod. REGIONAL PLANNING Several regional plans recognize the importance of Cape Cod's freshwater resources and the need for comprehensive monitoring and reporting on the health of the Cape's ponds. In 2015, the Massachusetts Department of Environmental Protection (DEP) and United States Environmental Protection Agency (EPA) certified and approved an update to the 1978 Area Wide Water Quality Management Plan for Cape Cod, pursuant to Section 208 of the Clean Water Act, that addresses the degradation of Cape Cod's water resources from excessive nutrients, primarily nitrogen (the 208 Plan Update). The 208 Plan Update highlights the importance of considering ponds in watershed planning as ponds provide natural attenuation of nitrogen in groundwater and act as "nitrogen filters". Ongoing data collection, analysis and interpretation are imperative to successful implementation of the 208 Plan Update and are specific recommendations of the certified and approved plan. The Commission's 2018 Regional Policy Plan (RPP) recognizes pond water quality as a key challenge facing the region, noting surface water quality in Cape Cod ponds has been significantly impacted by surrounding development. As referenced in the RPP, respondents to a 2014 Cape Cod homeowner survey identified the pollution of ponds as a current problem. A regional planning action identified in the RPP is to update and expand understanding of freshwater resources information through compiling available data into a regional database and updating the Atlas. PROBLEM SCOPE Comprehensive review and assessment of Cape Cod's overall pond health is hampered by a lack of data and data quality issues with the limited data available. While some of the Cape's ponds have been monitored in the past, monitoring has been inconsistent and information is not readily available in one place. In addition, data are often not translated into clear, easily understandable results. More importantly, most of the Cape's ponds lack any data at all. Recent cyanobacteria monitoring of some Cape Cod ponds suggests that a combination of excess nutrients and increasing water temperatures may lead to greater frequency of poor water quality as well as harmful algal blooms, but this has not been clearly established. Increasing visibility of harmful algal blooms has highlighted how the lack of a comprehensive source of readily available pond data makes it extremely challenging to evaluate how water quality is changing and impacting the health and recreational value of the region's ponds. Historic snapshot monitoring at its peak only measured up to 20% of the region's ponds, and even then, the once -a -year samples collected only allow examination of how physical characteristics (e.g., CAPE COD COMMISSION Scope of Work: Comprehensive Planning for Pond Health on Cape Cod 3 CU FRESHWATER INITIATIVE CAPE COD COMMISSION temperature) and water quality characteristics (e.g., nutrient measurements) change from year to year during the late summer / early fall sampling period. In addition, it can be very challenging to extrapolate findings from one pond to another because ponds on Cape Cod vary so widely in their physical and hydrologic characteristics, as well as their surrounding environment and levels of use and development. The existing snapshot data provide some limited insights into how the Cape's ponds are changing over time, but the context of trying to understand if and why harmful algal blooms are increasing underscores the need for expanded pond water quality sampling and capabilities to analyze Cape Cod pond data more easily and at larger spatial and temporal scales. Further, the water quality impacts Cape Cod ponds are experiencing warrant an expansive evaluation of appropriate strategies to remediate and restore these water bodies, as well as pathways to support implementation of these actions. Project Description The Freshwater Initiative is a comprehensive planning process that engages stakeholders to define a path forward for improving water quality across the region by focusing on ponds. The Cape Cod Commission proposes to develop a comprehensive analysis of collected pond monitoring data on nutrients and other water quality parameters, assess the overall health of Cape Cod's freshwater pond network, and identify larger regional trends in pond water quality. Trends within an individual pond will be compared with regional trends to prioritize areas for additional monitoring or investigation. In addition, the analysis performed on the regional data set will allow for trends identified at the individual pond level to be compared with available cyanobacteria data to evaluate potential correlation. Updated data and information on pond characteristics, remediation activities, and surrounding land uses will be compiled and coupled with trend analysis results in a publicly accessible format. To maximize the spatial and temporal scope of pond monitoring on Cape Cod, the Commission will explore opportunities to use data from remote sensors (e.g., satellites) to investigate pond water quality and identify ponds showing signs of problems that can be targeted for further investigation. The Commission will also work with partners and collaborators to establish a stable, long-term volunteer pond monitoring program. Remote sensing data and volunteer pond monitoring would complement each other and provide a complete picture of overall Cape Cod pond health. We will compile all past and future pond water quality data in one centralized location so that stakeholders will be able to access data to make informed, science -based decisions about pond management. This approach will allow us to provide up-to-date and easily accessible information on pond water quality to towns, residents, visitors, and researchers. It will also allow us to track pond Scope of Work: Comprehensive Planning for Pond Health on Cape Cod 4 CU FRESHWATER INITIATIVE water quality trends, target and conduct monitoring of ponds to address data gaps, develop model action plans for impaired ponds in the region, and develop a response plan to prioritize restoration. The proposed project will take a comprehensive approach to monitor and report on the health of ponds on Cape Cod. Monitoring of ponds is essential for assessing water quality and to help prevent, diagnose, and remediate problems. Cape Cod residents and visitors want to know the health and health trends of their local ponds - the proposed project will provide them with this information. PROJECT GOALS A primary goal of the project is to develop a framework for pond remediation and restoration that also provides benefits to estuarine, groundwater, and drinking water resources. Through the planning process all pond water quality monitoring data will be compiled, analyzed, and made available in one centralized and accessible database. Strategies and solutions to address the threats and impacts to pond water quality will also be compiled and analyzed. Additionally, the project aims to engage stakeholders through meetings, workshops, and media to harness the public's attention and stakeholder energy in support of remediating threats to pond water quality and ecological health. As the regional land use planning agency on Cape Cod and the host of a regional water quality database, the Commission is uniquely suited to accomplish these goals. As water quality in most ponds is not being monitored and degraded water quality is usually only detected after it becomes a problem, we need better monitoring and more tools to track pond health. Therefore, a goal of the initiative is to develop a science -based, expanded, consistent, and sustainable Cape Cod pond monitoring program to allow for earlier detection of harmful algal blooms and other threats to pond water quality for targeted intervention before public health, ecosystem, and habitat impacts occur. A robust pond monitoring program will also function as a window into the overall condition of Cape Cod's sole source aquifer. Conditions observed via pond monitoring may help identify sources of nutrients, cyanobacteria, or pollution to groundwater and surrounding coastal waters. Specific program goals are to incorporate remote sensing of ponds into regional pond water quality monitoring; visit more ponds on Cape Cod than have been visited in the past to collect water quality data; collect samples more frequently than the once -a -year snapshot that is typically provided by the PALS program; and coordinate monitoring of pond water quality and harmful algal blooms so that pond water quality data can be used to help predict where serious blooms may occur. Overall, this project will develop necessary analysis, resources, adaptive management strategies, and a monitoring program to inform pond and watershed management decisions best for the Cape Cod community and environment. Integrative solutions will be derived from this project, which will likely include wastewater management and infrastructure investments, and addressing stormwater CAPE COD COMMISSION Scope of Work: Comprehensive Planning for Pond Health on Cape Cod 5 FRESHWATER INITIATIVE and sources of pollution, all of which benefit drinking water on Cape Cod and help mitigate the impacts of climate change to freshwater resources. PROJECT WORKPLAN To inform Cape Cod towns, residents, and visitors of the health of Cape Cod ponds, we need consistent and comprehensive pond water quality data collection and dissemination. The proposed project will develop a pond water quality monitoring program for Cape Cod in line with current data collection, interpretation, and reporting needs and capabilities. TASK 1 — REMOTE SENSING OF PONDS As has been shown through past pond monitoring efforts, the logistics of field sampling can be time consuming and expensive even with volunteers. Current and proposed field monitoring will still only represent a small percentage of Cape Cod ponds. Given the unique characteristics and surroundings for each pond, measurements from a small percentage of ponds may not be representative or transferrable to other ponds or the region. Analysis of satellite -derived data may allow us to quantify changes in certain pond characteristics over time without requiring field visits, and help better focus expanded volunteer monitoring in the future. Satellite data can be used to identify the presence of chlorophyll a which can be an indicator of increased nutrients or a direct measure of potential harmful algal blooms. Other parameters satellite data may identify include temperature, Secchi disk depth, and cyanobacteria. Commission staff have connected with National Oceanic and Atmospheric Administration (NOAA) staff to partner on developing satellite -derived data water quality products for Cape Cod to inform strategic pond water quality management, protection, and restoration. The Commission and NOAA are partnering on developing a demonstration / proof -of -concept project using Landsat imagery and existing pond water quality data dating back to the early 2000s. A goal of this project is to identify the opportunities and limitations of using satellite -derived data to monitor the Cape's pond water quality. In addition, to the extent feasible with historical pond water quality and Landsat imagery data, we hope to establish a large-scale regional pond water quality trend. Any ponds not following that trend could be prioritized for further investigation on the ground. While neither remote sensing nor limited annual field data collection are sufficient to characterize pond health across the entire Cape Cod region, the combination of the two techniques can be used to thoughtfully and cost-effectively expand the scope of volunteer monitoring to address the most pressing / relevant questions relating to pond health. Long-term pond monitoring should incorporate both field work and remote sensing to provide comprehensive data solutions to address Cape Cod pond water quality issues. The desired outcome will be to assess pond water quality over CAPE COD COMMISSION Scope of Work: Comprehensive Planning for Pond Health on Cape Cod 6 FRESHWATER INITIATIVE CAPE COD COMMISSION much greater spatial and temporal scales than traditional monitoring can achieve and correlate these data sets to provide the fullest picture of Cape Cod pond health. Deliverables ▪ Remote sensing proof of concept report including opportunities and limitations ▪ Selection of remote