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RDA (compiled) 9.18.2025
wpaform1.doc • rev. //2023 WPA Form 1 – Request for Determination of Applicability • Page 1 of 3 Massachusetts Department of Environmental Protection Bureau of Water Resources - Wetlands WPA Form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Municipality A. General Information Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. 1. Applicant: First Name Last Name Address City/Town State Zip Code Phone Number Email Address 2. Property Owner (if different from Applicant): First Name Last Name Address City/Town State Zip Code Phone Number Email Address (if known) 3. Representative (if any) First Name Last Name Company Name Address City/Town State Zip Code Phone Number Email Address (if known) B. Project Description 1. a. Project Location (use maps and plans to identify the location of the area subject to this request): Street Address City/Town How to find Latitude and Longitude Latitude (Decimal DegreeV Format with 5 digits after decimal e.g. XX.XXXXX) Longitude (Decimal DegreeV Format with 5 digits after decimal e.g. XX.XXXXX) and how to convert to decimal degrees Assessors’ Map Number Assessors’ Lot/Parcel Number b. Area Description (use additional paper, if necessary): c. Plan and/or Map Reference(s): (use additional paper if necessary) Title Date Title Date Yarmouth Yarmouth Water Department 99 Buck Island Road West Yarmouth MA 02673 (508) 771-7921 lruszala@yarmouth.ma.us Town of Yarmouth 1146 Route 28 South Yarmouth MA 02664 (508) 398-2231 yarmouthpublicworks@yarmouth.ma.us Matthew O'Dowd Kleinfelder, Inc. 1 Beacon Street, Suite 8100 Boston MA 02108 (617) 498-4600 modowd@kleinfelder.com 451 Forest Road Yarmouth, MA 41.67836 -70.21704 77 2 See Attachment 1, Project Summary, "Area Description" Attachment 2, Project Area USGS Maps 8/8/2025 Attachment 3, Project Site Plans 8/8/2025 wpaform1.doc • rev. //2023 WPA Form 1 – Request for Determination of Applicability • Page 2 of 3 Massachusetts Department of Environmental Protection Bureau of Water Resources - Wetlands WPA Form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Municipality B. Project Description (cont.) 2. a. Activity/Work Description (use additional paper and/or provide plan(s) of Activity, if necessary): b. Identify provisions of the Wetlands Protection Act or regulations which may exempt the applicant from having to file a Notice of Intent for all or part of the described work (use additional paper, if necessary). 3. a. If this application is a Request for Determination of Scope of Alternatives for work in the Riverfront Area, indicate the one classification below that best describes the project. Single family house on a lot recorded on or before 8/1/96 Single family house on a lot recorded after 8/1/96 Expansion of an existing structure on a lot recorded after 8/1/96 Project, other than a single-family house or public project, where the applicant owned the lot before 8/7/96 New agriculture or aquaculture project Public project where funds were appropriated prior to 8/7/96 Project on a lot shown on an approved, definitive subdivision plan where there is a recorded deed restriction limiting total alteration of the Riverfront Area for the entire subdivision Residential subdivision; institutional, industrial, or commercial project Municipal project District, county, state, or federal government project Project required to evaluate off-site alternatives in more than one municipality in an Environmental Impact Report under MEPA or in an alternatives analysis pursuant to an application for a 404 permit from the U.S. Army Corps of Engineers or 401 Water Quality Certification from the Department of Environmental Protection. b. Provide evidence (e.g., record of date subdivision lot was recorded) supporting the classification above (use additional paper and/or attach appropriate documents, if necessary.) Yarmouth See Attachment 1, Project Summary, Activity/Work Description See Attachment 1, Project Summary, Provisions of the Wetlands Protection Act Exempting from NOI wpaform1.doc • rev. //2023 WPA Form 1 – Request for Determination of Applicability • Page 3 of 3 Massachusetts Department of Environmental Protection Bureau of Water Resources - Wetlands WPA Form 1- Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Municipality C. Determinations 1. I request the Conservation Commission make the following determination(s). Check any that apply: a. whether the area depicted on plan(s) and/or map(s) referenced above is an area subject to jurisdiction of the Wetlands Protection Act. b. whether the boundaries of resource area(s) depicted on plan(s) and/or map(s) referenced above are accurately delineated. c. whether the Activities depicted on plan(s) referenced above is subject to the Wetlands Protection Act and its regulations. d. whether the area and/or Activities depicted on plan(s) referenced above is subject to the jurisdiction of any municipal wetlands’ ordinance or bylaw of: Name of Municipality e. whether the following scope of alternatives is adequate for Activities in the Riverfront Area as depicted on referenced plan(s). D. Signatures and Submittal Requirements I hereby certify under the penalties of perjury that the foregoing Request for Determination of Applicability and accompanying plans, documents, and supporting data are true and complete to the best of my knowledge. I further certify that the property owner, if different from the applicant, and the appropriate DEP Regional Office were sent a complete copy of this Request (including all appropriate documentation) simultaneously with the submittal of this Request to the Conservation Commission. Failure by the applicant to send copies in a timely manner may result in dismissal of the Request for Determination of Applicability. Signatures: I also understand that notification of this Request will be placed in a local newspaper at my expense in accordance with Section 10.05(3)(b)(1) of the Wetlands Protection Act regulations. Signature of Applicant Date Signature of Representative (if any) Date Yarmouth Conservation Commission 9/18/25 Town of Yarmouth, Wells 10 & 11 Seasonal PFAS Treatment System RDA Page 1 Attachment 1. Project Summary Background Since the discovery of per- and polyfluoroalkyl substances (PFAS) in Yarmouth’s water supply, the Town has worked to improve water quality through short-term mitigation efforts and long-term planning. In particular, the Town has aimed to develop a solution that effectively serves the sharp increase in water demand experienced during the summer. An extensive alternatives analysis evaluation found that implementing seasonal treatment at Wells 10 & 11 is the most practicable, feasible, time-effective, and cost-effective solution to meet the Town’s seasonal Maximum Daily Demand (MDD). This project will bring Wells 10 and 11, which have been offline for PFAS exceedances, back online. Area Description (WPA Form 1 - B.1.b) The proposed project will take place on existing water supply land. The 61-acre parcel containing both wells is owned by the Town of Yarmouth and is connected to Forest Road for Well 10 access and Kristin Path for Well 11 access. The parcel is mostly heavily forested land with wetlands associated with an unnamed stream running north to south through the parcel, to Plashes Brook. The site is developed for the use of public water supply in two locations, at Well 10 and Well 11, each containing a pump station, a corrosion control facility, and associated site improvements such as paving and security fencing. Pump Station 10 (PS #10) and Corrosion Control Facility 10 (CCF #10) are east of the stream on the northern portion of the parcel, and Pump Station 11 (PS #11) and Corrosion Control Facility 11 (CCF #11) are west of the stream on the southern portion of the parcel. The parcel is bordered by undeveloped forested land on the southern and north- eastern boundaries, and by developed residential land on the south-eastern, western, and northern boundaries. A