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BOH8.17.22packet
VkEwsi x 0- POCOR RA's P Ff. 0 .3 Board 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 St., Brewster, M -A. 02631 brhealtb@brewster-ma.gov (508) 896-3701 BOARD OF HEALTH MEETING AGENDA 2198 Main Street August 17, 2022, at 7:OOPM Pursuant to Chapter 20 of the Acts of 2021, this rneagng will be conducted in person afid via remote means, in accordance with applicable law. This rrveans that members of the public body may access this meeting in person or via virtual means. in person attenclaneewifl bealthe meeting location listedabove, aad it is possible thatany orall' members ofthe public boy mayattend remotely. No in-person attendance of members of the public will be permitted, and public participation in afly public hearing conducted during th is me etIn g s h 211 be by remote m ea ns on I y. Mern be rs of the pubi ic who wis In to a ccess the meeti ng m ay do so In the fol lowi n g m an n er: Phone: Call (301)715-8592 or (312)626-6799. Webinar R 820 4394 4509 Passcode: 979174 To requ est to speak: Press '9 and wa It to be recog n ized. Zoom Webinar. hitips1fu sO2Web. zoom. us/i/82Q43944609?jDwd=N1MM 2kvU Ex Kb U 1 RS0hmMQ 1 Zb3dQZzQ9 Passcode: 979174 To req uest to s peak: Tap Zo orn " Ra Is e Han d ", th e n wa I t to b e recog n ized. Wh en req ui red by I aw or a Illowed by the C ha i r, pe rson s wis hi W to p rovide p u b lie com rn en t o r oth e rwise pa rtici pate I n the meeti ng, m ay do so by accessing the meeting remotely, as noted above. Additionally, the meeting will be broadcast live, in real time, via Live broa dcas t (13 rewster Gove rn mentFV Ch an ne I 18), L ives fream (livestream.bre wster-ma.go v) or V Id eo record i n g (tv. brewste r -r -n a. g ov) I - 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. New member welcome — Casey Chatelain 5. 17 Hamilton Cartway — John Casale — Request change in number of bedrooms 6. Brewster VA Technology presentation — Emily Michele Olmstead &Tracy Long from MASSTC 7. Discuss and possibly vote on the revised Brewster Bedroom Definition for the Purpose of Sizing a Septic System 8. Review & approve minutes for 7/6/22 & 813/22 9. Liaison Reports 10. Matters not reasonably anticipated by the Chair 11. Items for next agenda 12. Next meeting: September 7, 2022 13. Informational items: a. CCSC Metals Impacts and Release Abatement Measure Plan b. Monthly report for Pleasant Bay Health & Living Center C. Monthly report for Kings Landing d. 2022 Pleasant Bay Watershed Permit Annual Report e, Monthly report for Ocean Edge f. Monthly report for Serenity 14, Adjournment Date Posted: Date Revised: 8111/2022 \\fileserverl 6\rdocuments$\tmasoo�Desktop\Agenda template.doex Received by Town Clerk: July 13, 2022 Amy von Hone, Health Director Town of Brewster 2198 Main Street Brewster, MA 42631 Re: 17 Hainilton Cartway Correction of approved number of bedrooms Dear Ms. von Hone: I would like to respectfully request a change/correction of the approved number of bedrooms from a 3 bedroom home to a 4 bedroom home. The reasons for this request'are as follows. The 1988 Title V Application and Sewage and Floor plan as submitted were inaccurate. It's clear the engineer never went into the house as the floor plan is wrong, The home has been 4 bedrooms for decades. We had been paying taxes on a 4 bedroom home right up until we started construction of the new home. I was not provided notice of the hearing held in November of 2004 to "discuss" my property. The evidence presented at this hearing was overwhelming and the current Health Agent at the time refused to listen to facts and I feel I was unjustly denied the 4" bedroom. When submitting the new Site and Sewage plan in 2004 for the new home to be constructed it was submitted with 4 bedrooms as that was the number of bedrooms in the existing home, the Tax Assessor's office has had it listed as a 4 bedroom home since it was built in the 1960's and we weren't proposing an increase in flow with the new house design. When the new house plan was originally submitted to the Town with the Building Permit, it was for a 4 Bedroom dwelling. We required no variances, just an Order of Conditions as we live on Smalls Pond. A brief history of the property is as follows. In 1947 my wife's Great Uncle, Ernest Doucette, purchased the property. In 1965 or 1966 Ernie got a mortgage from Grossmans in Hyannis and built the cottage. The cottage was and always has been a 4 bedroom dwelling since the mid 1960's. Property taxes have always been paid on a 4 bedroom dwelling. Sometime in 1988 a new Title V Septic System was installed. The drawing submitted with the application was completely inaccurate. The kitchen is on the wrong side of the house, the bathroom is not located as drawn, the bedrooms on the second floor axe not drawn correctly and there has never been any attic space, It is clear from the drawing submitted that the engineer NEVER stepped foot in the house. The house never changed from 1966 to 2404 prior to demolition. I submitted affidavits from Ernie's brother and sister-in-law, as well as, any wife Maureen that it was and has always been a 4 bedroom house. These affidavits were ignored. I submitted the accurate floor plan, this was ignored. In 1997, we inherited the house from Ernie. We came down on weekends and in 2001 moved to the Cape full time. In 2004 we began the process of getting approvals to build a new house. We submitted plans for a 4 bedroom house (because we had a 4 bedroom house) with a 4 bedroom septic design and needed no variances to fit it on the property. All building plans were approved, no variances required. This qualified as a pre-existing non conforming build. I would like to have the number of bedrooms corrected to indicate the dwelling is a 4 bedroom. I will make changes to the leach field, adding a chamber, which would not require any variance. This change should have been discussed and allowed at the November 9, 2004 meeting, which would have corrected an obvious error and mistake when the original Title V System was installed. Please let me know if you need any further information. I have substantial evidence to support the aforementioned facts and will be happy to bring them to the Board of Health Hearing. Thank you for your consideration in this matter. Feel free to call or email with any questions. Sincerely, John Casale (508) 714-9033 oht n.majonllc a)gmail.com *414C 'low 3�� rte Town of Brewster 2198 MAIN STREET BREWSTER, MASSACHUSETTS 02 63 1-1 898 PHONE: 508.896.3701 EXT. 1120 FAX: 508.896.4538 brhealtht� brervster-ina. ov W W W.l3REW STER-MA. G0V AGENDA ACTION ITEM FORM BOH Variance Agenda Item ❑ In -House Local Upgrade Approval ❑ Other: Health Department Amy L. von Hone, R,S„ C,H.O, Director Sherrie McCullough, R.S. Assistant Director Tammi Mason Senior Department Assistant Board of Health Meeting Date: August 3, 2022 Project Location: 17 Hamilton Cartway Map & Parcel: 9315 Owner's Name & Address: John T. & Maureen Casale 17 Hamilton Cartway Brewster, MA 02631 Applicant: same as above Date Requested: July 13, 2022 Title 5 Variance Request. Yes❑ Nor] Board of Health Variance Request: Yes© No❑300' Setback to Pond Other: Yes® No[] 1. Outside Zone II and DCPC, Private Well 2. In ESA — existing building and septic system and lot within 300' of wetlands 3. Request by owner to convert house to 4 bedrooms and enlarge existing septic system to accommodate additional bedroom. Discussion Points per Health Department Property File: The property consists of an existing 3 Bedroom residential home with a 2004 Title 5/Brewster local regulations compliant septic system. The dwelling consists of 2 bedrooms and a 1 - bedroom in-law apartment. The property is serviced by a private well and abuts Smalls Pond. The lot is located within 300' of wetlands, is located upgradient of the pond, and therefore qualifies as an Environmentally Sensitive Area (ESA). The existing septic system has the capacity for a 3 -bedroom dwelling. 2. Historical timeline related to the BOH approval for the construction of the existing 3 Bedroom dwelling and septic system: a. 1128188: Title 5 Application, Floor Plan, Site & Sewage Pian for septic system upgrade to existing dwelling. Floor plans and septic design for 3 bedrooms. b. 12128194: Assessor Field Cards list 4 Bedroom Dwelling N:%Health%BOH Meeting NotesIBOH Hearing Notes1l7 Hamilton Cartway M93 P5 Agenda.Variance Action Item Form 07.29.2022.docx c. 7112104: Site & Sewage Plan — proposed 4 Bedroom Dwelling and septic system d. 9112104: Affidavits from current owners & relatives associated with the dwelling (formerly 70 Hamilton Cartway) declaring original dwelling was 4 bedrooms e. 10/5104: Assessor Field Card & Floor Plan: 4 bedrooms on field card and floor plan from owner showing 4 bedrooms in existing structure with note regarding common wall removed between 2 bedrooms on 2nd floor f. 1119104: BOH Agenda Action Item Jahn Casale -- 70 Hamilton Carlway- discussion on approved # of bedrooms g. 1119104: BOH 1119104 Meeting Minutes — pictures of original dwelling show 3 bedroom due to recent wall removal. 1988 septic upgrade paperwork showed 3 bedrooms. Raze and replace constitutes new construction which must meet current codes. Existing potable well limits lot to 1 Bedroom/10,000 sf of land area. BOH believed property could only be 3 -bedroom dwelling. h. 1119104: Copies of Title 5 Regulation Sect. 15.002 Definition, New Construction and Sect. 15.352 Increases in Design Flow to system used to support BOH decision regarding maximum 3 -bedroom dwelling. i. '11110104: Floor Plans — revised after BOH meeting on 1119104 showing proposed 3 bedrooms j. 11/11104: Site & Sewage Plan — proposed 3 -bedroom dwelling and septic design, revised after BOH meeting on 1119104 k. 121211174: Title 5 Application for raze and replace to construct 3 -bedroom dwelling 3. Title 5 definitions of New Construction (15.002) and Increases in Design Flow to System (15.352 in 3124195 version and 15.204 in 919115 version) NAHealtMBOH Meeting NotWB0H Haaririg Noteskl7 Hamilton Caitway M93P5 Age nda.Variance Actian Item Form 07.29,2022. docx ! 5 Date.. ...... Fee BREW ITER, MASSACHUSETTS New InstallationAlter a BOARD OF HEALTH Repair $25.00 0 00. Application for Disposal Works Construction Permitrl�;'I')' a A lication is hereby made for a Permit to construct X Alter or Repair( an individual Sewage Disposal System a 4+ i Pp Y ( } p ( ) Hamilton Gartway Map # 47 Lot 70 Ernest Doucette 70 70 HamiJton"Va''PTay;'V�e"Vrster,MA O2631 T.W. Nickerson Owncr MM Hill Road, A'lMatham, MA 02633 Ii�siei{L.�...... . ........ ....... ..........aidiwcc ...... I ................ Type of Building Size Lot. 22,700 .... Sq.feet Dwelling—No, of Bedrooms :: : : : : : : : : : : : ....................... Expansion Attic ( } Garbage Grinder ( ) Other --Type of Building ................... No. of persons . . Showers( ) —Cafeteria ( ) pGOther fixtures................................................................................... C7 U SepDest Tank—Liquid capacity ..1004 ' ' gagallons Lons per ength pr y' Tatal em Width l�r' Diame� r ..5 ....... Depth Disposal Trench ---No. ........... Width ........ Total Length ........... Total leaching area ........... sq.ft. Seepage Pit No....I ....... Diameter. 2 ..... Depth below inlet ...3.5.'.... Total leaching area ...544..... sq. ft. Distribution box (X) Dosing tank ( ) Other . ............................................. G. Lombardo 9/25/87 Percolation Test Results Performed by .............. ... ...... t .. Date ....................... Test Pit No. 1 ...... ..... minutes per inch Depth of Test Pit .... ....... Depth to ground water ............ Test Pit No. 2 ............ minutes per inch Depth of Test Pit ............ Depth to ground water ............ Descripion of Soil- .. , 0'�- ;1 { 0-x 'Top661l- '&' Siu1}sdi1.................... ............ . I 0 – ' 12-1-01'' C1ea'n' 'medium' t'o 'coierse 'sand Nature of Repairs or Alterations -Answer when applicable.................................................... . N6TE: This application must be accomopanied by a plan showing the following: property lines, location of buildings, location of proposed sewage system, any existing sewage system, well or water line, water supplies on adjacent lots, loca- tion of driveway and or parking area, location of any adjacent bogs, marshes, wetlands, ponds, streams, beaches or drains, and expansion area. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the pro- visions of Title 5 of the State Enviroment Code—The undersigned further agrees not to place the system in operation un- til a Certificate of Compliance hash� been issued by the /Board �f ,Hfe�alth, f hoSigned. ' t�°U'i:��ail4h'..� u��?'!`":!,Ala!�. 1.''`� ...... Application Approved ByVa�{ t / " Application Disapproved/Restrictions ......................4 ? C .....:.... .......... ............................ ....................... ...........Dale ......... 0 5edroom i f f i i Bedroom Living Room Dining Area FLOOR PLAN 13 Bathroom f � f � f F _i Enclosed I Patio I Kitchen f � � 3 z t 70 HAMILTON CARTWAY BREWSTER, MA. .F NOT TO SCALE SECOND FLOOR FIRST FLOOR 1 2� �n 0 D r �y n t 7 a r7 r -p ❑ 0 .a a�aale Rr�a"tri �n7 • 4 7C� CI+P 73 �^lsa G7 Rl A.T.. MJ7S�S• � v7 G r4 ddd{,7{�^`AP N QCN' dOdO QGOp•'lf RWOdGCiQQQQ C.QQCCS df_1Ctl Op gQ4W4fJ C7GAQ4• to � �lY A e" a C m Q N ar m 0 r� 'IX k r�- H 0 rV N d'+ A R CTI t 54-2 oc�ac-ao [7 {rlqPL7 C --I rTC S t✓�-n L>7ua�►'+ �+vaca' a�n- r-- m nc"nr1 9sµ --rs pr -+c. ��en�ra�dr r"cn^n m r•ey m ss, � N rrr �c 9O Harr. k wd2 "=MQ p a.+ ua rr7 � J n 0 q7 G d if] ' r ..r .... m ...� r C fyy co �T - w� rd� nt: ter. S� tV.. � yT -n��m=i r�'a� � ri �• n w O -a n 9 ._ T r e�r rn � co Q * r Q Com? 'y rye F P v L`3 C GC�9 G by 4C� F � a T.j � ❑ .p ;� �s ra r� nNi C M e n 0 � ur if] ' r ..r .... m ...� r Q co �T w� rd� nt: ter. S� tV.. � yT M � 4 - n n w -a n St r e�r � co * r y�n a ' -C73b�SCC1] ..r .... m ...� r Q � n �j Q Com? 'y rye F L`3 C GC�9 G by 4C� ..r .... m ...� 0 AFFIDAVIT OF FACT • 1, Maureen Casale, born February 4, 1966, currently residing at 17 Hamilton Cartway, Brewster, Massachusetts hereby declare as follows: 1. The property previously known as 70 Hamilton Cartway, known today as 17 Hamilton Cartway, Brewster, Massachusetts is a four bedroom house. One (1) bedroom is located on the first floor and three (3) bedrooms are located upstairs. This configuration has been in place since approximately 1962. 2, The property was recently owned by my late great uncle, Ernest A. Doucette. 3. Since I was born, I have spent the majority of almost every summer through age 15 at this house. The undersigned under oath and subject to the penalties of perjury, hereby declares that the statement(s) made herein are true, upon the personal knowledge, information and belief nfthe nndersioned_ Date 0 AFFIDAVIT OF FACT 1, John T. Casale, born May 27, 1966, currently residing at 17 Hamilton Cartway, Brewster, Massachusetts hereby declare as follows: 1. The property previously known as 74 Hamilton Cartway, known today as 17 Hamilton Cartway, Brewster, Massachusetts is a four bedroom house. One (1) bedroom is located on the first floor and three (3) bedrooms are located upstairs. This configuration has been in place since approximately 1962. 2. The property was recently owned by my wife's late great uncle, Ernest A. Doucette. 3. Since my first visit to the property in 1993, the house has always been a four bedroom house. The undersigned under oath and subject to the penalties of perjury, hereby declares that the statement(s) made herein are true, upon the personal knowledge, information and belief of the undersigned. 91 -� S' ed Date 0 • 9 AFFIDAVIT OF FACT I, Mary Doucette, barn September 25, 1918, currently residing at 1 Flat Street, Cumberland Rhode Island hereby declare as follows: 1. The property previously known as 74 Hamilton Cartway, known today as 17 Hamilton Cartway, Brewster, Massachusetts is a four bedroom house. One (1) bedroom is located on the first floor and three (3) bedrooms are located upstairs. This configuration has been in place since approximately 1962. 2. The property was recently owned by my late brother in law, Ernest A. Doucette. 3. 1 have personally been involved within many projects beginning in 1947 when my late brother-in-law first purchased the property. 4. In 1988, at the time of the septic upgrade, neither George Lombardo or any of his associates entered the first or second floor of the house. They entered the basement through the outside bulkhead to inspect the pipes. The undersigned under oath and subject to the penalties of perjury, hereby declares that the statement(s) made herein are true, upon the personal knowledge, information and belief of the undersigned. Signed 1� Date 0 AFFIDAVIT OF FACT 1, Armand Doucette, bora. March 1, 1912, currently residing at I Flat Street, Cumberland Rhode Island hereby declare as follows: 1. The property previously known as 70 Hamilton Cartway, known today as 17 Hamilton Cartway, Brewster, Massachusetts is a four bedroom house. One (1) bedroom is located on the first floor and three (3) bedrooms are located upstairs. This configuration has been in place since approximately 1962. 2. The property was recently owned by my late brother, Ernest A. Doucette. 3. I have personally been involved within many projects beginning in 1947 when my late brother first purchased the property. 4. In 1988, at the time of the septic upgrade, neither George Lombardo or any of his associates entered the first or second floor of the house. They entered the basement through the outside bulkhead to inspect the pipes. The undersigned under oath and subject to the penalties of perjury, hereby declares that the statement(s) made herein are true, upon the personal knowledge, information and belief of the undersigned. Signed 0 Date J p a- 10.� E.910 ; I [ . . . p O:m n.Q. fD C; 0'0 o!v ILL !' I I — rsi< MM'1! LU I NR ID a- n1c, oi4 I 1z IZ -i ul 0 11: �1 Q [LL i1 m1111 ml F ID Lu [if m m FL 0�11 OV LD m I LuIM-wo 0 w Z. Z. .x LU -ig LUZ I - 1 C) : 6 U)- m 0' LL <im I 0 LL LL LLI Ztu!wW 9I a: 0 LU 0.0 it wg6 UJ z Lo DI 008 8 0 U3 E. < tu �Q Y) 0 0 LU Lu. i= ILL, 7 U MtL � � � ! H I I a- 10.� E.910 ; I [ . . . p O:m n.Q. fD C; 0'0 o!v ILL !' I I — rsi< LU I NR ID a- n1c, oi4 I 1z IZ -i ul 0 11: �1 Q [LL i1 m1111 ml F ID Lu [if m m FL 0�11 OV LD m I LuIM-wo 0 w Z. Z. .x LU -ig LUZ I - 1 C) : 6 U)- m 0' LL <im I 0 LL LL LLI Ztu!wW 9I a: 0 LU 0.0 it wg6 UJ z Lo DI 008 8 0 U3 E. < tu �Q Y) 0 0 LU Lu. i= ILL, 7 U c M Eating Area 64" d 0 r ao Living Area tsi i x � � 1 '101-40' 77-411 o Closet t�ss r c� 0 LO M Bedroom Kitchen /r2 -O„/ -r--3 8” ti r Cq ti o y Bathroom t i Porch with Cement Stab 0 v x 90'-2"-1'40'3'-0„ 3' O�"41 0 .i Nt ��, _�`• owS�i'���,�� Town of Brewster o'to� X91¢ Health Department a 41�z T a zog (30 v = BREWSTER BICENTENNIA1, 0 _ 2198 Main Street -te Brewster, Massachusetts 02631-1898 Q �`l/rz/�.,��''; (508) 896-3701 Ext. 120 D �� A 9 Rti 8a o �`�,� FAX (508) 895-8089 � �i�r��l�r1111i11�11�111111��1X THE BREWSTER BOARD OFHEALTH REGULAR MEETING TUESDAY, NOVEMBER 9, 2004 AT 7:OOPM TOWN HALL Action items: 7:00 John Casale -70 Hamilton Cartway-discussion on approved # of bedrooms 7:10 Beverly Biondi -84 Underpass Road -change of use to Physical Therapists office 7:20 John O'Reilly -discussion on Foster Square system (Illusion Hair Care) 7:30 Sarah Turano-Flores-discussion on 650 Main Street (Kevin Johnston -failure to upgrade) 7:40 Theodore Brown -discussion of non-compliance re: yard waste 7:50 Jeanne Treage-27 Russells Path(failure to upgrade) 8:00 Sheila Porter -88 Lakeshore Drive (failure to upgrade) 8:10 Alison Davis -1607 Long Pond Road (failure to upgrade} 8:30 Robert Perry -discussion on 19 Frank D. Lawrence Road 1. Minutes from 9/14/04 meeting 2. Minutes from 9/21/04 meeting 3. Minutes frgm 10/5/04 meeting 4. Minutes from 10/5/04 Executive Session meeting 5. Minutes from 10/19/04 meeting 6. Discuss Management plan for Euro Classics 7, Discussion on Cleary property (irrigation weft for proposed tree farm} 8. Discuss Planning Board application for Off Freeman's Way .9.. Discuss "For the Love of the Breed" 10. Discuss letter from Mike Giggy re: Review of SWWTPs (in accordance with the regulations) Documents to be si ned: 1. Policy on Septic system flow Bills to be paid: 1, Nancy Ellis Ice 2. Sherrie McCullough 3. Division of Proff. Licensure 4. VNA S. Wright -Pierce mileage $38.50 mileage $23.45 renewal $125.00 September expenses $1492,50 •review $679.54 Informational Items: 1, Monthly inspection report for Brewster Manor 2. Statistics & Survey results for Haz. Waste day in October and for all 2004 collection days 3. Cape Cod Rabies Surveillance Date for Jan 1 - Oct 2, 2004 4. Beach sampling summaries for 2004 5. Letter from Shirley Gomes re: Long Pond BREW r T ,/F�r, Town of Brewster �I Health Department artment { P 1 U p B a= BREWSTER BICENTENNIAL a_ 2198 Main Street Y — -' = Brewster Massachusetts 02631-1898 «Ax (508) 896-3701 Ext. 120 ! "' rr F°vRpoRas �� FAX (508) 896-8089 THE BREWSTER BOARD OF HEALTH REGULAR MEETING TUESDAY, NOVEMBER 9, 2404 AT 7:00 PM TOWN HALL, ROOM A #; I present: Doris F'ranzago (DF), Chairman, Merton Bernstein (M6), Vice Chairman, Ed Wanarnaker (EW), Raquel Ellis (RE), Joanne Hughes (JIH), Nancy Ellis Ice (NEI), Health Director and Tamrni' Masan (TM), Administrative Clerk. �; E 760 John Casale- 70 Hamilton Cartway-discussion on approved # of bedrooms Wendy Quigley from Clark Engineering was present to answer any questions. She explained to the 11(' Board that the house is currently a 4 bedroom and has always been. It was noted that the Assessors atir_e had this listed as a 4 bedroom also. The owners removed a wall recently to make room for,. C', same furniture so it looks like a three-bedroom in the photographs that were handed out. NEI went aver the 1988 paperwork, which stated that it was a 3 bedroom. The floor plan and septic plan that care handed 1n at that time clear) state 3 bedrooms. She stated that the owner is lan1n on Y p g demolishing the existing house and rebuilding a new one in a different footprint, so it would be Onsidered new construction and would have to meet the current code. There is a well on the i Raperty so it is limited to 1 bedroom per 10 OOOSF. Paul Wightman, Attorne for Mr. Casale told the Y 00ard that making a motion would binappropriate since they were only here for an informal d"Ussion and asked that they allow the homeowners and the engineer to go back to the drawing hard and try to work something out. The Board believed that this could only be a 3 -bedroom home agreed to Mr. Wightman's request. 110 Beverly Biondi -84 Underpass Road -change of use to Physical therapist office ABs giondi told the Board that she is proposing to take over an empty office space in this building for ��rapist's office, NEI told the Board that the system is already over capacity even without this new The Board felt that they could not approve this change of use based on the inadequate septic 1;±j 'quem that was in place. They asked that the property owner come into the next meeting to discuss 09rade of the system. . I lotion; RE made a motion to have the property owner come into the next meeting and to continue this hearing until after that. EW second. 5 yes. JOhn O'Reilly -discussion on Foster Square system (illusion Hair Care) Re111Y could not make this meeting. It will be rescheduled for another �a�� meeting. 310 C%1R: DEPART-IENT OF FNViRON-,%lEjN'1'AL PROTECTiOit 15.340; continued (4) The Department shall maintain a hit of all approved System Inspectors. The list shall be available for inspection or examioadon by any person, (5) The Department may revoke or suspend the approval and/or listing of a Systems Inspector after opportunity for a hearing conducted pursuant to M.G,L. c, 30A when it determines that the inspector has falsified or fraudulently altered a system inspection report or misrepresented the results of an inspection performed by the Inspector. (6) It shall be a violation of 310 CMR 15.000 for any person to falsify, misrepresent or fraudulently alter a system inspection report or the results of an inspection. (7) System Inspectors shall submit the results of Their inspection on a System Inspection Report form approved by the Department to the approving authority together with the signed statement at the bottom of the form certifying that the inspection has been performed and anv recommendations regarding upgrade, repair, or maintenance of the system made by the inspector in the form were made consistent with the Inspector's training and experience in the maintenance and proper functioning of on-site systems. (8) System Inspectors may perform system inspections required by 310 CMR 15.301 while acting as an agent of an approving authority (a fee may be assessed pursuant to M.G.L. c. 40, § 22F), or as an independent agent of the system owner. 15.350: Cather Maintenance Re uirements 15.351: System Pumping and Roudne_Maintenance (1) Every septic tank or cesspool shall be pumped whenever necessary to ensure proper functioning of the system. Pumping is required whenever the top of the sludge or solids layer is within 12 inches or less of the bottom of the outlet tee or the top of the scum layer is within two inches of the top of the outlet tee or the bottom of the scum layer is within two inches of the bottom of the outlet tee. Pumping frequency is a function of use, although pumping is typically necessary at least once every three years and recommended on an annual basis for a system with a domestic garbage grinder, Without limiting the foregoing, a septic tank or cesspool shall be pumped when the owper or operator is required to do so by the local approving authority or the Department. Whenever a septic tank or cesspo-ol is pumped, its condition shall be noted on a system pumping form approved by the Department, and the results shall be subrnittud to the local approving authority. Such notation of the system's condition . on the system pumping form shall not constitute a System Inspection Report subnutted to the local approving authority in accordance with 310 CMR 15.340, (2) Grease traps shall be inspected monthly and shall be cleaned by a licensed septage hauler whenever the level of grease is 2510 of the effective depth of the trap, or at least every three months, whichever is sooner. 15.352: Increases in Design Flow to System No person shall increase the actual or design flow to any cesspool or to any other system above the existing approved capacity, unless the system is upgraded. Upgrades to accept increased design flow shall be performed in full compliance with the requirements applicable to new construction unless a variance is allowed pursuant to 310 CMR 15.414. 