sensing platforms and data source(s) • Algorithm to process remote sensing data o Standard procedures for ongoing pond satellite -derived data analysis ▪ Establishment of regional pond water quality trends and identification of outlier ponds TASK 2 — POND DATA MANAGEMENT AND ANALYSIS The Commission maintains an extensive database of information that includes data on: Ponds; Parcel specific land use, water use, wastewater flow, and nitrogen load data; • Water levels and groundwater models; and • Historic assessments, buildout projections, zoning, and assessed values. The Commission maintains these data on behalf of Barnstable County and its 15 towns. Therefore, data hosting and maintenance is already available to support a robust pond monitoring program providing consistent and accurate data feedback loops among the towns and appropriate agencies. The Commission would assume responsibility for monitoring and maintaining regionally consistent pond monitoring datasets that are freely accessible to the public. Maintaining data in a centralized, accessible location will allow information to transfer from one project to another and assist the region in prioritizing projects based on water quality improvements and / or prevention of further degradation. The Commission's staff have a remarkable track record of providing expert technical assistance to the Cape Cod communities in all issue areas related to water resources. Notably, in 2015, the Commission and partners initiated the development and implementation of a water quality data center to house regionally consistent data sets to inform existing and new water resources decision support tools. Barnstable County and the Commonwealth of Massachusetts recognized the importance of the Commission's efforts through hundreds of thousands of dollars in funding. Under a Southeast New England Program (SNEP) watershed grant, the Commission has developed a regional water quality database that already contains over 50,000 marine sampling events. This database will be connected to a web -based user interface that will allow users to view, analyze, and download water quality data. This database will ultimately house marine, freshwater, and other types of water quality data; however, the most recent freshwater data currently available is from 2016. Scope of Work: Comprehensive Planning for Pond Health on Cape Cod 7 FRESHWATER INITIATIVE CAPE COD COMMISSION As Cape Cod towns move forward with the implementation of individual water resource and shared watershed management plans there will be even greater need for a single source of comprehensive and well -organized water quality data. However, to date, regional pond water quality data has not been readily available on Cape Cod. The existing regional water quality database provides a structure for storing and accessing historical pond water quality data, and for publishing new monitoring data to the web in near -real time. The Commission will work with Woods Hole Oceanographic Institution (WHOI) to analyze historic pond water quality monitoring data to evaluate spatial and temporal trends. WHOI will develop a data processing script that will be integrated into the database infrastructure so that trend analyses can be updated as new pond water quality data becomes available. Individual pond trends will be compared with regional trends to identify areas that require additional monitoring or investigation. Periodic (every 2-3 years) region -wide data and trend analysis is anticipated, using similar tools to those developed for analysis of marine water quality data as part of the regional water quality database grant. The data collected and analyzed will be used to update the Commission's Ponds Atlas and APCC's State of the Waters: Cape Cod reports and to inform other local and regional pond and watershed planning efforts. Any level user (e.g., engineer, planner, elected official, general public) will be able to access pond water quality data to inform local plans and increase their understanding of the problems and solutions identified for Cape Cod ponds. Deliverables ■ Regional water quality database updated with pond water quality data Algorithms / processing scripts developed for pond water quality data and trend analyses © New module added to the Cape Cod Water Quality Database Viewer to present pond water quality data and trend analyses • Trend analysis on existing pond water quality data • Periodic region -wide data and trend analysis TASK 3 — CAPE COD POND GIS ANALYSIS Volunteer pond monitoring to -date has focused on ponds where there is a local or municipal interest or established pond association. Ponds monitored have been selected due to factors such as ease of access, level of interest, usage, popularity, or available funding. To help prioritize which ponds to monitor in the future in a more scientific manner than has been done in the past, the Commission will conduct a GIS analysis of Cape Cod ponds based on factors that may contribute to changes in water quality, including an assessment of potential internal and external drivers of pollution. The Commission maintains an extensive database of information to perform this task. Ponds within defined watersheds and / or recharge areas will be assessed in relation to their built and natural Scope of Work: Comprehensive Planning for Pond Health on Cape Cod 8 FRESHWATER INITIATIVE CAPE COD COMMISSION surroundings to characterize potential stressors to pond water quality. Surrounding features will include sewered areas, stormwater systems, impervious coverage, and surrounding development patterns. Based on this assessment, ponds exposed to multiple or high-level stressors that have not been monitored in the past could be prioritized for future monitoring. Similarly, seemingly unstressed ponds could be prioritized to compare with those ponds identified as stressed. Healthy ponds could serve as baseline or "controls," to show how ponds are responding to climate change independent of other land use stressors. Deliverables • Map of Cape Cod ponds in watersheds / recharge areas in relation to surroundings ▪ Identification of ponds exposed to different levels of stressors • Prioritization of ponds for targeted water quality monitoring • Delineation of watersheds for prioritized list of ponds TASK 4 - POND IMPROVEMENT STRATEGIES DATABASE The Commission and partners have been working on compiling information on available water quality problems and potential solutions in various decision support tools including the Commission's Watershed MVP and Technologies Matrix - tools that explore a variety of strategies to meet nutrient (primarily nitrogen) management goals. Examples of water quality management strategies are also described in the Commission's Cape Cod Freshwater Ponds Restoration Project Viewer, and Cape Cod Water Quality Improvement Projects Viewer. While these took and viewers provide information on strategies that may be applicable to ponds, there is no database specifically addressing the full spectrum of water quality problems and strategies to improve Cape Cod's freshwater ponds nor has there been an assessment of appropriate strategies or prioritization of ponds for remediation based on internal or external drivers. The Commission and / or consultant will build upon existing resources to develop a pond -specific strategies database, including a full range of technologies, regulatory and voluntary options, and management approaches for protecting, managing, and restoring pond water quality. These will include in -pond, near pond shore, and watershed -based solutions. The database will include information on costs and timelines, and implementation, operations, and maintenance requirements. The Commission and / or consultant will conduct a literature review of pond water quality management strategies for freshwater ponds including traditional and innovative / emerging technologies and integrated approaches to wastewater, stormwater, and groundwater. The Commission will convene a review panel of experts from academia, and public and private sectors to evaluate proposed strategies. Strategies will also undergo a review and vetting process with state and federal regulators, and with stakeholders. Scope of Work: Comprehensive Planning for Pond Health on Cape Cod I 9 FRESHWATER INITIATIVE Deliverables CAPE COD COMMISSION Literature review of freshwater pond water quality management strategies Minutes / reports from stakeholder and regulatory review processes ▪ Draft Database • Final Database TASK 5 — COMMUNITY PLANNING PROCESS The Commission will engage stakeholders representative of those contributing to pond water quality issues, those impacted by pond water quality, and those interested in solutions. Stakeholders may be grouped by watersheds, or other common interests (results of other tasks may help inform appropriate stakeholder groupings). Given how important freshwater resources are to the character and economy of the region, as well as their connection to groundwater, drinking water, and coastal embayments, those engaged should include pond associations, concerned citizens, recreational, business, and real estate communities, developers, environmental organizations, and others. The community planning process will engage stakeholders to create a process to identify those ponds or watersheds requiring significant management efforts and provide policy guidance, building on the existing 208 Plan Update, to support efficient, watershed -based planning that identifies optimal pond management solutions. The process will facilitate and coordinate pond planning by: (1) working directly with towns on priority freshwater quality needs within shared watersheds, (2) incorporating freshwater planning information developed at the local level into regional planning efforts, (3) engaging stakeholders at the watershed level and providing tools to identify optimal pond management solutions, (4) building consensus for sustainable, alternative, and affordable solutions, where appropriate, (5) building consensus for shared infrastructure development, where appropriate, and, (6) supporting technology transfer between towns to support planning and adaptive management. This planning process will prioritize freshwater resources and identify action to improve pond water quality as quickly as possible where such actions are efficient and affordable. It will identify specific ponds and watersheds to support large-scale water quality improvements. Through the stakeholder process, broad topics to cover will include definition of problems specific to watersheds; potential solutions (connected to strategies database task); and a framework for local pond management plan development and / or strategies selection. Deliverables • Establish stakeholders, working groups, and public participation processes ▪ Stakeholder meeting summaries / reports ■ Problem definitions and solutions • Framework for local plans Scope of Work: Comprehensive Planning for Pond Health on Cape Cod j 10 FRESHWATER INITIATIVE 0 CAPE COD COMMISSION TASK 6 — POND MONITORING PROGRAM While several pond monitoring programs and a network of interested volunteers participating in pond monitoring efforts exist, there is a need to coordinate and expand these efforts in both duration and scale to generate sufficient, high -quality data to properly understand and assess regional trends in pond water quality and to identify those ponds that are impacted by internal versus external stressors. Therefore, the Commission and partners will initiate a new Cape Cod pond monitoring program to help communities and organizations monitor ponds according to current standards. The Commission will also seek stable sources of funding to support the program. The Commission and partners have developed an EPA -approved Quality Assurance Project Plan (QAPP) for regional pond monitoring under a SNEP watershed grant. This document establishes a framework for future monitoring including volunteer training and supervision, sampling protocols and procedures, and data management and reporting. The Commission will partner with the Association to Preserve Cape Cod (APCC) to initiate and maintain a Cape -wide pond water quality monitoring program to collect data that will inform pond management, restoration, and protection actions. The QAPP will strengthen the pond water quality data collection process and enhance the ability to share and