wetland delineation was completed by WSP USA on June 18, 2025. The wetland delineation report is included as Attachment 4. Plan and Map References (WPA Form 1 - B.1.c) The following plan and map references are included with this RDA submittal: • Attachment 1, Figure 1, Project Locus • Attachment 2, Project Area USGS Map • Attachment 3, Project Site Plans • Attachment 4, Wetland Delineation Report, WSP USA, June 2025 Activity/Work Description (WPA Form 1 - B.2.a) The proposed project includes new infrastructure and improvements to establish PFAS treatment at Wells 10 & 11. It includes 1) a new raw water main connecting Well 10 to Well 11; 2) a new equipment pad with one 2’-0” diameter cartridge filter and two 12’-0” diameter GAC vessels; 3) a new 5,800 cubic foot infiltration basin for stormwater and backwash waste; 4) replacement of each well pump at Well 10 and Well 11; 5) a new backup generator and associated propane tank at Well 10 and Well 11; 6) associated new flow control and measurement, SCADA control, instrumentation, and electrical upgrades.. The project does not propose the demolition of existing buildings. The majority of this work takes place outside of wetland resource areas regulated under the Wetlands Protection Act except for the following minor activities which will occur within the 100’ buffer zone and 200’ riverfront area at the site: • Installation of approximately 75 linear feet of r electrical ductbank replacement, a new emergency generator, 25 linear feet of gas line replacement, and a replacement propane tank within the 100-ft buffer zone of the A- series bordering vegetated wetland (BVW)located west of PS #10. These activities create no new permanent impact, will take place within existing paved areas, and all grades will be restored to their existing conditions. • Installation of a new emergency generator, 65 linear feet of replacement gas line, and a replacement propane tank within the 100-ft buffer zone of the C and D-series BVWs at PS #11. These activities also same activities occur within the 200-ft riverfront area of the C- and D-series perennial stream (Plashes Brook Extension, Town of Yarmouth, Wells 10 & 11 Seasonal PFAS Treatment System RDA Page 2 delineated coincident with the C and D BVW boundaries). These activities create no new permanent impact, will take place within existing paved areas, and all grades will be restored to their existing conditions. • Installation of approximately 163 linear feet of new underground 6-inch ductile iron (DI) pipe to transmit raw water from Well 11 to Well 10, plus associated appurtenances such as valves, fittings, and a new hydrant, within the 100-ft buffer zone of the C and D-series BVWs at PS #11. The same activities, plus an additional 102-ft of new 6-inch DI pipe, will occur within the 200-ft riverfront area of the C- and D-series perennial stream. These activities create no new permanent impact and are being conducted within the limits of a facility used in the service of the public to provide water. All site grades will be restored to their existing conditions. Construction-period impacts will be mitigated through erosion controls and best practices to minimize disturbances to the resource areas. Silt fence and straw wattles are proposed at the limits of work to prevent erosion and sedimentation of adjacent wetland resource areas. Additionally, all trenches will be closed at the completion of each workday and temporarily disturbed areas will be returned to their existing conditions. This work will not result in an increase of impermeable surfaces within protected areas. Provisions of the Wetlands Protection Act Exempting from NOI (WPA Form 1 - B.2.b) The proposed work within the riverfront is exempted from filing a Notice of Intent (NOI) under 10.02(2)(a)1 and 2. The proposed work within the buffer zone is exempted from filing a NOI under 10.02(2)(b)1 and 2.i. The activities within the buffer zone and riverfront areas are “minor activities” that constitute the “installation of underground utilities (e.g., electric, gas, water) within existing paved or unpaved roadways and private roadways/driveways, provided that all work is conducted within the roadway or driveway and that all trenches are closed at the completion of each workday” (10.02(2)(b)2.i.) and will be conducted to “maintain, repair or replace, but not substantially change or enlarge an existing and lawfully located structure or facility used in the service of the public and used to provide electric, gas, water, sewer, telephone, telegraph and other communication services, provided said work utilizes the best practical measures to avoid or minimize impacts to wetland resource areas outside the footprint of said structure or facility” (10.02(2)(a)2). In our opinion the work therefore does not require the filing of a Notice of Intent. Town of Yarmouth, Wells 10 & 11 Seasonal PFAS Treatment System RDA Page 3 Figure 1: Project Locus Project Area Town of Yarmouth, Wells 10 & 11 Seasonal PFAS Treatment System RDA Attachment 2: Project Area USGS Maps ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│―│―│ ―│ ―│―│―│―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│―│―│―│―│ ―│―│ ―│―│ ―│―│ ―│―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│―│ ―│―│―│ ―│―│―│ ―│―│ ―│―│ ―│―│ ―│―│―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│―│―│ ―│ ―│ ―│ ―│―│ ―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│―│ ―│―│ ―│―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ ―│ 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INSETTIA DR CAPTAINNO YESRDL A KEFIELD RDPHYLLIS DRSOUTHSTW IL F I N R D STUDL E Y RD WINSLOWGRAYRDRUN POND RDM AT T A K E S E R D A L E WI FECIRWOOD RD IR O Q U O I S B L V D COLDS T O R A G E RD AIRLINERDSLOU G H R D OL D C H A T H A M R DSOUTHSTWOOD R DGREENLAND CIRQUI VETDR¬«6 S EAR S RDDERBY LNOLD R E D TOPRDQ U A K E R P A T H S T O N Y BROOK RD BUGGYWHI PRD£¤6WHIFFLETREEAVEGAGESWAYREDTOPRDROBBINRUNWI N T E R G R E E N L N CRANVIEWRD S C H O O L S T P O N DVIEWDRTIMBERLNHE M L OCKLNBAKERS POND R DCEDAR H ILL RD KelleysBay Grand Cove SwampCove ATLANTIC OCEAN Pine Pond Flax Pond Round Pond BassettsLot Pond WeirCreek BassCr ATLANTIC OCEAN Eagle Pond PlashesBrookWhitesBrookLittlefieldsPond LewisPond Cat SwampPond BassCreek Elishas Pond Horse Pond ChaseGarden Creek Little GreenoughPond Labans Pond Slough Pond Dinahs Pond Flax Pond Muddy Pond ElbowPond The Plashes Bakers Pond Mill Pond ScargoLake Halfway Pond Bass RiverJames Pond JabinettesPond QuivettCrBig SandyPond Howes Pond Run Pond RoundPond FundPond Miller Pond L o n e T r e e Creek LilyPondChase Garden CrQ u iv ettC rGrassyPond Perch Pond UncleStephans Pond Seine Pond FreshPond Crowell Pond Swan Pond Clay Pond Aunt PattysPond Weir CrGreenoughPondClaysCreek Miss ThatchersPond SwanPondRiverLone Tree Cr LittleSandy Pond Simmons Ponds Swan Pond RiverParkersRiverUpperMillpond White Pond Follins Pond B a s s R i v e r Woodside CemYarmouthPort Red Top Cem AncientSears Cem GeorgetownCem Ancient Cem Paddock Cem Worden Cem PineGrove Cem Oak Ridge Cem West DennisCem HowesFamily Cem South DennisCongregationalChurch Cem Swan LakeAnnex Cem Hall Cem BridgewaterState Univ CapeCod Campus QuivettCreekMarshesCorporation Beach German hill Englewood ThachersBeach ParkersRiverMarshes North Dennis Grays Beach Sea StreetBeach LittleIsland EnglewoodBeach Prospect Hill Haigis Beach ParkersRiver Beach Bass River New Boston Wrinkle Point Bass RiverBeach Black Flats Parkers Neck WESTYARMOUTH ChapinMemorialBeach South Dennis YARMOUTH PORT Sea GullBeach MayflowerBeach Yarmouth Bass HoleMarshes Pointof Rocks SesuitCreekMarshes BlackBall Hill Kill Pond Bar Dennis West Dennis Hokum Rock GreatIsland GlendonRoad Beach EastDennis Dennis Port SOUTHYARMOUTH Stage Island Dogfish Bar Salt BoxBeach Scargo Hill Davis Beach Quivett CreekMarshes 10 11 12 13 14 15 16 17 18 19 20 21 09 4622000mN 10 11 12 13 14 15 16 17 18 19 20 21 4609000mN 22 97 98 99 00 01 02 03 04 0596 406 000mE 98 99 00 01 02 03 04 05397000mE 06 DG DG CG CG 