15.353: Emergency Repair (1) Emergency repair or replacement of systems shall be limited to the following; (a) pumping of a septic tank or cesspool as frequently as necessary to prevent backup or breakout; and 3124195 (Effective 3131195) 310 CMR - 550 10 CINIR: DEPART,\IE'tiT OF EtiV1RON,vtEN'rAL PRO'fCCTION conrinuec trrieation Well - Any on-site source of groundwater not certified as a potable water supply by the local Board of Health or the Department in accordance with M.G.L. c.I 11, § 122A and 160 or 310 CNIR 22,04. Local Approving Autharity • The board of health or its authorized agent or an agent of a health district consdruted pursuant to M.G.L. c. 111, § 27 acting on behalf of the applicable board of health. Local Unerade Approval - an approval granted by the local approving authority allowing the owner or operator of a noncortforrrting system to perform an upgrade of the nonconforming system to the maximum feasible extent, all in accordance with the provisions of 310 CMR 15,441 through 15.405. Long -Term Acceptance Rate (LTAR) - The stable rate of effluent acceptance through the biological mat of a soil absorption system measured in gallons per day per square foot (gpd/sf). Maintenance - Ali activities required to assure the effective and continuous operation and performance of an on-site system including, but not limited to, solids and scum removal from the septic tank, re -leveling the distribution box, and the upgrade of one or more of the system components all as more fully described in 314 CMR 15.201 through 15,422, Mobile Home - A single transportable structure on a chassis designed to be used, with or without a permanent foundation, as a dwelling. The support system of a mobile home is constructed so that the mobile home may be moved from time to time, Modular Home - A prefabricated building designed and constructed to be used as a dwelling and to be transported in two or more sections to a site where the sections are permanently connected and installed on a permanent foundation. Mottling Due to Wetness (Red Oximorphic Features) - A color pattem in soil consisting of blotches or spots of contrasting high and low ehroma colors which may be an indication of the upper extent of soil saturation by groundwater. Multi le Compartment Tank - A septic tank containing more than one settling compartment in series. Munsell System - The system of classifying soil color consisting of an alpha -numeric designation for hue, value and chroma together with a descriprive color name acecpted by the USDA/S CS as a standard procedure in soil classification, Narurally Occurring Pervious Materia] - Soil exhibiting a percolation rate of 60 minutes or less per inch which was deposited on a site by natural causes and not by human action. New Construction - the construction of a new building for which an occupancy permit is required or an increase in the actual or design flow to any nonconforming system or to any other system above the existing approved capacity. New construction shall not include replacement or repair of an existing building totally or partially destroyed or demolished if there is no increase in flow or no increase in flow above the existing approved capacity to any system. Nitrogen Sensitive Area - An area of land and/or natural resource area so designated by the Department in accordance with 310 CMR 15.215. Nonconforming system - any system which is not in full compliance with the standards and requirements of MO 0 CMR 15.000 and for which a variance or local upgrade approval has not been obtained. Nonconforming systems include, but are not limited to, cesspools, privies, failed systems, and systems with a design flow above 10,000 gpd. 3124/95 (Effective 3131/95) 310CMR •486 310 CMR; DEPARTMENT OF ENVIRONMENTAL PROTECTION 15.002: continued Modular home - A prefabricated building designed and constructed to be used as a dwelling and to be transported in two or more sections to a site where the sections are permanently connected and installed on a permanent foundation. Mottling Due to Wetness (Redoximorphic Features) - A color pattern in soil consisting of blotches or spots of contrasting high or low chroma colors which may be an indication of the upper extent of soil saturation by groundwater. Multiple Compartment Tank - A septic tank containing more than one settling compartment in series. Munsell System - The system of classifying soil color consisting of an alpha -numeric designation for hue, value and chroma together with a descriptive color name accepted by the USDA/Namral Resources Conservation Service (NRCS) used as a standard procedure in soil classification. Naturally Oceurrine Pervious Material - Naturally occurring soil exhibiting a percolation rate of 60 minutes or less per inch which was deposited on a site by natural causes and not by human action. New Construction - The construction of a new building for which an occupancy permit is required or an increase in the actual or design flow to any system or an increase in the actual or design flow to any nonconforming system or an increase in the design flow to any system above the existing approved capacity, New construction shall not include replacement or repair of a building in existence as of March 31, 1995 that has been totally or partially destroyed or demolished, provided there is no increase in design flow, no increase in design flow above the existing approved capacity to any system, no increase in the number of dwellings or dwelling units or no increase in the number of bedrooms in any dwelling or dwelling unit. Nitrogen Sensitive Area - An area of land and/or natural resource area so designated by the Department in accordance with 310 CMR 15.215. Nonconformist; System - Any system which is not in full compliance with the standards and requirements of 310 CMR 15.000 and for which a variance or local upgrade approval has not been obtained. Nonconforming systems include, but are not limited to, cesspools, privies, failed systems, and systems with a design flow above 10,000 gpd. Observed Ground -Water Elevation - That elevation below the ground surface at which water is observed weeping, flowing from the walls of, or standing in a deep observation hole. On-site Systemm or Dis osaI System or On-site Subsurface Sewa a Dis osal System or Sys to M - A system or series of systems for the treatment and disposal of sanitary sewage below the ground surface on a facility. (a) The standard components of a system are: a building sewer; a septic tank to retain solids and scum; a distribution system; a soil absorption system containing effluent distribution lines to distribute and treat septic tank effluent prior to discharge to appropriate subsurface soils; and a reserve area. (b) These terms also include tight tanks, shared systems and alternative systems. Unless the text of 310 CMR 15.000 indicates otherwise, these terms also include nonconforming systems. O¢en Drain - Any uncovered ditch or culvert used for the conveyance of surface water runoff or groundwater. A culvert that carries a water course or intermittent stream is not a surface drain, Operate - To use or occupy a facility served by an on-site system or to own a facility where such use or occupation exists. Operator - A person who alone or together with other persons has charge or control of any system. Ffkctivc 9!912{16 310 CMR: DEPARTMENT OF ENVIRONMENTAL PROTECTION 15.204: Increases in Design Flow to System No person shall increase the actual or design flaw to any cesspool or to any other system above the existing approved capacity, or change the type of establishment of a facility served by a cesspool, unless the cesspool or system is upgraded first. Upgrades to accept increased design flow shall be performed in full compliance with the requirements applicable to new construction unless a variance is allowed pursuant to 310 CMR 15.414, For purposes of 310 CMR 15.2[14, the approved design flow shall be the flow listed in th e m ost recent Di spos at Works Construction Permit. 15.211: Minimum Setback Distances (I) All systems must conform to the minimum setback distance for septic tanks, holding tanks, pump chambers, treatment units and soil absorption systems, including reserve area, measured in feet and as set forth below. Where more than one setback applies, all setback requirements shall be satisfied Septic Tank Soil Absorption System Holding Tank Pump Chamber Treatment Unit Grease Traps Property Line 10[5] 10[5] Cellar or Crawl Space Wall, Swimming Pool (inground), foundation drain 10 20 Slab Foundation 10 10 Water Supply Line (pressure) 10[]] 14[1] Surface Waters (except wetlands) 25 50 Bordering Vegetated Wetland (BVW), Salt Marshes, Inland and Coastal Banks 25 50 Surface Water Supply - Reservoirs and Impoundments 400 400 Tributaries to Surface Water Supplies 200 200 Wetlands bordering Surface Water Supply or Tributary thereto 100 100 Certified Vernal Pools 50 100[2] Private Water Supply Well or Suction Line 50 100 Public Water Supply Well (2) (2) Irrigation Well 10 25 Open, Surface or Subsurface Drains which discharge to Surface Water Supplies or tributaries thereto 50 100 Other Open, Surface or Subsurface Drains (excluding foundation drains) which intercept seasonal high groundwater table [3] 25 5o Other Open, Surface or Subsurface Drains (excluding foundation drains) 5 10 Leaching Catch Basins & Dry Wells 10 25 Downhill Slope not applicable 15[41 [II Disposal facilities shall be at least 18 inches below water supply lines. Wherever sewer lines must cross water supply lines, both pipes shall be constructed of eta ss 154 pressure pipe and shall be pressure tested to assure watertightness. [2] The required setback shall be 50 feet where the applicant has provided hydrogeoiogic data acceptable to the Approving Authority demonstrating that the location of the soil absorption system is hydraulically downgradient of the vemal pool. Surface topography alone is not determinative. Ffrective 9mna 16 No. 0 b y $25.00 (Minor ie, broken pipe, d -box, move tank) $50.00 (Major ie; replace SAS, first 500 Gal.) $50.00 (each 500 Gal. After) $100.00 (first 500 Gal. design) $50.00 (each 500 Gal. After) BREWSTER, MASSACHUSETTS BOARD OF HEALTH Application for Disposal System Construction Permit Application is hereby made for a permit to construct( x ) or repair ( ) an individual sewage Disposal system at: 17 Hamilton Cartway ........................... ................ ..................................................... I.—............... John & Maureen ............................. .............................. I ............................. IV..................., .. ...... Clark Engi&gfeing LLC ................ ...................................................................... Designer h.. `-1 .................. ................................................... 17 H magi l�oL n' N�&CrO�ay bYAE�4V(gV Ve,) MA ss ......... ....... .... ........................aaare.............,.............................................. 155 Crowell lWesthatham, MA ................................................................................................. Address Type of BuildingResidential 16,742 Sq.feet ...................................................................................................................................... Size Lot.......... Dwelling -No. of Bedrooms...............3.................................................................................................. Expansion Attic 1]Garbage Grinder <] Other -Type of Building...........................................No. of persons...................................................... Showers E3 Cafeteria 0 OtherFixtures.......................................................................................................................................................................................... Design Flow ............... 9 v ................................ —gallons per day. Calcg ted d$it 6ow.....330 .............................................I..........................gallons Plan: Date -� j . . '-1}i mber of sh is R*f on Date.;{, —1 I Y Title....... Sewage...Dsposa .....isem.. a?i......................................... . 3 �en r}, n............................................................................................ Type of Systetnl.2._•8 JC25.=Fid1] Galle® Tank p........ Description of Soil... ......... ee an & Helpor ... .. .... ............................................................................................................... Town Water El Private Weil n (If well is checked, water testing results must be submitted) Zone 11 yes (D no Nature of Repairs of Alteration (answer where applicable) ................................................................................................................................................... ........................................................................................................................................................................................................................................................... Date last inspected .............. I................................... 11PERMIT EXPIRES ONE YEAR FROM DATE OF ISSUR Agreement: The undersigned agrees to install the aforedescribed on-site Sewage System in accordance with the provision of Title 5 of the State Environment Code. The undersigned furtltqr�agreea not to ice the system in operation until a Certificate of Compliance has been issued by the Board of Health. J� T,..Signed..................... :. g .�4P� r1 . Application App ved J........�..�� � ��.�3. 11 . .... Date ..............,Application 3sapproved/Restrictions...................f:"—;....................L.l.�.. ...�..+�.......... ... ENVIROTECH r,ArrORATORIES, INC. MA CERT. NO.: M -MA 063 8 fun Sehasdon Dr - Unit #t' 12 Sandwich, MA 02563 (508) 888-6460 1 -800 -33rD -6460 FAX (508) 888-6446 CLIENT: Atlantic Well Drilling ADDRESS: PO Box 339 No Eastham MA 02659 COLLECTED BY. R Peterson WATER SAMPLE TYPE. New Well RESULTS OF ANALYSIS: Parameters Coliform bacteria pH Conductance Nltrate-N Nitrite -IV Sodium Iron Manganese COMMENTS: LOCATION: 17 Hamilton Cartway Brewster MA SAMPLE DA TE: 11/18/2005 SAMPLE TIME: 12.00. DATE RECEIVED: 11/21/2005 LAB LD. #: 0511319 WELL SPECS.: 19.5' Deep 7.5' Static Units Recommended Results 11/21/2005 Limits 11/21/2005 II00ml 0 0 pH units 6.5-8.5 5.15 umhoslcm 500 123 mg/L 10.0 2.73 mg/L 1.00 < 0.004 mg/L 20.0 18.2 mg1L 0.3 < 0.1 mg1L 0.05 0.014 Lore pH indicates high corrosive characteristics WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES FOR PARAMETERS TESTED. < = Less than a = Greater than TNTC r Tao numerous to count Laboratory Method Date Analyzed 9222 B 11/21/2005 4500 H+ 11/21/2005 120.1 11/21/2005 300.0 11/21/2005 300.0 11/21/2005 200.7 11/2312005 200.7 11/23/2005 200.7 11/2312005 Ron n 2�Fa �, .. y� y�y•'.:.. ��❑ A FAN � .� R ;f���':.s F•.�ao aw oamow wx N� V, �. � 0F9 �• .- .al�wf33 ❑rns 7Y ��F-?yfN Jn. 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Z-72 1-59-04d-RcA-TWRMdMM33-,+M73++3guFair-System---Pilo# gSOld Owl Pond Road - M31 L17 Perc-Rite Dispersal System 13-1 �^] 65 Pell's Fishing Road- M29 L18-22 White Knight system 02 255 Robbins Hill Road- M19 L3-3 Perc Rite system 37 -SF DRAFT Rev. 5.25.22 TOWN OF BREWSTER BOARD OF HEALTH LOCAL REGULATION TO SUPPLEMENT TITLE 5 STATE ENVIRONMENTAL CODE BEDROOM DEFINITION FOR THE PURPOSE OF SIZING A SEPTIC SYSTEM 1. Authority. In accordance with Massachusetts General Laws, Chapter 111, Sections 31 and 127A, the Brewster Board of Health hereby adopts the following regulation to supplement the provisions of the State Environmental Code, Title 5: Standard Requirements for the Siting, Construction, Inspection, Upgrade and Expansion of On -Site Sewage Treatment and Disposal Systems and for the Transport and Disposal of Septage (hereinafter, "Title 5`}. 2. Purpose. The purpose of this regulation is to provide a greater degree of protection to environmental and public health, to protect groundwater from contamination, prevent the spread of disease, and provide greater clarification of the definition of "bedroom" as that term is used by the Board in applying the provisions of Title 5 and the Brewster Board of Health Regulations pertaining to on-site sewage treatment and disposal systems. This regulation is only intended to assist the Board of Health in sizing a subsurface sewage disposal system; it is not to be applied to other Federal, State or Town Regulations. 3= Definition. To the extent application of this definition will not result in an interpretation less stringent than the provisions of Title 5, the term "bedroom" shall be defined as follows for the purpose of sizing a subsurface sewage disposal system (proposed and existing): Bedroom: Any portion of a dwelling which is designed to furnish the minimum isolation necessary for the use as a sleeping area and otherwise meets the following criteria: (a) floor space of no less than 70 square feet (b) for new construction, a ceiling height of no less than seven feet three inches (c) for existing houses and mobile homes, a ceiling height of no less than seven feet zero inches (d) an electrical service and ventilation; and (e) at least one window. Privacy Elimination: A room that meets the definition of a bedroom may be altered with the following options, including but not limited to: (a) Removal of privacy door and construction of a minimum 4' cased opening; or (b) Existence of two separate cased openings that combine to be greater than or equal to 6'; or (c) Access to a bedroom required by walking through another room that meets the definition of bedroom. The walk-through room shall not be considered a bedroom. (d) Loft area consisting of three walls and a half wall not exceeding 42" in height Living rooms, dining rooms, kitchens, hall, bathrooms, unfinished cellars, an unheated sunroom/porch, and unheated storage areas over garages are not considered bedrooms. A heated sunroom/porch must provide direct access to another room with a minimum 4' cased opening. A finished room over a free standing or attached garage is considered a bedroom if it meets the bedroom definition criteria. Single family dwellings shall be presumed to have at least three bedrooms. Where the total number of rooms for single family dwellings exceeds eight, not including bathrooms, hallways, unfinished cellars and unheated storage areas, the number of bedrooms presumed shall be calculated by dividing the total number of rooms by two then rounding down to the next lowest whole number. The applicant may design a system N:1HeaIthlB0H regs and poficieslBedroom DefinitioMBrewster Bedroom Definition Regulation DRAFT 5.26.22 no markup.doc KRAFT Rev. 5.2 6.22 using design flows for a smaller number of bedrooms than are presumed in this definition by granting to the Approving Authority a deed restriction limiting the number of bedrooms to the smaller number. 4, Design Flows. An applicant must design and install systems Using design flows for the number of bedrooms determined hereunder unless the Brewster Board of Health makes the specific determination, after a public hearing, that a system using design flows for a smaller number of bedrooms will not negatively impact the public health, safety, welfare, or the environment and unless the Board of Health approves an appurtenant deed restriction, running with the land and in favor of the Board, limiting the property to the smaller number of bedrooms. 5. Floor Plans and Inspections. To determine compliance with any provision of the foregoing regulation, a floor plan must be filed with the Brewster Board of Health for the Health Agent to make a determination as to bedroom count. If the Health Agent deems it necessary, he or she may refer the determination of the bedroom count to the Board of Health for a vote. If the Board of Health, by a majority vote of its members, deems that an inspection of an existing residence would be helpful to confirm the bedroom count, the Health Agent shall have the authority to inspect the premises and report back to the Board his or her findings. Adopted: May 23, 2006 Effective: September 1, 2006 Amended: October 17, 2006 Effective: Upon Publication Amended: July 22, 2008 Effective: Upon Publication Amended; March 10, 2015 Effective: May 22, 2015 Amended:XXXXXXXX (Space over Garage,Privacy Elimination) Effective: Penny Holeman, Chairman Jean Kampas, Vice Chairman Annette Graczewski Joseph Ford Kimberley Crocker Pearson Colette Williams, Town Clerk Board Of Health N:1Health\BOH regs and policieslBedroom DefinitiWBrewster Bedroom Definition Regulation DRAFT 5.26.22 no markup.doc E W x 1AX11 DJER 0" IN� 0 As /1111;111111,ila Town of Brewster 2198 NLAIN STREET BREWSTER, MASSACHUSETTS 02631-1898 PHONE: 508.896.3701 EXT. 1120 FAX: 508.896.4538 brhealth@,brewster-ma.p-ov WWW.BRFWSTER-N1A.GOV Board of Health Meeting Wednesday, July 6, 2022, at TOOPM Hybrid 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: Penny Holeman, MPH, MA, MS, Chair; Kimberley Crocker Pearson, MS, MD, MPH; Dave Bennett Board members attending remotely: Annette Graczewski, MT, (ASCP) Others attending: Amy von Hone, R.S., C.H.O., Health Director and Tammi Mason, Senior Department Assistant 1 . Call to Order Meeting was called to order at 7:00PM 2. Chairman's announcements None 3. Citizen's Forum None 4. New member welcome — David Bennett Mr. Bennett was welcomed to the Board. 5. Re -organization of the Board Ms. Holeman stated that she wished to end her term as Chair of the BO H a nd nomi nated Annette Graczewski as new Chaj r. Mr. Bennett seconded, and Mrs. Graczewski accepted. Ms. Holeman nominated Kimberley Crocker Pearson as Vice Chair of the Board. Mr. Bennett seconded. Dr. Pearson accepted. Dr. Pearson will remain on the WQRC, and Mrs, Graczewski will remain on the Recycling Committee 6. Consentagenda a. In House variance request - 47 Governor Prence Road b. 2022 Seasonal Permits Motion: Approve consent agenda Motion: Annette Graczewski Second: Dave Bennett Vote: Penny Holeman — yes Action: Motion carried Kimberley Crocker Pearson -yes Annette Graczewski -yes Dave Bennett — yes 7. Discuss proposed Title 5 revisions & funding Mrs. von Hone explained that all Health Directors and Town Administers were called on Friday of Memorial Day weekend to let them know that proposed Title 5 revisions were corning (DEP). Letters were given to BOH's (included in packet). Revisions are proposed to address regulatory strategies for Cape Cod Estuaries impaired by Nitrogen. This has been an issue for many years all over the cape. There are two major changes: Title 5 regulations are going to establish Nitrogen Sensitive Areas (NSA's) for watershed's draining into estuaries with EPA approved Total Maximum Daily Loads indicating that there is excess nitrogen, which makes it "impaired". With these estuaries that need to be cleaned up, Title 5 regulations will now require that any new or existing/upgraded septic systems in these established NSA's will have to install IIA systems that will treat and reduce nitrogen within 5 years of the NSA designation. Department of Environmental Protection (DI=P) is going to establish Watershed Permits (20- year permits). The intent is to create 20 - year permits that will be in sync with long term wastewater plans to give the opportunity to plan out the most appropriate way of treating the wastewater that will take longer than 5 years. If the town is approved by ❑EP ,with a 20- year watershed permit, that would negate the requirement to have individual properties install I/A systems. Currently Pleasant Bay is the main one and Herring River may be another one. This all still needs to be determined. Brewster is part of Pleasant Bay Alliance that is taking care of the Pleasant Bay embayment and are also part of a 4- town group (Brewster, Chatham, Orleans, and Harwich). Brewster has the smallest contribution going into Pleasant Bay, To date, a good portion of our significant nitrogen reductions have been done through projects and changes at Captain's Golf Course, such as a reduction in the amount of fertilizer being put down. The Town is proposing an upgrade to the septic system there which will include I/A technology for nitrogen reduction. Also, currently the Town is in the middle of a study to determine how much fertilizer is actually making its way down to the water table because there is a belief that the numbers being plugged into the formula to determine how much is actually getting down to the groundwater is actually less in reality. Brewster currently has an Integrated Water Resource Management Plan that was initiated in 2009 and addresses both fresh and salt water and drinking water. That plan has not been formally approved by DEP. They have been provided with that plan twice and DEP initially said they didn't need to review and approve the plan and sent it back to the Town. It was sent again, and the Town has not heard anything from DEP yet. The current Wastewater Plan proposes to utilize individual IIA systems and not sewers. The Town needs to figure out where their planning is going to ft into the new requirements with the Title 5 revisions. AG -Any other estuaries in Brewster besides the 2 that were spoken about? AVH-not sure. AG -is the current PB permit a 5 or 20 - year plan? AVH m 5 years. KCP-What is the criteria for NSA's? What criteria is it based on? AVH-TMDL's were originally determined by UMass Dartmouth. DB -What permit do we currently hold, and in what capacity? AVH-Soley for PB watershed and doesn't cover the rest of Brewster or the other 3 communities. AG -it's the PB watershed alliance with Harwich, Brewster, Chatham, and Orleans. The permit was issued to all 4 of the towns (Pleasant Bay Watershed Alliance) to address the concerns with Pleasant Bay. DB -can we get a copy of the permit and add it to the agenda for the next meeting? AVH — yes. DB- in the current Title 5 regulations, NSAs are much broader than now. Would like to keep this on the forefront of the BOH agenda. Talked about satellite plants. Talked about IIA's and stated that in his opinion they don't always work up to code. In the Phase 2 report, IIA's are the most expensive alternative and the attraction for these alternatives are good but the State does require you to have a back up pian. Wants to know where Brewster is with the permit. Is it approved or not approved? Doesn't want to see the burden on the homeowners. Is there an opportunity to partner with our neighbors to purchase nitrogen credits? AVH- That has been tossed around as one of the options to solve our contribution to Pleasant Bay. DB- Those things were all on the table up until when that committee was disbanded, so I'm not sure where that all ended up. I was the consultant running the golf course study originally and do appreciate that they went to a different regime for fertilizer, but I am not positive that the state has bought into that and I don't want us to be placated by something that we think is it's satisfactory when it may not be. AVH -1 think one of the things that we've been talking about is going back to the first meeting of the month being for hearings and second meeting of the month being for workshops and working on regulations, etc., this is something that maybe we want to confirm with our Board so that we can have these discussions like Dave is talking about. This is essentially going to dominate our lives for the next few years. DB — it's going to he the Board of Health that's going to be the one that's going make those decisions and make that enforcement, so I think we want to be aligned with the town planner and our consultant and quite frankly know exactly where we are and then figure out what the state is planning for us to do. I think Brewster, from my observation and from me being in the private practice, has a lot of great regulations that also provide potential credits for what we're already doing. I just want to make sure that I understand that, and that we are moving into a proactive solution rather than find ourselves in a reactive solution which I know is frustrating. The conservation law foundation sued the EPA and DEP and they said that they would get this done. They didn't establish a time frame and now they've had deer island for almost 20 years, and, I think Orleans has not come online yet but that some expansions have happened. I think there's a frustration and this is where it's leading to, maybe in what I would consider a fall - back position where they can use enforcement to meet the standards and satisfy the CLF, but I don't think it's in individuals' interest to bear all that cast. It is only targeted at the Cape whereas, you know that's where the suite is. AG- I just want to say I appreciate Dave's comments and I appreciate your interest and I also welcome the knowledge that you can share with us based on your past work with the group. I think Amy and I have talked about this once before having the working sessions and I think this would be an excellent topic for us to focus on you know at one of our monthly meetings I think it would give everybody an opportunity to dive more deeply into this information and become better educated so we know better going forward how we want to approach this. I don't think you're alone in many of your thoughts regarding the nitrogen credits or even the neighborhood systems that might help to achieve some of the goals that they've set out for us. AVH-Another additional fellow up comment is that we have a new planner, so he's trying to come up to speed with what's going on in the town of Brewster and there's still a lot of things that are up in the air that we're going to have to work with as we try to figure out what our role should be in what we need to be doing with all of this. AG - I know that Amy has been meeting already with other town employees regarding the water quality planning and I believe they are meeting tomorrow. AVH- Correct. We have a core in-house group that is comprised of Health Director, DNR Director, Town Planner, our Water Quality consultant Mark Nelson, and the Town Administrator. That's usually the care group and we'll bring other staff in as it relates to them. AG- I'm looking forward to nearing what's on the agenda for that group and what you're accomplishing in those meetings that might be important for the Board to know on a forward going basis. AVH- I've gotten the impression from DEP that they are looking for collaboration between towns as much as possible. I think their goal is for central sewers. 