integrate pond data across private and academic institutions as well as state and federal agencies. Benefits to Cape Cod include collection of water quality data of assured quality, comparability of data across the region, acceptance of monitoring data and results by state and federal agencies that require QAPPs to fund and support local water quality monitoring programs, and enhanced confidence in using water quality data to inform the public and decision makers regarding the need for pond protection and restoration. The Commission and APCC will recruit, train, organize, and manage pond water quality monitoring volunteers and encourage towns to maintain pond sampling programs in all Cape Cod communities. Pond sampling will be managed by APCC staff, assisted by volunteers, and will include monitoring of water quality parameters (e.g., dissolved oxygen, pH, temperature, conductivity / salinity, Secchi disk depth, chlorophyll a, nitrogen, and phosphorus) in accordance with the EPA -approved QAPP. Training of volunteers will be done each spring before sample collection. Samples will be collected at least once each year using the snapshot approach previously employed by the PALS program, to allow time for analysis of previously collected data which will inform future expanded monitoring. Pond monitoring will be Cape -wide, and ponds to be monitored will be established based on results of the remote sensing and GIS analyses described in other tasks, and other available information. The program will aim to monitor a representative sample of ponds across the Cape, including multiple ponds of different sizes and settings in each town. Efforts will be made to coordinate monitoring with other APCC and Barnstable County Department of Health and Environment pond water sampling activities. Equipment will be purchased to accommodate sampling in all fifteen towns, including YSI meters, handheld GPS units, and other necessary equipment. Scope of Work: Comprehensive Planning for Pond Health on Cape Cod I 11 FRESHWATER INITIATIVE CAPE COD COMMISSION To characterize internal versus external sources of pollution (primarily phosphorous), sediment sampling may be required. The pond monitoring QAPP would be amended to include sediment sampling protocols. Whereas water sampling efforts for bacteriological analyses are relatively straightforward, involving wading into a pond with basic equipment to collect a water sample, in-depth pond water sampling for the multiple water quality parameters identified for the proposed ponds monitoring program is more logistically challenging, often requiring the use of a boat and safe access to the deepest part of the pond. There are also additional equipment needs and laboratory analyses required. Therefore, it will be important to maintain an active team of dedicated staff and volunteers and dedicated funding to support a robust regional pond water quality monitoring program. A 2020 / 2021 AmeriCorps Individual Placement with the Commission has been working on identifying active pond associations on the Cape and collecting information on the role of each through an online survey, including membership, area of focus, projects completed, and needs. The AmeriCorps Service Member will also work on developing a pond monitoring training manual and presentations to present to ponds groups, volunteers, and other interested parties. Deliverables • Pond associations survey results, including a list of monitored ponds and pond associations ▪ Volunteer training manual ▪ Volunteer training presentation Annual pond monitoring data TASK 7 — ECONOMIC ANALYSIS Many people are fortunate to live on a pond, but the entire region benefits from the numerous freshwater bodies that embroider the Cape due to the ecosystem services they provide residents and visitors alike. The Commission will complete an economic impact study to assess the value of ponds to the regional economy with the following components: • A literature review that will identify a preliminary existing list of economic values related to ponds, including potential losses associated with access and use of ponds, the provision of ecosystem services, and other values. It will be reviewed with stakeholders to prioritize areas for Cape -specific research and analysis. • Following a vetting of the literature review, the consultant will conduct valuation studies to determine Cape -specific values of ponds' ecosystem services. We anticipate this will include a hedonic analysis to estimate the impacts of degraded freshwater quality on real estate values of homes. The analysis will rely on existing longitudinal water quality data and real estate sales data over a similar timespan, and will define implications for management. Scope of Work: Comprehensive Planning for Pond Health on Cape Cod 12 FRESHWATER INITIATIVE CAPE COD COMMISSION • In addition to valuation of the ponds' ecosystem services, the consultant will analyze the costs and benefits of freshwater restoration strategies and techniques, including both costs associated with remediation and of taking no action. Deliverables Literature review of existing economic values of ponds ■ Report on the economic impact of the value of ponds on the regional economy to include the value of ecosystem services, the costs of taking no action, and the impacts of degraded water quality on real estate values e Cost benefit analysis of various strategies from the Pond Improvement Strategies Database TASK 8 — LEGAL AND JURISDICTIONAL ANALYSIS The Commission will engage outside legal counsel to complete a legal and jurisdictional analysis to inform action to improve freshwater quality. This task will include a comprehensive review of federal and state laws relative to public and private interests in and around freshwater ponds, and opportunities for local and regional action. The analysis will support identification of appropriate actors to support the variety of strategies identified in task 5. Deliverables ® Legal memorandum summarizing federal and state law relevant to pond water quality and remediation and restoration strategy implementation TASK 9 — PROJECT OUTREACH AND COMMUNICATIONS The broad -based and diverse target audience will include the public as well as decision makers. Target audiences include the 15 Cape Cod towns, pond associations, the business community, non- governmental organizations, residents, visitors, and others. Project approach and results will be shared via meetings, websites, reports, and other outreach strategies. Management implications include incorporating results into pond and comprehensive wastewater management plans and prioritizing actions to address impacted ponds. The Commission will share project outputs with each town. Other target audiences include pond associations, municipal boards, departments and water quality / wastewater committees, fisheries stakeholders, other restoration partners, non -governmental organizations, elected officials, and others. This project will add to the holistic approach to water resource issues the Commission and its partners are taking. It will build local and regional capacity, tools, and knowledge, strengthen sustainable partnerships, and improve the utility of environmental monitoring for ecosystem management. Scope of Work: Comprehensive Planning for Pond Health on Cape Cod 13 FRESHWATER INITIATIVE CAPE COD COMMISSION An important output will be the inclusion of pond water quality data in the Commission's thoroughly vetted, downloadable database and metadata files for research and management applications consistent with DEP and EPA water quality monitoring strategies. This robust water quality database can be used by scientists against other large datasets for future research projects. This project leverages work completed by project partners and seeks to expand the impact of this research and long-term data accumulation on local management decisions. The Commission has developed databases and a web interface to store and share a regional data set. This project will take these efforts one step further to update and expand upon the existing freshwater pond water quality data to be more responsive to local needs and support existing management efforts to improve water quality, habitats, and ecosystems. Recognizing the importance of clean water in supporting all aspects of Cape Cod's environment and economy, information regarding this project will be made available through a variety of outreach initiatives. The updated Atlas and pond water quality data, analyses, and strategies database will be made available through a web -based user interface supported by the Commission. These will be delivered and translated to local decision makers best positioned to apply and integrate the findings and strategies into local planning and management. Additional outreach materials will be developed, as needed, and project components will be included in presentations by the Commission and partners, as appropriate, at local, state, regional and national meetings to allow for knowledge transfer. The Commission will utilize a variety of methods for public education and outreach, including providing project overview and data updates to Commission and partner websites. We will use all forms of social media including posts on the Commission's Facebook page and Twitter feed, and links to partner organizations. We will develop a podcast series highlighting pond ecology; pond water quality challenges; ponds, recreation, and the Cape economy; and local pond histories/stories, among other topics. The Atlas and other pond water quality information will also be highlighted at regional meetings including the One Cape Summit (led by the Commission) and the APCC Annual Meeting. APCC releases its State of the Waters: Cape Cod report updates at its annual meeting in August / September of each year. Most meetings draw approximately 150 people. The Commission will showcase this project at the One Cape Summit that focuses on the environment and the economy but was originally established to address progress on water quality improvement. The Summit attracts approximately 300 attendees each year. Other outreach plans are in development, with the goal to engage the broader Cape community in thinking about ponds as an integral part of the Cape's landscape and economic fabric. Scope of Work: Comprehensive Planning for Pond Health on Cape Cod 14 FRESHWATER INITIATIVE CAPE COD COMMISSION Formatting and Graphics Informational graphics that clearly communicate the science and challenges of ponds, as well as the strategies available to address impacts, will be developed. A cohesive graphics package developed by a graphic designer will help the public understand the focused and integrated effort that the Freshwater Initiative intends to deploy to address the water quality challenges that the Cape's ponds, and the region, faces. The graphic toolkit will include iconography, diagrams and illustrations, and other materials to help clearly communicate the data, strategies, and resources developed during the project. Project Budget TASK BUDGET Task 1: Remote Sensing of Ponds $93,392 Task 2: Pond Data Management and Analysis $304,447 Task 3: Cape Cod Pond GIS Analysis $123,444 Task 4: Pond Improvement Strategies Database $242,193 Task 5: Community Planning Process $251,185 Task 6: Pond Monitoring Program $1,007,503 Task 7: Economic Analysis $202,946 Task 8: Legal and Jurisdictional Analysis $95,111 Task 9: Public Outreach and Communications $172,807 TOTAL $2,493,028 References Cape Cod Commission. 2003. Cape Cod Pond and Lake Atlas. Project 2000-02. 304 pages. Cape Cod Commission. 