41.6250° 41.7500° -70.2500°-70.1250°41.7500° 41.6250°-70.1250°-70.2500° QUADRANGLE LOCATION DENNIS QUADRANGLEMASSACHUSETTS - BARNSTABLE COUNTY7.5-MINUTE SERIES DENNIS, MA 2018 Expressway Local Connector ROAD CLASSIFICATION Ramp 4WD Secondary Hwy Local Road Interstate Route State RouteUS RouteWX./H U.S. DEPARTMENT OF THE INTERIOR U.S. GEOLOGICAL SURVEY This map was produced to conform with the National Geospatial Program US Topo Product Standard, 2011.A metadata file associated with this product is draft version 0.6.18 CONTOUR INTERVAL 10 FEETNORTH AMERICAN VERTICAL DATUM OF 1988 SCALE 1:24 000 1000 500 0 METERS 1000 2000 21KILOMETERS00.51 1 0.5 0 MILES 1 1000 0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 FEET × Ø GN MN 0°47´ 14 MILS 14°51´ 264 MILS UTM GRID AND 2017 MAGNETIC NORTH DECLINATION AT CENTER OF SHEET 4 00 CG DG Grid Zone Designation 19T U.S. National Grid100,000 - m Square ID MASSACHUSETTS 1 Dennis OE N 2 Orleans OE W3 Hyannis4 Harwich5 Hyannis OE S6 Monomoy Point OE W ADJOINING QUADRANGLES 3 2 5 6 4 1 Imagery.....................................................NAIP, July 2016 - September 2016Roads......................................... U.S. Census Bureau, 2016Names............................................................................GNIS, 1974 - 2018Hydrography...............................National Hydrography Dataset, 2005 - 2017Contours............................................National Elevation Dataset, 2012Boundaries..............Multiple sources; see metadata file 2016 - 2017 Wetlands.................FWS National Wetlands Inventory 2008 - 2011 North American Datum of 1983 (NAD83)World Geodetic System of 1984 (WGS84). Projection and1 000-meter grid:Universal Transverse Mercator, Zone 19T Produced by the United States Geological Survey This map is not a legal document. Boundaries may begeneralized for this map scale. Private lands within governmentreservations may not be shown. Obtain permission beforeentering private lands.*7643016369511*NSN.7643016369511NGA REF NO.USGSX24K11950 Town of Yarmouth, Wells 10 & 11 Seasonal PFAS Treatment System RDA Attachment 3: Project Site Plans TOWN OF YARMOUTH, MASSACHUSETTSTOWN OF YARMOUTH DEPARTMENT OF PUBLIC WORKSWATER DEPARTMENT99 BUCK ISLAND ROADWEST YARMOUTH, MA 02673WELLS 10 & 11 SEASONAL PFAS TREATMENT SYSTEMSEPTEMBER 2025SCALE: NTSLOCUS PLANNDWSRF-19119NOT FORCONSTRUCTIONTOWN ADMINISTRATORROBERT WHRITENOURDPW DIRECTORJEFFREY COLBY, P.E.WATER & WASTEWATER SUPERINTENDENTLAURIE RUSZALA, P.E.ASSISTANT WATER SUPERINTENDENTLUKE WHITE CA SEPT 2025 0 24001053.001A TOWN OF YARMOUTH DPW WATER & WASTEWATER DEPARTMENT 99 BUCK ISLAND ROAD WEST YARMOUTH, MA 02673 REV DESCRIPTION DSN CHK DATE DWN APP One Beacon Street, Suite 8100 Boston, MA 02108 Phone: 617-497-7800 www.kleinfelder.com DESIGNED BY ISSUE DATE CURRENT REVISION DRAWN BY CHECKED BY PROJECT NO. REVISIONS 1"0 SCALE VERIFICATION THIS BAR IS 1 INCH IN LENGTH ON ORIGINAL DRAWING IF IT'S NOT 1 INCH ON THIS SHEET ADJUST YOUR SCALES ACCORDINGLY APPROVED BY ORIGINAL DRAWING SIZE IS 22 x 34 YARMOUTH WELLS 10 & 11 SEASONAL PFAS TREATMENT SYSTEM DWSRF-13799 NOT FOR CONSTRUCTION CA G-001 SHEET INDEX, LEGEND & GENERAL NOTES TITLE SHEET INDEX SHEET G-001 SHEET INDEX & GENERAL NOTES V-101 WELL 10 EXISTING CONDITIONS PLAN V-102 WELL 11 EXISTING CONDITIONS PLAN C-101 WELL 10 SITE PLAN C-102 WELL 11 SITE PLAN C-103 WELL 11 RAW WATER MAIN STA. 0+89 TO 10+97 C-104 WELL 11 RAW WATER MAIN STA 10+97 TO 16+35 C-501 CIVIL DETAILS - 1 C-502 CIVIL DETAILS - 2 MT TB GENERAL NOTES 1.EXACT DEPTHS OF EXISTING PAVEMENT BASES AND SURFACE COURSES ARE NOT KNOWN AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. 2.DIVERSION, BYPASS, AND CONTROL OF STORM DRAIN AND DEWATERING FLOWS ARE THE RESPONSIBILITY OF THE CONTRACTOR. THE CONTRACTOR'S INTENDED DIVERSION, BYPASS, CONTROL, AND DEWATERING PLANS SHALL BE SUBMITTED TO THE OWNER AND ENGINEER FOR REVIEW AT LEAST 7 DAYS PRIOR TO ANY EXCAVATION. WHEN PERFORMING DEWATERING, THE CONTRACTOR SHALL ADHERE TO THE REQUIREMENTS OF THE SPECIFICATIONS. 3.THE LOCATION OF EXISTING UNDERGROUND PIPES, CABLES, CONDUITS AND STRUCTURES AS SHOWN HAS BEEN COLLECTED FROM THE BEST AVAILABLE SOURCES AND THE OWNER TOGETHER WITH ITS AGENTS DOES NOT IMPLY OR GUARANTEE THE DATA AND INFORMATION IN CONNECTION WITH THE UNDERGROUND PIPES, CABLES, CONDUITS, STRUCTURES AND SUCH OTHER PARTS AS TO THEIR COMPLETENESS NOR THEIR LOCATIONS AS INDICATED. THE CONTRACTOR SHALL CONTACT UTILITY OWNERS AND REQUEST MARKING LOCATION OF ALL THEIR LINES IN THE WORK AREAS. THE CONTRACTOR SHALL ASSUME THAT THERE ARE EXISTING WATER, GAS, AND OTHER UTILITY CONNECTIONS TO EACH AND EVERY BUILDING ENROUTE, WHETHER THEY APPEAR ON THE PLANS OR NOT. ANY EXPENSE AND/OR DELAY OCCASIONED BY THESE UTILITIES AND STRUCTURES OR DAMAGE THERETO, INCLUDING THOSE NOT SHOWN, SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND AT NO ADDITIONAL EXPENSE TO THE OWNER. 4.FOUNDATIONS AND LINES FOR SERVICES, POLICE AND FIRE ALARM BOXES, AND STREET LIGHTS ARE NOT SHOWN ON THE PLANS. THE APPROPRIATE UTILITY COMPANIES OR AUTHORITIES SHOULD BE CONTACTED AND CONSULTED FOR LOCATIONS OF THE ABOVE. 5.THE CONTRACTOR SHALL PREMARK THE EXCAVATION AREA AND NOTIFY THE DIG SAFE CENTER (TEL. NO.1-888-DIG-SAFE) AT LEAST THREE BUSINESS DAYS PRIOR TO ANY EXCAVATION WORK. IN ADDITION, NOTIFICATION SHALL ALSO BE GIVEN TO ALL AFFECTED PRIVATE AND/OR PUBLIC UTILITIES INCLUDING THE YARMOUTH DPW , YARMOUTH WATER DEPARTMENT, AND EVERSOURCE TO PERMIT STREET MARKING OF THEIR LINES. 6.WHERE TEMPORARY OR PERMANENT UTILITY RELOCATION IS REQUIRED, THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY 30 DAYS IN ADVANCE OF CONSTRUCTION AND SHALL COORDINATE THE NEW WORK WITH THE UTILITY RELOCATION. 7.THE LIMITS OF BELOW GRADE EXCAVATIONS FOR NEW PIPELINES OR STRUCTURES ARE APPROXIMATE. ACTUAL HORIZONTAL AND VERTICAL LIMITS INCLUDING MEASUREMENT FOR THE NEW WORK SHALL BE APPROVED BY THE ENGINEER DURING CONSTRUCTION. 8.GEOTECHNICAL INFORMATION IN THE CONTRACT DOCUMENTS WERE TAKEN FOR THE PURPOSE OF DESIGN AND INDICATE CONDITIONS AT THE LOCATION OF THE BORING ONLY. SUBSURFACE CONDITIONS ENCOUNTERED DURING CONSTRUCTION MAY VARY FROM THE GEOTECHNICAL INFORMATION PROVIDED IN THE CONTRACT DOCUMENTS. GROUNDWATER LEVELS INDICATED IN THE BORING LOGS ARE THOSE EXISTING AT THE TIME SUBSURFACE INVESTIGATIONS WERE MADE AND DO NOT REPRESENT PERMANENT GROUNDWATER LEVELS. 9.PRIOR TO BEGINNING WORK, THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS INFORMATION AND REPORT ANY DISCREPANCIES BETWEEN THE PLANS AND THE ACTUAL CONDITIONS TO THE ENGINEER. 10.THE CONTRACTOR SHALL PROVIDE ALL EROSION AND SEDIMENT CONTROL DEVICES, AND SHALL NOT COMMENCE CONSTRUCTION UNTIL THESE MEASURES HAVE BEEN INSTALLED AND APPROVED BY THE ENGINEER. 11.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE MAINTENANCE OF EROSION AND SEDIMENT CONTROL DEVICES DEPLOYED DURING CONSTRUCTION AND SHALL BE RESPONSIBLE FOR THEIR REPAIR IF DAMAGED PRIOR TO REMOVAL AT THE COMPLETION OF CONSTRUCTION. 12.THE CONTRACTOR SHALL PROTECT ALL TRAVELED WAYS FROM DUST AND CONSTRUCTION DEBRIS AT ALL TIMES. 13.UNLESS OTHERWISE INDICATED ON THE DRAWINGS, ALL AREAS ADJACENT TO THE LIMITS OF CONSTRUCTION WHICH ARE DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BY THE CONTRACTOR TO THEIR ORIGINAL CONDITION AT NO ADDITIONAL COST TO THE OWNER. 14.THE CONTRACTOR SHALL REMOVE AND DISPOSE OF ALL DEMOLISHED MATERIALS, RUBBISH, EXCAVATED MATERIAL AND DEBRIS, UNLESS OTHERWISE NOTED, AND IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL REQUIREMENTS HAVING JURISDICTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AND PAYING FOR ALL DISPOSAL PERMITS AT NO ADDITIONAL COST TO THE OWNER. 15.THE CONTRACTOR MAY BE ASKED BY THE OWNER TO SUSPEND CONSTRUCTION OPERATIONS TEMPORARILY TO AVOID CONFLICTS WITH LARGE PUBLIC EVENTS OR LARGE STORM EVENTS. THE CONTRACTOR SHALL NOT BE COMPENSATED FOR COSTS RELATING TO SHUTDOWNS FOR THESE REASONS. 