1 w111 certainly give you that update at the next meeting. ❑B- So are we all In agreement that we will move in that direction of holding 1 public meeting and the second will be a "work" meeting. KCP- I think the learning curve on this is going to be very steep so I think that it makes a lot of sense to use the second meeting as a work meeting. DH- There's a lot of new players. We've had a lot of change over in personnel, the DEP has had a lot of change over in personnel. There's a lot of information that we already have so maybe we don't have to reinvent the wheel we just need to get grounding under the new rules. 8. Discuss MassDEP's Regulatory Strategy for Cape Cod Estuaries Impaired by Nitrogen AVH- As far as wastewater financing and funding goes, Brewster is currently part of the Cape Cod and Islands Water Protection Fund (CC & i). That's funded by snort term rental taxes and that was set up through legislation specifically for Cape Cod and the Islands. There has been recent discussions by the select board over the last year, on whether Brewster was going to continue to move forward and be a member of The CC & I Water Protection Fund because of concern that the availability of those funds may not actually benefit Brewster because of the type of wastewater projects that we're moving towards, which its individual IIA's and that type of project isn't considered one of the tap tiers or the higher priorities. The Town is not sure how much of a benefit it would get from the money that we're putting into it because it's going to other towns that have much bigger projects that are classified as higher priority. The Selectboard was going to take a vote on that. The original intent was to do a vote at town meeting this spring, but it was taken off the table because of some of the changes that are coming down the pike. The vote by the Selectboard has been put on hold because of Title 5 revisions that are being proposed. That's also instigating potential changes at the State level on how the current State funding may be applied to wastewater projects. Brewster in-house staff are planning discussions with the different State agencies, including our State Reps about haw rules and regulations are set up on how that money can be dispersed. If you had gone to the Brewster Ponds Coalition Pond Summit recently, part of that discussion by the State agencies were on some of the changes the State is thinking about with the State Revolving Fund and our Water Protection Fund, which would benefit Brewster. Additionally, inhouse staff we're going to be meeting with State Entities this month but with the proposed Title 5 changes that's been put on hold. In addition, Brewster is seeking technical assistance from the Cape Cod Commission to look at all the different funding sources that are out there and how that those funding sources will fit into Brewster's needs, what we will be potentially eligible for and help clarify what solutions are available to us. i think that study is going to need to take place and will most likely take a few months. We probably won't end up meeting with State funding entities until that study is done to figure out what the State is willing to do to change their current process as far as who is eligible for their funding. The last thing about financing is, Barnstable County is currently proposing changes to the County Septic Loan Program that we have that's been in place for a good number of years now. This has been a great program and a great resource for homeowners to tap into financing to pay for septic system upgrades. Since its inception, when it was taken over completely by the County (originally was State money that was made available to individual towns in Massachusetts after the 1995 Title 5 regulations went into effect the individual towns were dispersing that money to residents for a couple of years and then the county) most of the towns decided to just pool all their money and give it to the county to oversee and administer, and that's where it's sat for a good number of years. It is a simple program application process, the money is loaned out at a 5% interest over 20 years, and that's been the standard for a good number of years. Now you're talking about towns that have central sewers, where people are going to have to pay to tap into that new sewer or towns like Brewster where the current proposal is I/A systems. You know your group of residents, you know run the gamut on that spectrum of low income to high income and what the county is doing is they've done a study on how can they change that program to help accommodate all facets of what we have out there so they're proposing to change that loan program so that it has essentially a sliding scale that's based on income eligibility, so zero percent up to 5% and even some people may qualify for loan forgiveness. There are a bunch of different things that are happening as far as what our options are going to be for funding and it's another one of those stay tuned because things are developing as we speak. I'll certainly keep you updated on things that I'm involved in in house. So as far as what I think our focus probably needs to be in the short term is, as Cave had suggested, we need to keep this wastewater planning in the forefront as we move through that process From all aspects. I do think it's important to know what we have for VA's now in town and how they are working as well as what types we have. 1 have asked the MASSTEC 11A testing program if they could do a summary of what we have for systems here in town and give us a presentation on where we're at with those. DB- That information used to be public record and it used to be posted on their site and that seemed to have just disappeared. AVH- I have access as Health Department staff to the database. DB- I think that we do as board members also so if you can share that or otherwise pull that information that would be helpful. AVH — That is what I am having MASSTEC go over with the Board in August. AG- I wanted to point out for Dave that we do get monthly reports from Tracy long at the county of the most recent results of all the systems that we have In town so anything that was tested shows up. AVH- It is a monthly report and usually only about 10 systems show up because it depends on the cycle of who is getting tested that month. AG- can we add Dave to the list to receive those reports. AVH -- already done KCP (to Amy) - you spoke about State and County funding and obviously local funding sources, but you didn't mention anything about the Federal sources of funding for wastewater. For example, EPA right now has a RFA out for an $18,000,000 fund that they have for small rural and tribal wastewater systems that has an application date of August 22nd this year and the forms are straightforward to go through. 1s anybody looking at the federal monies that are available for small and rural wastewater technical assistance? DB - We don't have a project. If we got a project, we could fund it, but private homeowners aren't going to get grants, these are loans. KCP - The current RFA out of EPA is tools training and technical assistance for small and rural wastewater systems, so they can give us money, if you will, through this plan to do some of the things that we've already been talking about. Which is investigate the efficiency of some of these IIA systems or for whatever we feel we need. It's federal money it just doesn't seem like that was on the table at all. DB- I would love to have a project that had a cost and a scope of work to look at the possibility of a satellite plant that would take care of the entire amount of nitrogen we need to reduce, and that would be our backup plan. The DEP and these propagations in the watershed say we must demonstrate that what we say Is working is actually working. There will be somebody who must monitor Pleasant Bay. The caveat is, you must have a back - up plan for conventional technology if it doesn't work. There's where you could get a grant to have a preliminary design for a system funded. I think that after we have these discussions and go further with this, we should be looking for those types of things and the same with the sharing of the income that we're getting from the County. 9. Review & Approve minutes from 3116122; 416122; 4120122; 514122 & 5118122 Motion: Approve all minutes with one minor change. Motion: Annette Graczewski Second: Kimberley Crocker Pearson Vote: Annette Graczewski — yes Action: Motion carried Kimberley Crocker Pearson — yes David Bennett — abstain Penny H❑leman — yes 10. Confirm availability for Joint Selectboard/Board of Health meeting on 818122 at 6;00113M to fill the Board of Health vacancy AVH- There has been 1 application submitted so far. AG-as of right now I am available for a remote meeting KCP-is this meeting going to be in person or remote? AVH-not sure at this moment. KCP-I am available for in person or remote DB- I can attend remotely if it is allowed. PH — I am not available. 11. Liaison Reports KCP- WQRC met and there were no issues that came out of it. AG — Recycling Commission is involved in a couple of different things at this time. The primary one is that they are continuing to provide education at the transfer station to assist individuals with the changes in the glass and the newspaper, newsprint, recycling and, the facility where they do the recycling is having a problem with all the black plastic that's being put in the plastics container, so we're trying to help people recognize that black plastic cannot go into that container it has to go into household trash. So, they've been present at the transfer station trying to assist the town employees in educating folks regarding that issue. They've also been encouraging recycling at the White Caps games, so they've become more actively involved in assisting the Whitecaps with that program as well. 12. Matters not reasonably anticipated by the Chair None. 13. Items for next agenda Title 5 revisions. KCP — I sit on the State Pesticide Advisory Council, who will be meeting this Friday and there are two issues that I'd like to bring up at the next meeting, one of which is the mosquito control plan and the potential application for municipality opt out. I know this has been controversial in the past and I thought, since we are having a presentation ion Friday by the mosquito control division, I might bring it back here so that we could talk about the issues that happen around an opt out. I know that there's been some concerns about pesticide use in town and that in fact, the Board of Health did write a letter regarding the right of way spraying, so it would just be an opportunity to talk about that. The second big item on our agenda is that on Friday June 24th the 9th circuit did rule on the glyphosate, AKA Roundup document that was put out under the previous administration's EPA, It's going back to EPA for the biological concerns and there will be an opportunity to discuss that this Friday and I could bring that back to the meeting because again, that was part of the issue that the previous Board of Health wrote to Eversource about and to NDAR. DB- Wastewater item on agenda. Get a copy of the four town Pleasant Bay permit. Amy could also give an update on the internal conversation about some of the other questions, such as whether or not we have an approved Wastewater Management Pian. I'd like to encourage the members to review the phase two document for the Pleasant Bay Nitrogen Management Alternatives Analysis. It's on the town webpage, it was done by Horsley Witten in March of 2015. 14. Next meeting: July 20, 2022 Noted. Informational items were noted. Meeting adjourned at 8:20PM 'Accompanying documents in packet: Agenda, variance request information for 47 Governor Prence Road, Title 5 revisions, Covid update information and informational items. 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. GO'V Board of Health Meeting Wednesday, August 3, 2022, at 7:OOPM Hybrid Meeting Meeting was called to order by Chair Annette Graczewski at 7:15PM. Health Department Amy L. von Hone, R.S., C.H.O. Director Sherrie McCullough, R.S. Assistant Director Tammi Mason Senior Department Assistant There was no quorum present. An applicant was on remotely and was informed that due to a lack of quorum, his agenda item would be would be postponed until August 17, 2022. Meeting was adjourned at 7:16PM Important:When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. red Alrenin Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program Groundwater Permit DAILY LOG SHEET A. Facility Information 1. Facility name, address: PLEASANT BAY HEALTH CTR a. !Name 1383 SOUTH ORLEANS ROAD b. Street Address BREWSTER G, City 2. Contact infornnation; 746 1. Permit Number 2. Tax identification Number 2022 JUN DAILY 3. Sampling Month & Frequency MA 102631 d. State e. Zip Code JOSEPH SMITH a. Name of Facility Contact Person 7742125005 jsmith@NSUWater.com b. Teiephona Number c. e-mail address 3. Sampling information: 6/112022 INOT APPLICABLE a. Date Sampled (mmldd+yffl) b. Laboratory Name BEA NSU PERSONNEL c. Analysis Performed By (Name) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency Daily Log Sheet - 2022 Jun Daily F All farms for submittal have been completed. 2. F - This is the last selection. 3. r Delete the selected form. gdpdIs 2015-09-15.doc • rev. 09115/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 Massachusetts Department of Environmental Protection 746 Bureau of Resource Protection _ Groundwater discharge Program 1. Permit Number _ Groundwater Permit 2. lax identification Number DAILY LOG SHEET 2022 JUN DAILY 3. Sampling Month & Frequency C. Daily Readings/Analysis Information Effluent Reuse Irrigation Flow GPD Flaw GPD Flow GPD Turbidity Influent pH Effluent pH 7.1 6.7 6.6 6.$ 6.9 7.0 6.$ 6.6 7.3 7.0 6.9 I 7.a 6.9 7.fl 6.9 6.9 7.0 7.1 7.0 6.9 16.9 6.9 Chlorine UV Residual Intensity (mg1l) N.) gdpols.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Important:When filling out farms on the computer, use only the tab key to move your cursor - do not use the return key. rab am ij Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program Groundwater Permit DISCHARGE MONITORING REPORT A. Facility Information 1. Facility name, address: PLEASANT BAY HEALTH CTR a. Name 1746 1. Permit Number 2. Tax identification Number 2022 JUN MONTHLY 3. Sampling Month & Frequency 1383 SOUTH ORLEANS ROAD b. Street Address BREWSTER MA ©2631 C' City I State s. Zip Code 2. Contact information: JOSEPH SMITH a. Name of Facility Contact Person 7742125005 ljsm[th@NSUWater.com b. Telephone Number c. e-mail address 3. Sampling information: 619/2022 ALPHA ANALYTICAL a. date Sampled (mmlddlyyyy) b. Laboratory Name ALPHA ANALYTICAL PERSONNEL c. Analysls Performed By (Name) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency Discharge Monitoring Report - 2022 Jun Monthly r All fortes for submittal have been completed. 2. r This is the last selection. 1 Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 - Massachusetts Department of Environmental Protection 7,46 LL Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax Identification Number DISCHARGE MONITORING REPORT 2022 JUN MONTHLY 3. Sampling Month & Frequency D. Contaminant Analysis Information ■ For "0", below detection limit, less than (-:�) value, or not detected, enter ®ND' • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled 1. ParameterlContaminant Units SOD MGA- TSS MGIL TOTAL SOLIDS MGt_ AMMONIA•N MGL NITRATE•N NiG/L TOTAL NITROGEN(NO3+NO2+TKN) MG1L OIL & GREASE VIGIL FECALCOLIFORM 1100 ML CHLORIDE VIGIL 2. Influent 3. Effluent 4. Effluent Method Detection limit 520 12.4 2.0 440 ND 5.0 800 240 110 9.07 3.4 1 0.10 4.14 SND ND 47 0.450 14.0 2.0 1.0 1nfeffrp-blank.doc • rev. 0$!15115 Groundwater Permit Discharge Monitoring Report • Page 1 of 1 Massachusetts Department of Environmental Protection 1746 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit - 2. Tax identification Number DISCHARGE MONITORING REPORT 2022 QUARTi=RLY 2 3. Sampling Month & Frequency LLI- .. 3. Sampling information: 6/9/2022 LPHA ANALYTICAL a. Date Sampled (mmlddlyyyy) b. Laboratory Name ALPHA ANALYTICAL PERSONNEL c. Analysis Performed By (Name) B. Form Selection Please select Form Type and Sampling Month & Frequency Discharge Monitoring Report - 2022 Quarterly 2 ' r- All forms for submittal have been completed. 2, F This is the last selection, 3. F Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 'I of 1 A. Facility Information Important:When filling out forms on 1. Facility name, address: the computer, use JPLEASANT BAY HEALTH CTR only the tab key to a, Name move your cursor- 383 SOUTH ORLEANS ROAD do not use the return key. b. Street Address BREWSTER MA 102631 C. City d. State e. zip Ccde 2. Contact information: few Al JOSEPH SMITH a. Name of Facility Contact Person 7742125005 ismith@NSUWater.com b. Telephone Number c. e-mail address 3. Sampling information: 6/9/2022 LPHA ANALYTICAL a. Date Sampled (mmlddlyyyy) b. Laboratory Name ALPHA ANALYTICAL PERSONNEL c. Analysis Performed By (Name) B. Form Selection Please select Form Type and Sampling Month & Frequency Discharge Monitoring Report - 2022 Quarterly 2 ' r- All forms for submittal have been completed. 2, F This is the last selection, 3. F Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 'I of 1 Massachusetts Department of Environmental Protection — Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax Identification Number DISCHARGE MONITORING REPORT 2022 QUARTERLY 2 I,r_. 3. Sampling Month & Frequency D. Contaminant Analysis Information • For "0", below detection limit, less than value, or not detected, enter "ND" • TNTC = too numerous to count, (Fecal results only) ■ NS = Not Sampled 1. Parameter/Contaminant 2. Influent 3. Effluent Q. Effluent Method Units Detection limit TOTAL PHOSPHORUS AS P 3.89 0.050 MGL ORTHO PHOSPHATE 3.31 iO.125 MGA- infeffrp-blank.doc • rev. 09/15/15 Groundwater Permit Discharge Monitoring Report • Page 1 of 1 Massachusetts Department of Environmental Protection 1746 Bureau of Resource Protection _ Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax identification Number MONITORING WELL DATA REPORT 2022 QUARTERLY 2 3. Sampling Month & Frequency A. Facility Information Important:When filling out forms on 1. Facility name, address: the computer, use IPLEASANT BAY HEALTH CTR only the tab key to a. Name move your cursor - 383 SOUTH ORLEANS ROAD do not use the return key. b• Street Address 13REWSTER IMA 102631 IA4 c. City d. State e. Zip Cade 2. Contact information: Ew JOSEPH SMITH a. Name of Facility Contact Person 1742125005 jsmith@NSU Water.mm b. Telephone Number c. a -mall address 3. Sampling information: 16/13/2022 JALPHA ANALYTICAL a. Date Sampled (mm'ddlyyyy) b. Laboratory Name ALPHA ANALYTICAL PERSONNEL c. Analysis Performed By (Name) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency J Monitoring Well Data Report - 2022 Quarterly 2 I— Alt forms for submittal have been completed. 2. F' This is the last selection. 3. r Delete the selected form. IV gdpdIs 2015-09-15,doc - rev. 09/15115 Groundwater Permit Daily Log Sheet • Page 1 of t Massachusetts Department of Environmental Protection 1746 f Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number x, Groundwater Permit l 2, Tax identification Number MONITORING WELL DATA REPORT 202 C�UARTERLY 2 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 veell to sample. ParameterlContaminant DG -1 DG -2 DG -4 UG -1 Units Well #: 1 Well #: 2 Well it: 3 Well #: 4 Well #: 5 Well #: 6 NITRATE -N 12.9 0.90 _ 2.6 ND MGk TOTAL NITROGEN{Ni33+Nd2+Tlt 12.90 _! 1.26 l 2.60 ND MGq- TOTAL PHOSPHORUS ASP O.010 0.010 1.26 0.018 MG4- ORTHO PHOSPHATE ND 10,6 1.fl8 0.016 ` MGA- mwdgwp-blank.doc • rev. 09/15/15 Monitoring Well Data for Groundwater Permit • Page 1 of 1 LL Important:When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key, IA4 IL AV #A4l Massachusetts Department of Environmental Protection Bureau of Resource Prate ction - Groundwater Discharge Program Groundwater Permit MONITORING WELL DATA REPORT A. Facility Information 1. Facility name, address: PLEASANT BAY HEALTH CTR a. Name 1383 SOUTH ORLEANS ROAD b. Street Address BREWSTER IMA C. City d. State 2. Contact information: OSEPH SMITH a. Name of Facility Contact Person 7742125005 In. Telephone Number 3. Sampling information: 16/13/2022 a. Data Sampled (mmlddfyyyy) BEA NSU PERSONNEL c. Analysis Performed by (Name) B. Farm Selection 746 1. Permit Number 2. Tax identification Number 2022 JUN MONTHLY 3. Sampling Month & Frequency 02631 e. Zip Code ljsmith@NSUWater.com c. e-mail address NOT APPLICABLE b. Laboratory Name 1. Please select Form Type and Sampling Month & Frequency Monitoring Well Data Report - 2022 Jun Monthly F T- All forms for submittal have been completed. 2. r This is the last selection. 3.- Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection x748 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number L Groundwater PermitTax identification Numher MONITORING WELL DATA REPORT 1 2022 JUN MONTHLY 3. Sampling Month & Frequency C. Containinant Analysis Information ■ For "0", below detection limit, less than value, or not detected, enter "ND" a • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled ■ DRY = Not enough water in well to sample. ParameterlContaminant DG -1 DG -2 DG -4 UG -1 Units Well #: 1 Well #: 2 Well #: 3 Well #: 4 Well #: 5 Well #: 6 PH 5.84 B.33 6.86 5.85 S.U. STATIC WATER LEVEL 97 12.v8 11.92 12.21 FEET SPECIFIC CONDUCTANCE 1183.3 168.2 1 1314,20 187.10 UMHOSc mwdgwp-blank.doc • rev. 09/15/15 Monitoring Well data for Groundwater Permit • Page 1 of 1 Massachusetts Department of Environmental Protection 1746 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax identification Number 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. F a. Signature Package Comments b. Date (mnVddlyyyy) BENNETT ENVIRONMENTAL ASSOCIATES, LLC. (BEA) HAS COMPLETED THE JUNE 2022 MONTHLY INFLUENT AND EFFLUENT SAMPLING OF THE AMPHIDROME WASTEWATER TREATMENT SYSTEM. MONTHLY WASTEWATER SAMPLING WAS COMPLETED ON 619122. LABORATORY RESULTS REPORTED ALL PARAMETERS WITHIN DISCHARGE PERMIT LIMITATIONS. EFFLUENT PH WAS REPORTED WITHIN THE 6.5-8.5 RANGE THROUGHOUT THE MONTH, FLOW VOLUME MEASUREMENTS WERE ASSESSED DURING THE MONTH FROM THE SYSTEM'S EFFLUENT FLOW METER. DAILY FLOW REMAINED WITHIN THE 26,500 -GPD LIMITATION THROUGHOUT THE MONTH. THE MINIMUM, MAXIMUM AND AVERAGE GPD FLOWS REPORTED OVER THE COURSE OF THE MONTH WERE 5,579 GPO, 16,649 GPD AND 9,686 GPD, RESPECTIVELY. gdpols 2615-09-15.doc • rev. 09115/15 Groundwater Permit • Page 1 of 1 Facility Information ImpQrtt PLEASANT BAY HEALTH CTR filling out forms on forms on the computer, use a. Name only the tab key to 383 SOUTH ORLEANS ROAD move your cursor - b• Street Address do not use the IBREWSTER JMA 102631 return key, C. City d. State e. Zip Code QCertification "I certify under penalty of law that this document and all attachments were prepared under my direction or superyision 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 tha rel 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 vicdations." SAMANTHA FARRENKOPF 7/15/2422 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. F a. Signature Package Comments b. Date (mnVddlyyyy) BENNETT ENVIRONMENTAL ASSOCIATES, LLC. (BEA) HAS COMPLETED THE JUNE 2022 MONTHLY INFLUENT AND EFFLUENT SAMPLING OF THE AMPHIDROME WASTEWATER TREATMENT SYSTEM. MONTHLY WASTEWATER SAMPLING WAS COMPLETED ON 619122. LABORATORY RESULTS REPORTED ALL PARAMETERS WITHIN DISCHARGE PERMIT LIMITATIONS. EFFLUENT PH WAS REPORTED WITHIN THE 6.5-8.5 RANGE THROUGHOUT THE MONTH, FLOW VOLUME MEASUREMENTS WERE ASSESSED DURING THE MONTH FROM THE SYSTEM'S EFFLUENT FLOW METER. DAILY FLOW REMAINED WITHIN THE 26,500 -GPD LIMITATION THROUGHOUT THE MONTH. THE MINIMUM, MAXIMUM AND AVERAGE GPD FLOWS REPORTED OVER THE COURSE OF THE MONTH WERE 5,579 GPO, 16,649 GPD AND 9,686 GPD, RESPECTIVELY. gdpols 2615-09-15.doc • rev. 09115/15 Groundwater Permit • Page 1 of 1 260 Cranberry Highway ns, MA 02653 COASTAL 508.255.65O1rP x508,255 6700 F engineering co. Orleans I Sandwich I Nantucket TECHNICAL SERVICES coastalenglneeringcompany.cam To: Jacquelyn Linehan, Property Mgr. Date: King's landing Apartments Via: 1200 South State Street Brewster, MA 02631 Subject: King's Landing Apartments 3 State Street Brewster, MA Permit #934-1 Plans []Copy of Letter ESpecifications ®other We are sending the following items: RECEIVED JUS.:`? 7 2022 A fZCITH TR�`MITT'A�- 07/25/2022 Project No. WBR007.00 ®1st Class Mail Pick up Certified E]Fed Ex copies Date No. Description 1 0612022 934-1 Daily Log Sheet 1 06/29/2022 934-1 Monthly Discharge Report w/Laboratory Test Results 1 06/16/2022 934-1 Annual, Quarterly, 5 Monthly Monitoring Well Report w/Laboratory Test Results 1-1 07/22/2022 934-1 1 eDEP Electronic Receipt These are transmitted as checked below: []for approval ®for your use ®as requested Ofor review & 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. Annual testing of the monitoring wells indicated no VOC's within any of the monitoring wells. Quarterly monitor well testing indicated high levels of Total Nitrogen within HW -1 that exceeded the upper discharge limits due to levels of Nitrate. HW -4 was found dry during the time of sampling. 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 By: Chad A. Simmons, WWTPO CC Commission Joe Henderson, Horsley Witten (via email) AquaPoint.3 LLC NOTE: If enclosures are not as noted, please contact us at (SDB) 255-6511 Orleans I Sandwich I Nantucket Massachusetts Department of Environmental Protection 1934 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number _ Groundwater Permit f ' DAILY LAG SI -IFFY 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 Flow GPD Flow GPD Flow GPD pH Residual Intensity (mg,11) N 1 10,143 7.30 7.41 J 2 7.22 7.4 3 9,564 7.29 7.35 4 9,054 14,204 6 9,828 �- 7.32 7.41 7 9,659 l 7.21 7.38 s 9,225 7.27 7.31 9,614 7.19 7.36 10 9,961 7.23 7.33 11 8,370 �� 12 9, 557 13 9,721 7.39 7.48 14 9,032 I 7.36 7.53 is 9,147 �- 7.28 7.56 16 8,351 J � � 7.34 17 9 2Z 7.31 7,39 18 8,842 19 10,002 20 12,191 � 7.37 7.51 21 8,690 7.26 7.43 22 111,074 7.41 23 9,851 7.25 7.50 24 9,52fi _� 7.42 7.76 2s 9,428 26 27 9,471 � 7.34 7.71 28 9,978 7.27 7,64 3{>7.19 7.60 9,170 7.22 7.fi1 �J 31 gdpols.doc • rev. 09/15115 Groundwater Permit Daily Log Sheet - Page 1 of 1 L Massachusetts Department of Environmental Protection 1934 Bureau ❑f Resource PratectivnGroundwater Discharge Program 1. Permit Number Groundwater Permitid2. Tax ea#ification Number , DISCHARGE MONITORING REPORT 2fl22 tUN MQNTHLY 3. Sampling Month & Frequency D. Contaminant Analysis Information • For "0', below detection limit, less than [�] value, or not detected, enter "ND" • TNTC = too numerous to count. (Fecal results only) • NS = Not Sampled 1. Parameter/Contaminant 2. Influent 3. Effluent 4. Effluent Method Units Detection limit BOD 80 20 MGIL T55 B1 8.1 J 15.0 MGIL TOTAL SOLIDS 460 MGIL AMMONIA -TI 44.4 MGL NITRATF•N 6.6 0.1 D rnc,� TOTAL NITROGEN(NO3+NO2+TKN) 57.2 .050 MG/ OIL. & GREASE IND ...1.. 