2018. Cape Cod Regional Policy Plan. Association to Preserve Cape Cod. 2019. State of the Waters Report. https://capecodwaters.org/ Scope of Work: Comprehensive Planning for Pond Health on Cape Cod 15 4441111k ipip, VP. "Slif CAPE COD HEALTHCARE Nicholas G. Xiarhos Blood Donor Center WHAT'S DONATED HERE, STAYS HERE. BLOOD DRIVE Thursday, September 22nd 11 am- 5 pm Brewster Police Department 631 Harwich Rd Amazon gift card for all donors!! *******Appointments are required. To make an appointment, please visit our website listed below. www.capecodhealth.org/give-blood 508-86BLOOD (508-862-5663) Like us on Facebook: www.facebook.com/capecodbloodcenter Every pint of blood donated to us stays on Cape Cod to serve your community and save the lives of your family, friends and neighbors. Amy von Hone From: Director-DWP, Program (DEP) <program.director-dwp@state.ma.us> Sent: Tuesday, August 23, 2022 1:49 PM Subject: EPA New Health Advisories for Some PEAS Dear Boards of Health: This letter is regarding the new EPA Health Advisories for PFAS. It was sent to the private well owners who participated in MassDEP's sampling program done in collaboration with the University of Massachusetts. The private well sampling was conducted in 85 Towns where more than 60% of residents are served by a private well. For a list of locations, see https://www.mass.gov/info-details/per-and-polyfluoroalkyl-substances-pfas-in-private-well-drinking- water-supplies-faq#pfas-testing-in-private-wells- Charles D. Baker Govemor Commonwealth of Massachusetts Executive Office of Energy & Environmental Affairs Department of Environmental Protection One Winter Street Boston, MA 02108.617-292-5500 Karyn E. Polito Lieutenant Governor August 23, 2022 IMPORTANT UPDATE Re: MassDEP Private Wells PFAS Sampling Program — EPA Health Advisory Levels Update Dear Private Well Owner: Bethany A. Card Secretary Martin Suuberg Commissioner This email is an update to the Massachusetts Department of Environmental Protection (MassDEP)'s Private Wells PFAS Sampling Program, done in collaboration with the University of Massachusetts, which sampled selected private wells to help characterize levels of per- and polyfluoroalkyl substances (PFAS) in the Commonwealth's drinking water. Your private well was sampled under this program. Massachusetts is one of only a few states that has an enforceable PFAS water quality standard for Public Water Systems, a Maximum Contaminant Level (MCL). While this standard does not apply to private wells, it can be a useful point -of -comparison for private well users. The Massachusetts PFAS standard is 20 nanograms per liter (ng/L) or parts per trillion (ppt) for the sum of the following six PFAS substances: PFOS, PFOA, PFHxS, PFNA, PFHpA, and PFDA, collectively referred to as PFAS6. On June 15, 2022, the U.S. Environmental Protection Agency (EPA) published health advisory levels for four PFAS compounds, two of which are included in the PFAS6 compounds regulated by MassDEP: PFOA and PFOS. These EPA health advisory levels are not enforceable drinking water standards. The health advisory levels of PFOA and PFOS are based on draft, yet to be finalized, assessments of their health risks. When EPA establishes an MCL for these PFAS, which they have indicated will happen over the next 2 years, MassDEP will adopt an MCL for these PFAS at least as stringent as EPA's. 1 The updated EPA health advisory levels consider lifetime exposure and indicate that negative health effects could potentially occur at concentrations of PFOA or PFOS below MassDEP's current PFAS6 standard. EPA's health advisory levels are: • Interim Health Advisory for PFOA = 0.004 parts per trillion (ppt) • Interim Health Advisory for PFOS = 0.02 ppt • Final Health Advisory for GenX chemicals (HFPO) - replacement chemical for PFOA = 10 ppt • Final Health Advisory for PFBS - replacement chemical for PFOS = 2,000 ppt See https://www.epa.gov/newsreleases/epa-announces-new-drinking-water-health-advisories-pfas-chemicals-1- billion-bipartisan Since your well was sampled in the recent MassDEP PFAS Private Well Sampling Program, we believe you would be interested in the new EPA information and may have questions about what these new values might mean. • For well owners with PFAS6 detected above 20 ppt: The new EPA health advisory does not change the MassDEP MCL or recommendations to private well owners and/or activities undertaken by MassDEP in response to PFAS detected above 20 ppt. Private well owners should continue to follow the MassDEP recommendations and remove PFAS from your water or find alternative sources of drinking water that meet the MassDEP standard or are free from PFAS, such as bottled water or connecting to a public water system (if available). • For well owners with levels of PFAS6 detected below 20 ppt: You should review your laboratory results previously sent to you for the individual PFOA and PFOS levels. If either was detected (e.g., listed as any number other than ND, which means "not detected"), you may want to consider steps to reduce your exposure to PFAS. This could include installing treatment to remove the PFAS from the water; using an alternative source of drinking water such as bottled water; or connecting to a public water system (if available). See additional information regarding PFAS and treatment options in the Resource section below. • For well owners whose PFAS results were all not detected (ND): MassDEP does not recommend treatment to remove PFAS or use of an alternative source of water. All well owners are encouraged to review MassDEP's Private Well Guidelines for more information on water quality sampling and treatment: Private Well Guidelines I Mass.gov. You may also wish to check with your local Board of Health to determine if any local regulations apply. Private wells in Massachusetts are not required to comply with EPA or MassDEP drinking water quality standards unless required to do so by the local Board of Health. Regarding home treatment systems for removing PFAS, according to EPA "both the GAC (granular activated charcoal) and RO (reverse osmosis) systems studied were able to reduce PFAS to below laboratory detection limits when used as point -of -entry (where the water enters the whole house) or point -of -use (where water is used in the house, for example a kitchen sink or a bathroom sink) systems. However, water quality conditions, concentrations of PFAS in the water, and operational conditions were shown to affect each of the systems and their effectiveness." See EPA Researchers Investigate the Effectiveness of Point-of-use/Point-of-entry Systems to Remove Per- and Polyfluoroalkyl Substances from Drinking Water I US EPA. Due to potential wastewater disposal issues, however, MassDEP does not recommend RO treatment as your primary treatment option if your wastewater disposal method is to a dry well or septic system. Also refer to information on the MassDEP website at https://www.mass.gov/info-details/per-and-polyfluoroalkyl-substances-pfas-in-private-wel l-drinking-water- supplies-faq, Please refer to the web links below for more information. If you have any questions on this information, please contact your local Board of Health or the MassDEP Drinking Water Program at program.director-dwp@mass.gov Subject: Private Well PFAS Information. Sincerely, 2 (de 9 Yvette DePeiza Director MassDEP Drinking Water Program RESOURCES: • USEPA PFAS information: https://www.mass.gov/info-details/per-and-polyfluoroalkyl-substances-pfas • MassDEP PFAS Information: https://www.mass.gov/info-details/per-and-polyfluoroalkyl-substances-pfas THIS DOCUMENT CONTAINS IMPORTANT INFORMATION. HAVE SOMEONE TRANSLATE IT FOR YOU OR SPEAK WITH SOMEONE WHO UNDERSTANDS IT. You may also contact the Drinking Water Program at program.director-dwp@mass.gov. This information is available in alternate format. Contact Glynis Bugg at 617-348-4040. TTY# AlassRelay Service 1-800-439-2370 MassDEP Website: www.mass.gov/dep 3 TIGHT DEADLINE State's proposed nitrogen regulations push Cape's approach to wastewater management Sarah Carlon Cape Cod Times USA TODAY NETWORK Massachusetts DEP DENNIS — The clock is running out as proposed changes targeting nitrogen contamination from the state could put a tight deadline on the Cape's approach to wastewater management. Leadership from the Massachusetts Department of Environmental Protection discussed the new regulations — anticipated to be finalized soon after the new year — at an Aug. 23 Dennis Select Board Meeting. State involvement also means opportunity for Cape Codders like Rick Bishop, executive director of Friends of Bass River, an organization working to improve the water quality of the Bass River Estuarine System. "Nitrogen is the one that everyone talks about, and we monitor that very closely," he said. The state agrees. The primary water quality problem on Cape Cod comes from nitrogen contamination, Martin Suuberg, the Department of Environmental Protection's commissioner, Bass River Park is located just off Route 28 and overlooks the waterway. PHOTO ILLUSTRATION BY MERRILY CASSIDY/ CAPE COD TIMES See WATER, Page 5A "There are a bunch of different things to do to address the nitrogen." Gerard Martin Water Continued from Page lA wrote in a June 1 letter to the Dennis Select Board. "Nitrogen from septic systems, wastewater treatment plants, lawns and stormwater leaches into groundwater and flows underground and is discharged to surface water bodies," he said in the letter. Most nitrogen leakage comes from on -site septic systems, Suuberg said, which contribute approximately 85% of the wastewater flow into Cape Cod's embayments. High levels of nitrogen are environmentally harmful, and can lead to the degradation of any body of water's ecosystem due to increased algae and fungi production, killing plants and fish. What's going to change? The state is proposing a new designation to existing Title 5 laws to establish "nitrogen sensitive areas" for watersheds that drain into estuaries subject to an EPA - approved "total maximum daily load" limitation of nitrogen. There are currently 30 watersheds on Cape Cod that are going to be subject to these new regulations, three of which Dennis contributes to — the Herring River, Bass River and Swan Pond estuary systems. Towns with on -site septic systems contributing nitrogen to the EPA -regulated watersheds must upgrade with enhanced nitrogen treatment systems within five years of the regulation's finalization, Milly Garcia -Serrano, director of the Department's Southeast Regional Office told the board at the Aug. 23 meeting. These enhanced nitrogen treatment systems must demonstrate the lowest nitrogen levels in their effluence, she added. The new framework encourages towns to utilize "best available nitrogen reduction technology," a broad term encompassing various non-traditional methods besides the usual response of sewering — including permeable reactive barriers filled with wood chips, which remove nitrogen from groundwater as it flows through, Gerard Martin, a member of the Department's Southeast Regional leadership team, said on. Aug. 23. Encouraging collaboration Towns can apply, however, for a "watershed permit," which extends the deadline for system upgrades from five years to 20 years, allowing some flexibility in their approach and a chance to work with the department one- on-one in their implementation, Garcia -Serrano said. The department is encouraging Cape towns to combine traditional and nontraditional methods of addressing nitrogen contamination, and hopes the watershed permit option will spur collaboration. "We've seen sewering in some areas and not in others, there are a bunch of different things to do to address the nitrogen," Martin said. To get a watershed permit, the town must apply through the state based on a "Watershed Management Plan," a longterm plan approved by voters at town meeting to address water quality issues, typically based on a Comprehensive or Targeted Watershed Management Plan. Apublic comment period of 60 days is also required, and the town may hold a public meeting if they decide one is necessary. Why the new regulations? Septic systems and wastewater management have been on the minds of Cape Codders for years, with declining water quality forcing towns to address their wastewater plans in the long -run. While progress has been made in addressing water contamination, Suuberg said in the June 1 letter, it has largely been sporadic and inconsistent. With these new regulations, the department hopes to get everyone on the same page regarding nitrogen contamination from septic systems, Garcia -Serrano said on Aug. 23. "We are focusing on nitrogen because of its connection with septic systems and its impact on the environment," she told the board. Bishop's group, Friends of Bass River, has been monitoring the water of Bass River and are developing a comprehensive database on the overall health of the system. Although only on its third year, the organization's research points to the same conclusion as the Department of Environmental Protection: nitrogen contamination is a priority issue for the Cape's estuaries. "It's no surprise that it's (Bass River's water quality) incrementally getting worse, it's not