16.THE CONTRACTOR SHALL NOT BLOCK ACCESS TO STREET AND PRIVATE PARKING IN THE VICINITY OF THE LIMITS OF CONSTRUCTION AFTER WORK HOURS AND ON WEEKENDS, UNLESS OWNER HAS APPROVED OTHERWISE. 17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SNOW PLOWING AND SNOW REMOVAL FROM ALL AREAS WHERE PRESENCE IS MAINTAINED INCLUDING BUT NOT LIMITED TO, UNPAVED SURFACES, PARKED EQUIPMENT AREAS OR ANY CONSTRUCTION ACTIVITY. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR STREET SWEEPING, SNOW REMOVAL, TRASH REMOVAL, AND RECYCLABLE MATERIALS FROM ALL AREAS WHERE CONSTRUCTION RESTRICTS VEHICULAR OR PEDESTRIAN ACCESS TO STREETS OR SIDEWALKS AND WHERE CONTRACTOR'S PRESENCE INTERFERES WITH MUNICIPAL TRASH REMOVAL, STREET SWEEPING, OR SNOW PLOWING AND REMOVAL. 18.THE CONTRACTOR SHALL NOT BE PERMITTED TO STARTUP OR OPERATE EQUIPMENT BEFORE OR AFTER ESTABLISHED WORKING HOURS OF 7:00 AM TO 4:00 PM, MONDAY THROUGH FRIDAY WITHOUT WRITTEN APPROVAL OF THE OWNER, UNLESS NOTED OTHERWISE. 19.CONTROLLED DENSITY FILL (CDF) SHALL BE REQUIRED FOR ALL UTILITY CROSSINGS WITH CLEARANCE LESS THAN 12 INCHES. CDF IS NOT TO BE PLACED ADJACENT TO GAS LINES AT ANY TIME OR WATER MAINS WITHOUT COORDINATION WITH THE YARMOUTH WATER DEPARTMENT. 20.WHERE NEW SYSTEMS ARE TO BE CONNECTED INTO EXISTING SYSTEMS, WHICH ARE REQUIRED TO BE SHUTDOWN TO MAKE THE TIE-IN, THE NEW SYSTEM SHALL BE FULLY PREPARED IN ANTICIPATION OF THE TIE-IN TO MINIMIZE DOWNTIME OF THE EXISTING SYSTEM. THE NEW SYSTEM SHALL BE FULLY TESTED TO THE MAXIMUM EXTENT POSSIBLE PRIOR TO THE TIE-IN. MEASUREMENTS SHALL BE TAKEN TO ENSURE THAT THE NEW SYSTEM IS OF THE CORRECT SIZE, LENGTH, AND ALIGNMENT TO COMPLETE THE TIE-IN. 21.ALL STREET EXCAVATIONS SHALL BE COMPLETELY CLOSED AT THE END OF EACH WORKING DAY BY BACKFILLING AND TEMPORARY PAVING OR BY COVERING WITH STEEL PLATES WHEN APPROVED BY THE OWNER. 22.EXISTING UTILITY POLES THAT FALL WITHIN 5 FEET OF THE PROPOSED EDGE OF TRENCH SHALL BE SUPPORTED BY THE UTILITY OWNER DURING EXCAVATION OF THE TRENCH. CONTRACTOR SHALL COORDINATE SUPPORT AND BE RESPONSIBLE FOR COSTS AND FEES. WHERE EXISTING GAS, ELECTRIC, AND TELECOM UTILITIES CROSS THE PROPOSED TRENCH LIMITS, CONTRACTOR SHALL COORDINATE WITH THE UTILITY OWNER TO SUPPORT AND BE RESPONSIBLE FOR COSTS AND FEES. CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPORTING THE EXISTING UTILITY IN ACCORDANCE WITH THE UTILITY OWNER'S REQUIREMENTS. 23.CONTRACTOR SHALL PROVIDE 36 HOURS NOTICE TO THE ENGINEER PRIOR TO THE COMPLETION OF FULL-DEPTH EXCAVATION OF LAGOONS FOR INSPECTION PRIOR TO PROCEEDING WITH INSTALLATION. SURVEYING NOTES 1.RECORD UTILITY INFORMATION FROM THE VARIOUS UTILITY COMPANIES AND PUBLIC AGENCIES, ARE APPROXIMATE ONLY AND ACTUAL LOCATIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR. 2.ALL UTILITY COMPANIES, PUBLIC AND PRIVATE, MUST BE NOTIFIED, INCLUDING THOSE IN CONTROL OF UTILITIES NOT SHOWN ON THIS PLAN, (SEE CHAPTER 370, ACTS OF 1963, MASSACHUSETTS) PRIOR TO EXCAVATING, INSTALLING, BACKFILLING, GRADING, PAVEMENT RESTORING, OR REPAVING. 3.THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITY FOR DAMAGES INCURRED AS A RESULT OF UTILITIES OMITTED OR INACCURATELY SHOWN. 4.PROPERTY LINES OF PRIVATE OWNERSHIP HAVE BEEN TAKEN FROM TOWN OF YARMOUTH ASSESSOR MAPS AND SHOULD BE CONSIDERED APPROXIMATE. 5.THE HORIZONTAL DATUM SHOWN REFERENCES THE MASSACHUSETTS STATE PLANE COORDINATE SYSTEM NAD83. THE VERTICAL DATUM SHOWN REFERENCES NAVD88. 6.THE EXISTING CONDITIONS SURVEY INCLUDED WITHIN THIS PLANSET WAS PERFORMED BY WSP USA GEOMATICS INC. IN JUNE-AUGUST 2025. WATER MAIN NOTES 1.ALL WORK SHALL BE IN CONFORMANCE WITH THE YARMOUTH WATER DEPARTMENT STANDARDS. 2.UNLESS OTHERWISE NOTED, WATER MAINS SHALL BE INSTALLED WITH MINIMUM 5.0' COVER. 3.CONTRACTOR TO PROVIDE 1" CHLORINATION TAP AT ALL LOCATIONS WHERE PROPOSED WATER MAIN CONNECTS TO EXISTING WATER MAIN. 4.WATER GATES, BOXES AND HYDRANTS SHALL BE INSTALLED TO EXISTING GRADE AND ADJUSTED TO FINAL GRADE ELEVATIONS DURING SURFACE RESTORATION WORK. 5.ALL ELBOWS, TEES, AND CONNECTIONS TO BE PROPERLY RESTRAINED PER THE TOWN OF YARMOUTH WATER DEPARTMENT STANDARDS. 6.CONTROLLED LOW STRENGTH MATERIAL SHALL NOT BE USED AROUND WATER VALVES OR VALVE BOXES. PROVIDE ACCEPTABLE PROTECTIVE LAYER BETWEEN DUCTILE IRON AND CONTROLLED LOW STRENGTH MATERIAL OR USE A NON-FLY ASH MATERIAL APPROVED BY THE ENGINEER. 7.CONTRACTOR TO PRESSURE TEST AND DISINFECT PER TOWN OF YARMOUTH WATER DEPARTMENT STANDARDS AND SPECIFICATIONS. LEGEND OVERHEAD WIRES RECORD GAS LINE RECORD WATER LINE OHW CHAIN LINK FENCE TREE LINE INTERMEDIATE CONTOURS INDEX CONTOURS GIS PROPERTY LINES WETLAND LINE UTILITY POLE WITH TRANSFORMER CULVERT ELECTRIC MANHOLE WATER MANHOLE WATER GATE UTILITY POLE UTILITY POLE WITH LIGHT FIRE HYDRANT WELL POST SIGN (SINGLE POSTED) EDGE OF PAVEMENT FINISHED FLOOR ELEVATION DOUBLE YELLOW LINE EOP FFE DYL CORRUGATED METAL PIPECMP BOLT OVER MAIN OUTLETBOMO SOLID WHITE LINESWL PLASTICPL BOLLARD GUY WIRE RECORD INFORMATION(R) DRAIN LINE 100-FT WETLAND BUFFER ZONE 200-FT RIVERFRONT AREA BORING EXISTING CONDITIONS CHAIN LINK FENCE PROPOSED TREE LINE WATER PIPE HYDRANT EDGE OF PAVEMENT FINISHED FLOOR ELEVATION DOUBLE YELLOW LINE EOP FFE DYL CORRUGATED METAL PIPECMP BOLT OVER MAIN OUTLETBOMO SOLID WHITE LINESWL WATER VALVE CONCRETE PAD PROPOSED STONE, GRAVEL OR RIPRAP LIMIT OF DISTURBANCE PROPOSED CONTOUR27 PROPOSED CONDITIONS EROSION CONTROL BARRIER KLF-1 KLF-2 KLF-3 SEPT 2025 0 24001053.001A TOWN OF YARMOUTH DPW WATER & WASTEWATER DEPARTMENT 99 BUCK ISLAND ROAD WEST YARMOUTH, MA 02673 REV DESCRIPTION DSN CHK DATE DWN APP One Beacon Street, Suite 8100 Boston, MA 02108 Phone: 617-497-7800 www.kleinfelder.com DESIGNED BY ISSUE DATE CURRENT REVISION DRAWN BY CHECKED BY PROJECT NO. REVISIONS 1"0 SCALE VERIFICATION THIS BAR IS 1 INCH IN LENGTH ON ORIGINAL DRAWING IF IT'S NOT 1 INCH ON THIS SHEET ADJUST YOUR SCALES ACCORDINGLY APPROVED BY ORIGINAL DRAWING SIZE IS 22 x 34 YARMOUTH WELLS 10 & 11 SEASONAL PFAS TREATMENT SYSTEM DWSRF-13799 NOT FOR CONSTRUCTION V-101 WELL 10 EXISTING CONDITIONS PLAN SCALE IN FEET 0 20 40 60 SCALE: 1" = 20' N MS MS TP MT SEPT 2025 0 24001053.001A TOWN OF YARMOUTH DPW WATER & WASTEWATER DEPARTMENT 99 BUCK ISLAND ROAD WEST YARMOUTH, MA 02673 REV DESCRIPTION DSN CHK DATE DWN APP One Beacon Street, Suite 8100 Boston, MA 02108 Phone: 617-497-7800 www.kleinfelder.com DESIGNED BY ISSUE DATE CURRENT REVISION DRAWN BY CHECKED BY PROJECT NO. REVISIONS 1"0 SCALE VERIFICATION THIS BAR IS 1 INCH IN LENGTH ON ORIGINAL DRAWING IF IT'S NOT 1 INCH ON THIS SHEET ADJUST YOUR SCALES ACCORDINGLY APPROVED BY ORIGINAL DRAWING SIZE IS 22 x 34 YARMOUTH WELLS 10 & 11 SEASONAL PFAS TREATMENT SYSTEM DWSRF-13799 NOT FOR CONSTRUCTION V-102 WELL 11 EXISTING CONDITIONS PLAN SCALE IN FEET 0 20 40 60 SCALE: 1" = 20' N MS MS TP MT 39' 42'-6" 15'-6" 5' KLF-1 KLF-2 KLF-3 EXTERIOR EQUIPMENT PAD TOS EL.= 27.50' BAG FILTER INFILTRATION BASIN 6" DI WELL 11 RAW WATER 8" DI BACKWASH WASTE 8" DI FINISHED WATER 8" DI COMBINED INFLUENT (2) 8" DI 45° BENDS(2) 8" DI 45° BENDS 8' CHAIN LINK FENCE WITH BARBED WIRE SILT FENCE AND STRAW WATTLE (TYP.) GRADE CLEARED AREA TO DRAIN TO INFILTRATION BASIN 20' WIDE DOUBLE SWING GATE 5' SINGLE DOOR SWING GATE 8" DI GATE VALVE 6" DI GATE VALVE 8"x6" TEE (2) 8" DI SLEEVES (2) 12'-0" DIA. GAC VESSELS BASIN OVERFLOW LOCATION EL. 27.00' 72' (2) 6" 45° BENDS SEE M-201 (PROCESS MECHANICAL LAYOUT) FOR ABOVE GRADE PIPING (2) 8" DI 45° BENDS 8" 90° BEND (2) HYDRANT (TYP.) 8" DI 90° BEND 10'2726252427 26 GABION BASKET SEDIMENT FOREBAY WEIR EL. 26.00' SEDIMENT FOREBAY 6" DI 22.5° BEND 6" DI 45° BEND 6" HYDRANT 6" DI GATE VALVE 6"X6" TEE 6" DI PIPE CUT AND REMOVE EXISTING 8" DI AS REQUIRED TO INSTALL 8" COMBINED INFLUENT AND FINISH WATER AS SHOWN CONCRETE GENERATOR HOUSEKEEPING PAD LOAM AND SEED ALL DISTURBED AREAS UNLESS OTHERWISE INDICATED (TYP.) 6" X 8" REDUCER 6" X 8" REDUCER (4) 8" DI 45° BENDS SEPT 2025 0 24001053.001A TOWN OF YARMOUTH DPW WATER & WASTEWATER DEPARTMENT 99 BUCK ISLAND ROAD WEST YARMOUTH, MA 02673 REV DESCRIPTION DSN CHK DATE DWN APP One Beacon Street, Suite 8100 Boston, MA 02108 Phone: 617-497-7800 