14.0 IviGlL —� infeffrp-blank.doc • rev. 09/15/15 Groundwater Permit Discharge Monitoring Repo&I- Page 1 of 1 ,1 LAAL tiro L Y 7 1 C A L Lab Number: Client: ATTN: Phone Project Name: Project Number: Report Date: ANALYTICAL REPORT L2234626 Coastal Engineering C 260 Cranberry Highwa Route 6A Orleans, MA 02653 Chad Simmons (508) 255-6511 KINGS LANDING BRE WBR007.00 07/21/22 Serial Na:07212218:34 The original project reporUdata package is held by Alpha Analytical. This reporUdata package is paginated and should be reproduced only in its entirety. Alpha Analytical holds no responsibility for results and/or data that are not consistent with the original. Certificatimns & Approvals: MA (M-MA086), NH NELAP (2064), CT (PH -0574), IL (200077), ME (MA00086), MD (348), NJ (MA935), NY (11148), NC (257001666), PA (68.03671), RI (LA 000065), TX (T104704476), VT (VT -0935), VA (460195), USDA (Permit #P330-17.00196). Eight Walkup DrIve, Westborough, MA 01581-1019 508-898-9220 (Fax) 508-898-9193 800-624-9220 - www.alphalab.eam Page 1 of 21 ON, 7, hViNSCELLANEOUS Page 5 of 21 Serial No: 0721221 B: 34 Project Name: KINGS LANDING BREWSTER Project Number: WBR007.00 SAMPLE RESULTS Lab I D: L2234626-01 Date Date Client ID: INFLUENT(COMPOSITE) MDL Factor Sample Location: 3 STATE ROAD, BREWSTER, MA Sample Depth: NA 2 Matrix: Water DW NA Parameter Result Qualifier Units RL General Chemistry - Westborough Lab 5 07/19/22 09:12 Solids, Total 460 mg/1 20 Solids, Total Suspended 61. mg/1 20 Nitrogen, Ammonia 44.4 mgll 0.375 Nitrogen, Total Kjeldahl 73.5 mg)i 1.50 BOD, 5 day 160 mgll 30 Page 6 of 21 Serial No:07212218:34 Lab Number: L2234626 Report Date: 07/21/22 Date Collected: 06/29/22 09:00 Date Received: 06/29/22 Feld Prep: Not Specified HA Dilution Date Date Analytical MDL Factor Prepared Analyzed Method Analyst NA 2 07/03/22 06:00 121,25408 DW NA 4 - 07/05/22 21:30 121,2540D MID 5 07/19/22 09:12 07/19/22 16:31 121,4500NH3-BH AT 5 07/21/22 12:00 07/21/22 16:30 121,4500NH3-H AT NA 15 07/01/22 07:15 07/06/22 01:25 .......... 121,521013 .. ................. JT HA Project Name: KINGS LANDING BREWSTER Project Number: WBR007.00 SAMPLE RESULTS Lab ID: L2234626-02 Client ID: EFFLUENT(COMPOSITE) Sample Location: 3 STATE ROAD, BREWSTER, MA Sample Depth: Matrix: Water Se rial_No:07212218:34 Lab Number: L2234626 Report Date: 07/21/22 Date Collected: 06/29/22 09:00 Date Received: 06/29/22 Field Prep: Not Specified 4 e 'L1l:�Fir', Page 7 of 21 Dilution Date Date Analytical Parameter Result Qualifier Units RL NIDL Factor Prepared Analyzed Method Analyst General Chemistry - Westborough Lab Solids, Total Suspended 8.1 mgli 5.0 NA 1 07/05/22 21:30 121,2540D MD Nitrogen, Ammonia 11.9 MO 0.075 1 07/19/22 09:12 .......... 07/19/22 16:32 121,4500NH3-BH AT Nitrogen, Nitrite 0.34 mgll 0.050 1 - 09130/22 05:30 44,353.2 KA Nitrogen, Nitrate 6.6 mgli 0.10 1 - 06/30/22 05:30 44,353.2 KA Nitrogen, Total Kjeldahl 16.6 mgll 0.604 2 07/21/22 12:00 ............................... 07/21/22 16:31 121,4500NH3-H . ........ AT BOD, 5 day ............ 20. ............. mgll .. _ 5.0 ............ NA 2.5 .............. 06/30/22 09:29 07/05/22 09:55 ......... .......... .... . _ 121,52106 ........ ... . MT 4 e 'L1l:�Fir', Page 7 of 21 Serial No:07212218:34 Project Name: KINGS LANDING BREWSTER Lab Number: L2234626 Project Number: WBR007.00 Report Date: 07/21/22 SAMPLE RESULTS Lab ID: L2234626-03 Date Collected: ❑6129122 08:45 Client lD: EFFLUENT(GRAB) Date Received: 06/29/22 Sample Location: 3 STATE ROAD, BREWSTER, MA Field Prep: Not Specified Sample Depth: Matrix: Water Dilution Date Date Analytical Parameter Result Qualifier Units RL MDL Factor Prepared Analyzed Method General Chemistry - Westborough Lab Oil & Grease, Hem-Grav ND mg/1 4.0 1 0711912218:30 0711912222:30 140,16648 V\ Page 8 of 21 Analyst TL 5erlal No:07212218:34 GHAI N nF CUSTODY PRl3E S i7F f tlse itsc'd in'Lah:06 1.AI,PHA raa•#: .1 . PHA r ortl formation Data BillIng Information v A i t e ' [j FAX C]x $ L4 [] Sarra as C4sm inrd l?(]8 w-twrough, uA. 6 gdF.Td, UA Project Name: lungs Landing Browder Ll nom C7 Ada[ Gcllvc wt T=L' SZEO1 11 TEL: STa8aM305 FAX-f-d"M 91tr2 FAX- 27 298 CommPraj.., Law44rr 3 SFaie Road Bremfcr bL4 Sfarn r;JFiggrant C lcriu , _ _ CPenL• Goasfal Enploeer,ng Co-, fnc. _ Project & MRM7.06 y- ❑ M - Are MCP An a1 ica, M*Lhods SEmAre44 _ Address: 269 Cranbwry Niglr�_ Pro ect Manaoer. Chz d AL ftIMons _ Orleans. MA 02653 ALPHA ❑l7d[e k; 2011601 FRV1 i7 Yes f ❑ N. Re u!iEd? phase: 508 255-6511' ' ANALYSIS nM,a'tEN.aryxdNl -� Fax: 60925 6700 ®Sfan0ard Rush}ONLY IFP +1PPFt0YLR Fl+r±iNl II. done Ernail;eslmm_urs]ke= e=d.wm lled] . ❑ 7he_e MhNv a han E4ml bk A!phs E)yp I)P1?' Time., II €dip do AfC7Cr[Orfp{! C7 Loi, 10.d other Prefect Specific RegclirementslGemmwlslDst ckfan Limits: pH: [[ppffrarn rg ccl7y Spacik Cpnducionce: en 0 Asrer� z r'r h N � ti rr y F7 ALPi1l1Lab 10 Sampip.iP GelaGlcel 5ampe 5ampiaer, ..{G7B:11&aQnlyj• Oa'e Time Mg!'1K Inihisi ¢ Om a aBrNi 6pec:6c Lcc�e�x lfr' 1 InlWard (Cbmpo2k 6CM9 C -q --C7 WW CAS ® ❑ ® ❑ ❑ ❑ ❑ Ll D ❑ ❑ ❑ ❑ ❑ ❑ Q ❑ ❑ ❑ ❑ ❑ ❑ Eiftuen! Com Wle M-29 �-G��' WW GA$ ® ® © ❑ - ❑ ❑ - - ❑ ❑ Efrluarnf Gab 64M2 u"[rj ww C AS ❑ - ❑ X01 iJ 7M- TT 77 b ❑ _❑ [_T y- _� LJ --rF 4EOF-nw- El❑ ❑ ❑ j PLWP- ANSWER RilESTION5ABOVE L Conta�leriype n ° ogv, S r0s Preservalia n rlgmwm;vd ld aPd IS YOUR PROJECT IlnauicheC ay- gafel[irne Rile(f?ed.B�y:. Sk1ef[irne 1�tnxa,rd r�reuxc,ce nM '� • r �' MA MCP or CT R C P • E4G'R7[d 6fi m.5,'acl k' fanl�orair; r �`,�� .Rfi+a4 Pay�rsErq Tpss: Page 21 of 21 Massachusetts Department of Environmental Protection 934 Bureau of Resource Protection _ Groundwater Discharge Program 1, Permit Number Groundwater Permit -- 2. Tax identification Number MONITORING WELL DATA REPORT 2022 ANNUAL 3. Sampling Month & Frequency D. VOC Analysis Information • If VOCs are present, please indicate the amounts of the individual compounds in pg/l. ■ For "0", below detection limit, less than {<} value, or not detected, enter 'ND' ■ NS = Not Sampled • DRY = Not enough water in well to sample. Parameter/Contaminant HW -1 HW -2 HW -3 FiW-4 Units Well M 1 Well #: 2 Well #: 3 Well #: 4 ACETONE [`,D ND ND ND UGIL BENZENE IND N❑ ND 'ND UGIL 1,1 DICHLGRGETHANE NDND ,N IND UG/L 1,2 DICHLOROETHANE ND IND ND ND UG/L 1,1 DICHLOROETHYLENE N❑ _� ND € ND ND UGI CIS-1,2-DICHLOROETHYLENE ND NQ SND ND UGIL TRANS 1,2 DICHLOROETHYLENE N❑ N❑ ND ND UG+L ETHYL 13ENZENE IND N❑ ND UGIL METHYLENECHLOREDE ND ND � ND Nr p UGIL TOLUENE ND ND IND j ND UGIL O -XYLENE ND ND IND IND UGA- P/M XYLENE ND ND ND J IND _ ^ UGIL CARBON TETRACHLORIDE ND ND ND ND UGIL CHLOROFOR1%1 RD7:= NQ I IND I ND UCdL 2—BUTANONE {MEK} [N=D= NQ I ND ND UGIL Well #: 5 Well #: 6 mvrdgwp-blank.doc • rev. 09/15/15 Monitoring Well Data for Groundwater Permit - Page 1 of 1 Massachusetts Department of Environmental protection Bureau of Resource Protection - Groundwater Discharge Program Groundwater Permit MONITORING WELL DATA REPORT D. VOC Analysis Information 934 1. Permit Number 2. lax identification Number 2Q22 ANNUAL 3. Sampling Month & Frequency • If VOCs are present, please indicate the amounts of the individual compounds in pg/l. • For "0", below detection limit, less than (<) value, or not detected, enter "ND" • NS = Not Sampled • DRY= Not enough water in well to sample. ParameterlContaminant HW -1 HW -2 HVV-3 HVV-4 Units Well #. 1 Well #: 2 Well #: 3 Well #: 4 4-10ETHYL-2•PENTANONE (MIBK IND I �ND NO UGIL TRICHLOROETHYLENEND ND jND iJGR. TETRACHLOROETHYLENE ND ND INDNQ UGIL 1,1,1 TRICHLOROETHANE IND ND UG,L VINYLCHLORIDE ND ND IND ND UGt STYRENE ND ND IND ND UGIL CHLOROBENZENE NQ ND IND ND UGIL METHYL TERTIARY BUTYL ETHE ND ND IND ND UGIL CHLOROETHANE ND ND IND I IND Uc/L 1,2•DIGHLOROPROPANE ND ND ND ND 1i Gk DIBRO MO CH LORD METHA NE ND ND IND ND UGIL 1,1,2 -TRICHLOROETHANE ND ND ND ND UGIL 2-CHLOROETHYLVINYLETHER ND ND ND €ND l9GIL BROMOUICHLOROMETHANE ND ND ND ND LG„IL "fell #: 5 Well #: 6 BROMOFORM ND ND ND ND UGIL mwdgwp-blank.doc • rev, 09/15/15 Monitoring Well Data for Groundwater Permit • •Page 1 of 1 .M1 Massachusetts Department of Environmental Protection k Bureau of Resource Protection - Groundwater Discharge Program Groundwater Permit MONITORING WELL DATA REPORT I[ D. VOC Analysis Information 94 1. Permit Number - ........ _..... � .. _ I 2. Tax identification Number 2022 ANNUAL 3. Sampling Month & Frequency • If VOCs are present, please indicate the amounts of the individual compounds in pg/l. • For "0", below detection limit, less than (<) value, or not detected, enter "ND" ■ NS = Not Sampled • DRY = Not enough water in well to sample. Parameter/Contaminant HW -1 HW -2 HW -3 HW -4 Units Well #: 1 Well #: 2 Well #: 3 Well #: 4 1,1,2,2 -TETRACHLOROETHANE NDND IND UG4- CHLOROMETHANE ND NDND ND UGIL BROMOMETHANE ND ND SND IND UG1 CARSONO]SULFIDE ND ND IND NE� UG+i 2+�xANONE ND-- ND _ IND i ND UG/L ACROLEIN ND�N� ND ND UGIL ACRYLONITRILE N�D � ND� iND ND UGIL TRANS•1,3-OICHLOROPROPENE ND ND ND IND UGL CIS-1,3-DICHLOROPROPENE ND ND NQ ND UGIL Well #: 5 Well #: 6 mwdgwp-blank.doc • rev. 09/15/15 Monitoring Well Data for Groundwater Permit • Page 1 of 1 Massachusetts Department of Environmental Protection 934 - _ Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit ,Tax identification Number MONITORING WELL DATA REPORT ' fF! 2[}22 QUARTERLY 2 3. Sampling Month & Frequency C. Contaminant Analysis Information • For "0", below detection limit, less than (e) value, or not detected, enter "ND" • TNTC = too numerous to count. (Fecal results only) ■ NS = Not Sampled o DRY = Not enough water in well to sample. Parameter/Contaminant FW -1 HW -2 HW -3 HW4 Units Well #: 1 Well #: 2 Well #: 3 Well #: 4 Well #: 5 Well #: 6 NITRATE -N 24 0.7[) 2.1 DRY TOTAL NITROGEN(NO3+NO2+TK 24 2.70 €3.06 DRY MG& TOTAL PHOSPHORUS ASP x.083 4.06 €0.298 DR1 Y MGR. ORTFiD PHOSPHATE 10.0536A06 N0 DRY MGC 1 mwdgwp-blank.doc • rev. 09/15/15 Monitoring Well Data for Groundwater Permit'• Page 1 of 1 Massachusetts Department of Environmental Protection j934 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit [ MONITORING WELL DATA REPORT 2. Tax identification !Number 2022 JUN MONTHLY 3. Sampling Month & Frequency C. Contaminant Analysis tnfoi•Ilnation • For "0", below detection limit, less than (<) value, or not detected, enter "ND" • TNTC = too numerous to count. (Fecal results only) • NS = Not Sampled • DRY = Not enough water in well to sample. Parameter/Contaminant HW -1 HW -2 HW -3 HW -4 Units Well #: 1 Well #: 2 Well #: 3 Well*: 4 Well #: 5 Well #: 6 5.64 6.33 X6.05 EDRY S,U- STATIC WATER LEVEL 21 42 25 41 25.30 DRY FEET SPECIFIC CONDUCTANCE 340 300 61D Df2� UMHOSIC mwdgwp-blank.doc • rev. 09/15/15 Monitoring Well Data for Groundwater Permit • Page 1 of 1 .A 7+IAYTI GAL ANALYTICAL REPORT" Lab Number: L2232175 Client: Coastal Engineering Company 260 Cranberry Highway Route 6A Orleans, MA 02653 ATTN: Chad Simmons Phone: (508) 255-6511 Project Name: KINGS LANDING BREWSTER Project Number: WBR007.00 F3eport Date: 07/05/22 Serial No:07052218:28 The original project report/data package is held by Alpha Analytical. This report/data package is paginated and should be reproduced only in its entirety. Alpha Analytical holds no responsibility for results andror data that are not consistent with the original. Certifications & Approvals: MA (M-MA086), NH NELAP (20154), CT (PH -0574), IL (200077), ME (MA00086), MD (348), NJ (MA935), NY (11148), NC (257001666), PA (68-03671), RI (LA1700065), TX (T 10470 4476). VT (VT -0935), VA (460195), USDA (Permit #P330-17-00196). Eight Walkup Drive, Westborough, MA 01581-1019 508-898-9220 (Fax) 508-898-9193 800-624-9220 - www.elphalab.com Page 1 of 32 VOLATILES Page 6 of 32 Serial No:07052218:28 L Project Name: KINGS LANDING BREWSTER Project Number: WBR007,00 Report Date: SAMPLE RESULTS Lab ID: L2232175-01 Client ID: HW -1 Sample Location: 3 STATE ROAD, BREWSTER, MA Sample Depth: Ug/1 Matrix: Water Analytical Method: 128,624.1 Analytical Date: 06/17/22 20:41 Analyst: GT Serial—N o: 070 5 2218 :28 Lab Number: L2232175 Report Date: 07/05/22 Date Collected: 06/16122 09:15 Date Received: 06/16122 Field Prep: Not Specified Parameter Result Qualifier Units RL MDL Dilution Factor Volatile Organics by GUMS - Westborough Lala _ .. .._......._ .._._. ugA 5.0 1 Mathyiene chloride ND Ug/1 1.0 1 1,1-Dichloroethane NO Ug/1 1.5 1 Chloroform NO ug/1 1.0 - 1 _._........ ._......_.—_........ Carbon tetrachloride NO ugll 1A - 1 1,2-Dichloropropane ND ugll ��._... 3.5 1 .......... .... Dlbromochloromethane ND ugll 1.0 i 1,1,2 -Trichloroethane NO ugll 1.5 i 2-Chloroethylvinyi ether NO —.......—........... .... ugll _...... 10 1 _ ..... _.._ Tetrachloroethene ND ugll 1.0 1 Chlorobenzene We hlorof I uoromethane� 1,2-Dichloroethane 1,1,1 -Trichloroethane Bromodich I oromethane trans -1 ,3-Dichloropropene cis-1,3-Dichlorep ropene --.... _...... -..... _.................. _..... _...� Bromoform 1,1,22 -Tetrachloroethane Benzene ND UgA 3.5 -- 1 _.....---.......... �....._................. _ NO _ .. .._......._ .._._. ugA 5.0 1 ND ugll 1.5 - 1 NO ugll _....... . . ........ 2.0 - ............. - - .... _..-.....---- .... _.... 1 _ -......... ............... - NO ugA 1.0 - 1 _... ....... _.... -------- ._...--...__.._... - ..... _----.—...._... NO ugh ..._................... 1.5 —---- --......._.......- 1 --- __._ ....... _.—...— ...... _....... _._.._.... �............_......... ._ ND ug4 1.5 - _T ............_....._.............. t --� ............... _...... ... NO ugll 1.0 1 NO ... .... ----.._.......... ugll - 1.0 -- -- 1 ..... NO ugA 1.0 1 Toluene ND ugA 1.0 1 Ethylbenzene -............... _ ._................. Chloromethane Bromomethane Vinyl chloride Chloroathane 1,1-Dichloreethene ._._ ... ....... .... ... .. trans- l ,2-0iehloreathene cis-1,2-Dichiorcethene Page 7 of 32 ND ugA 1.0 - 1 . NO ugA NO ugll ND ugll ND ug/1 NO ................................. ugll NO -- ......... ugll NO ugA 9 5.0 1 1.0 1 __... ... _ .......... . ........... ._._......._._........- - 1.5 1 S, 1.0 1 Project Name: KINGS LANDING BREWSTER Project Number: WBR007.00 SAMPLE RESULTS Lala I D: L2232175-01 Client ID: HW -1 Sample Location: 3 STATE ROAD, BREWSTER, MA Sample Depth: Parameter Result Volatile Organics by GUMS - Westborough Lab Trichloroethene ND 1,2-Diohlorobenzene ND 1,3 -Dichlorobenzene ND 1,4 -Dichlorobenzene IND plm-xylene ND 0 -Xylene ND Xylenes, Total ND Styrene ND Acetone ND Carbon disulfide ND ........................................ 2-Butanone IND Vinyl acetate ND 4-Methyl-2-pentanane ND 2-Hexanone ND AcrcAein IND Acrylcmitrile ......... . ND Dibromflmethane ND Surrogate Pentafluarobenzene Fluarobenzene 4-Bromofluorobenzene Page 8 of 32 Qualifier Units Serial No:07052218:28 Lab Number- L2232175 Report Date: 07/05/22 Date Collected: 06/16/22 09:15 Date Received: 06/16/22 Field Prep: Not Specified RL MDL Dilution Factor Ug/1 ugill ug11 ug/l 5.0 t ug/l ............................. 2.0 1 ug/l 1.0 .. .. 1 ug/l 1.0 1 ug/l 1.0 1 ugii 10 1 ug/l ....................................... ................. 5.0 ............................... . ............................ 1 ug4 10 1 ug/l 10 1 ug/l 10 1 ug/l 10 1 ug/1 8.0 t ug/l 10 1 ug/l 1.0 1 Acceptance % Recovery Qualifier Criteria 106 60-140 85 60-140 91 60-140 /AL?HA �.. — Project Dame: KINGS LANDING BREWSTER Project Number: WBR007.00 SAMPLE RESULTS Lab ID: L2232175-02 Client ID: NW -2 Sample Location: 3 STATE ROAD, BREWSTER, MA Sample Depth: ug/1 Matrix: Water Analytical Method: 128,624.1 Analytical Date: 06/17122 21:14 Analyst: GT Parameter Result Volatile Organics by GUMS Westborough Lab Qualifier SerialNo:07052218:28 Lab Number: L2232175 Report Date: 07/05/22 Date Collected: 06/16/22 09:30 Date Received: 06/16/22 Field Prep: Not Specified Units RL MDL Dilution Factor Methylene chloride NO ugli 1.0 .. ........ t 1,1-Dichloroethane NO ug/1 1.5 - ........ ............ 1 Chloroform NO _.......................... - - ug/1 —._........... _............ i•0 ... ..-. ....... ._. ...... 1 _..._...._w —.-...__....—_._....... ... Carbon tetrachloride ND ............ .... — ugA ........... 1.0 _.._�._..._.... 1.0 -• ......... __....... ----_-_-....... ........ ... _ .... 1,2-Dichloropropane NO . .. ........................ ... - — ....... .--............................................._... ugA 3.5 . ......... 1 __...... —.............. __..... ........ Dibromochloromethane NO ugA 1.0 1 1,1,2 -Trichloroethane ND ugA ......._.......- 1.5 _.. - 1 _ 2-Chloroethyivinyl ether -..._..........- ND ugh 10 1 Tatrachloreethene ND ugll 1.0 - 1 -. _...... ...... Chlorobenzene NO ..... ....— ugll ----. _ ._. .. ...... 3.5 - 1 ..... T ................ _.............. --._........... ........ ....... __._......... Trichlorofluoromethane ---....................... ........ _... . NO ug/1 5.31 1 1,2-D1ch5croethane NO ugll 1.5 1 1,1,1 -Trichloroethane ND ugn 2.0 1.0 -• ......... __....... ----_-_-....... ........ ... Bromodichloremethane NO ug41.0 --... _....... -.............. 1 __...... ----............. — trans-1,3-Dichloropropene ND ugA cis-1,3-131chloropropane . ....... NO .._.._.......-.. — --- ugA --......._— ................. _... _—.... —...... _...... --- �....... _..... ...... Bromoform NO ugA 1.0 - 1 1,1,2,2 -Tetrachloroethane ND ugA ........ .._ 1.0 - .... _.— ..................... ...... Y _ 1 _........... .......-................. _. Benzene NO ugll 1.0 -- 1 _.... .... _.............. Toluene ............ Eihylbenzene . _......... _..... .................... ChSoromethane Bromornothana Vinyl chloride Chloroethane 1,1-Dlchloroethene trans -1 ,2-Dichloroethene cis -1,2- Dichloroethe ne Page 9 of 32 ZED ugll 1.0 -- ........._......- ..._............. 1 _....... ...__ _ ugll 1.0 1 ug/1 5.0 1 ug/1 5.0 1 ugll 1.0 - 1 ugli _ ... .............._.._..... 2.0 ... ___-_........... t ............. ... ._ug/1 1.0 -• ......... __....... ----_-_-....... ........ ... 1 _ ........ ugA 1.5 1 ugll t Volatile Organics by GC/MS - Westborough Lab 1.0 Serial No:07052218:28 Project Name: KINGS LANDING BREWSTER Lab Number: L2232175 Project Number: WBR007.00 Report date: 07/05/22 ND SAMPLE RESULTS ND Xylenes, Total Lab ID: L2232175-02 Date Collected: 06/16/22 09:30 Client ID: HW -2 Date Received: 06/16/22 Sample Location: 3 STATE ROAD, BREWSTER, MA Field Prep: Not Specified Sample Depth: 2-Hexanone ND Acrolein Parameter Result Qualifier Units RL MDL Dilution Factor Volatile Organics by GC/MS - Westborough Lab 1.0 Trkhloroelhene ND 1,2 -Dichlorobenzene N D 1,3 -Dichlorobenzene N D 1,A -Dichlorobenzene ND plm-Xylene ND o -xylene ND Xylenes, Total ND Styrene ND Acetone ND Carbon disulfide NO ...................... .................. ............... 2-eutanone ND Vinyl acetate ND 4-Methyl-2-pentanone ND 2-Hexanone ND Acrolein NO Acry$onitrile ............... NO Dibromomethane ND Pentafluorobenzene Fluorobenaene 4-Bromofluorobenzene Page 10 of 32 ug/l 1.0 1 ug/l 5.0 1 ugll 5.0 i ugll 5.0 1 0gll 2.0 1 ugii.... 1.0 1 ug/l 1.0 1 ugh 1.0 1 ugll 10 1 ug/l 5.0 1 ugll 10 1 ugll 10 ug/l 10 1 ugll 10 1 ugll a.o i ugll 10 1 ug/l 1.0 1 Acceptance % Recovery Qualifier Criteria 105 60-140 85 60-140 92 60.140 i� •l�L.t�FiA Project Name: KINGS LANDING BREWSTER Project Number: WBR007.00 SAMPLE RESULTS Lab ID: L2232175-03 Client ID: NW -3 Sample Location: 3 STATE ROAD, BREWSTER, MA Sample Depth: ND Matrix: Water Analytical Method: 128,624.1 Analytical Date: 06/17/22 21:48 Analyst: GT Parameter Result Volatile Organics by GC/MS - Westborough Lab Methylene chlorlda NO 1,1-DIchIoroethana NO Chloroform NO m Carbon tetrachloride ND —. _.. _..... ......... ., 1,2-13ichloropropano ............— --- _...._..._._— ................ NO T ... Dibromochloramethane ND 1,1,2 -Trichloroethane _._....... ..... . .... ..... ......... ... ND 2-Chloroethylvinyl ether ND Tetrachloroethene =d ND ..... Chlorobenzene ..._._....... _......_..... . ND ......... ................. —...—_ Trichlorofluoromethane NO 1,2-Dichioraethane ND 1,1,1 -Trichloroethane - ....................... .. _....- N D Bromodichloromethane _....... _..__....... ._......... _ ....... ND trans-1,3-Dichlorolampene .— -_-------- _---------- .............. .. ........ ND ... cis- 1,3-Dichloropropene ............... ........--- _..._.__...................... ............. ..... _........ _...... _..... .......... ND ........ ..—._......... _..... Bromoiorm ND 1,1,2,2 -Tetrachloroethane _._....._....._.................._........... ----.._..__............_.. ND Benzene ND --- ..... ............. Toluene ._............ ....... NO 1.0 i Brornomethane Vinyl chloride ............. Chloroethane ....................... _...................... 1,1-Dlchloroethene trans„1,2-Dlchioroothene cis -1, 2-DA:hloraet h en e Page 11 of 32 ......... ....._ -.. --- --._.._.._N17 ND ND ND ND Serial No:07052218:28 Lab Number: L2232175 Report Date: 07/05/22 Date Collected: Date Received: Field Prep: 06/16/22 09:45 06/16/22 Not Specified Qualifier units RL MDL Dilution Factor ugA 1.0 1 u9A 1.5 1 ugA 1.5 1 ugA 1.0 1 ug J ..—..... _........—._............__..W.. �3.5 ....... _... .......... ug+l 1.0 — 1 ugA 1.5 1 ug l 1.0 1 _....._....._ ..... ugh _.............. _ 3.5 _—._...... �._- ugA 5.0 i ugll 1.5 1 ugll 2.0 1 ugll.............. ..---.......... _............ ... - -_..._ ....................... 1.D .............................._..........T.__...._._...__._......._...... 1 ugll 1.5 ---...... _...... 1 ...... —..__..............._ ... .___..... _..............._,..._......._........_.._.__................. ..._...................u... -_ ............................ .-.-.........�.:........................._......................._ _....................1 ugll 1.0 - 1 ugn 1.0 i ugA 1.0 1 ugA 1.0 - 1 Ugh ....-....... W.. 1.0 - __.._.............................................................. ................ 1 _. ugll 5.0 1 ugll 5.0 i ugll ugll 2.0 1 ND ND ugA _.... ugn 1.0 1.5 NO ugA 1.0 Project Name: KINGS LANDING BREWSTER Project Number: WBR007.00 SAMPLE RESULTS Lab ID: L2232175-03 Client I D: HW -3 Sample Location: 3 STATE ROAD, BREWSTER, NIA Sample Depth: Parameter Result Qualifier Units Volatile Organics by GC/MS - Westborough Lab Serial No:07052218:28 Lab Number: L2232175 Report Date: 07/05/22 Date Collected: 06/16/22 09:45 Date Received: 06/16/22 Field Prep: Not Specified RL MDL Dilution Factor Trichloroethene ND ugll 1.0 12- Dichlorobenzene ND ugV1 5.0 1,3 -Dichlorobenzene N D ugll 5.0 1,4 -Dichlorobenzene ND ug11 5.0 plm-XylerroeND . ............ . ugl) 2.0 o -xylene ND ug/1 1.0 Xylenes, Total ND ugll 1-0 Styrene NO UO 1.0 Acetone ND ugll 10 Carbon dlsuifide NO ........................... ............. ugll ................ --........ ... 5.0 ..................... . ............................. ................ 2-Butanone ND ugfl 10 Vinyl acetate NO ug/l... 10 -- 44.9ethyl.2-pentanone NO ug/1 70 2-Hexanone ND ugl! 10 Acrcdein NO ugA 8.0 Acrylonitrile ND .. ........ ugvl 10 Dibromomethane ND ugll 1.0 Acceptance Surrogate % Recovery Qualifier Criteria Pentafluorobenzene 104 60-140 Fluorobenzene 81 60-140 4-Bromof orobenzene 94 60-140 Page 12 of 32 1 1 1 1 1 i 1 1 1 1 1 1 1 1 t 1 1 "A Project Name: KINGS LANDING BREWSTER Project Number: WBR007,00 Method Blank Analysis Batch Quality Control Analytical Method: 128,624.1 Analytical Date: 06/17/22 14:26 Analyst: GT Serial No:07052218:28 Lab Number: L2232175 Report Elate: 07/05/22 Parameter Result Qualifier Units RL MDL Volatile Organics by GC/MS -Westborough Lab for sample(s): 01-03 Batch: WG1653533-4 Methylene chloride ND ugll 1.0 ...................... 1,1-❑ichloroethane ND cull 1.5 Chloroform ND ugll .... -----.. _........... 1.0 ...... --........ _�._. r Carbon tetrachloride ........................._._-._..�.............._ ND ugA �_ 1.0 -- _ .. _-. _ _............... ._ chlnropropane.. ._.................._.__. _......_......w...._ ND ugA 3.5 �_.... _.�__ ............-..�... ....... - - Dibromochloromethane ----_ _ .... ND ............ ug/1 ---- 1.0 - ..-............-..._._...—.---.—...-.......... __�...... 1,1,2-Trichforo ethane __._—.........�—...—.._ ND ugll 1.5 - 2-Chlofoethyle,inyl ether ND ugh 10 - Tetrachloroethene ND ugll 1.0 - Chlorobenzene ND ugll 3.5 ........... Trichloro�fluar methane ND .......... ........ ------- ugli ........ �—�...._.. 5.0 - ........ _...... _. ._................ 1,2-Dichlornethane _............ ........... ND ugll _.._. .__....... ...... 1.5 - 1,1,1 -Trichloroethane ND ugA 2.0 - _ _ ......_... Bromadfchloromethane .._....... __. ND ugA 1.0 - trans-1,30chloropropene N0 ugll 1.5 - cis-1,3-Dichlorapropene ND ug/1 1.5 - Bromoform ND ugA 1.0 - 1,1,2,2-Tetrac6roethane ND ugA 1.0 - Benzene ND ugA Toluene ND ugll Ethylbenaene ...ND .... ... ugli Chloromethane T ND — ugll -—.-_.............. --_ .........._. Bromomethane ND ug1 Vinyl chloride ND ugll Chloroethane ND ugA - - �_.._-_.... _ ... _ 1,1-❑Ichloroethene ..-. - ..................._ .....---_............. ND ug/1 trans l,2-Dichloroethene ND ugll cis-1,2-Dichloroethene ND ugl9 Trichloroethene ND ugA Page 13 of 32 Project Name: Project Number: Analytical Method Analytical Date: Analyst: KINGS LANDING BREWSTER WBR007.00 128, 624.1 06/17/22 14:26 GT Method Blank Analysis Batch Quality Control Serial No:07052218:28 Lab Number: L2232175 Report Date: 07/05/22 Parameter Result Glualifier units RL MDI. Volatile Organics by GUMS - Westborough Lab for sample(s): 01-03 Batch: WG1653533-4 1,2 -Dichlorobenzene ND ugll 5.0 1,3 -Dichlorobenzene ND ug/1 5.0 14 -Dichlorobenzene ND ugll 5.0 p/m-Xylene ND ug/I 2. .............. o -xylene ND ugll Xylenes, Total ND ucyl 1-0 Styrene ND ugll 1.0 -- Acetone ND ugll 10 .................. Carbon disulfide ..................................... ND ........................... u411 5.0 - 2-Butanone ND ugA 10 Vinyl acetate ND ........... .......... . Ug/1 10 4-Methyl-2-pentanone ND ugll 10 2-Hexanone ND ug/I 10 Acroiein .............. ND ug/1 8.0 Acrylonitrile ND ug/I 10 ..................... .................................. Dibromomethane ..................... ND ugfl 1.0 Acceptance Surrogate %Recovery Qualifier Criteria Pentallucrohenzene 113 60-140 Fluorobenzene 84 60-140 4-Bromofluorobenzene 90 60-140 Page 14 of 32 ��� h a. " dm "--)) m �rG 7- fibl-\ IE L LA N E 0N_D S Page 18 of 82 Serial—No:07052218:28 Project Name: KINGS LANDING BREWSTER Project Number: WBR007.00 SAMPLE RESULTS Lab ID: L2232175-01 Client ID: HW -1 Sample Location: 3 STATE ROAD, BREWSTER, MA Sample Depth: Matrix: Water Parameter Result Qualifier Units RL General Chemistry - Westborough Lab Serial—No: 07052218:28 Lab Number: L2232175 Report Date: 87!95122 Date Collected: 06/16/22 09:15 Date Received: 06/16/22 Field Prep: Not Specified Dilution Date Date Analytical MDL Factor Prepared Analyzed Method Analyst Nitrogen, Nitrite ND Mg/1 0.050 Nitrogen, Nitrate 24. mgil 0.50 Nitrogen, Total Kjeldahl ND mgll 1.50 Phosphorus, Total 0.083 mg/1 0.010 Phosphorus, Orthophosphate 0.053 mg/1 0.005 Page 19 of 32 1 0611712210:33 44,353.2 MR 5 - 0612012210:54 44,353.2 MR 5 0710212207:45 0710512217:28 121,4500NH3-H AT 1 06/29/22 07:30 05/29/22 12:51 121,450rOP-E SD 1 06/17/22 09:21 121,4500P -E .. ........... KA .. :Y�C�Firl Serial No:07052218:28 Project Name: KINGS LANDING BREWSTER Lab Number: L2232175 Project Number: WBR0O7,00 Report Date: 07/05/22 SAMPLE RESULTS Lab ID: L2232175-02 Date Collected: 06/15/22 09:30 Client ID: HW -2 Date Received: 06/16/22 Sample Location: 3 STATE ROAD, BREWSTER, MA Field Prep: Not Specified Sample Depth- Matrix: Water Dilution Elate Date Analytical Parameter Result Qualifier Units RL ]VLDL Factor Prepared Analyzed Method Analyst General Chemistry - Westborough Lab Nitrogen, Nitrite NO mgll 0.050 1 - 06/17/22 10:34 44,353.2 MR ............... Nitrogen, Nitrate 0.70 mg11 0.10 1 06/20/22 10:58 44,353.2 MR Nitrogen, Total Kjeldahl 2.00 mgm 1.50 5 07/02/22 07:45 W06/22 17:29 121,4500NH3-H AT Phosphorus, Total 4.06 mgll 0.050 5 06/29/22 07:30 06/29/22 12:54 121,450OP-E SD Phosphorus, Orthophosphate ............. _. .. 