a big step, but the amount of nitrogen is increasing every year," Bishop said. "It's a big concern of ours." The upper Bass River headwaters in particular were identified by the Massachusetts Division of Marine Fisheries as a prohibited area because its water is so unhealthy, he said, with the Department of Environmental Protection putting the needed reduction of that area's nitrogen levels at 73%, and the rest of the river at about 46%. "The new framework is very exciting and long overdue," Bishop said. "It's no surprise that Title 5s don't really work for nitrogen. They certainly retain solids, but the nitrogen goes right into the sand and into the water, so the fact they're looking into this is very exciting for us." What does this mean for Dennis? The three watersheds Dennis contributes nitrogen to — Herring River, Bass River and Swan Pond watersheds — will be subject to the new regulations when they are finalized. Marybeth Chubb, section chief of the Department of Environmental Protection's Wastewater Management Program, said on Aug. 23 while a more detailed cost analysis is needed, initial estimates put the cost to homeowners where individual septic system upgrades are needed between $20,000 to $35,000 to comply with the new regulations. Dennis Select Board Chair Chris Lambton wasn't surprised when he saw the proposed regulations. "There was a lot of information, I'm still kind of digesting everything," he said Wednesday. "For years we've been hearing that the state is going to come back with sewer regulations (for Cape Cod) so I'm thankful our town has been working already to address some of these issues." Plans for a complete wastewater overhaul have been in the works in Dennis for years, and at this year's town meeting, Dennis voters gave the go-ahead to the first phase of the town's wastewater system overhaul, kicking off the $7.7 million design process of a municipal sewer system and potential treatment plant at 120 Theophilus F. Smith Road. Lambton sees the new regulations as a sign the town is moving in the right direction with a municipal wastewater system. "I think these new regulations are going to make the people who didn't want the new wastewater plan realize they need wastewater," he said. One of the issues brought up by those against the municipal wastewater system is the cost to hook up an individual septic system to the town's system, which can run anywhere from $5,000 to $8,000, Lambton said. But from the estimates discussed at the board meeting, it will be more cost efficient for Dennis residents to join the municipal system rather than pay $20,000 to $35,000 for an upgrade, in Lambton's eyes. "It's going to be less expensive for everyone in the long run," he said. "And we can retrofit the treatment center to address other contaminants too, like phosphorous or pharmaceuticals." Sarah Carlon can be reached at: scarlon@ capecodonline.com or on 71vitter: @sarcarlon Friends of Bass River Executive Director Rick Bishop talks about the water quality project for the Bass River Estuary System. He was photographed Wednesday at the Crab Creek Conservation Area in Yarmouth Port. MERRILY CASSIDY/CAPE COD TIMES Copyright © Cape Cod Times Powered by TECNAVIA Thursday, 09/01/2022 Page .A05 Copyright © Cape Cod Times Copyright © Cape Cod Times Powered by TECNAVIA _T Thursday, 09/01/2022 Page .A01 Copyright © Cape Cod Times dab COASTAL engineering co. 260 Cranberry Highway Orleans, MA 02653 508.255.6511 P 508,255,6700 F Orleans l Sandwich i Nantucket TECHNICAL SERVICES coastalengineeringcompany.com Date: To: Brewster Town Hall Board of Health Department 2198 Main St Brewster, MA 02631 Subject: 3057 Main Street Brewster, MA GWDP 977-0 Previously Cape Cod Sea Camps 07/21/2022 SMITTAL Project No. C16845.07 Via: Mist Class Mail I 1Pick up I ICertified 1 IFed Ex ❑ Plans ❑ Copy of Letter ❑ Specifications M Other We are sending the following items: Copies Date No. Description 1 06/2022 C16845.07 Daily Log Sheet (Not field-tested — Camp is Closed) 1 06/2022 C16845.07 Monthly Discharge Monitor Report (Not sampled — Camp is Closed) 1 07/21/2022 C16845.O7 eDEP Electronic Receipt These are transmitted as checked below: [lfor approval Mfor your use as requested Ilfor review 6 comment Remarks: Enclosed are the recent monthly reporting forms for the system at the above referenced location under GWDP 977-0. The laundry mat has been shut down since the camp has been closed. No flow or pH was able to be recorded and the distribution box was not sampled. Please do not hesitate to contact us if you have any questions or comments. DJM/acc By: David J. Michniewicz, P.E. Cc: plombardi(Dbrewster-ma.gov NOTE: If enclosures are not as noted, please contact us at (508) 255-6511 Orleans 1 Sandwich 1 Nantucket 260 Cranberry Highway, Orleans, MA 02653 508.255.6511 I coastalengineeringcompany.com w. tt Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program Groundwater Permit DAILY LOG SHEET 977 1. Permit Number 2. Tax identification Number 2022 JUN DAILY 3. Sampling Month & Frequency C. Daily Readings/Analysis Information Date Effluent Reuse Irrigation Turbidity Influent pH Effluent Chlorine UV FIowGPD FIowGPD FIowGPD pH Residual Intensity (mg/I) (%) 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 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS INS gdpdls.doc • rev. 09/15/15 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS J NS NS NS NS Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program Groundwater Permit MONITORING WELL DATA REPORT 977 1. Permit Number 2. Tax identification Number 2022 JUN 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 LAUNDRY EFFL Units Well #: 1 Well #: 2 TSS NS MG/L OIL & GREASE NS MG/L FOAMING AGENTS (MBAS) (NS MG/L Well #: 3 Well #: 4 Well #: 5 Well #: 6 mwdgwp-blank.doc • rev. 09/15/15 Monitoring Well Data for Groundwater Permit • Page 1 of 1 7/21/22, 10:16 AM eDEP - MassDEP's OnlineFiling System MassDEP's Online Filing System MassDEP Horne 1 Contact 1 Privacy Policy Username:CASDMR Nickname: COASTAL260 LOG °' My eDEP 1 Forms 1 My Profile-- 1 Help 1 Notifications Receipt Forms Summary/Receipt 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: 1400467 Date and Time Submitted: 7/21/2022 10:16:13 AM Other Email : DEP Transaction ID: 1400467 Date and Time Submitted: 7/21/2022 10:16:13 AM Other Email : DEP Transaction ID: 1400467 Date and Time Submitted: 7/21/2022 10:16:13 AM Other Email : Form Name: Groundwater Discharge Monitoring Report Forms Facility Information: Tax Identification Number: 043070847 location: 3057 MAIN STREET Address: BREWSTER ZIP: 02631 Daily Log Sheet(2022 JUN DAILY) 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 - 2022 Jun Monthly) Form Name: Comments Signature print receipt Receipt 6 Exit My eDEP MassDEP Home 1 Contact l Privacy Policy MassDEP's Online Filing System ver.15.22.2.0© 07/15/2022 MassDEP https://edep.dep.mass.gov/eDEP/Pages/PrintReceipt.aspx 1/1 COASTAL engineering co. TECHNICAL SERVICES coastalengineeringcompany.com RECEIVED SEP 0 6 2022. 260 Cranberry Highw Orleans, MA 026 508.255.6511 P 508.255.6700 Orleans 1 Sandwich 'Nantucket TRANSMITTAL BREWS1 ER FiE DEPAPT�+nc 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 Date: 08/29/2022 Project No. C16845.07 Via: ®1st Class Mail I 'Pick up I 'Certified ❑ Plans ❑ Copy of Letter n Specifications XI Other Fed Ex Copies Date No. Description 1 07/2022 C16845.07 Daily Log Sheet (Not field-tested — Camp is Closed) 1 07/2022 C16845.07 Monthly Discharge Monitor Report (Not sampled — Camp is Closed) 1 08/29/2022 C16845.07 eDEP Electronic Receipt These are transmitted as checked below: nfor approval Flfor your use nas requested nfor review & comment 111 Remarks: Enclosed are the recent monthly reporting forms for the system at the above referenced location under GWDP 977-0. The laundry mat has been shut down since the camp has been closed. No flow or pH was able to be recorded and the distribution box was not sampled. Please do not hesitate to contact us if you have any questions or comments. DJM/acc Cc: plombardi(a brewster-ma.gov NOTE: If enclosures are not as noted, please contact us at (508) 255-6511 Orleans 1 Sandwich 1 Nantucket By: David J. Michniewicz, P.E. D:\DOC\C16800\16845.07 - No Physical Folder\Transmittals\2022-08-29 Transmittal (GWDP 2022).doc 260 Cranberry Highway, Orleans, MA 02653 508.255.6511 1 coastalengineeringcompany.com Massachusetts Department of Environmental Protection 1977 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit DAILY LOG SHEET 2. Tax identification Number 2022 JUL 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/I) (%) 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 NS NS NS NS NS NS NS NS NS 1 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS gdpdls.doc • rev. 09/15/15 NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS NS 1 Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number 977 Groundwater Permit MONITORING WELL DATA REPORT 2. Tax identification Number 2022 JUL 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 LAUNDRY EFFL Units Well #: 1 Well #: 2 TSS MG/L OIL & GREASE MG/L FOAMING AGENTS (MBAS) INS MG/L NS NS Well #: 3 Well #: 4 Well #: 5 Well #: 6 mwdgwp-blank.doc • rev. 09/15/15 Monitoring Well Data for Groundwater Permit • Page 1 of 1 LAMassachusetts Department of Environmental Protection : eDEP Transaction Copy Here is the file you requested for your records. To retain a copy of this file you must save and/or print. SEP 0 2 2022 B OEPARRTMHEALTH ENT Username: EBELAIR Transaction ID: 1416383 Document: Groundwater Discharge Monitoring Report Forms Size of File: 1031.04K Status of Transaction: Submitted Date and Time Created: 8/23/2022:10:16:22 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. VUI Gall VI I \GJVUI VG 1 I V1.GV1.1V11 - VIVUIIU VV Q1.G1 VIJVI101 1 IVI,.I 0111 Groundwater Permit DAILY LOG SHEET 1. r 0111111. I`1UIIIIJOI 2. Tax identification Number 2022 JUL DAILY 3. 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. { A. Facility Information 1. Facility name, address: SERENITY BREWSTER WWTF a. Name 1873 HARWICH ROAD b. Street Address IBREWSTER c. City 2. Contact information: JMA d. State J02631 e. Zip Code 'DAVID FELDMAN a. Name of Facility Contact Person J7817079527 b. Telephone Number 3. Sampling information: 17/31/2022 a. Date Sampled (mm/dd/yyyy) DOUG MURPHY c. Analysis Performed By (Name) Jdfeldman@wingatehealthcare.com c. e-mail address JWHITEWATER b. Laboratory Name B. Form Selection 1. Please select Form Type and Sampling Month & Frequency J Daily Log Sheet - 2022 Jul Daily - All forms for submittal have been completed. 2. - This is the last selection. 3. Delete the selected form. gdpdls 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 UUI GQU 1.11 1 \O'OVUI lac 1 1 VIGIjUVI 1 - VI VUI IUVVOLCI ✓IOlal 101 VG 1 1 lJJI 0111 Groundwater Permit MONITORING WELL DATA REPORT 1 . F GI ll lll INUIIIIJGI 2. Tax identification Number 2022 JUL MONTHLY 3. 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. A. Facility Information 1. Facility name, address: �ERENITY BREWSTER WWTF a. Name 1873 HARWICH ROAD b. Street Address !BREWSTER c. City 2. Contact information: JMA d. State J02631 e. Zip Code }DAVID FELDMAN a. Name of Facility Contact Person J7817079527 b. Telephone Number 3. Sampling information: 17/15/2022 a. Date Sampled (mm/dd/yyyy) 'DOUG MURPHY c. Analysis Performed By (Name) Jdfeldman@wingatehealthcare.com c. e-mail address FWHITEWATER b. Laboratory Name B. Form Selection 1. Please select Form Type and Sampling Month & Frequency I Monitoring Well Data Report - 2022 Jul Monthly All forms for submittal have been completed. 2. - This is the last selection. 3. Delete the selected form. gdpdls 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 ✓UI CQu ul I\CJuul Nc I I V1c1.1IVI 1 - VlVullu VVQ1G1 VIJId IQIyc 1 1Vyl Gil I1 Groundwater Permit DISCHARGE MONITORING REPORT I. r 0111111 IYUIIlIJOI 2. Tax identification Number 2022 JUL MONTHLY 3. Sampling Month & Frequency A. Facility Information Important:When filling out forms on 1. Facility name, address: the computer, use 1 ERENITY BREWSTER WWTF only the tab key to a. Name move your cursor - do not use the 1873 HARWICH ROAD return key. b. Street Address 'BREWSTER JMA 102631 c. City d. State e. Zip Code 2. Contact information: (DAVID FELDMAN a. Name of Facility Contact Person 17817079527 b. Telephone Number 3. Sampling information: Idfeldman@wingatehealthcare.com c. e-mail address 17/28/2022 IRI ANALYTICAL a. Date Sampled (mm/dd/yyyy) b. Laboratory Name JONATHAN AUGUSTE c. Analysis Performed By (Name) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency Discharge Monitoring Report - 2022 Jul Monthly - All forms for submittal have been completed. 