www.kleinfelder.com DESIGNED BY ISSUE DATE CURRENT REVISION DRAWN BY CHECKED BY PROJECT NO. REVISIONS 1"0 SCALE VERIFICATION THIS BAR IS 1 INCH IN LENGTH ON ORIGINAL DRAWING IF IT'S NOT 1 INCH ON THIS SHEET ADJUST YOUR SCALES ACCORDINGLY APPROVED BY ORIGINAL DRAWING SIZE IS 22 x 34 YARMOUTH WELLS 10 & 11 SEASONAL PFAS TREATMENT SYSTEM DWSRF-13799 NOT FOR CONSTRUCTION C-101MS MS TP WELL 10 SITE PLAN MT SCALE IN FEET 0 20 40 60 SCALE: 1" = 20' MATCHLI N E A : S E E S H E E T C - 1 0 4 N CUT AND CAP 8" DI WATER MAIN CAP EXISTING 8" PIPE, CLOSE VALVE, AND ABANDON IN PLACE CUT EXISTING 6" DI PIPE REMOVE AND DISPOSE OF EXISTING 8"X6" REDUCER TIE IN PROPOSED 6" DI PIPE 6" 45° BEND 6" HYDRANT 6" GATE VALVE 6" TEE 6" DI PIPE 6" GATE VALVE CAP EXISTING 8" PIPE AND ABANDON IN PLACE SUPPORT EXISTING CULVERT DURING CONSTRUCTION REMOVE AND REINSTALL EXISTING FENCE SILT FENCE AND STRAW WATTLE (TYP.) C-102 WELL 11 SITE PLAN SCALE IN FEET 0 20 40 60 SCALE: 1" = 20' SEPT 2025 0 24001053.001A TOWN OF YARMOUTH DPW WATER & WASTEWATER DEPARTMENT 99 BUCK ISLAND ROAD WEST YARMOUTH, MA 02673 REV DESCRIPTION DSN CHK DATE DWN APP One Beacon Street, Suite 8100 Boston, MA 02108 Phone: 617-497-7800 www.kleinfelder.com DESIGNED BY ISSUE DATE CURRENT REVISION DRAWN BY CHECKED BY PROJECT NO. REVISIONS 1"0 SCALE VERIFICATION THIS BAR IS 1 INCH IN LENGTH ON ORIGINAL DRAWING IF IT'S NOT 1 INCH ON THIS SHEET ADJUST YOUR SCALES ACCORDINGLY APPROVED BY ORIGINAL DRAWING SIZE IS 22 x 34 YARMOUTH WELLS 10 & 11 SEASONAL PFAS TREATMENT SYSTEM DWSRF-13799 NOT FOR CONSTRUCTIONMATCHLINE B: SEE SHEET C-103N MS MS TP MT PROPOSED 6" DI RAW WATER MAIN LIMIT OF DISTURBANCE SILT FENCE AND STRAW WATTLE (TYP.) 1+00 2+00 3+00 4+00 5+00 PROPOSED 6" DI RAW WATER MAIN LIMIT OF DISTURBANCE (2) 6" 45° BENDS 5+00 6+00 7+00 8+00 9+0010+0011+00SEPT 2025 0 24001053.001A TOWN OF YARMOUTH DPW WATER & WASTEWATER DEPARTMENT 99 BUCK ISLAND ROAD WEST YARMOUTH, MA 02673 REV DESCRIPTION DSN CHK DATE DWN APP One Beacon Street, Suite 8100 Boston, MA 02108 Phone: 617-497-7800 www.kleinfelder.com DESIGNED BY ISSUE DATE CURRENT REVISION DRAWN BY CHECKED BY PROJECT NO. REVISIONS 1"0 SCALE VERIFICATION THIS BAR IS 1 INCH IN LENGTH ON ORIGINAL DRAWING IF IT'S NOT 1 INCH ON THIS SHEET ADJUST YOUR SCALES ACCORDINGLY APPROVED BY ORIGINAL DRAWING SIZE IS 22 x 34 YARMOUTH WELLS 10 & 11 SEASONAL PFAS TREATMENT SYSTEM DWSRF-13799 NOT FOR CONSTRUCTION C-103MO MO MT TB NMATCHLINE C: SEE THIS SHEETMATCHLINE C: SEE THIS SHEETMATCHLINE D: SEE SHEET C-104 CAD FILE: C:\pwworking\kleinfelderpw01\modowd@kleinfelder.com\d0277126\Yarmouth Wells 10 & 11 PFAS Forest Rd RWM Sheets.dwg LAYOUT: C-103PLOTTED: 9/18/2025 11:39 AM BY: matt o'dowdSCALE IN FEET 0 20 40 60 SCALE: 1" = 20' WELL 11 RAW WATER MAIN STA. 0+89 TO 10+97MATCHLINE B: SEE SHEET C-102 PROPOSED 6" DI RAW WATER MAIN LIMIT OF DISTURBANCE 11+0012+0013+0014+0015+0016+0016+35 SEPT 2025 0 24001053.001A TOWN OF YARMOUTH DPW WATER & WASTEWATER DEPARTMENT 99 BUCK ISLAND ROAD WEST YARMOUTH, MA 02673 REV DESCRIPTION DSN CHK DATE DWN APP One Beacon Street, Suite 8100 Boston, MA 02108 Phone: 617-497-7800 www.kleinfelder.com DESIGNED BY ISSUE DATE CURRENT REVISION DRAWN BY CHECKED BY PROJECT NO. REVISIONS 1"0 SCALE VERIFICATION THIS BAR IS 1 INCH IN LENGTH ON ORIGINAL DRAWING IF IT'S NOT 1 INCH ON THIS SHEET ADJUST YOUR SCALES ACCORDINGLY APPROVED BY ORIGINAL DRAWING SIZE IS 22 x 34 YARMOUTH WELLS 10 & 11 SEASONAL PFAS TREATMENT SYSTEM DWSRF-13799 NOT FOR CONSTRUCTIONN C-104MO MO MT TBMATCHLINE A: SEE SHEET C-101MATCHLINE D: SEE SHEET C-103CAD FILE: C:\pwworking\kleinfelderpw01\modowd@kleinfelder.com\d0277126\Yarmouth Wells 10 & 11 PFAS Forest Rd RWM Sheets.dwg LAYOUT: C-104PLOTTED: 9/18/2025 10:46 AM BY: matt o'dowdSCALE IN FEET 0 20 40 60 SCALE: 1" = 20' WELL 11 RAW WATER MAIN STA. 10+97 TO 16+35 SEPT 2025 0 24001053.001A TOWN OF YARMOUTH DPW WATER & WASTEWATER DEPARTMENT 99 BUCK ISLAND ROAD WEST YARMOUTH, MA 02673 REV DESCRIPTION DSN CHK DATE DWN APP One Beacon Street, Suite 8100 Boston, MA 02108 Phone: 617-497-7800 www.kleinfelder.com DESIGNED BY ISSUE DATE CURRENT REVISION DRAWN BY CHECKED BY PROJECT NO. REVISIONS 1"0 SCALE VERIFICATION THIS BAR IS 1 INCH IN LENGTH ON ORIGINAL DRAWING IF IT'S NOT 1 INCH ON THIS SHEET ADJUST YOUR SCALES ACCORDINGLY APPROVED BY ORIGINAL DRAWING SIZE IS 22 x 34 YARMOUTH WELLS 10 & 11 SEASONAL PFAS TREATMENT SYSTEM DWSRF-13799 NOT FOR CONSTRUCTION *MIN. HOLE DIAMETER IN SOFT OR LOOSE PIPE CAP AT TOP* HOLE DIA. 9" 12" POST SETTING REQUIREMENT TYPE OF POST LINE TERMINAL 38" 38" HOLE DEPTH PIPE CORNER POST LINE POST LINE POST CAP SEE TABLE42"1 1/2" DIAGONAL ROD NOTES: 1.POST SPACING: LINE POSTS SHALL BE EVENLY SPACED, CENTER TO CENTER. 2.BARBED WIRE ARM WHERE REQUIRED SHALL BE PER SPECIFICATION SECTION 02444 - CHAIN LINK FENCE AND GATES. 3.POST FOOTING SHALL HAVE A 1" CROWN FINISH. 4.CONTRACTOR SHALL SUBMIT A COMPLETE SHOP DRAWING OF PROPOSED FENCE AND GATE TO ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. SCALE: N.T.S. CHAIN LINK FENCE UNDISTURBED TRENCH MATERIAL PAY LIMIT FOR EXCAVATION PIPE DIAMETER DETAILSECTION UNDER PAVEMENT LOAM AND SEED 4" MIN. SEE NOTE 2 SEE PAVEMENTBASE SECTION UNDER GRASS 6"MIN.TRENCH WIDTH (SEE NOTE 1)MIN. DEPTH5' WITHOUTINSULATIONREPAVE AS REQUIRED (SEE PAVEMENT DETAIL) BACKFILL: SUITABLE EXCAVATED MATERIAL, COMMON FILL AS SPECIFIED. THOROUGHLY COMPACT WITH RAM OR PNEUMATIC TAMPER. SUITABLE EXCAVATED BACKFILL: MATERIAL, SAND OR GRAVEL AS SPECIFIED. COMPACT IN 12" LAYERS. PIPE BEDDING REPLACE EXCAVATED UNSUITABLE MATERIAL WITH CRUSHED STONE. DEPTH SHALL BE AS DIRECTED BY ENGINEER. IN TRENCH DIMENSIONS SHALL BE AS FOLLOWS: FOR PIPE LESS THAN OR EQUAL TO 12 INCHES IN DIAMETER, ALLOWABLE TRENCH WIDTH AT PLANE 12 INCHES ABOVE PIPE SHALL BE NO MORE THAN 36 INCHES. FOR PIPE GREATER THAN 12 INCHES IN DIAMETER THE ALLOWABLE TRENCH WIDTH SHALL BE EQUAL TO THE PIPE OUTSIDE DIAMETER PLUS 24 INCHES. WHERE NO GRASS OCCURS, MATCH EXISTING MATERIALS AND DEPTHS. PLACE A MINIMUM OF 6" BEDDING SHALL BE WRAPPED WITH FILTER FABRIC IN LOCATIONS WHERE EXISTING SOIL IS CONSIDERED UNSUITABLE BY THE ENGINEER. NOTES: (a) (b) 1. 2. 3. OF GRAVEL. SCALE: N.T.S. TYPICAL UTILITY TRENCH 8' TYPICAL HEIGHT3 STRANDS OF BARBED WIRE PIPE CAP PIPE CORNER POST LINE POST LINE POST CAP SEE TABLE36"1 1/2" 4' TYPICAL HEIGHT8' CHAIN LINK FENCE 4' CHAIN LINK FENCE SOIL SHALL BE 18" NOTE: 1.PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING APPLICATION OF LIME, FERTILIZER, AND SEED. 2.BEGIN AT THE TOP OF THE SLOPE BY ANCHORING THE BLANKET IN 6" DEEP X 6" WIDE TRENCH. BACKFILL AND COMPACT THE TRENCH AFTER STAPLING. 3.ROLL THE BLANKETS (A.) DOWN OR (B.) HORIZONTALLY ACROSS THE SLOPE. 4.THE EDGES OF PARALLEL BLANKETS MUST BE STAPLED WITH APPROXIMATELY 2" OVERLAP. 5.WHEN BLANKETS MUST BE SPLICED DOWN THE SLOPE, PLACE BLANKETS END OVER END (SHINGLE STYLE) WITH APPROXIMATELY 4" OVERLAP. STAPLE THROUGH OVERLAPPED AREA, APPROXIMATELY 12" APART. PREPARED & SEEDED 6" MIN. TOPSOIL LAYER STAPLES ANCHOR TOP EDGE OF BLANKETS IN 6"x6" TRENCH 12" OVERLAP AT ENDS OF BLANKETS EROSION CONTROL BLANKET (NORTH AMERICAN GREEN SC150/C) OR APPROVED EQUAL ANCHOR TOP EDGE OF BLANKET IN 6"x6" TRENCH EXISTI N G G R A D E PROP O S E D G R A D E TOPS OI L COMPACTED FILL 2 1 STAPLE PATTERN "C"6'3'1.5'1.5'3' SCALE: N.T.S. EROSION CONTROL BLANKET INSTALLATION SCALE: N.T.S. EROSION CONTROL BLANKET 4" THICK LOAM COMMON FILL OR EXISTING GRADE COMPACTED SUBGRADE 12" DENSE GRADED CRUSHED STONE 1-1/2" TOP COURSE TACK COAT 2-1/2" BINDER COURSE SCALE: N.T.S. TYPICAL LOAM AND SEED SCALE: N.T.S. TYPICAL PAVEMENT SECTION C-501MS MS TP CIVIL DETAILS - 1 MT ALL PIPE TRENCHES TO BE SAWCUT.4. SECTION A-A A A PROFILE NOTES: 1.FABRIC TO BE UV RESISTANT POLYPROPYLENE WITH A MINIMUM WEIGHT OF 2.5 OZ./S.Y. 2.FABRIC TO BE ATTACHED TO STAKES WITH STAPLES. 3.USE SLIT FENCE AND STRAW BALES WHERE INDICATED OR AS DIRECTED BY ENGINEER. 4.WHERE STRAW BALES ARE USED, TRENCH A MINIMUM OF 2" INTO EXISTING GRADE. 5.A MINIMUM OF (2) WOODEN OR METAL STAKES PER STRAW BALE. DRIVE STAKES A MINIMUM OF 12" INTO GROUND. 