0,006 --.-. _...._........ . ..........................._... ......... mgll ... ..._........ 0.005 - ... ........ .. 1 ............... ....... . .... ..... -_.._ 0641712209:22 121,4500P -E .............. . ............................... ......._. KA Page 20 of 32 Project Name: KINGS LANDING BREWSTER Project Number: WBR007.00 SAMPLE RESULTS Lab ID-. L2232175-03 Date Analytical Client ID: HW -3 Prepared Analyzed Sample Location: 3 STATE ROAD, BREWSTER, NIA Sample Depth: Matrix: Water 0611712210:36 44,353.2 Parameter Result Qualifier Units RL General Chemistry - Westborough Lab MR 1 Nitrogen, Nitrite ND mg/1 0.050 Nitrogen, Nitrate 2.i mgll 0.10 Nitrogen, Total Kjeldahl 0.959 mgll 0.300 Phosphorus, Total 0.298 mgli 0.010 Phosphorus, Orthophosphate ND mg/1 0.005 Page 21 of 32 Serial No:07052218:28 Lab Number: L2232175 Report Date: 07/05/22 Date Collected: 06/16/22 09:45 Date Received: 06/16/22 Field Prep: Not Specified Dilution Date Date Analytical MDL Factor Prepared Analyzed Method Analyst 1 0611712210:36 44,353.2 MR 1 - 0612012210:31 44,353.2 MR 1 07!0212207:45 0710512217:30 121,4500NH3-H AT 1 06/29/22 07:30 06/29/22 12:55 121,450i0P-E SID 1 - 0611712209:22 121,4500P -E KA Y HA Sp- ria€ No:07052218:28 a: ,�, CHAIN OF CUST*La DitoRoc'db Z� ALPHAJnh�:�,���[�� � •.1 ['tib . ata SIN Ing, Info rm atl.on (] FAX $yIIAIL [] ama7-7P , %Vvv t¢w—pk rJA 3A -416M, ?AA Prpjecl NawsIel ❑ A13E), L7 Addf DclivaraWvc �EL-EU7ai�¢ a}'V Ti�`�-C27-B'49 f A1C X649999M Project Lacaien- 3 Sl ale Road ererfster UA crrp�nl; Coastal Eng-inBeft Co., k1r., Flo ett A': MRC07.00 4 + � • - a a 9 _ a res n No 'r.0 mu Am 9¢.607s Rcajircdl Addn,ss 2M Cranbe H terraX Project Man Cr: Chad h Slmmar Orleans. MA il;?CM ALPHA [bola 4-: 2.011B51 revl ❑ Yes ❑ 149 Avg CT F. GP j9tvmra¢4e C0niN1:^ce PMWOAs P rdred? ANALYSIS Ffiorre: &OS Z56-6511 , stiasPic Nr•}Id:w6 Fac 508 25"7CO 0 Stondard ❑ Rlrh (dNLYIFFR4,R Pav=u, F01-0- D L`car Cn,aiC esimmw "tcapecad-cam C] iwexerCen P. m tern .=.� mit a^a� I2�b �txa4 Duo Dales Tlrne: Th']e xa?�GS P f y.t�+. � � n A u¢ to d9 A(lrG.i'Ar1e.� tj Lal. le da Other projedl SMalfO Requirerrl enWC1brn Qn WL)aWctkx, t,Impt 4 (pIOiSR§pr:fly SPL driG tonduownce:: .2r9M7 L 4 rt, � n a ,t lll t] AL,PKA Luh [D Eanlpla ID CaileoMRs . S'gnym Samplerk (LBO 050 wyr) Pal^ I iM179 Ata41>S. IrIIGOI¢ fY ba.+il�e sµasr 2;mm.y -. 0.{ .RViIL7 - a5l4¢d13. 8:7Y>A' i GW ACC ❑ ❑ ❑ I ❑ ❑ El ❑ ❑ T7 D 1111:1 0 El { FStN-2 CM2 034Ar11 GW ACC ® ❑ El L1Q ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑:1:1 —C RN -3 MIW22 0A&*1 GVJIE ❑ ❑ ❑ ❑ ❑ ❑© N4Y•a NA SAMPLE -DRY Mu 5RY MY ❑RY DRY ❑ ❑ ❑ El❑❑© ❑ ❑ ❑ ❑ U PLEASE ANSWER QUE91149$ 496M Canldlrer Type 1-p A. Preserralive r'Fia�e [nra cearf. L*9kg7 sndn:�nlWy, -.I nolle g lin w WlelT me �erxiVed 6y; axlime IS YOUR PRO , j E C T RcF � fished By: I r W 9wo lz- p�<4.1im Ste[ IAP MA MCP or CYT SGP? seriiea ve sih�eu la ' 1 I yawn r :.� �- rJp'p'�PMnnr6 Tenw Page 32 of 32 7122122, 1:01 PPI eDEP - MassDEP's OnlireeFiiing System [ massoEP Home I ocntact I Privacy Pdicy dry � rc.: tuSassoEP's Celine F�irg System Vse me me:C CaA5ELi2&9 TM 260 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: 1386873 Date and Time Submitted: 7/2212022 1:01:02 PM other Email : DEP Transaction ID: 1386873 Date and Time Submitted: 7/2212022 1:01:02 PM Other Email : DEP Transaction 1D: 1385873 Date and Time Submitted: 7/2212022 1:01:02 PM Other Email: DEP Transaction ID: 1386873 Date and Time Submitted: 7/2212022 1:01:02 PM other Email: DEP Transaction ID: 1386873 Date and Time Submitted: 7/22/2022 1:01:02 PM Other Email : DEP Transaction ID: 1386873 Date and Time Submitted: 7/22/2022 1:01:02 PM Other Email: DEP Transaction ID: 1386873 Date and Time Submitted: 7/22/2022 1:01:02 PPJI Other Email : Form Name: Groundwater Discharge Monitoring Report Forms Facility information: Tax Identification Number: 264204700 location: 492 ROUTE 134 Address: DENNIS ZIP: 02660 Daily Log Sheet(2022 JUN DAILY) Form Name: Groundwater Discharge Monitoring Report Forms Facility InformaWn: Tax Identification Number: 264204700 location: 492 ROUTE 134 Address: DENNIS ZIP: 02660 Form Name: Groundwater Discharge Monitoring Report Forms Facility Information: Tax Identification Number: 254204700 'location: 492 ROUTE 134 Address; DENNIS ZIP: 02660 Discharge Monitoring Report(1 - 2022 Annual) Discharge Monitoring Report - VOC(1 - 2022 Annual) Discharge Monitoring Report - VOC(2 - 2022 Annual) Forms�4,jg an tore Receipt 6 pj receipt Exit https:/1edep.dep.mass.gov/eDEPrPageslPrintReceipt.aspx 112 7122122, 1:01 PM eDEP - MassDEP's OnlineFiling System Discharge Monitoring Report - VOC(3 - 2022 Annual) Form Name: Groundwater Discharge Monitoring Report Forms Facility Information: Tax Identification Number: 264204700 location: 492 ROUTE 134 Address: DENNIS ZIP: 02660 Discharge Monitoring Repert(1 - 2022 Jun Monthly) Monitoring Well Data Report(1 - 2022 Jun Monthly) Form Name: Groundwater Discharge Monitoring Report Forms Facility Information: Tax Identification Number: 254204700 location: 492 ROUTE 134 Address: DENNIS ZIP: 02660 Monitoring Well Data Report(1 - 2022 Quarterly 2) Form Name: Groundwater Discharge Monitoring Report Forms Facility Information: Tax Identification Number: 264204700 location: 492 ROUTE 134 Address: DENNIS ZIP: 02660 Monitoring Well Data Report(1 - 2422 Annual) Monitoring Well Data Report - VOC(1 - 2022 Annual) Monitoring Well Data Report - VOC(2 - 2022 Annual) Monitoring Well Data Report - VOC(3 - 2022 Annual) Form Name: Comments Hwy eDEP Mass LEP Home J contact [Privacy Poo:y MassDEP's Online Filing System ver.15.22.2.0® 0 711 512 0 2 2 YassDEP https:f/edep.dep.mass.gov/eDEPIPageslPrintRecefpt.aspx 212 PLEASANT BAY ALLIANCE 2022 Annual Report pursuant to MassDEP Watershed Permit dated August 3, 2018 SUMMARY AND CONCLUSIONS Under the terms of the 2018 Watershed Permit, the four towns in the Pleasant Bay watershed are required to report to MassDEP annually on their collective progress toward meeting their individual commitments for nitrogen removal. This document is the fourth annual report and summarizes progress through mid 2022. Annual reports are called for in the Watershed Permit to track progress toward nitrogen removal goals, document findings related to monitoring of non-traditional technologies, summarize special-purpose studies, and facilitate the adaptive management approach that will enhance the overall nitrogen management program. In the first four Annual Reports, the Alliance towns have documented these removals of attenuated nitrogen loads: • Prior to permit issuance: 1,769 kg/yr ■ First year: 60 kg/yr • Second year: 115 kg/yr • Third year: 1,622 kg/yr • Fourth year: 485 kalyr Total 4,051 kg/yr The cumulative to -date load removal of 4,051 kg/yr represents 82% of the five-year removal commitment of 4,916 kg/yr. The four watershed towns have benefited from funding from U.S. EPA Southeast New England Program (SNEP) Watershed Grants. In the first four years of the Permit, important information on non-traditional technologies has been gathered: • On-site denitrification: Through a SNEP-funded investigation, the towns learned more about the performance and cost of a municipal UA program and that knowledge will allow Brewster to modify its nitrogen removal plans. ■ Shelosh harvesting. Orleans used SNEP funding to better understand the technical and business issues related to oyster harvesting in Lonnie's Pond and to be able to explore opportunities to expand this program elsewhere. ■ Permeable reactive barriers. Through a town -funded investigation of a PRB outside the Pleasant Bay watershed, Orleans made progress toward the possible use of this technology in the watershed. Pleasant Bay Alliance ---2022 Annual Report for Watershed Permit — July 27, 2022 Pagel of 32 SNEP funding has also allowed the updating of the Massachusetts Estuaries Project (MEP) linked watershed-embayment model to reflect growth in watershed loads, better estimates of natural attenuation, new information on benthic loads, improved hydrodynamics, and recent water quality data. The model update has shown that the current favorable hydrodynamics nearly offset a small increase in watershed loads. There is an ongoing assessment of the model update results and the implications for potential modifications to town plans. Funding from SNEP also allowed the watershed towns to explore other issues: ■ Nitrogen credit trading: Through a SNEP-funded investigation, the towns have identified potential cost savings through credit trading, where one town could remove more, than its designated share of nitrogen load on behalf of another town which would remove less. The second town would pay the first town for its added removal, and both towns could save money. ■ Nitrogen credits for stormwater management. The four watershed towns are malting improvements to their stormwater management systems, in part to comply with the Massachusetts MS4 general permit. SNEP funds were used to set up a mechanism for measuring nitrogen removals from these activities. Although the magnitude of the credits is expected to be small, the towns may be able to use information collected under their MS4 programs to obtain these credits. ■ Natural attenuation. A consultant addressed the levels of natural attenuation in three subwatersheds, where town nitrogen removal plans are dependent on the level of attenuation. The study confirmed prior estimate in one sub -watershed and recommended farther investigation in two sub -watersheds. These initiatives add measurably to the watershed towns' ability to adjust their removal plans in a true adaptive management approach. Plans in Harwich, Brewster and Orleans will be modified to account for these new findings. Chatham continues its whole -town approach. Possible revisions to the nitrogen removal .requirements for several sub -watersheds will necessitate modifications in the Watershed Permit's implementation schedule. This issue will be the focus of the Alliance's work in the upcoming year, so towns' nitrogen management plans can be modified before key projects are implemented. Last year's annual report anticipated that the next phase of Harwich's sewer program would allow the Year -5 nitrogen removal goal to be met. As possible changes in Harwich's plan are assessed, it is expected that over the next year the towns will have achieved about 85% of the Year -5 goal. In addition to these important topics, this report summarizes current water use data, water quality monitoring programs, town capital commitments, growth in watershed nitrogen loads, and stakeholder involvement in the Bay restoration program. Three basic goals of this fourth annual report have been accomplished: • Compliance documentation ■ Compilation of information to inform adaptive management Pleasant Bay Alliance ---2022 Annual Report for Watershed Permit — July 27, 2022 Page 2 of 32 • Identification of key steps needed to ensure compliance with nitrogen removal goals. At the end of Year 4, it is appropriate to conclude that: • The four towns are proceeding under the terms of the permit; ■ Collectively, the towns have been on track to meet the nitrogen removals stipulated under the permit, having accomplished 82% of the Year -5 goal in the first four years of the permit; • Ongoing studies must be completed to define potential changes in load removal requirements. ■ If revised load removal requirements are known by August 2023, then towns should be prepared to revise their plans by August 2024. This program of annual reports allows the presentation of a snapshot of current data and an update of how new findings are being used to inform the towns' adaptive management approaches. Progress to date reflects the considerable effort and investments expended by the towns to address nitrogen contamination in Pleasant Bay, and the recognition that new technical information, changes in system dynamics and community needs must all be factored into local decisions. BACKGROUND The Pleasant Bay Alliance has prepared this fourth annual report in accordance with the August 3, 2018 Pleasant Bay Watershed Permit issued to the Towns of Brewster, Chatham, Harwich, and Orleans. This report is intended to address the annual reporting requirements identified in the Watershed Permit, the Pleasant Bay Targeted Watershed Management Plan (TWMP) and the Cape Cod Commission 208 Consistency Determination on the TWMP. This report was authorized by the four towns. The Watershed Permit sets forth aggressive goals for achieving nutrient reductions over the twenty-year term of the permit. Adaptive management is one of the fundamental aspects of the Watershed Permit. It is expected that every five years there will be an updated permit that reflects progress already made toward nitrogen removal goals, as well as changes in the watershed and Bay that may modify those goals. An annual report is required under the permit so that key data are assembled as the five-year period unfolds. The technical heart of the Watershed Permit is the May 2018 Targeted Watershed Management Plan. Section 15 of the TWMP Plan lists 10 items that were recommended be included in the annual report. When the Cape Cod Commission issued its Certificate of 208 Compliance for the TWMP, it requested information in 8 areas, some of which are the same as contained in the TWMP. The 14 items contained in one or both documents are discussed here. A key pari of the Watershed Permit is the one-page Implementation Schedule, which is reproduced in this report as Table 1. It shows the specific nitrogen removal projects included in each Town's plan, and the associated nitrogen removal expectations. Pleasant Bay Alliance —2022 Annual Report for Watershed Permit — July 27, 2022 Page 3 of 32 M YO d � p O n� N u C, IV R N Ql Vl M1 n O %0 *� ' l0 K co P e0 T M1 N D) N m M O S h M 'n il'1 ri CU N H pp N il"i i 'D ill N Kt n .� n r, u -i i4 0 ko c i0 fT n � C N l m ri ti in Y k N a o 3 E E E Y u 3 i u uu V a• ° 0 p� y 3 a l u v �° a a n -o Q a w � d •c mn� i y S E p C C C s U C ry 10 a 0 0 O O O ■ Q 31 N fn N� r sa n Z � r i 0. ti tl, -x C � p 6 C a p V NM Q p iv F a `O c m p A .n m C. a c a ., x •y x H U d y ❑`i a� d i O m q L a x H o 4 m d T 00 1D N .ami eN+ oNp N N 0) rf iUf! p i T H4 G m H7J .m.. C p u y C a 4 d 'U R7 H V '� u iYl 61 W �[ y H y U.181 v V 7 u m R ip m V V C a) � .w m 6 V 6 N m fl N C A a o '� a 3 '� Cc v m p o u m U I Lr tl V a CO W i9 N K N N mC .Ny H CAA Y ani 7 a E v v u r n n ❑ m 7 u v •C C 0 a+ N d a C N L W Y U u L) a° s a v -0 -a p Va a.. a• A Q 1 7 u vi ¢ U U P❑ in 4 O Q d M YO d � p O n� N u C, IV R N The projects are shown in each of four five-year segments of the 20 -year term of the agreement. This annual report covers the fourth year of the first five-year segment, and includes information on how the Table 1 implementation schedule might change at the end of Year 5. The Annual Report required by the Watershed Permit is due to DEP on or before the anniversary date of the Permit, August 3. Each annual report is to contain information and data for the previous calendar year. Given the fact that significant actions are typically taken at annual town meetings in May, this report includes such information even though it is several months beyond the end of the previous calendar year. Further, some data are regularly reported on a fiscal year basis, that is, through the end of June. Therefore, this annual report contains information spanning from August 2021 to July 2022. WATER CONSUMPTION Water consumption is the most important indicator of septic nitrogen load. Table 2 presents water consumption data for the four towns in a format that shows the total metered water in any year between 2014 and 2021, along with the per -service residential and commercial use. Table 2 Town -wide data shown above for illustrative parposes only RaintaII at Chatham Airport, inches, in Jun, lut, Aug, Sept 10.96 10.88 6.80 17.43 9.66 13.49 4.15 15.78 11.14 Oefcrt below 15 in. 4.o4 4.12 8.20 -2.43 5.34 1.51 10.85 -0.78 3.85 Pleasant Bay Alliance -2022 Annual Report for Watershed Permit - July 27, 2022 Page 5 of 32 Summary of Water Consumption Data 2014 1 1015 1 2016 1 2017 1 2018 1 2019 1 2020 1 2021 1 Avg Number c Water Serlices Brewster 7,403 7,421 7,426 7,491 7,249 7,287 7,281. 6,958 Chatham 7,083 7,143 7,200 7,236 7,236 7,277 7,469 7,210 Harwich 9'flos 9,858 9,890 9,929 9,969 9,983 10,012 10,050 ariearas 5,266 5.,279 5,249 5,262 5,257 5,266 5,287 5,377 'form 29,557 29,701 29,765 29,912 29,711 29,813 30,049 29,595 Total Metered Water, MgalJyr Brewster 395 475 454 381 402 382 452 433 422 Chatham 413 481 473 408 464 422 487 415 445 Harwich 673 781 810 670 706 677 S03 725 731 Orleans 303 334 340 299 303 279 348 314 315 TOW 1,784 2,071 2,077 1,758 1,375 1,760 2,090 1,383 1,913 Per -Service Residential Use, gpd Brewster 129 157 149 119 138 132 167 167 145 Chatham 143 172 170 140 169 140 169 151 157 Harwich 175 205 212 174 185 177 214 190 192 Orleans 142 158 163 140 144 130 176 156 151 Average 147 173 174 143 159 145 182 166 161 Per -Service Commercial Use, gpd Brewster 393 423 375 419 451 391 207 314 371 Chatham 336 296 331 382 266 252 253 259 297 Harwich 394 440 46B 356 378 367 337 374 394 Orleans 252 271 280 272 251 240 194 200 245 Average 344 358 364 367 337 313 248 286 327 Town -wide data shown above for illustrative parposes only RaintaII at Chatham Airport, inches, in Jun, lut, Aug, Sept 10.96 10.88 6.80 17.43 9.66 13.49 4.15 15.78 11.14 Oefcrt below 15 in. 4.o4 4.12 8.20 -2.43 5.34 1.51 10.85 -0.78 3.85 Pleasant Bay Alliance -2022 Annual Report for Watershed Permit - July 27, 2022 Page 5 of 32 The current version of Table 2 contains town --wide data. In future years, the Alliance will work with town water departments to explore the feasibility of reporting watershed --specific water consumption data. (Such data are not intended to be the basis for a new estimate of watershed nitrogen load each year, but instead should be a straightforward way to identify trends in the largest sources of toad (residential and commercial septic flows)). The calendar years 2016, 2018 and 2020 were relatively dry years. A review of water consumption data indicates that summer (June through September) rainfall below 15 inches may be correlated with higher water use for irrigation. Using summer rainfall below 15 inches as an indicator, the deficits in these three years were 8.2, 5.3 and 10.8 inches respectively. (The 5. -year period of water consumption data being used in the SMAST update ---2011 to 2015 --- has an average deficit of 2.8 inches. The bases for the TWMP and Watershed Permit are 1.3 inches of deficit for Brewster, Chatham, and Orleans, and 4.8 inches for Harwich,.) The June, July and August of 2021 were very dry, but there was over 5 inches of rainfall in September. For all of 2021, the four towns together billed for nearly 1.9 billion gallons in town -wide water use, about 10% less than 2020. Average per --service residential use in 2021 was 166 gpd, about 9% lower than 2020. (It should be noted that Chatham's water use in 2021 was affected by a summer watering ban.) The impacts of the Covid-19 Pandemic are reflected in the 2020 and 2021 per -service commercial water use, which was 25% below commercial usage typical of 2014 to 2018. STATUS OF NITROGEN REMOVAL ACTIVITIES AND ESTIMATES OF REMOVALS TO DATE The 2006 and 2010 MEPISMAST reports estimated that a load removal of 17,717 kg/yr is needed to restore water quality in Pleasant Bay. In the Watershed Permit implementation table, Table 1, the four towns have committed to a total load removal of 4,914 kg/yr in the first 5 years of the permit. Table 3 summarizes the nitrogen removals accomplished to date for each town. Watershed - wide, the four towns removed 1,769 kg/yr prior to the Watershed Permit issuance. In the first four years of the Watershed Permit, the single largest nitrogen removal project was a portion of Harwich's sewer program accounting for 1,598 kg/yr of removal. In addition: • Orleans removed 84 kg/yr in the Lonnie's Pond shellfish harvesting demonstration; ■ Chatham facilitated the Harwich sewer project with the connection of the Harwich sewers to the Chatham system; ■ Chatham accomplished 400 kg/yr of removal though sewer construction in the Muddy Creek and Frostfish Creek sub -watersheds; and • Harwich enacted a residential fertilizer control regulation with an associated credit of 200 kg/yr. Pleasant Bay Alliance —2022 Annual Report for Watershed Permit — July 27, 2022 Page 6 of 32 k un, § \ � CIP q }§§ )) �I �� Ra §@ \ 2 § §� QlE §� ±� § a § 'T, ) ) \ § ��2 ] m—$ m§ c �� I~ I/ j§ t t§ 2 2§ ! 2 ¥ 2) _ 72� 2 . $ � \\ u M = k � r « \ 7 e a\ ) \ A / \ ] / / § k to m J 4 J a ) # - k { \ } ) $ \k ƒ n § a / &§) E # ` ƒ u \j \ \2 � \ / \ § § § k b 2 $ ' 2. k , / ) ■ \ � m\ 0 k 5 cn &� & a a moo* e �I �� Ra §@ j� §� QlE e¢ ±� 'T, f/p ��2 mak§ m—$ m§ c �� I~ I/ j§ t t§ 2 2§ © o 2) 2#a 72� 2 z � � § \ k Compared to the long-term target load removal of 1.7,717 kg/yr, the overall status of TMDL compliance Is: Load removed prior to Watershed Permit issuance: 10.0% (1,769 kg/yr) Additional load removed through FY 2022: 12.9% (2,2 ! kg/yr) Total load removed through FY 2022 22.9% (4,051 kg/yr) Targeted load removal through FY 2023 27.7% (4,914 kg/yr) The load removal through 2022 is 485 kg/yr higher than that documented in the 2021 Annual Report, due to the additional sewering in Harwich and Chatham, and increased removal in the Orleans shellfish demonstration. As discussed below, significant changes in the estimated attenuation in the upper Muddy Creek watershed may result in revisions to the Harwich sewering program, and Harwich has deferred further sewering until its nitrogen removal needs are clarified. Past annual reports have projected that the Year -5 target would be met, on the strength of the next phase of the Harwich sewer project. Much more should be known on the nitrogen removal needs for Muddy Creek in the upcoming year, but not in time for Harwich to move ahead with a new (adjusted) sewer phase. Thus, the current projected load removal at Year 5 is 85% of the original target. Figure 1 illustrates the progress to date and shows the importance of Harwich's sewering project to date. nd Figure 1 Pleasant Bay Nitrogen Removal Progress 5,000 5.000 4.914 Target 4.000 3,000 2,000 1.000 4.183 Prior to Up to Up to Aug 2018 Aug 2022 Aug 2023 - Watershed -wide Nitrogen Removal, kg/yr ® Nitrogen Removal in Harwich Phase 2 Sewer$, kg/yr Pleasant Bay Alliance —2022 Annual Report for Watershed Permit — July 27, 2022 Page 8 of 32 The next phase of the Harwich project was expected to remove over 1,200 kg/yr, an amount that would allow the current 5 -year target of 4,914 kg/yr to be met. However, it is expected that that 5 -year goal may be modified as a result of the studies to be complete by the end of Year 5. Individual town performance toward the 2023 goal is listed in Table 3 and summarized as follows: Brewster: With residential and golf course fertilizer controls in place at the time of Watershed Permit issuance, Brewster had already accomplished its share of the 2023 watershed -wide goal. Additional reductions in fertilizer use on fairways and roughs at the Captains Golf Course are planned for 2022 and the estimate of nitrogen removal via fertigation is being refined. Chatham: Its existing residential fertilizer control ordinance addressed all of Chatham's goal for the first 5 years of the permit. In constructing the connection with Harwich, and addressing neighborhoods in the Frostfish Creek area, Chatham has provided sewer service to about 150 homes in the Muddy Creek and Frostfish Creek subwatersheds, accomplishing another 400 kg/yr, allowing it to exceed its 2023 goal. Harwich: To accomplish its share of the required nitrogen removal, Harwich needed to enact a residential fertilizer controls ordinance and completes Phase 2 of its proposed sewer system (East Harwich). On January 22, 2021, the Harwich Board of Health adopted the Town of Harwich Fertilizer and Nutrient Control Regulation. Harwich has now completed the first two contracts of its Phase 2 sewer construction and is taking advantage of its agreement with Chatham to receive the wastewater collected from the Pleasant Bay Watershed. Contracts 1 and 2 provide sewer service to about 500 parcels in the Muddy Creek ([Upper and Lower), Mill Pond, and Muddy Creels Well sub - watersheds; these sewers provide for 1,598 kg/yr nitrogen removal. Orleans: Through its residential fertilizer control ordinance and the Lonnie's Pond shellfish harvesting demonstration, Orleans has addressed about 60% of its 2023 target. The remainder has been expected to be achieved through additional shellfish harvesting in Lonnie's Pond or at new sites. Nitrogen removal progress reported in Table 3 and Figure 1 is based on prior estimates of natural attenuation, as established in 2006 and 2010. Based on recent updates in these attenuation estimates, it would appear that Harwich and Chatham may have gained more credit for their plans than previously thought, and the effects on Brewster are unclear. However, if these better estimates of attenuation had been known previously, different thresholds and removal requirements may have been established. The Alliance has developed a plan to re- assess watershed thresholds and load removal requirements. That new information will be available in late 2022, and will allow revisions in the nitrogen removal credits reported herein. These credit revisions will be reported in the 2023 annual report, They are very important to inform possible changes in town plans, particularly in Harwich. Pleasant Bay Alliance —2022 Annual Report for Watershed Permit — July 27, 2022 Page 9 of 32 PERFORMANCE OF SPECIFIC NITROGEN REMOVAL TECHNOLOGIES Each town's plan is based on a set of nitrogen removal technologies. The nitrogen removal associated with each technology is determined by a few key parameters, as outlined in the appendices to the TWMP. Findings to date are reported below. Monitoring and reporting these key factors are an important part of the towns' adaptive management programs. Shellfish Harvesting Orleans is evaluating the regulatory, ecosystem, and private business issues of using aquaculture to remove nitrogen and improve water quality. Issues have included size and age of oysters, their marketability, the nitrogen removal in shell and flesh, nitrogen removal rates, sediment denitrification, scalability and transferability to other sites, and overall water quality impacts. After three years of using a pilot project in Lonnie's Pond to identify and evaluate these parameters, the Town contracted with an aquaculture firm to move this effort to the next step. Monitoring has shown that approximately 0.67% of oyster harvest weight is nitrogen (combined shell/flesh). The Town documented 60 kg of nitrogen removal in 2019, 93 kg in 2020, and 98 kg in 2021. The three-year average removal is 84 kg/yr. The program was modified in 2020 to improve nitrogen removal, and the average removal since then has been 96 kg/yr. On-going monitoring will quantify the nitrogen removal and water quality improvements, as well as continuing to develop information on denitrification in the sediments below the aquaculture beds. Based on 2021 monitoring, the additional nitrogen removal through denitrification was at least 5 kg and perhaps twice as much. Further discussions are necessary with DEP to' determine the amount of that removal that can be applied to the overall goals. Technical assistance to the Lonnie's Pond project was partially supported by the funding from EPA's Southern New England Program (SNEP). The total nitrogen removal requirement for Lonnie's Pond is 286 kg/yr (272 kg/yr from Orleans and 14 kg/yr from Brewster). If the 2020-2021 performance continues, the shellfish harvesting project will accomplish about one --third of Orleans's