2. - This is the last selection. 3. — Delete the selected form. gdpdls 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 LJUI GQU 1../1 I SGJVUI VG 1 I VIGVIIVI I - .JI VUI IUVVQtG1 VIJVI 101 VG 1 I I.J 10111 1. r 6111111 1VU111VG1 Groundwater Permit 2. Tax identification Number Important:When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. in {R 4 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 Facility Information !SERENITY BREWSTER WWTF a. Name 1873 HARWICH ROAD b. Street Address 1BREWSTER 1MA 102631 c. City Certification 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 the are significant penalties for submitting false information, including the possibility of fine and imprisonment for knowing violations." (ELIZABETH BELAIR 18/23/2022 a. Signature b. Date (mm/dd/yyyy) Reporting Package Comments PLANT MET ALL DISCHARGE PERMIT REQUIREMENTS FOR JULY 2022. gdpdls 2015-09-15.doc • rev. 09/15/15 Groundwater Permit • Page 1 of 1 RECEIVED COASTAL engineering co. 260 Cranberry Highway Orleans, MA 02653 508.255.6511 P 508.255.6700 F Orleans 1 Sandwich 1 Nantucket TECHNICAL SERVICES coastalengineeringcompany.com To: Jacquelyn Linehan, Property Mgr. King's Landing Apartments 1200 South State Street Brewster, MA 02631 Subject: King's Landing Apartments 3 State Street Brewster, MA Permit #934-1 Plans Copy of Letter [Specifications followin items: SEP 12 2022 BREWSTER HEALTH DEPARTMENT TRANSMITTAL-- Date: 09/07/2022 Project No. WBR007.00 Via: ®1st Class Mail [ Pick up ❑Certified ❑Fed Ex ®Other Copies Date No. Description 1 07/2022 934-1 Daily Log Sheet 1 07/27/2022 934-1 Monthly Discharge Report w/Laboratory Test Results 1 07/05/2022 934-1 Monthly Monitoring Well Report (Field-tested Data) 1 09/07/2022 934-1 eDEP Electronic Receipt These are transmitted as checked below: [for approval Mfor your use Mas requested for review 6 comment Remarks: Enclosed are the recent reporting forms for the wastewater treatment facility at the above -referenced location. Monthly system test results indicate high levels of Total Nitrogen that exceed the upper discharge limit due to elevated levels of TKN. We will adjust the system settings and use of process control chemicals to help improve treatment of the system. The average daily flow was approximately 9,982 gpd. If you have any questions regarding this report or the WWTF, please do not hesitate to contact us. cc: Brewster Board of Health CC Commission Horsley Witten Group, Inc. AquaPoint.3 LLC NOTE: If enclosures are not as noted, please contact us at (508) 255-6511 D:\DOC\W\WBR\007\FILE COPY\TRANSMITTAL (JULY 2022).DOC By: Chad A. Simmons, WWTPO Orleans 1 Sandwich 1 Nantucket 260 Cranberry Highway, Orleans, MA 02653 508.255.6511 1 coastalengineeringcompany.com Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number 934 Groundwater Permit DAILY LOG SHEET 2. Tax identification Number 2022 JUL DAILY 3. Sampling Month & Frequency C. Daily Readings/Analysis Information Date Effluent Reuse Irrigation Turbidity Influent pH Effluent Chlorine UV FlowGPD FlowGPD FIowGPD pH Residual Intensity (mg/I) (%) 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 9,587 9,749 10,912 9,457 9,084 8,725 9,156 9,035 8,657 8,733 8,798 9,210 9,292 8,790 8,591 9,103 8,584 9,306 9,416 9,270 9,267 8,847 8,787 8,374 7,493 9,352 8,941 8,575 8,242 9,069 8,612 gdpols.doc • rev. 09/15/15 7.27 7.17 7.33 7.26 6.84 7.19 7.26 6.95 7.09 7.02 7.01 7.03 7.06 7.11 7.25 7.42 7.39 7.40 7.42 7.33 7.48 7.62 7.65 7.54 7.69 7.34 7.49 7.51 7.78 7.64 7.30 7.34 7.50 7.41 7.72 7.74 7.76 7.81 7.83 7.80 Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number 934 Groundwater Permit DISCHARGE MONITORING REPORT 2. Tax identification Number 2022 QUARTERLY 2 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 Units TOTAL PHOSPHORUS AS P MG/L ORTHO PHOSPHATE MG/L 2. Influent 3. Effluent 7.00 6.26 4. Effluent Method Detection limit 0.250 0.125 infeffrp-blank.doc • rev. 09/15/15 Groundwater Permit Discharge Monitoring Report • Page 1 of 1 Serial No:08162217:57 Project Name: KINGS LANDING BREWSTER Project Number: WBR007.00 SAMPLE RESULTS Lab Number: Report Date: L2240151 08/16/22 Lab ID: L2240151-01 Date Collected: 07/27/22 10:00 Client ID: INFLUENT(COMPOSITE) Date Received: 07/27/22 Sample Location: 3 STATE ROAD, BREWSTER, MA Field Prep: Not Specified Sample Depth: Matrix: Water Parameter Result Qualifier Units RL MDL Dilution Date Date Analytical Factor Prepared Analyzed Method Analyst General Chemistry - Westborough Lab Solids, Total 480 mg/I 20 NA 2 - 08/01/22 07:40 121,2540B DW Solids, Total Suspended 77. mg/I 14 NA 2.9 07/28/22 08:25 121,2540D SD Nitrogen, Ammonia 34.1 mg/1 1.50 20 08/09/22 22:30 08/10/22 17:09 121,4500NH3-BH AT Nitrogen, Total Kjeldahl 56.2 mg/I 0.600 2 08/09/22 08:30 08/09/22 17:47 121,4500NH3-H AT BOD, 5 day 170 mg/1 30 NA 15 07/28/22 11:05 08/02/22 11:30 121,5210B MT Page 5 of 20 Serial_No:08162217:57 Project Name: KINGS LANDING BREWSTER Project Number: WBR007.00 SAMPLE RESULTS Lab ID: L2240151-03 Client ID: EFFLUENT (GRAB) Sample Location: 3 STATE ROAD, BREWSTER, MA Sample Depth: Matrix: Parameter Water Result Qualifier Units RL MDL Lab Number: Report Date: Date Collected: Date Received: Field Prep: L2240151 08/16/22 07/27/22 09:45 07/27/22 Not Specified Dilution Date Date Analytical Factor Prepared Analyzed Method Analyst General Chemistry - Westborough Lab Phosphorus, Total 7.00 mg/I 0.250 25 08/09/22 09:45 08/09/22 14:44 121,4500P -E SD Phosphorus, Orthophosphate 6.26 mg/I 0.125 25 - 07/29/22 06:35 121,4500P -E KA Oil & Grease, Hem-Grav ND mg/I 4.0 -- 1 08/15/22 11:00 08/15/22 17:08 140,1664B JM Page 7 of 20 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program Groundwater Permit MONITORING WELL DATA REPORT 934 1. Permit Number 112. Tax identification Number (2022 JUL 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 HW-1 HW-2 Units Well #: 1 Well #: 2 PH S.U. STATIC WATER LEVEL 1-tE I SPECIFIC CONDUCTANCE UMHOS/C 5.79 24.05 270 HW-3 HW-4 Well #: 3 Well #: 4 5.94 ;6.12 11DRY 123.36 179.79 11 DRY (280 1310 DRY Well #: 5 Well #: 6 mwdgwp-blank.doc • rev. 09/15/15 Monitoring Well Data for Groundwater Permit • Page 1 of 1 9/7/22, 4:06 PM eDEP - MassDEP's OnlineFiling System 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 - 2022 Jul Monthly) Form Name: Comments My eDEP', MassDEP Home 1 Contact 1 Privacy Policy MassDEP's Online Filing System ver.15.22.2.0© 07/15/2022 MassDEP https://edep.dep.mass.gov/eDEP/Pages/PrintReceipt.aspx 2/2 July 28, 2022 Mr. Brian Dudley DEP Southeast Regional Office 20 Riverside Drive Lakeville, MA 02347 dala COASTAL engineering co. Re: NON -SE -06-1V035 2021-2022 Annual Report Eddy & Stony Brook Elementary Schools Brewster, MA Dear Mr. Dudley: In accordance with the Eddy Elementary School Return to Compliance approval, dated 06/05/2007, the enclosed data summarizes the water usage at the Stony Brook and Eddy Elementary Schools for the 2021-2022 school year. As shown on the accompanying spreadsheets, water usage at both schools was recorded during the school year. Please note that averages now include weekend, vacations, and holidays. Based on an examination of these figures for the two schools, the following table summarizes the data listed on the accompanying spreadsheets. The school enrollment figures were provided by the Nauset Regional School District. 2021-2022 Stony Brook Elementary School Maximum Daily Flow (02/16/2022) 6,322 gallons Minimum Daily Flow (10/29/2021) 23 gallons Average Daily Flow 1,637 GPD Number of Students Enrolled 213 Number of Faculty 64 2021-2022 Eddy Elementary School Maximum Daily Flow (4/22/2022) 10,788 gallons Minimum Daily Flow (01/03/2022) 37 gallons Average Daily Flow 470 GPD Number of Students Enrolled 212 Number of Faculty 48 The school staff will continue to record the daily water usage at each school. If you have any questions or need additional information, please do not hesitate to contact me directly. Very truly yours, COASTAL EN NrE13ING C9.3NC. Enclosure cc: David Ferris, DEP Boston Brewster Town Administrator NRSD Superintendent Brewster Board of Health Page 1 of 1 STONY BROOK ELEMENTARY SCHOOL 2021 - 2022 SCHOOL YEAR DATE METER METER USAGE (GALLONS) NO. OF DAYS AVG. DAILY USE (GPD) 8/30/2021 894,227 8/31/2021 895,646 1,419 1 1,419 9/1/2021 897,399 1,753 1 1,753 9/2/2021 899,916 2,517 1 2,517 9/3/2021 902,235 2,319 1 2,319 9/7/2021 906,450 4,215 4 1,054 9/8/2021 909,353 2,903 1 2,903 9/9/2021 912,003 2,650 1 2,650 9/10/2021 915,036 3,033 1 3,033 9/13/2021 920,898 5,862 3 1,954 9/15/2021 927,150 6,252 2 3,126 9/16/2021 930,757 3,607 1. 3,607 9/17/2021 934,118 3,361 1 3,361 9/20/2021 938,840 4,722 3 1,574 9/21/2021 942,922 4,082 1 4,082 9/22/2021 945,369 2,447 1 2,447 9/23/2021 948,870 3,501 1 3,501 9/24/2021 951,694 2,824 1 2,824 9/27/2021 956,218 4,524 3 1,508 9/28/2021 961,503 5,285 1 5,285 9/29/2021 964,699 3,196 1 3,196 9/30/2021 967,411 2,712 1 2,712 10/1/2021 970,572 3,161 1 3,161 10/4/2021 975,272 4,700 3 1,567 10/5/2021 978,576 3,304 1 3,304 10/6/2021 982,124 3,548 1 3,548 10/7/2021 985,228 3,104 1 3,104 10/8/2021 988,451 3,223 1 3,223 10/12/2021 994,629 6,178 4 1,545 10/13/2021 997,915 3,286 1 3,286 10/15/2021 1,004,094 6,179 2 3,090 10/18/2021 1,008,887 4,793 3 1,598 10/19/2021 1,011,219 2,332 1 2,332 10/20/2021 1,013,582 2,363 1 2,363 10/21/2021 1,015,837 2,255 1 2,255 10/22/2021 1,018,050 2,213 1 2,213 10/25/2021 1,020,361 2,311 3 770 10/26/2021 1,022,375 2,014 1 2,014 10/28/2021 1,025,214 2,839 2 1,420 10/29/2021 1,025,237 23 1 23 11/1/2021 1,025,534 297 3 99 11/2/2021 1,027,936 2,402 1 2,402 11/3/2021 1,030,207 2,271 1 2,271 11/4/2021 1,032,341 2,134 1 2,134 11/5/2021 1,034,607 2,266 1 2,266 11/8/2021 1,036,749 2,142 3 714 11/9/2021 1,039,207 2,458 1 2,458 STONY BROOK ELEMENTARY SCHOOL 2021 - 2022 SCHOOL YEAR DATE METER METER USAGE (GALLONS) NO. OF DAYS AVG. DAILY USE (GPD) 11/10/2021 1,041,725 2,518 1 2,518 11/11/2021 1,044,021 2,296 1 2,296 11/12/2021 1,045,216 1,195 1 1,195 11/15/2021 1,046,394 1,178 3 393 11/16/2021 1,048,652 2,258 1 2,258 11/17/2021 1,050,869 2,217 1 2,217 11/18/2021 1,052,695 1,826 1 1,826 11/19/2021 1,054,779 2,084 1 2,084 11/22/2021 1,056,828 2,049 3 683 11/23/2021 1,059,226 2,398 1 2,398 11/24/2021 1,061,394 2,168 1 2,168 11/26/2021 1,062,087 693 2 347 11/29/2021 1,062,398 311 3 104 11/30/2021 1,064,670 2,272 1 2,272 12/1/2021 1,067,119 2,449 1 2,449 12/2/2021 1,069,477 2,358 1 2,358 12/3/2021 1,071,769 2,292 1 2,292 12/6/2021 1,074,032 2,263 3 754 12/7/2021 1,075,909 1,877 1 1,877 12/8/2021 1,078,104 2,195 1. 