2"x2"x4' STAKE 30" TYP. EXISTING GRADE FILTER FABRIC 2"x2"x3' STAKE 12" STRAW WATTLE EXISTING GRADE 12" MIN. 6" MIN. 10'-0" MAX. 2"x2"x3' STAKE 2"x2"x4' STAKE FILTER FABRIC BOTTOM OF 2" TRENCH SCALE: N.T.S. SILT FENCE WITH STRAW WATTLE DETAIL SEDIMENT FOREBAY (APPROX. 20% OF TOTAL BASIN AREA) INFILTRATION BASIN (APPROX. 80% OF TOTAL BASIN AREA) 2' MIN. SEASONAL HIGH WATER TABLE = 18.0' STONE-ARMORED EMERGENCY SPILLWAY (AS APPLICABLE, SEE PLANS). MODIFIED ROCKFILL: MASSDOT STD. SPEC NO. M2.02.4-1 UNCOMPACTED, SCARIFIED, UNDISTURBED SOIL GABION BASKET (SEE DETAIL THIS SHEET) STONE ARMORING TO EXTEND 0.5X LENGTH OF SLOPE (MIN.) PRECAST CONCRETE CURB OUTLET WEIR TOP OF CURB ELEV.: 27.0' SPILLWAY INV ELEV.: 26.5' (SEE DETAIL) 4" LOAM AND SEED SIDE SLOPES (TYP.) 3 1 3 1 3 1 STONE ARMORING TO EXTEND TO DRIVEWAY FLOW FLOW DRAIN PIPE OUTLET W/ FLARED END SECTION BOTTOM OF INFILTRATION BASIN: 24.0' OUTLET PROTECTION (SEE DETAIL THIS SHEET) TOP OF BERM ELEV.: 27.5' TOP OF GABION ELEV.: 26.0' 18" (MIN.) 24" (MIN.) V A R I E S S E E P L A N FINISH DEPTH (SEE PLAN) GABION DEPTH TOP OF GABION BASIN SLOPE GABIONS SHALL EXTEND TO THE FULL WIDTH OF THE BASIN AT TOP OF GABION AND BE EMBEDDED A MINIMUM OF 6" INTO BASIN SIDEWALLS LID DIAPHRAGM DURA-WELD 9 GAUGE GABION BY GABION SUPPLY OR EQUAL FILL GABION WITH MODIFIED ROCKFILL (MASSDOT STD. SPEC NO. M2.02.4-1) UNDISTURBED OR REGRADED SOILS LOAM AND SEED EMBEDMENT MAY BE REQUIRED TO MEET TOP AND BOTTOM ELEVATION REQUIREMENTS SHOWN ON THE PLAN. NO MINIMUM EMBEDMENT IS REQUIRED. GABION PROFILE (ACROSS WIDTH OF BASIN) GABION CROSS SECTION 3"X3" WIRE MESH OPENINGS NOTE: 1. GABIONS TO BE ASSEMBLED PER MANF. FRONT VIEW TOP OF BERM SPILLWAY DEPTH 12" SPILLWAY INVERT SPILLWAY WIDTH (SEE SITE PLANS) A A SPILLWAY INVERT TOP OF BERM 6" LAYER OF RIPRAP INFILTRATION BASIN OUTLET SLOPE FLOW CURBING WIDTH (SEE SITE PLANS) PRE-CAST CONCRETE CURB LEVEL SPREADER PRE-CAST CONCRETE CURB LEVEL SPREADER SET CURB IN CONCRETE TOP OF CURB SECTION VIEW LOAM AND SEED 6" CURB HEIGHT 6" SUPPORT BLOCKS TO BE PRESSURE TREATED WOOD OR CONCRETE MASONRY BLOCK. DO NOT BLOCK DRAIN PROVIDE 5 CU.FT. OF 3/4" CRUSHED STONE HYDRANT SUPPORT BLOCK PROVIDE HYDRANT AND VALVE JOINTS WITH RESTRAINED MECHANICAL JOINTS.1. 2. NOTES:NOTE: ANCHOR TEE WATER MAIN FINISHED GRADE 6" GATE VALVE VALVE BOX STANDARD VALVE BOX AND COVER. COVER SHALL READ "WATER". PUMPER CONNECTION FACES ROAD FILTER FABRIC SET HYDRANT AT PROPER BURY LINE BREAKAWAY FLANGE COVER LABELED 'WATER' (TYP.) FINISHED GRADE FLANGE ADJUSTABLE SLIDING VALVE BOX (CENTER OVER OPERATING NUT) VALVE WATER MAIN UNDISTURBED MATERIAL SEPT 2025 0 24001053.001A TOWN OF YARMOUTH DPW WATER & WASTEWATER DEPARTMENT 99 BUCK ISLAND ROAD WEST YARMOUTH, MA 02673 REV DESCRIPTION DSN CHK DATE DWN APP One Beacon Street, Suite 8100 Boston, MA 02108 Phone: 617-497-7800 www.kleinfelder.com DESIGNED BY ISSUE DATE CURRENT REVISION DRAWN BY CHECKED BY PROJECT NO. REVISIONS 1"0 SCALE VERIFICATION THIS BAR IS 1 INCH IN LENGTH ON ORIGINAL DRAWING IF IT'S NOT 1 INCH ON THIS SHEET ADJUST YOUR SCALES ACCORDINGLY APPROVED BY ORIGINAL DRAWING SIZE IS 22 x 34 YARMOUTH WELLS 10 & 11 SEASONAL PFAS TREATMENT SYSTEM DWSRF-13799 NOT FOR CONSTRUCTION DRAIN PIPE OUTLET 12'6' 12' SCALE: N.T.S. RIPRAP EROSION CONTROL OUTLET PROTECTION APRON NONWOVEN FILTER FABRIC NOTE: BASIN SHALL BE LARGE ENOUGH TO PREVENT OVERTOPPING. SEE PROJECT SWPPP. 2 - 1" x1" x 4' WOODEN STAKES EACH BALE (TYP). BALED HAY OR STRAW. MIN. SIZE SHALL BE 36" X 18" X 24" PLACE FILTER FABRIC BELOW CRUSHED STONE BUTT SEDIMENTATION CONTROL BALES TOGETHER DISCHARGE HOSE FROM SUMP 3 4" MIN. CRUSHED STONE SURROUND HAYBALES WITH 1' WIDE OF 3 4" MIN CRUSHED STONE 3 4" MIN. CRUSHED STONE SCALE: N.T.S. CONSTRUCTION DEWATERING PROPOSED ASPHALT BERM OVER CURB (IF NECESSARY) NO PARKING WITHIN 10' OF ALL CONSTRUCTION ENTRANCES. CONTRACTOR TO POST SIGNS 50' MIN. 45' MIN. 12' MIN.20' MIN.10' MIN.OPTIONAL WASH RACK PRE-CAST CONCRETE OR CORRUGATED STEEL PLATES SIDEWALKROADWAYCONSTRUCTION FENCE 10' MIN.PROVIDE DRAINAGE AWAY FROM STABILIZED CONSTRUCTION ENTRANCE TO ACCEPTABLE SEDIMENT TRAPPING DEVICE 1 1 2 " MIN. DIA. CRUSHED STONE. MASSDOT SPEC M2.01.1 FILTER FABRIC 1 1 2 " MIN. DIA. CRUSHED STONE. 3" MIN. 3" MIN. NOT TO SCALE SCALE: N.T.S. STABILIZED VEHICLE CONSTRUCTION EXIT10' MIN.SECTION A-A PLAN NOTES: 1.MODIFIED ROCKFILL SHALL MEET MASSDOT SPEC M2.02.4 2.RIP RAP SHALL BE AT LEAST 8" THICK FOR INSTALLATION 3.MATERIAL UNDERNEATH RIP RAP AND 8OZ GEOTEXTILE FABRIC SHALL CONFORM TO THE TYPICAL CROSS SECTION AT THE LOCATION INSTALLED. DRAIN PIPE OUTLET FINISH GRADE FINISH GRADE 8OZ. GEOTEXTILE FABRIC SCALE: N.T.S. INFILTRATION BASIN SECTION SCALE: N.T.S. GABION BASKET SCALE: N.T.S. TYPICAL PRECAST CONCRETE CURB OUTLET WEIR SCALE: N.T.S. TYPICAL HYDRANT ASSEMBLY SCALE: N.T.S. WATER MAIN GATE VALVE C-502MS MS TP CIVIL DETAILS - 2 MT Town of Yarmouth, Wells 10 & 11 Seasonal PFAS Treatment System RDA Attachment 4: Wetlands Report 451 Forest Road, Yarmouth, MA |July 10, 2025 PAGE 1 WSP USA,Inc. 100 Summer Street, 13th Floor Boston, MA 02110 USA T: 617.426.7330 Memo To:Mr.Tyler Bernier Kleinfelder From:Kimberly Degutis,SPWS,WSP Date:July 10, 2025 Re:Wetland Delineation:451 Forest Road,Yarmouth, MA 02673 On June 18, 2025, WSP USA (WSP) wetland scientists conducted a reconnaissance of a portion of the property located at 451 Forest Road in Yarmouth, Massachusetts. The focus of this work included a 5.5- acre portion of parcel 77_2 (Study Area) (see attached Figure 1). The purpose of this work was to delineate wetlands in the Study Area and to assess potential regulatory jurisdiction of observed features. SITE LOCATION AND DESCRIPTION The Study Area includes a 5.5-acre portion of a 61.4-acre undeveloped parcel identified as the Yarmouth Water Supply Land in the Town of Yarmouth. The Study Area slopes generally to the south towards Plashes Pond. The current land use of the Study Area is primarily forested with mixed deciduous and coniferous species in the overstory and a thick understory typically dominated by sweet pepperbush (Clethra alnifolia), inkberry (Ilex glabra) and greenbriar (Smilax glauca). The Study Area is bordered to the north, south, east and west by undeveloped forest. A larger single- family sized residential area is located to the northeast; a tributary to Plashes Pond, Plashes Brook, crosses through the west of the study area via terrace wetlands. Plashes Brook is a tributary of Parkers River, which drains to Dogfish Bar / Nantucket Sound. SUMMARY OF FINDINGS Within the Study Area, WSP observed four (4) regulated resource areas. Three bordering vegetated wetlands, associated with a tributary to Plashes Pond, were observed and an extension to Plashes Brook, a mapped perennial stream. Resource areas are summarized in Table 1, below, and described fully under Resource Area Descriptions. 451 Forest Road, Yarmouth, MA |July 10, 2025 PAGE 2 Table 1 - Resource Area Summary Resource Area Name MassDEP Wetland Type Anticipated Federal (USACE) Jurisdiction Anticipated State (WPA) Jurisdiction Anticipated Yarmouth Jurisdiction Notes A BVW Likely –contains a surficial, relatively permanent connection to a WOUS1 BVW is likely jurisdictional Wetland is likely jurisdictional North boundary is topographically defined C BVW Likely –contains a surficial, relatively permanent connection to a WOUS BVW is likely jurisdictional Wetland is likely jurisdictional Terrace to Plashers Brook D BVW Likely –contains a direct surficial, relatively permanent connection to a WOUS BVW is likely jurisdictional Wetland is likely jurisdictional Terrace to Plashers Brook Plashes Brook Extension Bank / Riverfront Area Likely – contains a direct surficial, relatively permanent connection to a WOUS Stream is likely jurisdictional Stream is likely jurisdictional Unnamed extension to Plashes Brook, mapped on USGS as perennial stream RESOURCE AREA BOUNDARY DELINEATION AND METHODOLOGY The wetland delineation was conducted in June 2025 consistent with the 2022 Massachusetts Department of Environmental Protection (MassDEP) handbook titled Massachusetts Handbook for Delineation of Bordering Vegetated Wetlands2, Section 5.5.1 Delineation Procedures, and in accordance with the 1987 Corps of Engineers Wetlands Delineation Manual3 (1987 Manual), using the Routine Determination Method; in conjunction with the Regional Supplement to the Corps of Engineers Wetland Delineation Manual4 (Regional Supplement). Observed wetlands were classified in accordance with the Classification of Wetlands and Deepwater Habitats of the United States – 1 WOUS – Water of the United States, jurisdictional definition as of June 10, 2025. 