responsibility in this sub- embayment. Public Sewering For determining nitrogen removal credits for sewering projects in Chatham and Harwich, the operative variables are the measured water use at a given home or business, the estimated 10% consumptive use (water used outside the building that does not become wastewater), and the 26.25-mg/l estimate of septic system impact on the embayment (adjusted for natural attenuation). No adjustment is needed for the nitrogen in the Chatham treatment plant effluent, since the discharge location is outside the Pleasant Bay watershed. Harwich has measured the water use at homes and businesses in East Harwich within the Phase 2 sewer service area to be able to compute the nitrogen load removed from the watershed. Pleasant Bay Alliance —2022 Annual Report for Watershed Permit— duly 27, 2022 Page 10 of 32 Construction activities under Phase 2 (Contracts 1 and 2) in East Harwich continued throughout 2021, making the public sewer system available to 498 parcels in the Upper and Lower Muddy Creek watersheds. Annual water use data from 2013 to 2019 were used to compute the anticipated unattenuated N load removal in both the Upper and Lower Muddy Creek subwatersheds. The Upper Muddy Creek sub -watershed includes 346 parcels generating an average wastewater flow of 72,200 gpd which results in an unattenuated N load removal of 2,608 kg/yr. The Lower Muddy Creek sub -watershed includes 152 parcels generating an average wastewater flow of 24,300 gpd resulting in an unattenuated N load removal of 879 kg/yr. Overall, these estimates translate to an average wastewater flow of 194 gpd per parcel and an average nitrogen removal of 7.0 kg/yr per parcel. These estimates will be reconciled with load removal estimates in the recent SMAST model update. A wastewater flow measuring device exists at the Harwich connection point into the Chatham sewer system.. Flow measurement can be used as a check against the computation above, once adjusted for infiltration/inflow and the nitrogen removal that would have occurred in the abandoned septic system. A sensitivity analysis has been discussed for the future MEP modeling to address how several key input variables might change the estimated septic load and the overall watershed load. Those input variables include the 26.25-mgll recharge concentration and the assumed consumptive use. Prior estimates of attenuated nitrogen removal via East Harwich sewering were based on the SMAST's 2010 estimate of 57% attenuation in Upper Muddy Creels and 2% in Lower Muddy Creek. The 2021 model update by SMAST uses better attenuation estimates (10% and zero, respectively). Since the attenuation is now thought to be lower, Harwich's sewer program in these sub -watersheds will actually remove significantly more attenuated nitrogen load than first thought. With the prior attenuation estimates, Harwich's attenuated load removal is 1,598 kg/yr, compared with 3,205 kg/yr with the new estimates. See discussion above in the report section Status of Nitrogen Removal Activities and Estimates of Removals to Date. On -Site Denitrification For estimating nitrogen removal credits, the key variables are the measured water use at a given home or business, the estimated consumptive use (water used outside the building that does not become wastewater), and the effluent concentration compared to the 26.25-mgll estimate of septic system impact on the embayment (adjusted for natural attenuation). Research conducted under the SNEP grant on behalf of Brewster has determined that on-site denitrification systems would need to produce an effluent nitrogen concentration no greater than 12 mgll to achieve the TMDL for the major subwatersheds in the Town. For systems that could potentially be used in Brewster, this indicates a potential removal credit of 14.25 mg/l. Pleasant Bay Alliance —2022 Annual Report for Watershed Permit — July 27, 2022 Page 11 of 32 As discussed in the 2021 annual report, the Barnstable County Department of Health and Environment completed an analysis of performance data for more than 15 proprietary treatment systems in use across the US as of 2020. That analysis found no system with general approval in Massachusetts able to reliably reach the 12-mgll goal established by Brewster. Since then, Brewster has been reviewing data from an ongoing study of the NitROE technology being tested in the Shubaels Pond watershed in Marstons Mill, through a project led by the Barnstable Clean Water Coalition, The NitROE system has provisional approval from DEP for an effluent nitrogen concentration of 11 mg/L. Data from the Shubaels study are showing that the system has been able to produce an effluent with a nitrogen concentration at or below 11 mg/l. Based on the outcomes of the golf course projects discussed below, Brewster will continue to monitor the data from the Shubaels Pond program; the use of on-site denitrification systems could still be useful, depending on their performance and their installation and ongoing maintenance costs. Captain's Golf Course Fertilizer Reduction MEP modeling established baseline conditions for calculating golf course fertilizer impacts, including application rates and nitrogen leaching. Nitrogen removals from that baseline are computed based on the reduction in applied nitrogen and the assumed 20% fertilizer leaching rate. Brewster previously documented the 930-kg/yr removal already taken by Brewster for fertilizer reductions at the Captain's Golf Course that occurred before issuance of the Watershed Permit. In 2020, Brewster conducted further studies that indicate fertilizer applications could be reduced by lowering the amounts applied to golf course fairways and roughs and switching from granular fertilizers to sprayed fertilizers during the spring and summer that have lower nitrogen application rates and are applied in a manner that promotes uptake by the golf course turf. This is followed by one granular application in the fall. The new practices were initiated in the fall of 2020 and continued throughout all of 2021. In 2020, the nitrogen loading rate to the golf course fairways was reduced from 3.0 lb/1,000 sq.ft. to 2.75 1611,000 sq. ft. In 2021, the fairway loading rate was reduced fiuther to 1.9 lb/1,000 sq. ft. In addition, the fertilizer application to the golf course rough areas was lowered from 2.0 lb/1,000 sq. ft to 1.0 lb/1,000 sq. ft. Overall, the nitrogen applied to the golf course (factoring in the 20% leaching rate) was 157 kg/yr lower in 2020 than in 2019, and 433 kg/year lower in 2021 than in 2020. The fertilization practices used in the last two years are continuing in 2022. At the end of 2022 it will be possible to better quantity the average annual reduction in fertilizer applications that can be taken as a credit in the watershed permit. There will likely be some variation from one year to the next and that will have to be considered as a credit is established. Brewster's long-term credit for nitrogen removal at Captains depends on documented reductions in fertilizer use, the data generated from the ongoing fertilizer leaching rate study, and refined estimates of downgradient natural attenuation in the Tar Kiln subwatershed. The prior credit of 930 kg/yr is based on the 2006 estimate that no downgradient attenuation Pleasant Bay Alliance —2022 Annual Report for Watershed Permit -- July 27, 2022 Page 12 of 32 occurred, but the recent SMAST model update uses a more current attenuation estimate of 60% in the Tar Kiln sub --watershed. Brewster is worlcing with the Pleasant Bay Alliance to quantity the impact of this new attenuation number, including how it impacts the value of the nitrogen reductions taking place at the golf course as well as how it affects the load from existing developed properties in this subwatershed. Captain's Golf Course Fertigation To estimate the nitrogen removal credit for fertigation, the key variables are the annual volume of groundwater withdrawn for golf course irrigation, the average nitrogen concentration of that groundwater and the nitrogen leaching rate. Brewster originally estimated that an annual load reduction of 230 kg was accomplished with this approach and that figure is included in the Watershed Permit as having occurred prior to permit issuance. Brewster has compiled the following data to update that original estimate: 2018: 44.429 million gallons pumped @ 2.1 mg/l: 282 kg/yr removed ■ 2019: 41.999 million gallons pumped @ 2.3 mg/l: 293 kg/yr removed ■ 2020: 50.866 million gallons pumped— no nitrogen sampling conducted 2021: 40.146 million gallons pumped @ 3.4 mg/l: 413 kg/yr removed. Due to an oversight, the irrigation well was not sampled for total nitrogen in 2020, but testing was conducted in 2021. Water use in 2021 was lower than the prior years but the nitrogen concentration was slightly higher. Given the data from 2018, 2019 and 2021, an average of 329 kg/year of nitrogen was removed by the irrigation well on an annual basis. This takes into account a 20% leaching rate for nitrogen in the irrigation water applied onto the course that is assumed to reenter groundwater flowing towards Pleasant Bay. This three --year average represents a 99-kg/yr increase over the original credit of 230 kg/yr. Brewster has committed to review nitrogen data from monitoring wells at and around the golf course to reconcile an apparent increase in nitrogen concentrations after many years of reduced fertilizer use and several years of fertigation. It is likely that this phenomenon is related to the uptake of nitrogen in the golf course turf and subsoil since the construction of the course. Once saturation in the soil layer is reached, then more nitrogen will migrate down to the water table. A summary of this evaluation is expected to be available in the 2023 Annual Report. Permeable Reactive Barriers PRB performance is determined by the groundwater nitrogen load entering and leaving the reactor, as measured from multiple monitoring wells. Orleans has installed a PRB at the Nauset Middle School (located in the Town Cove watershed) and has monitored its performance through an on-going demonstration project; preliminary performance has indicated total nitrogen concentrations of 1 to 2 mgll on the downgradient side of the PRB. Additional monitoring is necessary to resolve other related issues, such as Pleasant Bay Alliance —2022 Annual Report for Watershed Permit — July 27, 2022 Page 13 of 32 quantification of overall nitrogen removal, predominant groundwater flow directions, and the portion of wastewater nitrogen flowing through the PRB. Orleans has established a long-term target removal of 80% as the trigger for the renewal of the injected carbon source. Based on the success of the Middle School demonstration project, the Town has conducted further investigation into feasible PRB installations in the Pleasant Bay watershed. Fourteen possible locations have been identified, with a potential nitrogen, removal of over 2,000 kg/yr. Thirteen of these locations have been recommended for further evaluation. The Town was successful in having these PRBs placed on the DEP 2022 Intended Use Plan for possible funding. An implementation schedule has not yet been established. WATER QUALITY MONITORING DATA AND HABITAT ASSESSMENTS Embayrnent Monitoring The focuses of Ongoing monitoring programs are: ■ Water column nitrogen and dissolved oxygen. The Alliance's Water Quality Monitoring Program is currently conducting its 23rd monitoring season in 2022. Monitoring occurs at approximately 24 stations selected to track TMDL compliance. A DEP approved Quality Assurance Project Plan (QAPP) is in place and includes the following parameters: nitrogen (DON, PON, DIN, TON, TN), oxygen, temperature, salinity, and phytoplankton pigments. Sample collection Occurs five times annually from July through September. Water samples are analyzed by the Coastal Systems Analytical Facility at the UMass Dartmouth School for Marine Science and Technology (SMAST) and results are reported to the Alliance. The Alliance issues periodic reports reviewing the sampling results and conducts in --depth statistical trend assessments. The most recent statistical trend assessment was further evaluated by SMAST to recommend assessment improvements to better address ecological and regulatory implications. The Alliance monitoring program is funded annually by the towns and will continue. The most current report on statistical trends in water quality data is the Cadmus Group report, July 2015 (Pleasant Bay Alliance Water Quality Monitoring Program: Statistical Analysis of 2000-2014 Water Quality Monitoring Data). Water quality data are being further reviewed as part of the updating of the SMAST linked model as funded by a grant from SNEP. Subsequent to this model update, the Alliance plans to resume updating of the statistical trend assessment. Alliance -generated water quality data for the period. 2015 to 2019 were used by SMAST in its 2021 update of the linked watershed-embayment model. ■ Eelgrass coverage and vitality: Eelgrass coverage is a key parameter for TMDL compliance. The Alliance and its member communities have utilized eelgrass surveys conducted by the MassDEP Eelgrass Mapping Project. The project conducted mapping Pleasant Bay Alliance —2022 Annual Report for Watershed Permit — July 27, 2022 Page 14 of 32 using aerial imagery and field verification. methods. Data are available for the following years: 1994, 2001, 2006, 2010, 2012 and 2019. The MassDEP reports for 1994 to 2012 can be found at: ht s:lldocs.di ital.mass. ovldatasetlmass is-data-massde -eel ass -ma in -- pro1ect? za=2.170582688.1209219591.1560872870-1878295305.155775915.2 The 2019 report is not yet available at this site. The Alliance will work with the MassDEP and others to identify the schedule and extent of future mapping needed to effectively monitor future changes in Pleasant Bay eelgrass beds and to gauge restoration needs. An analysis of eelgrass coverage from 1951 to 2019 is presented in the 2021 SMAST update of the linked watershed--embayment model. Benthic infauna health and diversity — The diversity and species in the sediment animal population is a key indicator of ecosystem health in Pleasant Bay. As part of the integrated MEP assessment, quantitative sediment sampling for benthic animals was completed at 34 locations throughout the Bay and this information was compared with water quality and eelgrass measurements. This information was utilized in the characterization of ecosystem health and the development of Pleasant Bay TMDLs. In 2008, as park of the Muddy Creek inlet improvement plan, SMAST conducted an updated assessment of benthic infauna at six locations. In 2014, the Center for Coastal Studies (CCS) collected benthic infauna samples at all MEP locations except Muddy Creek. (The samples were collected at a different time of year, using different protocols from prior MEP work.) This effort was undertaken in concert with a benthic mapping project for the Cape Cod National Seashore. The results of this CCS study are provided in a report entitled Below the Surface of the Bay, Marine Ecosystem Assessment of Pleasant Bay, Cape Cod, MA, and is available at: haps: ffopb.wildapricot.orglresourceslDocumentslF'CRVIFoPB- Below%20the%20 ur ace -CLEAN. d The SNEP -funded SMAST 2021 model update was based on assessments of water quality and eelgrass and includes the appropriate benthic infauna data needed for assessing ecological health in Pleasant Bay. Project -Specific Monitoring Monitoring programs related to mitigation measures for specific projects are: Orleans worked with SMAST to develop a management plan and monitoring program for an oyster growing pilot project in Lonnie's Pond. Orleans' latest Pleasant Bay Alliance —2022 Annual Report for Watershed Permit — July 27, 2022 Page 15 of 32 reporting of monitoring data related to the first two years of the Lonnie's Pond oyster growing project is contained in an SMAST report dated February 26, 2022. Brewster agreed to monitor groundwater irrigation water quality at the Captains Golf Course and to evaluate the ongoing reductions from fertilizer management at the golf course. This includes a two-year study to confirm the leaching rate for nitrogen applied in fertilizers at the course. Funding for this study was approved in May 2021, and the proj ect is currently beginning with the installation of monitoring wells and pan lysimeters to measure nitrogen in water leaching through the golf course turf. Chatham and Harwich are undertaking bacterial and nitrogen -related water quality monitoring and vegetation monitoring to evaluate changes in water quality resulting from the Muddy Creels Restoration Bridge Project. The first Muddy Creek comprehensive monitoring report, and a vegetation monitoring report, are available at ht :11 leasantba .or I ra ams -and- ro'ectslwetlands- rotectionlmudd -creek- restorationlmudd -creek restoration-rnonitorin -results. Copies of Alliance -sponsored reports are available on the PBA website, www.pleasantbay.org. CAPITAL COMMITMENTS AND EXPENDITURES The four towns' financial commitments and intentions are summarized in Table 4. The high points are as,follow: Brewster Since 2011 Brewster has invested approximately $1,200,000 in the development and implementation of the Town's Integrated Water Resource Management Plan (IWRMP). The IWRMP evaluates all the water resources in town, including management of the nitrogen load to Pleasant Bay from Brewster's portion of the watershed. The funding includes the golf course leaching rate study approved in May 2021 for $140,000 that is currently underway. The results of this study will help guide what additional nitrogen removals will be needed using either onsite denitrification systems or a neighborhood wastewater treatment plant. At that point funding for additional steps needed to meet the permit obligations will be requested. Brewster is also developing a preliminary concept plan for a traditional neighborhood wastewater treatment facility as required under the watershed permit. Over the next few years this plan will be updated once more information is developed at the golf course and a better estimate of the facility's size can be developed. Pleasant Say Alliance —2422 Annual Report for Watershed Permit -- duly 27, 2022 Page 16 of 32 Q Ib m LA 6 a ail BE i!} m rd 47 rJ U3 u5 C7 nl Q ev 1 r- .9 O bn �1 CL ro r u OL `�"" E - 6 E @ �{� m LO G CL 5dll di � v 97v u i w0 a 4. LnLn V3, V) V) N N N V) }. UY }+ 'L m rz q)SEC t9 O d Q m de 4 M C y 'LP G Lh-L � uI 0 G) 04 *"I Cf V? CY Lr} d to a d Vl 12 Ln Ln C3 H MF Ll a *-+ a "° o LL CL D CL OL Rl m v a� ti vo _0 "n'1 _0 G 4 CL 4 N CL 2 _0 di aA, al Ck 0, a�., ry' +4a IIJ k ai Q rLA d X v CL °d m a O la CL C C C C� 'P G« N u u 0 The option of using this traditional facility to manage future nitrogen loads under buildout will be considered and will be evaluated in context with the onsite denitrification option recognizing that new information on these systems' performance will likely be available at the five-year point in the watershed permit. Chatham The Town of Chatham has an approved CWMP that partitioned the Town into two phases; Phase 1 includes areas to be sewered to achieve TMDL compliance in all Chatham watersheds (including Pleasant Bay), and Phase 2 calls for sewering of the remainder of the Town not needed to meet TMDLs. To date, the Town has appropriated over $140 million dollars toward these goals, and most recently appropriated approximately $4.5 million to address areas targeting the Pleasant Bay watershed, including storrnwater improvements to the Frostfish Creek subwatershed. The Chatham -Harwich Regionalization Connection Project is complete. This serves as the connection for East Harwich wastewater to be conveyed to the Chatham Water Pollution Control Facility for treatment, in addition to serving 60 properties within the Muddy Creek sub -watershed of Pleasant Bay. The Phase I C 3&4 project that includes a neighborhood in the Frostfish Creels subwatershed is also complete, as is the Phase IE Stony Hill/Crowell Road Infrastructure Improvements Project. The Town also has other sewer projects in design or construction- Phase ID -2: Route 137 — Morton Road Sewer Extension Project began construction in June of 2022. The Phase 1D-2 project will sewer 30 properties within sub -watersheds to Pleasant Bay (whereas the bulk of this project addresses the Town's southern facing estuaries). The Town is also proceeding with the Crowell Road Phase 2 Stormwater Improvements project that will continue to address stormwater needs of Frost Fish Creek and will include a portion of dry sewer that eventually will serve adjacent neighborhoods in both Pleasant Bay and Stage Harbor watersheds. Harwich The Town of Harwich has an approved Comprehensive Wastewater Management Plan (CWMP) that calls for sewering large sections of the Pleasant Bay watershed located in East Harwich. Implementation of Phase 2 of the CWMP is nearing completion and was funded by a 2018 Town Meeting appropriation of $22.45 million. The Phase 2 construction included two contracts and serves 440 parcels in the Upper and Lower Muddy Creek sub -watersheds. Due to field modifications that occurred during construction, the Town was able reduce the total project cost allowing for the execution of a change order in the amount of $1.5 million which resulted in the inclusion of an additional 57 parcels for a total of 497 parcels served by Phase 2. Harwich was successful in obtaining a state revolving fund (SRF) loan at a 0% interest due to its nitrogen removal efforts as well as regional cooperation with Chatham. At the Special Town Meeting in Fall of 2021 Harwich funded two wastewater -related articles related to the Pleasant Bay watershed, including revisions to the CWMP in the amount of Pleasant Bay Alliance —2022 Annual Report for Watershed Penxiit — July 27, 2022 Page 18 of 32 $250,000, and $2.1 million to complete the design of the Phase 3 collections system within the Pleasant Bay and Round Cove sub -watersheds. Both projects are now underway, and the Town intends to submit project applications for the SRF Intended Use Plan this year with construction anticipated to begin late 2023 or early 2024. In addition to the Special Town Meeting appropriations, the Town also recently signed a contract to conduct effluent recharge investigations in the amount of $60,000. Fall town meeting also approved $200,000 for the Route 28 sewer design outside the Pleasant Bay watershed. As revisions to the CWMP are ongoing, the Town maintains its effort to find a regional solution for wastewater generated outside the Pleasant Bay watershed. With the prospect of the Dennis -Harwich -Yarmouth Clean Waters Partnership now off the table, Harwich has engaged in preliminary discussions with the Town of Dennis who recently appropriated over $7 million to design a wastewater treatment plant. Orleans Prior to the Watershed Permit issuance, Orleans spent $3.4M on the design and installation of downtown sewers in the area of a Mass DOT construction project to avoid a road opening prohibition. Another $2.7M was spent in the design of a new WWTF. At the 2019 and 2020 Annual Town Meetings, voters approved a total of $59.1M for the construction of downtown sewers and the wastewater- treatment plant. Construction began in September 2020. While these expenditures do not immediately accrue to the benefit of Pleasant Bay, they are part of the infrastructure that will eventually serve portions of Orleans in the Pleasant Bay watershed. In May 2021, the Town Meeting authorized $658,000 for final design of sewers in the Meetinghouse Pond sub-embayment of the Pleasant Bay system. That design was completed in FY 2022. The May 9, 2022 Annual Town meeting authorized $32.9 million, enabling the construction to begin in FY 2023. Upon completion in FY 2025, septic nitrogen from households in the Meetinghouse Pond sub -watershed would be removed fiorn this area and treated/disposed outside the Pleasant Bay watershed, at the WWTF mentioned above. The goal is the removal of an annual load of 2,015 kg, or about 30% of Orleans' share of the TMDLs. Under the current plan, those removals would begin in the second 5 -year segment of the Implementation Schedule, consistent with the Watershed Permit. Orleans has continued with its shellfish harvesting demonstration project in Lonnie's Pond. The Town has established an initial nitrogen removal target of 75 kg/yr through the Lonnie's Pond Management Plan. The Plan is implemented through an aquaculture contractor and a monitoring contractor. Ward Aquafarms of Buzzards Bay was selected as the aquaculture contractor, while SMAST was selected as the monitoring contractor. The Plan provides the option to place 5.5 million small oysters or 2.1 million larger oysters in the Pond to achieve the nitrogen removal target. The oysters are grown for the summer and removed by the end of the growing season in the same year. Oysters are then grown to market size in another location. In 2020, 2021 and 2022, the demonstration project removed an average of 84 kg/yr of nitrogen from the Pleasant Bay Watershed. This represents about 3% of the Town's overall goal for multiple shellfish harvesting operations in the Pleasant Bay watershed. The Watershed Pleasant Bay Alliance 2022 Annual Report for Watershed Perrnit — July 27, 2022 Page 19 of 32 Permit's Implementation Schedule calls for 272 kg/yr removal in place by the end of FY 2023, which translates to three other harvesting areas of comparable size to the Lonnie's Pond operation. Results of the Lonnie's Pond demonstration are being considered in upcoming revisions to Orleans' plans. Based on the results of a successful PRB demonstration at the Middle School, Orleans is now planning to add this technology to its plan, and its 5 -yr CIP includes $7.8 million in FY 2021 for constructing one or more PRBs in the Pleasant Bay Watershed. The Orleans Amended CWMP is in draft farm and the Town plans to complete it before the end of FY 2023, consistent with the Implementation Schedule. The Town is involved in ongoing evaluations as pari of its adaptive management strategy that includes shellfish harvesting, PRBs, and other non-traditional nitrogen removal technologies. Refinements of the Orleans plan are expected to be available in the upcoming year and will be reported in the 2023 annual report. (The Commission has requested annual documentation of each town's ability to support the level of funding that is proposed, as well as the financial impact on users. That request will be addressed in subsequent annual reports.) PROGRESS IN NUN -STRUCTURAL AND NON-SEWERING OPTIONS Non-structural options include such techniques as residential lawn fertilizer controls, land set - asides, rezoning, etc. Non-sewering approaches include on -lot denitrification, inlet widening, etc, Progress through. FY 2022 includes: Brewster Brewster initiated a fertilizer leaching rate study at Captains Golf Course in 2021. Six lysimeters and six monitoring wells were installed below the fairways at the golf course. Quarterly sampling of water captured in the lysimeters and water fa-om the monitoring wells began in November 2021, with additional samples taken in March 2022 and June 2022. An interim report on the study will be prepared in the fall of 2022 after- one year's worth of samples have been collected and analyzed. At the November 2021 Town Meeting, the Town adopted a town -wide stormwater management bylaw that requires a permit for any project disturbing over 10,000 square feet of land or creating more than 500 square feet of impervious cover. The bylaw requires the utilization of best management practices for stormwater to minimize nutrient inputs to groundwater and surface waters. An update to the Town's Water Quality Review Bylaw was also approved, clarifying the methods to calculate nitrogen loading and meet the 5-mgl1 nitrogen performance standard for new development and redevelopment projects in the