2,195 12/9/2021 1,079,681 1,577 1 1,577 12/10/2021 1,081,799 2,118 1 2,118 12/13/2021 1,084,109 2,310 3 770 12/14/2021 1,086,391 2,282 1 2,282 12/15/2021 1,088,672 2,281 1 2,281 12/16/2021 1,090,772 2,100 1 2,100 12/17/2021 1,093,569 2,797 1 2,797 12/20/2021 1,095,945 2,376 3 792 12/21/2021 1,098,153 2,208 1 2,208 12/22/2021 1,100,254 2,101 1 2,101 12/27/2021 1,101,963 1,709 5 342 12/28/2021 1,102,561 598 1 598 12/29/2021 1,103,805 1,244 1 1,244 1/3/2022 1,104,782 977 5 195 1/4/2022 1,105,937 1,155 1 1,155 1/5/2022 1,108,346 2,409 1 2,409 1/6/2022 1,110,728 2,382 1 2,382 1/10/2022 1,112,583 1,855 4 464 1/11/2022 1,114,940 2,357 1 2,357 1/12/2022 1,116,553 1,613 1 1,613 1/13/2022 1,119,206 2,653 1 2,653 1/14/2022 1,121,441 2,235 1 2,235 1/18/2022 1,123,679 2,238 4 560 1/19/2022 1,125,786 2,107 1 2,107 1/20/2022 1,127,948 2,162 1 2,162 1/21/2022 1,130,334 2,386 1 2,386 1/24/2022 1,132,913 2,579 3 860 STONY BROOK ELEMENTARY SCHOOL 2021 - 2022 SCHOOL YEAR DATE METER METER USAGE (GALLONS) NO. OF DAYS AVG. DAILY USE (GPD) 1/25/2022 1,134,220 1,307 1 1,307 1/27/2022 1,139,304 5,084 2 2,542 1/28/2022 1,140,741 1,437 1 1,437 2/3/2022 1,146,952 6,211 6 1,035 2/4/2022 1,149,325 2,373 1 2,373 2/7/2022 1,153,137 3,812 3 1,271 2/8/2022 1,155,607 2,470 1 2,470 2/9/2022 1,158,070 2,463 1 2,463 2/10/2022 1,159,800 1,730 1 1,730 2/11/2022 1,161,929 2,129 1 2,129 2/15/2022 1,165,564 3,635 4 909 2/16/2022 1,171,886 6,322 1 6,322 2/18/2022 1,172,526 640 2 320 2/25/2022 1,176,522 3,996 7 571 2/28/2022 1,177,629 1,107 3 369 3/1/2022 1,180,112 2,483 1 2,483 3/2/2022 1,184,701 4,589 1 4,589 3/3/2022 1,186,745 2,044 1 2,044 3/6/2022 1,188,861 2,116 3 705 3/7/2022 1,191,415 2,554 1 2,554 3/9/2022 1,193,930 2,515 2 1,258 3/10/2022 1,197,588 3,658 1 3,658 3/11/2022 1,198,661 1,073 1 1,073 3/14/2022 1,201,174 2,513 3 838 3/15/2022 1,203,108 1,934 1 1,934 3/16/2022 1,205,287 2,179 1 2,179 3/17/2022 1,207,613 2,326 1 2,326 3/20/2022 1,210,901 3,288 3 1,096 3/23/2022 1,215,743 4,842 3 1,614 3/28/2022 1,222,644 6,901 5 1,380 3/29/2022 1,225,601 2,957 1 2,957 3/31/2022 1,231,159 5,558 2 2,779 4/1/2022 1,231,884 725 1 725 4/4/2022 1,233,840 1,956 3 652 4/5/2022 1,236,386 2,546 1 2,546 4/6/2022 1,238,706 2,320 1 2,320 4/7/2022 1,241,279 2,573 1 2,573 4/8/2022 1,242,713 1,434 1 1,434 4/11/2022 1,245,275 2,562 3 854 4/12/2022 1,247,794 2,519 1 2,519 4/14/2022 1,252,071 4,277 2 2,139 4/18/2022 1,258,482 6,411 4 1,603 4/19/2022 1,260,621 2,139 1 2,139 4/21/2022 1,260,709 88 2 44 4/22/2022 1,260,966 257 1 257 4/25/2022 1,261,727 761 3 254 4/26/2022 1,265,140 3,413 1 3,413 STONY BROOK ELEMENTARY SCHOOL 2021 - 2022 SCHOOL YEAR DATE METER METER USAGE (GALLONS) NO. OF DAYS AVG. DAILY USE (GPD) 4/27/2022 1,266,734 1,594 1 1,594 4/28/2022 1,269,603 2,869 1 2,869 4/29/2022 1,271,056 1,453 1 1,453 5/3/2022 1,277,011 5,955 4 1,489 5/5/2022 1,282,176 5,165 2 2,583 5/10/2022 1,286,019 3,843 5 769 5/11/2022 1,288,774 2,755 1 2,755 5/14/2022 1,293,082 4,308 3 1,436 5/15/2022 1,293,569 487 1 487 5/16/2022 1,294,055 486 1 486 5/17/2022 1,297,006 2,951 1 2,951 5/20/2022 1,300,351 3,345 3 1,115 5/21/2022 1,303,407 3,056 1 3,056 5/22/2022 1,304,605 1,198 1 1,198 5/23/2022 1,305,810 1,205 1 1,205 5/24/2022 1,307,804 1,994 1 1,994 5/27/2022 1,321,501 13,697 3 4,566 5/28/2022 1,323,562 2,061 1 2,061 5/29/2022 1,326,509 2,947 1 2,947 5/30/2022 1,328,443 1,934 1 1,934 6/1/2022 1,330,581 2,138 2 1,069 6/2/2022 1,331,777 1,196 1 1,196 6/3/2022 1,334,552 2,775 1 2,775 6/6/2022 1,335,986 1,434 3 478 6/7/2022 1,338,165 2,179 1 2,179 6/8/2022 1,340,099 1,934 1 1,934 6/9/2022 1,341,234 1,135 1 1,135 6/10/2022 1,344,032 2,798 1 2,798 6/13/2022 1,345,206 1,174 3 391 6/14/2022 1,347,380 2,174 1 2,174 6/15/2022 1,351,353 3,973 1 3,973 6/16/2022 1,352,526 1,173 1 1,173 6/17/2022 1,357,263 4,737 1 4,737 6/20/2022 1,359,410 2,147 3 716 6/21/2022 1,362,827 3,417 1 3,417 6/22/2022 1,366,800 3,973 1 3,973 6/23/2022 1,368,921 2,121 1 2,121 6/24/2022 1,372,038 3,117 1 3,117 6/27/2022 1,376,379 4,341 3 1,447 6/28/2022 1,380,770 4,391 1 4,391 6/29/2022 1,385,111 4,341 1 4,341 6/30/2022 1,390,883 5,772 1 5,772 7/1/2022 1,394,695 3,812 1 3,812 7/5/2022 1,397,429 2,734 4 684 7/6/2022 1,401,804 4,375 1 4,375 7/7/2022 1,405,777 3,973 1 3,973 7/8/2022 1,407,888 2,111 1 2,111 STONY BROOK ELEMENTARY SCHOOL 2021 - 2022 SCHOOL YEAR DATE METER METER USAGE (GALLONS) NO. OF DAYS AVG. DAILY USE (GPD) 7/11/2022 1,409,861 1,973 3 658 7/12/2022 1,410,996 1,135 1 1,135 7/13/2022 1,413,134 2,138 1 2,138 Total discharge: Days: Average GPD: 518,907 317 1,637 EDDY ELEMENTARY SCHOOL 2021- 2022 SCHOOL YEAR DATE METER 1 READING METER 1 USAGE (GALLONS) METER 2 READING METER 2 USAGE (GALLONS) TOTAL USAGE (GALLONS) NO. OF DAYS DAILY USE (GPD) 08/24/21 195,361 146,924 08/25/21 196,089 728 146,958 34 762 1 762 08/26/21 196,721 632 146,971 13 645 1 645 08/27/21 197,047 326 146,997 26 352 1 352 08/30/21 197,636 589 147,049 52 641 3 214 08/31/21 197,959 323 147,088 39 362 1 362 09/01/21 198,339 380 147,150 62 442 1 442 09/03/21 199,249 910 147,496 346 1,256 2 628 09/07/21 199,482 233 147,536 40 273 4 68 09/08/21 200,484 1,002 148,089 553 1,555 1 1,555 09/09/21 201,496 1,012 148,726 637 1,649 1 1,649 09/10/21 202,474 978 149,410 684 1,662 1 1,662 09/13/21 203,428 954 149,971 561 1,515 3 505 09/15/21 205,269 1,841 151,281 1,310 3,151 2 1,576 09/16/21 206,314 1,045 151,906 625 1,670 1 1,670 09/17/21 207,499 1,185 152,642 736 1,921 1 1,921 09/20/21 208,568 1,069 153,283 641 1,710 3 570 09/21/21 209,259 691 153,908 625 1,316 1 1,316 09/22/21 210,755 1,496 154,577 669 2,165 1 2,165 09/23/21 211,740 985 155,216 639 1,624 1 1,624 09/24/21 212,660 920 155,877 661 1,581 1 1,581 09/27/21 213,553 893 156,536 659 1,552 3 517 09/29/21 214,452 899 157,202 666 1,565 2 783 09/30/21 215,413 961 157,881 679 1,640 1 1,640 10/01/21 215,982 569 158,319 438 1,007 1 1,007 10/04/21 217,014 1,032 159,008 689 1,721 3 574 10/05/21 217,928 914 159,623 615 1,529 1 1,529 10/06/21 218,862 934 160,296 673 1,607 1 1,607 10/07/21 219,832 970 161,029 733 1,703 1 1,703 10/12/21 220,757 925 163,062 2,033 2,958 5 592 10/13/21 223,853 3,096 163,736 674 3,770 1 3,770 10/15/21 225,580 1,727 165,016 1,280 3,007 2 1,504 10/18/21 226,600 1,020 165,681 665 1,685 3 562 10/19/21 227,683 1,083 166,329 648 1,731 1 1,731 10/20/21 228,779 1,096 167,020 691 1,787 1 1,787 10/21/21 229,891 1,112 167,697 677 1,789 1 1,789 10/22/21 230,997 1,106 168,390 693 1,799 1 1,799 10/25/21 232,079 1,082 169,088 698 1,780 3 593 10/26/21 233,010 931 169,780 692 1,623 1 1,623 10/29/21 234,424 1,414 170,589 809 2,223 3 741 11/02/21 235,527 1,103 171,184 595 1,698 4 425 11/03/21 236,370 843 171,795 611 1,454 1 1,454 11/04/21 237,412 1,042 172,413 618 1,660 1 1,660 11/05/21 238,429 1,017 173,146 733 1,750 1 1,750 11/08/21 239,403 974 173,741 595 1,569 3 523 11/09/21 240,435 1,032 174,405 664 1,696 1 1,696 11/10/21 241,408 973 175,093 688 1,661 1 1,661 11/12/21 242,445 1,037 175,745 652 1,689 2 845 11/15/21 242,702 257 175,903 158 415 3 138 11/16/21 243,602 900 176,490 587 1,487 1 1,487 11/17/21 244,636 1,034 177,132 642 1,676 1 1,676 11/18/21 245,319 683 177,592 460 1,143 1 1,143 11/19/21 246,378 1,059 178,270 678 1,737 1 1,737 11/22/21 247,342 964 178,862 592 1,556 3 519 11/23/21 248,370 1,028 179,474 612 1,640 1 1,640 11/24/21 249,195 825 180,055 581 1,406 1 1,406 11/26/21 249,331 136 180,072 17 153 2 77 11/29/21 249,508 177 180,074 2 179 3 60 11/30/21 250,647 1,139 180,653 579 1,718 1 1,718 12/01/21 251,824 1,177 847 2,024 1 2,024 12/02/21 252,611 787 181,767 847 1,634 1 1,634 12/03/21 253,494 883 182,354 587 1,470 1 1,470 12/06/21 254,351 857 182,897 543 1,400 3 467 12/07/21 255,229 878 183,470 573 1,451 1 1,451 EDDY ELEMENTARY SCHOOL 2021 - 2022 SCHOOL YEAR DATE METER 1 READING METER 1 USAGE (GALLONS) METER 2 READING METER 2 USAGE (GALLONS) TOTAL USAGE (GALLONS) NO. OF DAYS DAILY USE (GPD) 12/08/21 256,188 959 184,042 572 1,531 1 1,531 12/09/21 256,889 701 184,460 418 1,119 1 1,119 12/10/21 257,775 886 185,109 649 1,535 1 1,535 12/13/21 258,605 830 185,719 610 1,440 3 480 12/14/21 259,377 772 186,249 530 1,302 1 1,302 12/15/21 260,118 741 186,776 527 1,268 1 1,268 12/16/21 261,012 894 187,363 587 1,481 1 1,481 12/17/21 261,880 868 187,964 601 1,469 1 1,469 12/20/21 262,755 875 188,607 643 1,518 3 506 12/21/21 263,593 838 189,160 553 1,391 1 1,391 12/27/21 265,268 1,675 190,212 1,052 2,727 6 455 12/28/21 265,377 109 190,225 13 122 1 122 12/29/21 265,584 207 190,255 30 237 1 237 01/03/22 265,729 145 190,296 41 186 5 37 01/04/22 266,056 327 190,544 248 575 1 575 01/05/22 266,740 684 191,011 467 1,151 1 1,151 01/06/22 267,557 817 191,579 568 1,385 1 1,385 01/10/22 268,347 790 192,119 540 1,330 4 333 01/11/22 269,188 841 192,665 546 1,387 1 1,387 01/12/22 269,949 761 193,217 552 1,313 1 1,313 01/13/22 270,721 772 193,777 560 1,332 1 1,332 01/14/22 271,579 858 194,328 551 1,409 1 1,409 01/19/22 273,668 2,089 195,489 1,161 3,250 5 650 01/20/22 274,633 965 196,112 623 1,588 1 1,588 01/21/22 275,394 761 196,696 584 1,345 1 1,345 01/24/22 276,273 879 197,345 649 1,528 3 509 01/25/22 276,946 673 197,843 498 1,171 1 1,171 01/26/22 278,554 1,608 198,185 342 1,950 1 1,950 01/27/22 278,719 165 198,391 206 371 1 371 01/28/22 279,298 579 199,540 1,149 1,728 1 1,728 02/01/22 280,446 1,148 200,347 807 1,955 4 489 02/03/22 280,791 345 200,596 249 594 2 297 02/04/22 282,513 1,722 201,105 509 2,231 1 2,231 02/07/22 283,431 918 202,258 1,153 2,071 3 690 02/08/22 284,164 733 202,763 505 1,238 1 1,238 02/09/22 284,961 797 203,333 570 1,367 1 1,367 02/10/22 285,548 587 203,787 454 1,041 1 1,041 02/11/22 286,329 781 204,373 586 1,367 1 1,367 02/14/22 287,005 676 204,874 501 1,177 3 392 02/15/22 287,617 612 205,302 428 1,040 1 1,040 02/16/22 288,334 717 205,814 512 1,229 1 1,229 02/17/22 289,069 735 206,347 533 1,268 1 1,268 02/22/22 290,492 1,423 207,361 1,014 2,437 5 487 02/24/22 290,635 143 207,437 76 219 2 110 02/28/22 290,800 165 207,474 37 202 4 51 03/01/22 291,549 749 208,052 578 1,327 1 1,327 03/03/22 292,854 1,305 209,081 1,029 2,334 2 1,167 03/04/22 293,567 713 209,607 526 1,239 1 1,239 03/06/22 294,373 806 210,117 510 1,316 2 658 03/07/22 295,075 702 210,635 518 1,220 1 1,220 03/10/22 296,607 1,532 211,748 1,113 2,645 3 882 03/16/22 299,649 3,042 214,075 2,327 5,369 6 895 03/18/22 301,163 1,514 215,162 1,087 2,601 2 1,301 03/24/22 304,244 3,081 217,196 2,034 5,115 6 853 03/29/22 306,341 2,097 218,730 1,534 3,631 5 726 03/30/22 307,135 794 219,275 545 1,339 1 1,339 03/31/22 307,877 742 219,805 530 1,272 1 1,272 04/04/22 309,875 1,998 221,190 1,385 3,383 4 846 04/08/22 311,870 1,995 222,718 1,528 3,523 4 881 04/11/22 312,566 696 223,204 486 1,182 3 394 04/12/22 313,256 690 223,715 511 1,201 1 1,201 04/13/22 313,691 435 224,225 510 945 1 945 04/14/22 314,406 715 224,743 518 1,233 1 1,233 04/15/22 314,861 455 225,280 537 992 1 992 EDDY ELEMENTARY SCHOOL 2021- 2022 SCHOOL YEAR DATE METER 1 READING METER 1 USAGE (GALLONS) METER 2 READING METER 2 USAGE (GALLONS) TOTAL USAGE (GALLONS) NO. OF DAYS DAILY USE (GPD) 04/18/22 315,087 226 225,821 541 767 3 256 04/21/22 315,494 407 246,322 20,501 20,908 3 6,969 04/22/22 316,744 1,250 255,860 9,538 10,788 1 10,788 04/25/22 316,979 235 255,896 36 271 3 90 04/26/22 317,179 200 256,139 243 443 1 443 04/27/22 317,578 399 256,640 501 900 1 900 04/28/22 318,005 427 257,419 779 1,206 1 1,206 05/01/22 318,204 199 257,978 559 758 3 253 05/02/22 320,903 2,699 258,537 559 3,258 1 3,258 05/03/22 321,711 808 259,113 576 1,384 1 1,384- 05/04/22 322,615 904 259,624 511 1,415 1 1,415 05/05/22 323,063 448 260,142 518 966 1 966 05/06/22 323,478 415 260,675 533 948 1 948 05/09/22 323,793 315 261,183 508 823 3 274- 05/10/22 325,270 1,477 261,781 598 2,075 1 2,075 05/11/22 325,940 670 262,291 510 1,180 1 1,180 05/12/22 326,595 655 262,822 531 1,186 1 1,186 05/13/22 327,339 744 263,329 507 1,251 1 1,251 05/16/22 327,760 421 263,910 581 1,002 3 334 05/17/22 328,324 564 264,682 772 1,336 1 1,336 05/18/22 328,635 311 264,893 211 522 1 522 05/19/22 329,853 1,218 264,947 54 1,272 1 1,272 05/20/22 330,564 711 265,111 164 875 1 875 05/23/22 331,334 770 265,332 221 991 3 330 05/24/22 331,945 611 265,870 538 1,149 1 1,149 05/25/22 332,389 444 266,423 553 997 1 997 05/26/22 333,363 974 266,824 401 1,375 1 1,375 05/27/22 333,850 487 267,429 605 1,092 1 1,092 05/31/22 334,337 487 268,010 581 1,068 4 267 06/01/22 335,248 911 268,523 513 1,424 1 1,424 06/02/22 335,627 379 269,097 574 953 1 953 06/03/22 336,160 533 269,097 0 533 1 533 06/06/22 336,990 830 269,845 748 1,578 3 526 06/07/22 337,499 509 270,933 1,088 1,597 1 1,597 06/08/22 338,244 745 271,480 547 1,292 1 1,292 06/09/22 338,795 551 272,110 630 1,181 1 1,181 06/10/22 339,366 571 272,474 364 935 1 935 06/13/22 339,462 96 273,064 590 686 3 229 06/14/22 339,571 109 273,601 537 646 1 646 06/15/22 340,050 479 274,154 553 1,032 1 1,032 06/16/22 340,384 334 274,711 557 891 1 891 06/17/22 340,920 536 275,285 574 1,110 1 1,110 06/20/22 341,435 515 275,957 672 1,187 3 396 06/21/22 341,814 379 276,538 581 960 1 960 06/23/22 342,139 325 277,123 585 910 2 455 06/24/22 342,460 321 277,768 645 966 1 966 06/27/22 343,074 614 278,287 519 1,133 3 378 06/28/22 343,501 427 278,796 509 936 1 936 06/29/22 344,008 507 279,441 645 1,152 1 1,152 06/30/22 344,407 399 280,217 776 1,175 1 1,175 07/01/22 344,817 410 280,795 578 988 1 988 07/05/22 345,043 226 281,304 509 735 4 184 07/06/22 345,452 409 281,822 518 927 1 927 07/07/22 345,831 379 282,399 577 956 1 956 07/08/22 346,165 334 283,064 665 999 1 999 07/11/22 346,512 347 283,540 476 823 3 274 07/12/22 346,745 233 284,171 631 864 1 864 07/13/22 347,300 555 284,944 773 1,328 1 1,328 Total discharge: Days: Average GPD: 151,939 323 470 Select Board FY23-24 Strategic Plan FIN AL APPROVED 08.22.22 Visio n Building Block Goal # Goal Descripti on Timeli ne Degree of Complexity Vision Pla n / Local Compr ehe nsiv e Pla n FY22-23 SB Plan Primary Responsible Party Other Key Stakeh olders Former Sea Camps Properties SC -1 Compl ete discovery phase, including building in ventories/ assessments, and conti nue to implement interim property management plan FY23 Medium X Town Administration and Bay & Pond Property Planning C ommittees Town