2 310 CMR: Department of Environmental Protection; Wetlands Protection Act 3 U.S. Army Corps of Engineers, Environmental Laboratory. 1987.Corps of Engineers Wetlands Delineation Manual, Technical Report Y-87-1, U.S. Army Engineer Waterways Experiment Station, Vicksburg, Mississippi 4 U.S. Army Corps of Engineers, 2012.Regional Supplement to the Corps of Engineers Wetland Delineation Manual: Northcentral and Northeast Region (Version 2.0), ed. J.S. Wakeley, R.W. Lichvar, C.V. Noble and J.F. Berkowitz. ERDC/EL TR-12-1. Vicksburg, Mississippi; U.S. Army Engineer Research and Development Center 451 Forest Road, Yarmouth, MA |July 10, 2025 PAGE 3 Second Edition5. Stream boundaries were delineated using procedures outlined in the US Army Corps of Engineers National Ordinary High Water Mark Field Delineation Manual for Rivers and Streams6. Publicly available environmental data including the USDA Natural Resources Conservation Service Web Soil Survey for Barnstable County (MA)7; Massachusetts MassMapper; and FEMA Flood Insurance Rate Maps were used to prepare the Wetland Determination Data Forms and this wetland delineation report. Descriptions of resource areas delineated within the Study Area are provided in the following sections, and representative photographs are attached. Resource boundaries were witnessed in the field with pink or blue flagging tied on vegetation. Flagging points were collected using sub-meter-capable GPS survey. The resource boundary flags were established by examining the vegetation, soils, and evidence of hydrology at several locations within the Study Area. Sample plots were conducted, and data were collected to characterize the wetland and upland conditions. Dominant vegetation, soils, and indicators of hydrology were recorded on standard Wetland Determination Data Forms sourced from the Regional Supplement; these forms are attached. DESKTOP ANALYSIS A desktop analysis using the MassGIS MassMapper8 online database preceded the field investigation to identify critical areas on or within 100 feet of the Study Area. There are two MassDEP mapped wetlands represented in the Study Area: the wetland complex located north of the access road, identified as a wooded swamp, and the wetland complex located to the south of the access road, identified as a shrub swamp. One stream is mapped in the Study Area: Plashes Brook, a perennial stream that crosses under the access road via culvert. The Study Area is mapped as underlain by three separate soil units, one of which is hydric: Freetown muck, ponded, coastal lowland, 0 to 1 percent slopes. This unit is mapped coincident with Plashes Brook. A review U.S. Fish and Wildlife Service, National Wetland Inventory9 information for the Study identified the feature mapped as Plashes Brook as two differing features: north of the access road, the feature is denoted as a Riverine Lower Perennial, Unconsolidated Bottom, Permanently Flooded hydrologic regime. South of the access road, the Brook is mapped as Riverine Unknown Perennial, Unconsolidated Bottom, Permanently Flooded. There are two mapped FEMA Flood Hazard Areas (Zone A) within the Study Area; both are coincident with the mapped stream features described above. There are no Massachusetts Natural Heritage & Endangered Species Program (NHESP) Estimated Habitats of Rare Wildlife or NHESP Priority Habitats of Rare Species mapped within the Study Area. There are no NHESP Certified Vernal Pools mapped within the Study Area. RESOURCE AREA DESCRIPTIONS 5 Federal Geographic Data Committee. 2013.Classification of Wetlands and Deepwater Habitats of the United States. FGDT-STD-004-2013, 2nd edition. Wetlands Subcommittee, Federal Geographic Data Committee and U.S. Fish and Wildlife Service, Washington, DC 6 U.S. Army Corps of Engineers, 2025.Final National Ordinary High Water Mark Field Delineation Manual for Rivers and Streams, Interim Version. ed. Gabrielle C. L. David, Ken M. Fritz, Tracie-Lynn Nadeau, Brian J. Topping, Aaron O. Allen, Patrick H. Trier, Steven L. Kichefski, L. Allan James, Ellen Wohl, and Daniel Hamill. ERDC/CRREL TR-22-26. Vicksburg, Mississippi; Wetlands Regulatory Assistance Program 7 Soil Survey Staff, Natural Resources Conservation Service, United States Department of Agriculture. Web Soil Survey. Available online at the following link:https://websoilsurvey.sc.egov.usda.gov/. Accessed 6/10/2025 8 MassGIS (Bureau of Geographic Information), Commonwealth of Massachusetts EOTSS. MassMapper Interactive Mapping Application. Accessed online at:https://maps.massgis.digital.mass.gov/MassMapper/MassMapper.html. Accessed 6/10/2025. 9 Available online at:https://fwsprimary.wim.usgs.gov/wetlands/apps/wetlands-mapper/ Accessed 6/10/2025 451 Forest Road, Yarmouth, MA |July 10, 2025 PAGE 4 WETLAND A – FRESHWATER SCRUB-SHRUB / FORESTED Wetland A is a bordering vegetated wetland (BVW) habitat that includes a heavy scrub-shrub understory with a dense, overstory and is delineated by flags A1-A10. Desktop review indicates that this wetland is hydrologically connected to Plashes Pond and, subsequently, Plashes Brook. The boundary of the wetland was field delineated along a defined topographic break on the eastern boundary with the adjacent to the existing pump station and additionally delineated via desktop interpolation of topographic data due to unsafe access. Dominant vegetation observed included red maple (Acer rubrum, FAC) in the overstory and sweet pepperbush (Clethra alnifolia, FAC), inkberry (Ilex glabra, FACW) and highbush blueberry (Vaccinium corymbosum, FACW) in the understory. Representative soil samples satisfied the S1 indicator (Sandy Mucky Miner). Primary hydrologic indicators include high water table, saturation, hydrogen sulfide odor and water stained leaves. WETLAND C – FRESHWATER SCRUB-SHRUB/ FORESTED Wetland C is a bordering vegetated wetland (BVW) habitat that is hydrologically connected to Plashes Pond and, subsequently, Plashes Brook. This wetland is delineated by flags C1-C10. The boundary of the wetland was delineated along a strong topographic and vegetation break surrounding a linear ponded area. The wetland appears to be hydrologically connected to Wetland D via corrugated metal pipe culvert under a dirt access road. Dominant vegetation observed included red maple in the overstory and sweet pepperbush, inkberry and highbush blueberry in the understory with small patches of cinnamon fern (Osmundastrum cinnamomeum, FACW) throughout. Representative soil samples satisfied the S1 indicator (Sandy Mucky Miner). Primary hydrologic indicators include observation of surface water (ponding), high water table, saturation, hydrogen sulfide odor and water- stained leaves. WETLAND D – FRESHWATER SCRUB-SHRUB Wetland D is a bordering vegetated wetland (BVW) habitat that is hydrologically connected to Plashes Pond and, subsequently, Plashes Brook. The boundary of the wetland was delineated along a strong topographic and vegetation break surrounding a linear ponded area and is marked as D1-D9 in the field. The wetland appears to be hydrologically connected to Wetland C via a small, corrugated metal pipe culvert under a dirt access road. Dominant vegetation observed included red maple in the overstory and sweet pepperbush, inkberry and highbush blueberry in the understory. Representative soil samples satisfied the S1 indicator (Sandy Mucky Miner). Primary hydrologic indicators include observation of surface water (ponding), high water table, saturation, hydrogen sulfide odor and water- stained leaves. PLASHES BROOK EXTENSION The Plashes Brook was delineated coincident with the wetland boundaries for wetlands C and D at the access road culvert. Mean annual high-water limits were observed to be similar in spatial extent to the wetland boundary in this location; staining, break in topography and change in vegetation were observed to categorize this limit. JURISDICTIONAL WETLAND RESOURCE AREAS – FEDERAL CLEAN WATER ACT (SECTION 404) According to 33 CFR §328.3(c)(4), vegetated wetlands are defined as “those areas that are inundated or saturated by surface or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support a prevalence of vegetation typically adapted for life in saturated soil conditions.” The wetland boundaries previously described in this report were delineated in accordance with this definition. It is our opinion that Wetlands A, C and D are jurisdictional features connected to Plashers Brook via surficial, relatively permanent hydrologic connection. 