Pleasant Bay watershed. Subsequently, the Board of Health adopted a new regulation providing the requirements for developing nitrogen loading calculations to comply with the Water Quality Review Bylaw. Pleasant Bay Alliance —2022 Annual Report. for Watershed Permit — July 27, 2022 Page 20 of 32 Since 2008, the Town, along with the Brewster Conservation Trust, has permanently preserved approximately 250 acres of open space in the Pleasant Bay watershed, removing land from development that would impact the buildout nitrogen load to the Bay. Preserving this land reduces the impact of buildout development on the future nitrogen load to Pleasant Bay. Chatham Chatham continues to investigate opportunities to address stormwater infrastructure improvements throughout the town as part of its MS4 program. The Town adopted its Fertilizer Regulation in November 2014 and continues to support and enforce these requirements. The Town, in cooperation with Harwich, completed construction of the Muddy Creek Bridge several years ago. The two towns in coordination with the Pleasant Bay Alliance are monitoring the success of that project. The project changed out small culverts which limited flow with a clear span bridge to allow for increased tidal flow during each tide cycle. Chatham completed purchase of 4.17 acres of open space on the shore of Goose Pond within the Pleasant Bay Watershed. The Town is cooperating with the Chatham Conservation Foundation (a private land conservation organization), MassDOT, USDA Natural Resource Conservation Service (NRCS) and Massachusetts Division of Ecological Restoration (DER) to evaluate alternatives to under -sized culverts where Rt. 28 crosses Frost Fish Creek. Chatham is also working with MassDOT and NRCS on a new (enlarged) culvert where the herring run from Lovers Lake discharges to Ryders Cove. Harwich In 2016, the Town, in cooperation with the Town of Chatham, removed an earthen dike and culvert structure that blocked tidal flow between Muddy Creek and Pleasant Bay, and replaced it with a new Muddy Creek Bridge. The two towns in coordination with the Pleasant Bay Alliance are monitoring the success of that project. As a result of the project, tide range in Muddy Creek has increased and is nearly the same as for the main basin of Pleasant Bay. The Harwich Board of Health adopted its Fertilizer and Nutrient Control Regulation in January 2021 to provide a regulatory framework that results in reducing nutrient loadings from the application of fertilizers. In October 2021, the Town was advised that the Attorney General determined that Chapter 262 of the Acts of 2012 preempts local regulation of fertilizer application, as such the Board of Health rescinded the regulations and adopted Town of Harwich Fertilizer Policy Guidelines for Nutrient Control in February 2022. The Town of Harwich, working through its Board of Selectmen and its Conservation Commission, works closely with Harwich Conservation Trust to purchase property or obtain Pleasant Bay Alliance —2022 Annual Report for Watershed Permit — July 27, 2022 Page 21 of 32 the necessary conservation restrictions to protect environmental resources throughout the town. Over the past fifteen years this partnership has led to the purchase of the 43 --acre Monomoy River Woodlands and the 49 -acre Pleasant Bay Woodlands properties in the Pleasant Bay watershed. More recently this partnership led to the protection of the 17 -acre Marini property adjacent to Muddy Creels in the Pleasant Bay Watershed. Orleans In 2020, the Town Meeting voted to acquire a 2.6 -acre parcel fronting Arey's Pond, preventing development of the parcel. There are no current zoning changes anticipated in the Pleasant Bay watershed, although 2017 rezoning in the downtown area is expected to help concentrate growth there, outside the Pleasant Bay watershed. The Town, in conjunction with the Orleans Conservation Trust, has purchased two existing homes in the Pleasant Bay watershed and modified the parcels to eliminate future septic loads there. Orleans continues to make improvements to its stormwater system, and is in compliance with its MS4 stormwater permit. GROWTH IN NITROGEN LOAD Growth in the watershed nitrogen load, to the extent not already accounted for in a town's plan, represents both a financial burden and the need to expand/modify the plan. Growth is defined as increased nitrogen load since the baseline years that are part of the 2006 MEP report and the 2010 update related Harwich water use. Those baseline years are: Brew ter: 2002 to 2004 Chatham: 2002 to 2003 Harwich: 2004 to 2007 (updated from 2004 in MEP -2006 report) Orleans: 2002 to 2003 A broad assessment of growth trends is possible through analysis of the water use data described above and in Table 2. That assessment will be included in later -years' annual reports once watershed -specific data are available. Reporting by SMAST, under the SNEP-funded update of watershed nitrogen loads, indicates an approximate 3.5% increase in watershed -wide un -attenuated load between the 2010 SMAST report (data mid -point of 2003), and the 2011 -to -2015 basis for the 2021 update (data mid -point of 2013). The associated increase in attenuated load is approximately 5.7% over the 10 -year period. The increase in attenuated load reflects both the increase in un -attenuated load and revised estimates of attenuation that are, in the aggregate, less than 2010 estimates. In their CWMPs or other planning studies, the towns have projected nitrogen loads out to either build -out or to an earlier planning horizon. Those projections are for a 27% increase in nitrogen load watershed -wide, with individual town projections ranging from 19% to 41%. The towns have not clearly laid out their plans for accommodating the growth in load that has already 11 Pleasant Bay Alliance —2022 Annual Report for Watershed Permit — July 27, 2022 Page 22 of 32 occurred (2003 to 2013) or the further growth anticipated through their planning horizons. Accommodating growth in watershed loads is an important task that the towns must address. Accordingly, funds from the 2020 SNEP grant are being used to update towns' growth projections and to predict the impacts of that growth on receiving water quality. MODELING OF WATERSHED LOADS AND EMI3AYMENT WATER QUALITY The SMAST/MEP technical report on Pleasant Bay was completed in 2006 and was supplemented with further analysis in 2010. That report formed the basis for the Pleasant Bay TMDLs, and with the updated information allowed the establishment of the nitrogen load removal requirements of each by towns. With funding from the 2018 EPA SNEP grant, the Alliance has overseen the updating of the watershed loads and a remodeling of receiving water quality under current hydrodynamic conditions. This effort has allowed the input of additional water quality and consideration of habitat data accumulated since the early 2000s. This remodeling was completed in June 2021 and is summarized in the SMAST report Linked Watershed-Embayment Model to Determine Critical Nitrogen. Loading Thresholds for the Pleasant Bay System, gleans, Chatham. and Harwich, Massachusetts. The 2021 SMAST study updated all the key components of the Pleasant Bay MEP assessment including: ■ An update of watershed water -use and nitrogen loads • Updating nitrogen recycling from Bay sediments ■ Assessment of status of eelgrass habitat based on MassDEP surveys • Revised estimates of attenuation of two sub -basins (Muddy Creek and Tar Kiln Stream/Salt Marsh) ■ Updated system tidal hydrodynamics, including new inlets (past -2006) and new bathymetry • Scenarios to predict changes in water quality under current town nitrogen removal plans There are three fundamental variables considered in the 2021 SMAST study, and their impacts on predicted water quality provide insight into potential changes in the Watershed Permit: • An increase in watershed loads • Better estimates of attenuation and benthic recycling, and improved hydrodynamics • Implementation of town nitrogen removal plans, full and partial, The "Composite Scenario" considered by SMAST reflects full sewering in Chatham (removing much more than Chatham's responsibilities under the Watershed Permit) and removals in Brewster and Orleans that are significantly less than their commitments. The "TMDL Scenario" considers just the specific nitrogen removal requirements of the Watershed Permit, The SMAST study involved these two primary future scenarios, which are compared here with the 2010 work which is the basis for the Watershed Permit. Pleasant Bay Alliance —2022 Annual Report for Watershed Permit — July 27, 2022 Page 23 of 32 Comparing the first 2021 SMAST model run (Composite Scenario) with the 2010 evaluation shows the effect of increased watershed loads and a partial, unbalanced set of town load removals in the face of improved hydrodynamics. In this scenario, two of the secondary stations are predicted not to meet the target concentrations, even though the remaining load (after town removals) is only 79% of the threshold loads. This is because the load removals, although larger than required under the Watershed Permit, are heavily influenced by larger - than -required removals in Chatham. The less -than -required removals in Brewster and Orleans do not allow two of the northerly secondary stations to reach their target concentrations. Comparing the second 2021 SMAST model run (Composite Scenario) with the 2010 evaluation shows the effect of increased watershed loads and the balanced set of town load removals that the towns have committed to in the Watershed Permit. In this scenario, the Watershed Permit removals (17,720 kg/yr) result in a remaining attenuated load (after town removals) orf33,565 kg/yr, 7% higher than the threshold load. In this scenario, only one of the secondary stations is predicted not to meet the target concentrations. The near full compliance at the sentinel stations indicates that the improved hydrodynamics nearly offset the 5.7% increase in attenuated watershed load if the town remove their 17,720 kg/yr commitments. Neither scenario considers the effect of future growth on any town's ability to meet nitrogen reduction targets. In the upcoming year, it is proposed that the SMAST model will be run to help estimate possible new threshold loads that would apply to current hych-odynamics, and to consider added watershed loads through build -out. The results of these further studies will be reported in full in the fifth annual report due in August 2023. THIRD -PARTY REVIEW OF ATTENUATION ESTIMATES The TWMP showed that natural attenuation reduces the unattenuated nitrogen load across the watershed by about 11%. In some watersheds, the role of natural attenuation is greater than average. Those sub -watersheds are the ones shared by Brewster and Orleans, and the Muddy Creek sub -watersheds shared by Chatham and Harwich. Pleasant Bay Alliance —2022 Annual Report for Watershed Pernut— July 27, 2022 Page 24 of 32 SMAST-2010 (basis for Permit) SMAST-2021 Composite Scenario SMAST-,2021 TWMP Scenario Un -attenuated load, k r 54,460 54,894 56,389 Attenuation, kg/yr 5,960 4,623 5,104 Attenuated load, kg/yr 48,540 50,271 51,285 Load removal, kg/yr kg/ 17,720 25,947 17,720 Remaining load, kg/yr 30,780 24,324 33,565 Sentinel station compliance Primry stations 2 of 2 2 of 2 of 2 Secondary stations 8 of 8 6 of 8 7 of 8 Comparing the first 2021 SMAST model run (Composite Scenario) with the 2010 evaluation shows the effect of increased watershed loads and a partial, unbalanced set of town load removals in the face of improved hydrodynamics. In this scenario, two of the secondary stations are predicted not to meet the target concentrations, even though the remaining load (after town removals) is only 79% of the threshold loads. This is because the load removals, although larger than required under the Watershed Permit, are heavily influenced by larger - than -required removals in Chatham. The less -than -required removals in Brewster and Orleans do not allow two of the northerly secondary stations to reach their target concentrations. Comparing the second 2021 SMAST model run (Composite Scenario) with the 2010 evaluation shows the effect of increased watershed loads and the balanced set of town load removals that the towns have committed to in the Watershed Permit. In this scenario, the Watershed Permit removals (17,720 kg/yr) result in a remaining attenuated load (after town removals) orf33,565 kg/yr, 7% higher than the threshold load. In this scenario, only one of the secondary stations is predicted not to meet the target concentrations. The near full compliance at the sentinel stations indicates that the improved hydrodynamics nearly offset the 5.7% increase in attenuated watershed load if the town remove their 17,720 kg/yr commitments. Neither scenario considers the effect of future growth on any town's ability to meet nitrogen reduction targets. In the upcoming year, it is proposed that the SMAST model will be run to help estimate possible new threshold loads that would apply to current hych-odynamics, and to consider added watershed loads through build -out. The results of these further studies will be reported in full in the fifth annual report due in August 2023. THIRD -PARTY REVIEW OF ATTENUATION ESTIMATES The TWMP showed that natural attenuation reduces the unattenuated nitrogen load across the watershed by about 11%. In some watersheds, the role of natural attenuation is greater than average. Those sub -watersheds are the ones shared by Brewster and Orleans, and the Muddy Creek sub -watersheds shared by Chatham and Harwich. Pleasant Bay Alliance —2022 Annual Report for Watershed Pernut— July 27, 2022 Page 24 of 32 SNEP-funded studies by SMAST in 2021 allowed re --estimation of attenuation percentages. Compared with the 2005 MEP report and SMAST updates in 2010, this more current SMAST work revised the attenuation estimates significantly downward in upper Muddy Creek and significantly upward in Tar Kiln Stream. Further, SMAST recommended that Orleans consider the possible attenuation in the salt marshes in the Pochet Neck sub -watershed where attenuation was not previously addressed. These new estimates could result in significant changes in the nitrogen removal requirements for Harwich, Brewster and Orleans. Given the importance of attenuation in determining towns' removal responsibilities, the Alliance retained HydroAnalysis in 2021 to conduct a review of prior and new estimates of attenuation in the Muddy Creek., Tar Kiln and Pochet Neck sub -watersheds. HydroAnalysis' February 2022 report generally agreed with the new attenuation estimate for Tar Kiln Stream, and recommended further investigations to refine or confirm the estimates for Muddy Creek and Pochet Neck. HydroAnalysis emphasized that future nitrogen management planning should recognize the high degree of uncertainty associated with any attenuation estimate. Further analysis of the attenuation in these sub --watersheds, based on new field work, will be conducted in 2022 by SMAST under the current SNEP grant. GROUNDWATER DISCHARGE PERMITS AND IlA SYSTEMS There are 16 Groundwater Discharge Permit holders in Brewster, Chatham, Harwich, and Orleans. There are four facilities with GWD permits located in the Pleasant Bay watershed: • Pleasant Bay Health & Living Center (Brewster), 26,500 gpd permitted maximum • Chatham Bars Inn (Chatham), 60,000 gpd permitted maximum • Wequassett Inn (Harwich), 45,000 gpd permitted maximum • Nickerson State Park (Brewster), 50,900 gpd permitted maximum Each of the first three facilities has a total nitrogen discharge limit of 10 mgll of total nitrogen. In 2021, The Pleasant Bay Health & Living Center regularly met its permit requirements with only one exceedance. The Chatham Bars Inn regularly met its permit requirements with no exceedances. The Wequassett Inn has experienced some minor excursions, but generally produces very good effluent with respect to nitrogen and its other permitted parameters. The SMAST 2021 model update reports that the aggregate nitrogen load from these three facilities is 705 kg/yr. The permit for Nickerson State Park allows Title 5 discharges up to the stated maximum and limits total nitrogen recharge to 2,120 kg/yr. Not all of the permitted activities are in the Pleasant Bay watershed. As of July 2022, there are no applications pending for new GVM permits in the watershed. Pleasant Bay Alliance 2022 Annual Report for Watershed Permit — July 27, 2022 Page 25 of 32 There are two other GWD permits of note in the region. The municipal wastewater treatment facility in Chatham discharges outside the Pleasant Bay watershed but is soon to receive wastewater and nitrogen load from the Pleasant Bay watershed in Harwich. Similarly, the Town of Orleans has obtained a GWD permit for the under -construction Orleans municipal WWTF discharge at a site off Lots Hollow Road. That Orleans facility will receive and treat wastewater and nitrogen load from at least the Meetinghouse Pond sub --watershed. SMAST has reported that there are now 119 IIA systems in the watershed (3 in Brewster, 84 in Chatham, 5 in Harwich and 27 in Orleans). Analysis of reported effluent data indicates an average total nitrogen concentration of 21.9 mg/l, or an average 17% reduction from the 26.25 rngll baseline for traditional septic systems. DATA FROM BUILDING DEPARTMENTS AND ASSESSORS In future annual reports, town departments will provide information on development and redevelopment as derived from the towns' traditional annual reports that are released before Town Meetings. The Commission has also requested data on the location and square footage of new structures and the number of new bedrooms in the watershed. The Alliance and the towns will work with Commission staff during the fifth year of the permit to develop a practical cost-effective approach toward meeting this reporting goal. EVALUATION OF NITROGEN TRADING OPPORTUNITIES The Alliance has investigated "nitrogen trading", whereby one town could remove more than its share of nitrogen load on behalf of another town that would remove less than its share. The second town would pay the first town for the nitrogen load removed on its behalf. That investigation was funded in part by the 2018 EPA SNEP grant. In early 2021, data were obtained from the towns to compute overall costs for nitrogen control and to estimate expected annual nitrogen removals. These costs and removal estimates were adjusted for a common set of assumptions to allow comparison of each town's plans on a "dollar per pound of nitrogen removed" basis. Of the five technologies being used or considered by the towns (sewers, IIA systems, permeable reactive barriers, golf course fertilizer controls and shellfish harvesting), these unit cost were found to vary from less than $101Ib to over $70011b. The cost differentials among technologies can provide the impetus for nitrogen trading. The investigation identified three trading scenarios, wherein some towns would scale back their use of the relatively more expensive technologies (IIA systems and permeable reactive barriers) and other towns would increase their use of relatively less technologies (principally sewers). The identified scenarios would result in savings in equivalent annual costs of $660,000 to the "buyers" and an equivalent cost benefit to the "sellers". The report summarizing this investigation was completed in early fall 2021; it is entitled .Report on Nitrogen Trading Opportunities Among watershed Towns. The towns now have this Pleasant Bay Alliance 2022 Annual Report for Watershed Permit — July 27, 2022 Page 26 of 32 tool available to them as they refine and update their nitrogen management plans. Should towns elect to pursue trading opportunities, a change in the Watershed Permit would be needed to modify towns' nitrogen removal commitments. It is unlikely that nitrogen -trading --related changes would be known before the end of the first 5 -year period of the current Permit. CONSIDERATION OF NITROGEN REMOVAL CREDITS FOR STORMWATER MANAGEMENT ACTIVITIES None of the watershed towns has yet proposed to gain nitrogen removal credits from their stormwater removal activities, on the premise that such removals are apt to be small. The attenuated nitrogen load from impervious surfaces estimated in the 2006 MEP report is 3,796 kg/yr (9% of the total load from all sources), and only about one-third of that load originates from town roadways. Nonetheless, towns are required to address stormwater- issues under the EPA General Permit for Municipal Small Storm Sewer Systems (the MS4 Permit) and the nitrogen removal from those activities may be worth documenting. Using funds from the 2020 EPA SNEP grant, the Alliance has estimated the nitrogen removals from several Best Management Practices (BMPs), including non-structural practices (such as street sweeping and catch basin cleaning) and structural facilities (such as grassed swales and rain gardens). The nitrogen removal capabilities of some BMPs can be estimated from EPA performance curves, largely for structural BMPs. (If those BMPs include infiltration of stormwater, the performance curves should be adjusted for Cape Cod conditions.) A computational procedure has been developed by the Alliance to account for nitrogen removals from non-structural BMP removals. Initial investigations, based on a sample sub -watershed, show that current non- structural practices may remove about 5% of the total impervious nitrogen load, and that about 15% removal may be possible with enhanced practices. A draft report on this investigation has been reviewed by the SNEP Technical Assistance Network and is expected to be complete by the summer of 2022. A program is being formulated for the towns to compile data on the amount of street sweeping and catch basin cleanings that are collected, as a basis for quantifying the nitrogen removed from the watershed by these activities. It is expected that the Alliance may be able to document some small credits for stormwater management in the 2023 Annual Report. POSSIBLE CHANGES IN THE IMPLEMENTATION PLAN AND PERMIT The Watershed Permit anticipates "mid -course corrections" at the end of each 5 -year segment of the permit term. Those adaptive management adjustments might include revised nitrogen removal requirements due to changing conditions in the Bay, changes in the technologies that towns propose to manage nitrogen loads, and the tinning of the implementation of those technologies. Over the past year, significant new information has been obtained: updated watershed load estimates, remodeling of water quality impacts, and a third -party assessment of natural attenuation. In light of those recent findings, the towns in the Pleasant Bay watershed expect Pleasant Bay Alliance 2022 Annual Report for Watershed Permit — July 27, 2022 Page 27 of 32 to accomplish the following tasks in Year 5, to evaluate the need for potential permit modifications: 1. Consider changes in watershed loads resulting from growth since the 2006 MEP report; 2. Adjust nitrogen attenuation estimates in Muddy Creek, Tar Kiln Stream and Pochet Neck; 3. For planning purposes, adopt the hydrodynamics that existed before the 2007 breach, with adjustment for the Muddy Creek bridge; 4. Re -estimate threshold nitrogen loads; and 5. Recompute nitrogen removal requirements based on all of the above steps. Studies are underway to accomplish these tasks. Once new nitrogen removal requirements are determined, and agreed to by all towns, then each town may need to adjust its nitrogen removal plan, both in load removal magnitude and in technology. Given the complexity of these ongoing studies, it is unlikely that towns will be able to refine their nitrogen removal plans by August 2023. Towns should stand ready to refine their nitrogen removal plans so that permit modifications can be accomplished by the end of Year 6 (August 2024). It is also acknowledged that DEP's intended watershed permitting program and revisions to Title 5, announced in June of 2022, may lead to the need for additional analyses and permit adjustments. The Alliance will work with DEP to share information related to the experiences of the Pleasant Bay communities in developing and implementing the 2018 Pleasant Bay Watershed Peimit, and to explore whether some aspects of the new program may require changes in addition to those listed above. As needed, additional tasks will be undertaken that may be mandated by the new DEP permitting program. Detailed discussions with DEP about the new permitting program are expected to occur in the summer of 2022, STAKEHOLDER INVOLVEMENT Over the past year, outreach activities undertaken by the towns and Pleasant Bay Alliance have been curtailed due to the Covid-19 Pandemic. It is anticipated that outreach efforts will be renewed now that public meeting restrictions have been relaxed. Since the issuance of the Watershed Permit in August 2018, the following public meetings and bearings have been conducted related to Pleasant Bay nitrogen reductions: Brewster Brewster developed an update to its Integrated Water Resources Management Plan in January of 2022, outlining the options being evaluated to meet the Town's nutrient reduction requirements described in the Watershed Permit. This update discussed ongoing work related to the Captains Golf Course fertilizer leaching rate study. It also described the other options to meet the nitrogen reduction goals and their potential costs. A joint meeting of the Select Board and Board of Health was held on January 27 to present this information and answer questions from the Boards and the public. Pleasant Bay Alliance —2022 Annual Report for Watershed Permit — July 27, 2022 Page 28 of 32 Public hearings were held with the Planning Board between August and November 2021 to review the proposed storrnwater bylaw that was passed at Town Meeting in November 2021. In addition, updates to the Town's Water Quality Review Bylaw were evaluated by the Planning Board and the Board of Health in the fall of 2021, and the proposed revisions were also adopted at the November Town Meeting. These revisions clarified the requirements to meet a 5-mgl1 nitrogen loading standard for any proposed development in the Pleasant Bay watershed. The Board of Health also held a public meeting to receive input on a new regulation that governs how nitrogen loadings calculations must be performed for compliance with the Water Quality Review Bylaw. Chatham Chatham is well into implementation of Phase 1 of its Comprehensive Wastewater Management Plaza that was completed in 2009. The Town has had many successful votes at Town Meetings to support multiple projects (totaling over $130 million to date), including the most recent votes of $7 million for wastewater and $4.5 million for stormwater passed in May 2021. Portions of these projects include work in the Pleasant Bay watershed. The Town also maintains a detailed site on its webpage that provides information regarding the approved plan and links to current sewer infrastructure projects. htt s:l/www.chatham-ma. ovlcom r•ehensive-wastewaternuirient-inana e nent- plara In addition, the Town through its consultant GHD provides a construction implementation webpage to inform residents of ongoing work related to the sewer implementation that can be found at: https:llchathamscproject. MW Harwich The Town of Harwich is currently in the process of revising its 2016 Comprehensive Wastewater Management Plan(CWMP). To kick off the CWMP revisions, the Town hosted two public input sessions (one in-person and one remote) to obtain stakeholder input on recommended changes. The input sessions were recorded and broadcast by Harwich Channel 18 and resulted in 3 8 comments on a range of categories with a strong emphasis on addressing freshwater ponds. In addition to the two public input sessions, Town staff and consultant GHD have also hosted private information/education sessions with various homeowners' associations