Staff SC -2 Continue to de velop/refine and implement interim public access/ use plans FY23-24 High er X X Town Administration and Bay & Pond Property Planning C ommittees Select Board; BPPC & PPPC Liais ons, Representativ es, a nd Town Sta ff SC -3 Launch community planning pr ocess, engage resid ents an d stakeholders, determine support f or c onstructing new co mmunity center on bay property, and de velop long-term comprehensi ve plans f or both properties FY23-24 Higher X X Town Administration and Bay & Pond Pr operty Planning Committees Select Board; BPPC & PPPC Liaisons, Representatives, and Town Staff SC -4 Continue to explore potential short- and long-term partnerships that may mitigate acquisiti on c osts or operating expenses and may provide enhanced services, programs, or amenities for residents FY23-24 Medium X X Town Administration a nd Bay & Pond Property Planning Committees S ele ct B oard; BPPC & PPPC Liaisons and Representatives, and Town Staff Co mmunity Character CC -1 Adopt and implement 5 -year Community Preservatio n Plan and seek adoption of propo sed bylaw amendments to support maximum flexibility to fund projects to meet community ne eds FY23 Lower X C omm unity Preser vation C ommittee Town Administration; Select Board; Finance Committee; Open Space Committee; Affordable Housing Trust; Hist orical Commission; Recreati on Commission CC -2 Identify and evaluate benefits of introducing/ expanding targeted local tax relief o ptions FY23 Medium X X Finance T eam Select Board; Finance Committee; Board of Assessors; Brewster Associatio n of Part -Tim e Residents CC -3 Co mple te sociodemo graphic study to info rm next steps in crafting and adv ancing div ersity, equity, and inclu sion initiativ es FY23 Lower X X Town Administrati on Select B oard; Human Resources Dept; T own St aff Open Space 05-1 Co mplete design and implement updated Drummer Boy Park M aster Plan Phase I impro vements in coordination with Wing Islan d Boardwalk project FY23-24 Medium X X T own Administrati on Select Board; Natural Resources Commissi on & Dept; D epartment of P ublic Works; Brewster Conservation Trust; Brewster Hist orical S oci ety 05-2 Identify and resolve private party encro achments on Town land FY23-24 Lower Town Administration & Natural Resources D ept Select Board; C onservati on C ommission; Wat er Commission & Dept; Brewster Conservation Trust Housing H-1 Deve lo p five-year financial plan for Affordable Housing Trust and determine whether additional funding streams should be explored to support housing initiatives at a ran ge of income levels FY23 Mediu m X X Affordable Housing Trust & Fi nance Team Select Board; Finance Committe e; Housing Co ordinator H-2 Begin imple menting updated Housing Production Plan priority strategies FY23 Mediu m X X Affordable Housing Trust & Housing C oordinator Select Board; Pl anning B oard; Housi ng Partnership; Town Administration; Planner H-3 Co ntinue to pro vide support services to residents, including CDBG housing rehabilitation and childcare vouchers FY23-24 Medium X Housing Co ordinator Select Board; T own Admi nistrati on; Affordable Housing Trust; Human Services C ommittee; C ouncil on Aging H-4 Advan ce Millsto ne Road Commun ity Hou sing project FY23-24 Higher X X T own Admi nistration & H ousing Coordinator Select Board; Affordable H ousing Trust; Community Preservation Committ ee; Plan ning Dept & Zoning Board of Appeals 1 Select B oard FY23-24 Strategic Pla n FINAL APPROVED 08.22 .22 Vision Building Block Goal # Goal Description Timeline Degree of Complexity Vision Plan / L ocal Comprehensive Plan FY22-23 SB Plan Primary Resp onsible Party Other Key Stak eholders Local Economy LE -1 Define and provide necessary supports to effectively implement electronic permitting and invest in phased digitization of T own records FY23 M edium X X Town Administration Select B oard; IT Director; Buildi ng Dept; Health Dept; Plan ning D ept LE -2 Continue to host semi-annual r oundtable with Town officials, Chamber of Commerce, and l ocal business community to build on i ncreased outreach and communication developed during pandemic FY23-24 Lower X X Town Administration Select Board; Town Staff; Chamber of Commerce LE -3 De velop Guide to Doi ng Business in Brewster FY24 Medium X Town Administration Building Dept; Health Dept; Planning Dept; Natural Res ources Dept; Town Clerk; Chamber of C ommerce Coastal Management CM -1 Complete design and permitting of Wing Island boardwalk FY23 Higher X X Town Administration Select B oard; Conservation C ommission; Natural Resources Commission & Dept; Dep artment of Public Works; Br ewster Co nser vation Trust; Cap e C od Mus eum of Natural Hist ory CM -2 Consider merits of Cape Cod Commissio n's m od el coastal resiliency bylaws/regulations and potential implemen tation FY23-24 Medium X Plan ning Dept Planning Board; Town Administration; Board of Health & Health Dept; C onservati on Commission & Natural Res ources Dept; B uildi ng Dept Water Resources WR-1 Convene a new Water Resources Task Force and develop updated plan and timeline for advancing integrated wa ter quality initiative s, to include addre ssing DEP's proposed changes to Title V regulations and continuing collaboration with external stakeholders FY23-24 Higher X X Water Res ources Task Force Town Administrati on; Select Board; Natural Resources C ommission & Dept; Water Commission & Dept; B oard of Health & Health Dept; Planning Board & Dept; Finance C ommittee; Brewster Ponds Coalition WR-2 Continue to educate public abou t new stormwate r bylaw/regulations and consider refinements as needed FY23 Lower X X Planning Dept Planning Board; Town Administr ation; Conservati on Commission & Natural Res ources Dept; Building Dept Community Infrastructure CI -1 Determine support fo r adv ancing proposed Brewster Ladies Library renov ation project FY23 Lower Select Board Town Administration; Brewst er Ladi es Libr ary Association & Library Dept CI -2 Conduct a needs assessment and dev elop FY24-28 COA (Age Friendly) Community Action Plan FY23 Me dium X Council on Aging Board & Dept Select Board; Town Administrati on; Bay Property Planning Committee CI -3 Work with Nauset School officials to clarify process and timeline of next steps regarding re sults of Elementary School Consolidation Feasibility Study, especially in relation to other potential Town &School capital investments FY23 Medium X X Select Board & Town Administration Brewster Sch ool C ommittee & Nauset Administration; Fina nce C ommittee CI -4 Complete Millston e Road project final design/ permitting and create Road Capital Prioritization Plan FY22-23 Higher X X DPW Director & Town Administration S elect B oard; Finance Committee CI -5 Develop policy to clarify provision of Town services on private roads and consider potential amendments to private road betterment bylaw FY23-24 Medium DPW Dir ector & Tow n Administration S el ect Board; Public Saf ety T eam; Planni ng Dept & Planning Board; Finance Team 2 Select Board FY23-24 Strategic Plan FINAL APPROVED 08.22 .22 Vision Bu ildin g Block Goal # G oal Description Tim eli ne Degree of Complexity Vision Plan / Local Comprehensive Plan FY22-23 SB Plan Primary Responsibl e Party Oth er Key Stakeholders Gove rn an ce G-1 Est ablish and communicate budget capacity to Na uset School officials based on the Town's current and long- term fiscal sustainability FY23 Medium X Select Board & T own Administration Finance Committee & Finance Team; Nauset Regi onal School Committee; Brewster School Committe e; Naus et School Admi nistration; Nauset regi on T own officials G-2 Launch new Town website and identify preferred enhancements to current commu nications model FY23 Medium X X Town Administration Select Board; IT Dept; BGTV G-3 Establish process to revise Br ewster Town seal & draft related use policy FY23-24 Medium Select Board Town Administration & Tow n Staff G-4 Evaluate potential amendments to noise bylaw and/ or develo p entertainment license regulations FY23 Lower Select Board & Town Administration Town Staff G-5 Finalize, adopt, and implement Local Comprehensiv e Plan and monitor progress FY23-24 Medium X X Visi on Planning Committee, Select Board, and Planning Board Planning Dept; Town Administration; Town Staff G-6 Develop and launch capital budget and other transparency features of new online platform to c ontinue to improve a ccessibility of Town finances FY23 Medium X X Fi nance Team Sel ect B oard; Finance Committ ee G-7 Support Human Resource Departme nt by: 1. Continui ng to imple ment findings fro m HR audit, including deve lopmen t of emplo yee handbo ok 2. Con tinuin g to monitor and support employee wellness 3. Creating programs to re cognize To wn staff/vo lunteers fo r their community service FY23-24 Medium X X Town Administration Select Board; Huma n Resources G-8 Identify priority areas to increase organizational capacity to meet enhanced service needs and expande d project demands and develop long-term financing plan to fund necessary personnel FY23-24 Medi um X X T own Administrati on & Finance Team Select Board; Finance Committ ee; Tow n Staff G-9 Consider need for and structure of ne w Parks & Recreatio n Department responsible for management of Dru mmer Boy Park, former Sea Camps, Dog Park, and other existing recreatio nal amenities/programs FY23-24 Higher X X Town Administration Select B oard; Finance Team; Human Resources; Recreation Dept & Commission; Natural Resources Dept; Department of Public Works G-10 Develop standard criteria and process to ev aluate potential land acquisitions and co nsider establishing municipal lan d acquisition co mmitte e FY23 Medium X Select Board Town Administration; Open Space C ommittee; Affordable Housing Trust; Water Commissio n Climate Mitigation & Adaptation CA -1 Develop and implement updated staffing and com mittee mode l that re fle cts the Town 's commitment to comprehensiv ely advancing energy, climate change, and resiliency in itiatives FY23 Medium X Town Administration Select Board; Energy Committee & Manager CA -2 Develop net zero energy roadmap FY24 Highe r X X Town Administrati on Energy Committee & Manager; S elect Board; Faciliti es Manag er Solid Waste Management SW -1 Complete site assessmen t and determine next ste ps to improve Department of Public Works and Recycling Center property an d facilities FY23 Lo wer X DPW Direct or Town Administration; Select Board; Recycli ng Commissio n SW -2 Continue hydration station installatio n project FY23-24 Lo wer X Water Sup erintendent Town Administration; Select Board; Recycling Committee; W ater Commission; Facilities Manager 3 October 2022 October 2022 Su Mo Tu We Th Fr Sa 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 November 2022 Su Mo Tu We Th Fr Sa 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 M ONDAY TUESDAY WEDNESDAY THURSDAY FRIDAY Oct 3 4 5 6 7 1 3:30pm VPC- Hybrid (Rm B) 4:30pm Board of Assessors- In Person (Rm A) • 5:OOpm Bicycle & Pedestrian - In ' person (Rm B) 6:OOpm Select Board - Virtual(Rm A) 16:OOpm Fin Comm - Hybrid (Rm B) I 5:OOpm Housing Trust- Virtual (Rm A) I7:OOpm Board of Health- Hybrid (Rm A) 10 11 12 13 14 TOWN OFFICES CLOSED -COLUMBUS DAY 4;OOpm BPPC- Hybrid (Rm B) 1 4:OOpm CPC - Virtual (Rm B) 3:OOpm Recycle Commission - I Virtual (Rm B) 4:OOpm Golf Commission- In Person (Rm A) 1 4:30pm Board of Assessors - In Pers on (Rm A) 1 4:00pm Open Space- Virtual (Rm A) 6:00pm Fin Comm - HybridJRm A) 1 6:OOpm Cons Comm- Virtual (Rm B)', 6:OOpm Natural Resources Advisory Committee- Virtual (Rm 61 7:OOpm ZBA- Virtual (Rm A) 6:30pm Planning Board -Virtual 17 18 19 20 21 [ 3:30pm VPC- Hybrid (Rm A) 10:OOam Crosby Property -Hybrid (RmA) 4:OOpm PPPC- Virtual (Rm A) 1 1:OOpm COA- In person (RmA) 12:OOpm Cemetery Commission- Virtual 5:OOpm Cultural Council- In Person (RmB) 4:30pm Board of Assessors- In Person (Rm B) 1 3:00om Energy Comm-Virtual(RmA) 1 6:00pm Partnership -V (RmB) 6:O0om Select Bo ard - Virtual(RmA) 7:OOpm Board of Health- Hybrid (Rm Al 16:30pm Brewster School Comm Hybrid (RmA) 7 OOpm HDC- Hybrid (Rm B) 24 25 26 27 28 1 4:OOpm BPPC Hybrid (Rm B) 10:OOam Historical Commission - Virtual(RmA) 5:OOpm Recreation Commission- Hybrid (Rm A) 1 9:00am WQRC- Virtual I4:OOpm Golf Commission- Virtual (Rm A) 4:OOpm CPC - Virtual (Rm B) 6:OOpm Cons Comm - Virtual (Rm B) 4:30pm BOA -In Person (Rm A) 6:30pm Planning Board- Virtual 31 Nov 1 2 3 4 Donna Kalinick 1 9/14/2022 3:48 PM