and residents covering topics such as nutrient management, stolmwater, wastewater and their impacts on fresh and salt water bodies. The Town's wastewater project is actively covered on the Town website and regularly discussed by the Board of Selectmen and Water & Wastewater Pleasant Bay Alliance —2022 Annual Report for Watershed Permit — July 27, 2022 Page 29 of 32 Commissioners. The Board of Selectmen, Board of Health and WaterlWastewater Commission will continue outreach efforts throughout this project. Orleans Orleans developed a Consensus Plaza to move forward with wastewater management solutions through a comprehensive public process involving local boards, citizens, and regional and state officials. The public process was critical to a successful program, Since adopting a plan for limited public sewers augmented by nota -traditional remediation technologies in March 2015, the Town has made all wastewater planning decisions at the Board of Selectmen level, with opportunity for public input at every step. In May 2022, the Orleans Town Meeting approved construction funding for public sewers in the Meetinghouse Pond watershed. Further, the Town hired an engineering consultant to conduct strategic planning with regard to future sewer extensions and implementation of non-traditional technologies. In June 2022, the Select Board is scheduled to appoint a new Wastewater Advisory Committee to engage the public on future infrastructure decisions. Lonnie's Pond residents have been advised of the Town's ongoing demonstration project to grow oysters in Lonnie's Pond. All pond abutters were notified as part of the Conservation Commission approval process. Alliance The Alliance has made public presentations on the Pleasant Bay watershed permitting approach at well -attended. conferences; • The Cape Cod Commission's OneCape conference in Harwich in August 2018 (an update presentation occurred at the 2019 OneCape conference.) + WBNERR's Cape Coastal Conference in Hyannis in December 2018, and • The Annual Conference of the New England Water Environment Association in Boston in January 2019. Specific elements of the Pleasant Bay approach have been shared in public forums in 2022: • Alliance staff participated in a January 22 charette on alternative septic system sponsored by the New England Water Environment Association • The Alliance's nitrogen trading study was presented to a municipal officials, state regulators and environmental planners during a webinar on April 2022, sponsored by SNEP. In the upcoming year, additional stakeholder involvement will occur as follows: Pleasant Bay Alliance —2022 Annual Report for Watershed Permit — July 27, 2022 Page 30 of 32 Brewster Additional meetings with the Select Board, Board of Health and the public are planned in 2022 and 2023 to discuss the implementation of the Watershed Permit and how Brewster will meet its nitrogen reduction goals. Interim results on the golf course fertilizer leaching rate study will be presented and will be used to help predict what other nitrogen reduction strategies will be needed to meet Brewster's nitrogen reduction goals. Chatham The Town continues as an active member of the Pleasant Bay Alliance, the Cape Cod Water Protection Collaborative, and the Cape Cod and Islands Water Protection Fund Management Board. In addition, the Town actively engages the public through its Select Board meetings, Town Meeting process, and Water & Sewer Advisory Committee, who provide advice and recommendations to the Water & Sewer Commissioners (Select Board) regarding the water and sewer infrastructure of the Town. Harwich With ongoing revisions to the CWMP and design of the Phase 3 collections system underway, the Town anticipates hosting several stakeholder meetings over the next year. Stakeholder meetings will provide an opportunity for the public to review and comment on proposed changes to the CWMP and receive updates on the design of the Phase 3 collections system. The Town's past efforts will continue to be modified and improved to seek additional input from the various stakeholders involved in the Town's compliance with its Comprehensive Wastewater Management Plan. The Town continues to be an active member of the Pleasant Bay Alliance. Orleans The Board of Water & Sewer Commissioners will hold regular, formally -noticed meetings to review progress on public sewer construction. Regular reporting to the Town regarding the Lonnie's Pond oyster project will be made to the Water Quality Committee, and all reports will be posted on the Town website. The Town's engineering consultant will meet with. the Board of Selectmen to report on progress of a demonstration Permeable Reactive Barrier currently installed at Nauset Middle School. The new Wastewater Advisory Committee is expected to meet monthly to engage the public on future infrastructure decisions. Pleasant Bay Alliance —2022 Annual Report for Watershed Permit — July 27, 2022 Page 31 of 32 Alliance A public outreach program is part of the watershed permit implementation activities funded by EPA under the SNEP grant and is now ongoing. That outreach program was rolled out in the second half of 2021. The Alliance prepared a series of video recordings to provide a citizen -friendly summary of each task funded by the 2018 SNEP grant: • Municipal program for IIA systems • Orleans shellfish harvesting program • Opportunities for nitrogen trading • The 2021 SMAST update to the linked watershed-embayment model These and other public outreach materials are available on the Alliance website: https://pleasantbay.org/p rograms-and-projects/watershed--planning/pleasant-bay_ watershed --permit Key issues for the public are: o The large cost of nitrogen removal programs o Fairness in allocation of costs among users and non-users and between residential and commercial property owners. o Proper incorporation of non-traditional approaches to nitrogen removal. Pleasant Bay Alliance 2022 Annual Report for Watershed Permit — July 27, 2022 Page 32 of 32 Q) PLEASANT BAY ALLIANCE August 2, 2022 Mr. Martin Suuberg Commissioner Ms. Kristy Senatori Executive Director MassDEP Cape Cod Commission One Winter Street 3225 Main Street Boston, MA 02108 Barnstable, MA 02630 Re: Pleasant Bay Watershed Permit 2022 Annual Report Dear Ms. Senatori and Commissioner Suuberg: I am pleased to submit the enclosed Pleasant Bay Watershed Permit 2022 Annual Report. This report encompasses activities undertaken during the fourth year of the Pleasant Bay Watershed Permit issued by the Massachusetts Department of Environmental Protection to the Towns of Brewster, Chatham, Harwich and Orleans (August 3, 2018). The annual report is intended to respond to the reporting requirements of section VI.J of the Permit, as well as the Determination of Consistency with the Cape Cod Area Wide Water Quality Management Plan Update issued by the Cape Cod Commission Uune 21, 2018), This report was prepared by Wright -Pierce in consultation with staff and technical consultants from the four towns. The activities described in the report reflect the Towns' ongoing work to meet the milestones set forth in the Permit. These actions also demonstrate the importance of flexibility in the Watershed Permit implementation process, to account for changing natural conditions and administrative factors that could affect local decision-making over the twenty-year permit term. Thank you for your review and consideration of this annual report. Please Iet me know if additional information or clarification is required. Sincerely, Carole Ridley Coordinator Cc [via email]: Massachusetts DEF Millie Garcia -Serrano Gerard Martin Andrew Dsei Ian Jarvis Mary Beth Chubb Lealdon Langley Cape Cod Commission Erin Perry Tim Pasakarnis Town of Brewster Peter Lombardi Chris Miller Town of Chatham Jill Goldsmith Robert Duncanson DeeDee Holt Town of Harwich Joseph Powers Dan Pelletier Heinz Proft Allin Thompson Dorothy Howell Town of Orleans John Kelly George Meservey Fran McClennen Walter North US EPA Mary Jo Feuerbach Bryan Dore Wright -Pierce Michael Giggey July 14, 2022 Bryan Webb (via email) Ocean Edge Resort 2907 Main Street Brewster, MA 02631 RE: Ocean Edge Resort Wastewater Treatment Facility Monthly Operations Report — June 2022 Dear Mr. Wobbf Weston O Sampson 55 Walkers Prmk Drlve, Suite 100, Reading, MA 01a87 Tel: 978.532.1900 Enclosed please find the Monthly Operations Reporting Package for the Ocean Edge Resort wastewater treatment facility (WWfF) located at 832 Village Drive in Brewster, MA. Weston & Sampson Services, Inc. would like to note the following: • All regulated effluent parameters of samples collected throughout the month were reported to be within their respective permissible limits. • Data was filed with MassDEP electronically, via eDEP. A copy of the transaction is included in this package. If you have any questions or concerns regarding this report, or the wastewater treatment facility, please feel free to contact me at wsscompliance@wseinc.com, Regards, WESTON & SAMPSON SERVICES, INC. James R. Tringale Compliance Coordinator cc: Brewster Board of Health (via email) FR Mahony Associates (via email) westunandsampsanxem offices in: MA, CT, M, Yt, NY, NJ, PA, SC & FL Massachusetts Department of Environmental Protection eaEP Transaction Copy. Here is the file you requested for your records. To retain a copy of this file you must save and/or print. Username: WSSINC Transaction ID: 1397756 Document: Groundwater Discharge Monitoring Report Forms Size of File: 9030.09K Status of Transaction: submitted Date and Time Created: 81212022:10:47:49 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. Massachusetts Department of Environmental Protection 1633 Bureau of Resource Protection -Groundwater Discharge Program 1. Permit Number Groundwater Permit L 2. Tax identification Number DAILY LOG SHEET 2022 JUN GAILY 3. Sampling Month & Frequency A. Facility Infolrmation Important:When filling out farms on 1. Facility name, address: the computer, use JOCEAN EDGE CONFERENCE CTR only the tab Ivey to a. Name move your cursor- ROUTE 6A do not use the return key, b. Street Address BREWSTER IMA 102631 VQ G. City d. State e. Zip Code 2. Contact information; MW PAMES R. TRINGALE a. Name of Facility Contact Person 9785324900 JWSSCompiiance@wseinc.com b. Te4hcne Number c, e-mail address 3. Sampling information: 6/112022 ONSITE MEASUREMENTS a. Date Sampled (mmldd+yyyy) b, Laboratory Name CHRIS VIGNEAU c. Analysis Performed By (Name) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency Daily Log Sheet - 2022 Jun Daily r All forms for submittal have been completed 2.- This is the last selection. 3. r Delete the selected form. gdpols 2015-09-15.dac • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection [63 -3--- LL Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax identification Number DAILY LOG SHEET 222 JUN DAILY J 3. Sampling Month & Frequency Date 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 C. Daily Readings/Analysis Information Effluent Reuse Irrigation Turbidity Influent pH Effluent Chlorine UV Flow GPD Flaw GPD Flow GPD pH Residual Intensity (mgrl) (0/0 gdpols.doc • rev. 09/15115 Groundwater Permit Daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection 1633 ML Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number �,. Groundwater Permit 2. Tax identification Number 'ti MONITORING WELL DATA REPORT 2022 JUN MONTHLY 3. Sampling Month & Frequency A. Facility Information Important:Vlhen filling out forms on I. Facility name, address: the computer, use OCEAN EDGE CONFERENCE CTR only the tab key to a. Name move your cursor - ROUTE 6A do not use the return key. b. Street Address BREWSTER IMA 102631 4:1 C. City d. State e. Zup Code 2. Contact information: + JAMES R. TRINGALE a. Name of Facility Contact Person 9785321900 jWSSCompliance@wseinc.com b. Telephone Number c. a -mall address 3. Sampling information: 6/8/2022 JONSITE MEASUREMENTS a. Date Sampled (mmlddlyyyy) b. Lalraratoty Name CHRIS VIGNEAU c. Analysis Performed By (Narra) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency Monitoring Well Data Report - 2022 Jure Monthly F All forms for submittal have been completed. 2, r This is the last selection. 3, F Delete the selected form. gdpols 2015-09-15.doc - rev. 09/15/15 Groundwater Permit Daily Lag Sheet • age 1 of 1 Massachusetts Department of Environmental Protection 1633 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Ll Groundwater Permit 2. Tax identification Number MONITORING WELL DATA REPORT 2022 JUN MONTHLY J S. Sampling Month & Frequency C. Contaminant Analysis Information ■ For "0', below detection limit, less than {<} value, or not detected, enter "ND" a • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled • DRY = Not enough water in well to sample. Parameter/Contaminant DG2 DG3 DG4 DG5 UGI Units Well #: 1 Well #: 2 Well #: 3 Well #: 4 Well #: 5 Well #: B PH 7 -10 6.80 8.70 6.5a 6- s.u. STATIC WATER LEVEL 146.3 45.2 42.5 47.3 40.8 FEET SPECIFIC CONDUCTANCE X410 490 620 2$0 240 UM -1015.0 mwdgwp-blank.doc • rev. 09/15/15 Monitoring Well Data for Groundwater Permit - Page 1 of 1 Important:When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key, rad :1 66�t°1u� Massachusetts Department of Environmental Protection Bureau of Resource Protection - Groundwater Discharge Program Groundwater Permit DISCHARGE MONITORING REPORT A. Facility Information 1. Facility name, address: OCEAN EDGE CONFERENCE CTR a. Name ROUTE 6A b. Street Address BREWSTER IMA c. City d. State 2. Contact information: I."33 1. Permit Number 2. Tax identification Number 2022 JUN MONTHLY 3. Sampling Month & Frequency 02631 e. Zip Code JAMES R. TRINGALE a. Name of Facility Contact Person 9785321900 IWSSCornpliance@wseinc.com b. Telephone Number c. a -mall address 3. Sampling information: 6/8/2022 RI ANALYTICAL a. Date Sampled (mmlddlyyyy) b. Laboratory Name VARIOUS ANALYSTS c. Analysis Performed By (Name) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency Discharge Monitoring Report - 2022 Jun Monthly r- All forms for submittal have been completed. 2. r This is the last selection. 3. r Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit daily Log Sheet • Page 1 of 1 Massachusetts Department of Environmental Protection 1633 Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Groundwater Permit 2. Tax identification Number DISCHARGE MONITORING REPORT 2022 JUN MONTHLY Ll . 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. ParameterfContaminant 2. Influent Units BOD 170 MG?L TSS POO rJY.x+L - TOTAL SOLIDS670 MOIL AMMONIA -N 9.9 MGIL NITRATE -N MG/L TOTAL NITR0GEN(NO3+NO2+TKN) MG1 OIL & GREASE M&L 3. Effluent 4, Effluent Method Detection limit IND J 110 -.. 2.8 12.0 0.29 1 0.050 2.79 I3.5 10.50 infeffrp-blank.doc • rev. 09/15/15 Groundwater Permit Discharge Monitoring Report • Page 1 of 1 I Air accordance with a system designed to assure that qualified personnel properly gather and evaluate the Informatlon submitted fBased on my inquiry of the person or persons who manage the system, or those persons directly responsible For gathering the wA information, the information submitted Is, to the best of my knowledge and beIlef, true, accurate and complete. I am aware that the are significant penalties for submltting false Information, Including the possibility of fine and imprisonment for knowi rig viodations." MARIANNA COOMBS 7/27/2022 Any person signing a. Signature b. bate (mmlddfyyyy) a document under 314 CMR 5.14(1) or (2) shall make the Reporting Package Comments following certification If you are filing electronic -ally and want to attach additional comments, select the check box. r gdpols 2015-09-15.doc • rev. 09/15115 Groundwater Permit • Page 1 of 1 Massachusetts Department of Environmental Protection 1633 j Bureau of Resource Protection - Groundwater Discharge Program 1. Permit Number Ll Groundwater Permit 2. Tax identification Number Facility Information Important:When OCEAN EDGE CONFERENCE CTR filling out forms an the computer, use a. Name only the tab key to ROUTE BA move your cursor - b• Street Address do not use the IBREWSTER IMA 102631 return key, c. City d. State e. Zip Code Certification VQ "I certify under penalty of law that this document and all attachments were prepared under my direction or supervision In I Air accordance with a system designed to assure that qualified personnel properly gather and evaluate the Informatlon submitted fBased on my inquiry of the person or persons who manage the system, or those persons directly responsible For gathering the wA information, the information submitted Is, to the best of my knowledge and beIlef, true, accurate and complete. I am aware that the are significant penalties for submltting false Information, Including the possibility of fine and imprisonment for knowi rig viodations." MARIANNA COOMBS 7/27/2022 Any person signing a. Signature b. bate (mmlddfyyyy) a document under 314 CMR 5.14(1) or (2) shall make the Reporting Package Comments following certification If you are filing electronic -ally and want to attach additional comments, select the check box. r gdpols 2015-09-15.doc • rev. 09/15115 Groundwater Permit • Page 1 of 1 R.I. ANALYTICAL Specialists in Environmental Services LABORATORY REPORT WSS Inc.dba Weston & Sampson Date Received: Attn: Chris Vigneau Date Reported: 55 Walkers Brook Drive P.O. Number Suite 100 Reading, MA 01867 Work Order #: 2206-09477 Project Name; PROJECT# 25354 OCEAN EDGE RESORT -MONTHLY 6/8/2022 6/15/2022 Page i of 2 Enclosed are the analytical results and Chain of Custody for your project referenced above. The sainple(s) were analyzed by our Warwick, R1 laboratory unless noted otherwise. When applicable subcontracted results are noted and subcontracted reports are enclosed in their entirety. All samples were analyzed within the established guidelines of US EPA approved methods with all requirements met, unless otherwise noted at the end of a given sample's analytical results or in a case narrative. The Detection Limit is defined as the lowest level that can be reliably achieved during routine laboratory conditions. These results only pertain to the samples submitted for this Work Order # and this report shall not be reproduced except in its entirety. We certify that the following results are true and accurate to the best of our knowledge. If you have questions or need further assistance, please contact our Customer Service Department. Approved by: Jonathan Auguste Data Reporting Specialist Laboratory CertificAOD Numbers (as applicable to sample's origin state): Warwick RI * RI LAI00033, MA M -RIOTS, CT PH -0508 R.I. Analytical Laboratories, Inc. Laboratory Report WSS Ine.dba Weston & Sampson Work Order #: 2206-09477 Project Name: PROJECT# 25364 OCEAN EDGE RESORT - MONTHLY Sample Number: Sample Description: Sample Type : Sample Date I Time PARAMETER 130D 5 Tbtal Suspended Solids Thtal Solids Ammonia (as N) Sample Number: Sample Description: Sample Type: Sample Date/ Time: PARAMETER BOD 5 Total Suspended Solids Nitrile (as N) Nitrate (as N) TKN (as N) Sample Number: Sample Description: Sample Type : Sample Date / Time : %X PARAMETER Oil & Grease Gravitnehic 001 DATE/TIME INFLUENT ANALYZED ANALYST COMPOSITE 6/9/2022 1432 LKB 6/08/2022 @ 05:45 6/9/2022 8:55 RPK SAMPLE DET. TP RESULTS LIMIT UNITS 170 60 mall 200 2.0 mgll 670 10 mall 9.9 0.40 mgll 002 EFFLUENT COMPOSITE 6/08/2022 @ 06:00 SAMPLE RESULTS <10 2.8 X0.05+0 0.29 2.5 003 EFFLUENT GRAB 6/08/2022 @ 06:15 SAMPLE RESULTS 15 DET. LIMIT UNITS 10 mgll 2.0 mgll 0.050 mgll 0.050 mg/l 0.50 mgll DET. LIMIT UNITS 0.50 too Page 2 of 2 METHOD SM5210B 21 ed SM2540D 2011 EPA 300.0 EPA 300.0 SM4500NOrg-D 18-2led DATE/TIME ANALYZED 6/9/2022 14:39 6/9/2022 8:55 6/9/2022 11:52 6/9/2022 11:52 6/9/2022 11:45 ANALYST 1 -KB RPK KPG KPG KLS DATE/TIME METHQD ANALYZED ANALYST PPA 1664A &1312022 11:02 RPK DATE/TIME METHOD ANALYZED ANALYST SM5210B 21ed 6/9/2022 1432 LKB SM2540D 2011 6/9/2022 8:55 RPK SM2540B 18.21ed 6/10/2022 15:39 TP EPA 350.1 6/9/2022 16:31 CSW METHOD SM5210B 21 ed SM2540D 2011 EPA 300.0 EPA 300.0 SM4500NOrg-D 18-2led DATE/TIME ANALYZED 6/9/2022 14:39 6/9/2022 8:55 6/9/2022 11:52 6/9/2022 11:52 6/9/2022 11:45 ANALYST 1 -KB RPK KPG KPG KLS DATE/TIME METHQD ANALYZED ANALYST PPA 1664A &1312022 11:02 RPK 0 m m G? kh A `�a l M soon ■■m■o■s■ ■■ s . ■■s■sm■■sss■■ Z � cr ONE ■Imson ■■ ... , .Phosphateods ■■■■■■■■■■ ■■ . f:iPhosphate ■■■■■■■ ■■ ■■ ■ : ■ Greasei : - ■■■■■ ■ ■■■■ • _ 1. 624.1 ■■ ■■ ■ ■so■:: so ■■■moss■■ Fiscal ■■ ■■■■■■■■■ ■■■■■■■■■■■■■ x M Z> ,d {i w ■■■■■■■■In ■■■■ M soon ■■m■o■s■ ■■ s . ■■s■sm■■sss■■ = ONE ■Imson ■■ ... , .Phosphateods ■■■■■■■■■■ ■■ . f:iPhosphate ■■■■■■■ ■■ ■■ ■ : ■ Greasei : - ■■■■■ ■ ■■■■ • _ 1. 624.1 ■■ ■■ ■ ■so■:: so ■■■moss■■ Fiscal ■■ ■■■■■■■■■ ■■■■■■■■■■■■■ Massachusetts 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. R E C 1 q E O�r 03 W2 Username: EBELAIR 6VZe ❑ �pAR Transaction ID: 1397286 Document: Groundwater Discharge Monitoring Report Forms Size of File: 1030.16K Status of Transaction: Submitted Date and Time Created: 712712022:11:12:11 AM Note: This file only includes forms that were part of your transaction as of the date and time indicated above. If you need a more current copy of your transaction, return to eDEP and select to "Download a Copy" from the Current Submittals page. - uulGau VI 1c.�yui�c IyLGyII VIl' VlVUIIL[YY PLC' Lo"r"' Q' Q I jV* 1011l I. rUmlit tNu II lloul I� .. Groundwater Permit r' DAILY LOG SHEET 2. Tax identification Number 2022 JUN DAILY 3. Sampling Month & Frequency ImportantWhen filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. VQ Ilk RM A. Facility Information 1. Facility name, address: ISERENITY BREWSTER WWTF a. Name 873 HARWICH ROAD b. Street Address 6REWSTER MA 02631 C. City d. State e. Zip Code 2. Contact information: DAVID FELDMAN a. Name of Facility Contact Person 7817079527 b. Telephone Number 3. Sampling information: ldfoldman@wingatehealthcare.com c. e-mail address 6/30/2022 1WHITEWATER a. Date Sampled (mmlddlyyyy) b. Labaratory Name DOUG MURPHY c. Analysis Performed By (Name) B. Form Selection 1. Please select Forth Type and Sampling Month & Frequency J Daily Log Sheet - 2022 Jun Daily F_ All forms for submittal have been completed. 2. r This is the last selection. 3. F Delete the selected form. T gdpols 2015-09-15.doc • rev. 09/15145 Groundwater Permit Daily Log Sheet • Page 1 of 1 LVI GCIV LI 11G.]VLIIVG 1 1VlGl+ll Vll - VIVV!lIiYV QIGt LJIrlL�11QIL,.G 1 1V�1 G1lf1 Groundwater Permit LDAILY LOG SHEET C. Daily Readings/Analysis Information Date Effluent Reuse Irrigation Turbidity Influent pH Flow GPD Flow GPD Flow GPD 1 2993 2 2632 3 2462 1 4 2609 5 2409 6 7 3475 E��J 8 4995 9 4357 ^� 10 4257 11 3175 12 3312 �J 13 6777 14 3806 15 6065 16 6877 17 9355 18 2528 !� 19 2923 20 2868 21 2906 22 23 290$ 24 2958 25 2561 26 3077 27 2586 28 3366 29 2749 30 2252 31 I • r CI Il 111 }Y U1tW01 2. Tax identification Number 2022 JUN DAILY 3. Sampling Month & Frequency Effluent Chlorine UV pH Residual Intensity (mgM N-) 2.4 2.6 2.4 1.8 1.5 1.6 1.4 1.3 1.1 1 0.8 0.5 0.4 0.04 0.4 0.4 0.4 0.4 0.4 0.5 gdpols.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 -} L U GOU W1 1 %GQU AI LC 1 1 VLODUll11 - VI WVr 14vv UL01 1Cl11VG 1 1 VLU1 Cif 11 1. f V1I1111 1NU411VUI Groundwater Permit 2. Tax identification Number MONITORING WELL DATA REPORT 2022 JUN MONTHLY 3. Sampling Month & Frequency A. Facility Information Important:When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. VQ sk r?= 1. Facility name, address: SERENITY BREWSTER WWTF a. Narraa $73 HARWICH ROAD b. Street Address BREWSTER IMA 02631 C. City d. State e. Zip Code 2. Contact information: DAVID FELDMAN a. Name of Facility Contact Person 7817079527 b. Telephone Number 3. Sampling information: ldfeldman@wlngatchealthcare.com c, e-mail address 6/16/2022 WHITEWATER a. Date Samp6ed (mmlddlyyyy) b. Laboratory) Name DOUG MURPHY c, Analysis Performed By (Name) B. Form Selection 1. Please select Form Type and Sampling Month & Frequency Monitoring Well Data Report - 2022 Jun Monthly F All forms for submittal have been completed. 2, f- This is the last selection. 3. -- Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15/15 Groundwater Permit Daily Log Sheet • Page 1 of 1 UUl VMU VI I%C. UUt UV 1 IV4Gt✓Q%1 PI - VI Vui wvvC%\ i1 Vio] 1ICil LUG 1 Iuvl alII I. r C11111L IYIJIIIVGI Groundwater Permit 2, Tax identification Number MONITORING WELL DATA REPORT 2922 JUN MONTHLY 3. Sampling Month & Frequency C. Contaminant Analysis Information • For "0", below detection Ilmit, less than (<) value, or not detected, enter 'N D" a • TNTC = too numerous to count. (Fecal results only) • NS =Not Sampled ■ DRY � Not enough water in well to sample. Parameter/Contaminant MW1 MW2 MW3 MW4 Units Well #: 1 Well #: 2 Well #: 3 Well #: 4 Well #: 5 Well #: 6 PH 6.2 6.3 6.3 6.2 f S.U. STATIC WATER LEVEL 58.74 1 58.83 1151.62 29.93 FEET SPECIFIC CONDUCTANCE 288 296 395 124 UMHOSic mwdgwp-blank.doc • rev. 09115/15 Monitoring Well Data for Groundwater Permit • Page 1 of 1 lmportant:When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key, WVIGQU V1 P%GJUV yG 1 IULULLlUk, VI WU1 IU 5Vy5 Q1II 5. f X51151[ IYUI Llv. 1 Groundwater Permit DISCHARGE MONITORING REPORT 2. Tax identification Number 2022 JUN MONTHLY 3. Sampling Month & Frequency A. Facility Information 1. Facility name, address: SERENITY BREWSTER WWTF a. Name 873 HARWICH ROAD b. Street Address BREWSTER IMA 02631 C. City d. State e. Zip Cie 2. Contact information: DAVID FELDMAN a. Name of Facility Contact Person 7817079527 b. Telephone Number 3. Sampling information: dFfeldman@wlngatehealthcare.com c, e-mail address 6/28/2022 JR1 ANALYTICAL a. Date Sampled (mmlddlyyyy) b. Laboratory Name BRENT PLANT C. Analysis Performed By (Name) B. Form Selection 1. Please select Form Type and SampIing Month & Frequency J Discharge Monitoring Report - 2022 Jun Monthly r- Ali forms for submittal have been completed. 2. r- This is the last selection. 3. r- Delete the selected form. gdpols 2015-09-15.doc • rev. 09/15115 Groundwater Permit Daily Lag Sheet • Page 1 of 1 •� _ L Ur COU yr P%GQ%Jul uO r IVLQlLIUll - yr wvp larva Lail VL]yk jotr y0 1 ruyr ntti I. r Gi 11Pit 14ul 11 PJC1 Groundwater Permit i DISCHARGE MONITORING REPORT 2. Tax Identification Number 2022 JUS! MONTHLY 3. Sampling Month & Frequency D. Contaminant Analysis Information • For "0', below detection limit, less than (r) value, or not detected, enter "ND" • TNTC = too numerous to count. (Fecal results only) • NS = Not Sampled 1. Parameter/Contaminant 2. Influent 3. Effluent 4. Effluent Method Units Detection limit BOD 8.8 3.0 MGIL _J TSS Np ND I 2.0 Mat_ - TOTAL SOLIDS 230 M&L AMMONIA -N 11.2 MGL NITRATE -N 5.3 0.10 MG& TOTAL NITROGEN{NO3+NO2+TKN} 15.3 IVIGIL - — OIL & GREASE ND I 0.50 MGIL infeffrp-blank.doc • rev. 09/15/15 Groundwater Permit Discharge Monitoring Report • Page 1 of 1 lmportant.When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Any person signing a document under 314 CMR 5,14(1) or (2) shall make the following certification If you are fling electronic -ally and want to attach additional comments, select the check box. F L UI GQU VF P�WU1 UG 1 1VLGULIVIF - y1 VMI IV VVU LCI LJ101FCLI VU 1 IVLVI U4I1 1. 1 QI IML IMU111VUF Groundwater Permit 2. Tax identification Number Facility Information SERENITY BREWSTER WWTF a. Name 873 HARWICH ROAD b. Street Address BREWSTER MA 1026,31 C. City d. State e. Zip Code Certification 'I certify under penalty of law that this document and all attachments were prepared under my direction or supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted, Based on my inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information, the information submitted is, to the best of my knowledge and belief, true, accurate and complete. I am aware that the are significant penalties for submitting false information, including the possibility of fine and imprisonment For knowing violations,' ELIZABETH BELAIR 7/27/2022 a. Signature b. Cate (mmlddlyyyy) gdpols 2015-09-15,doc - rev. 09/15/15 Groundwater Permit - Page 1 of 1