451 Forest Road, Yarmouth, MA |July 10, 2025 PAGE 5 JURISDICTIONAL WETLAND RESOURCE AREAS – MASSACHUSETTS WETLANDS PROTECTION ACT Wetland resource area boundaries were also assessed and delineated in accordance with methods developed by the 2022 Massachusetts Department of Environmental Protection handbook titled Delineation of Bordering Vegetated Wetlands, as well as definitions set forth in the Wetland Regulations, 310 CMR 10.00. BORDERING VEGETATED WETLAND – 310 CMR 10.55 Three BVW boundaries were observed within the Project Site. According to the Massachusetts Wetlands Protection Act regulations at 310 CMR 10.55(b)1, “Bordering Vegetated Wetlands” are “freshwater wetlands which border on creeks, rivers, streams, ponds and lakes. The boundary of Bordering Vegetated Wetlands is the line within which 50% or more of the vegetational community consists of wetland indicators plants and saturated or inundated conditions exist”. Wetlands A, C and D are assumed to be bordering vegetated wetlands through an assumed surface hydrologic connection to Plashers Brook. BANK – 310 CMR 10.54 Bank, associated with Plashes Brook extension at the access road culvert crossing, was observed within the Project Site. According to the Massachusetts Protection Act regulations at 310 CMR 10.54(b)1, “Bank” is defined as “the portion of the land surface which normally abuts and confines a water body. It occurs between a water body and a vegetated bordering wetland and adjacent flood plain, or, in the absence of these, it occurs between a water body and an upland. A Bank may be partially or totally vegetated, or it may be comprised of exposed soil, gravel, or stone.” Bank was delineated coincidence with Wetlands C and D boundaries at the culvert crossing. RIVERFRONT AREA – 310 CMR 10.58 According to 310 CMR 10.58(2), the definition of Riverfront Area is “the area of land between a river’s MAHW line and a parallel line measured horizontally. The RA may include or overlap other resource areas or their buffer zones. The RA does not have a buffer zone.” RA within the Study Area coincides with the boundaries for Wetlands C and D at the access road culvert crossing. JURISDICTIONAL WETLAND RESOURCE AREAS – MASSACHUSETTS CLEAN WATERS ACT (SECTION 401) The limit of jurisdiction under Massachusetts Clean Waters Act (Section 401), as specified in 314 CMR 9.00, is the limit of Section 404 jurisdiction under the federal Clean Water Act. Exceedances of the jurisdictional threshold under 314 CMR 9.00 require filing for a Water Quality Certification under Section 401. JURISDICTIONAL WETLAND RESOURCE AREAS – TOWN OF YARMOUTH The Town of Yarmouth has codified wetland protection regulations under section 1.02 Statement of jurisdiction: “(1) Areas subject to Protection Under the Bylaw. The following areas are subject to protection under the bylaw: (collectively the “resource areas protected by the bylaw”) (a) Any freshwater, brackish, or coastal wetlands, marshes, wet meadows, bogs, swamps, vernal pools and vernal pool habitat, springs, banks, lakes, ponds of any size, beaches, dunes, estuaries, the ocean, lands under water bodies, and intermittent streams, brooks and creeks; (b) Lands adjoining the resource areas set forth in 1.02 (1)(a) out to a distance of 100 feet, known as the buffer zone; (c) perennial rivers, streams, brooks and creeks; 451 Forest Road, Yarmouth, MA |July 10, 2025 PAGE 6 (d) Lands adjoining the resource areas set forth in 1.02 (1)(c) out to a distance of 200 feet, known as the riverfront area; (e) lands subject to flooding or inundation by groundwater or surface water; (f) Lands subject to tidal action; (g) lands subject to coastal storm flowage; and (h) Portions of land within Coastal Watershed Areas and Lake and Pond Recharge Areas as mapped by the “Water Resources Protection Study” for the Town of Yarmouth, dated August, 1988 by I.E.P. and Wright Pierce..” Said resource areas shall be protected whether or not they border surface waters. Because the purpose of the Bylaw is to protect the function of wetland resources, including those within land subject to coastal storm flowage, any requirements for the siting and elevation of buildings and other structures included in the performance standards are intended to protect the wetland resource values of the land subject to coastal storm flowage and are not provided for the purpose of regulating construction materials and methods, since those requirements are governed by the Massachusetts State Building Code (MSBC).” Wetlands A, C and D would be regulated under the Town of Yarmouth’s wetland bylaw under section (a). 451 Forest Road, Yarmouth, MA |July 10, 2025 PAGE 7 WETLAND DELINEATION FIGURE Wetland A Wetland C Wetland D For est RoadService Layer Credits: MassG ISEsri, HERE, Garm in, (c) OpenStreetMap contributors, and the GIS user com munity Figure 1Wetland Delineation Plan Kleinfelder 451 Forest RoadYarmouth, MA Legend WSP D elin eated We tla nds WSP D elin eated Riverfront Area MassDEP Marsh/Bo g MassDEP Wooded marsh STUDY ± 0 500250 Feet Site Locus µ 451 Forest Road, Yarmouth, MA |July 10, 2025 PAGE 8 WETLAND DATA SHEETS Project/Site: Applicant/Owner:State: Investigator(s): Lat: Soil Map Unit Name:NWI classification: X Are Vegetation , Soil , or Hydrology Yes X Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. X No X No X X No X X X X X X X X X X Yes X U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET – Northcentral and Northeast Region See ERDC/EL TR-12-1; the proponent agency is CECW-CO-R OMB Control #: 0710-0024, Exp: 9/30/2027 Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) Hydrogen Sulfide at 4-inches. 451 Forest Road City/County: Yarmouth / Barnstable Sampling Date: 6/18/25 Landform (hillside, terrace, etc.): Terrace Local relief (concave, convex, none): none Slope %: 1 Kleinfelder MA Sampling Point:1 WSP: Kimberly Degutis, SPWS Section, Township, Range: n/a NAD83 Freetown muck, ponded, coastal lowland, 0 to 1 percent slopes PSS/FO1B Are climatic / hydrologic conditions on the site typical for this time of year?Yes No (If no, explain in Remarks.) Subregion (LRR or MLRA):Long: 70°13'3.16"W Datum:LRR S, MLRA 149B 41°40'43.04"N significantly disturbed?Are “Normal Circumstances” present?No naturally problematic?(If needed, explain any answers in Remarks.) Hydrophytic Vegetation Present?Yes Wetland Hydrology Present?Yes If yes, optional Wetland Site ID: A Is the Sampled Area Hydric Soil Present?Yes within a Wetland?Yes No Remarks: (Explain alternative procedures here or in a separate report.) Sample plot associated with flag A4. Areas of saturation to surface observed throughout plot and adjacent wetland areas. HYDROLOGY Wetland Hydrology Indicators:Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply)Surface Soil Cracks (B6) Surface Water (A1) Water Marks (B1)Hydrogen Sulfide Odor (C1)Crayfish Burrows (C8) Sediment Deposits (B2)Oxidized Rhizospheres on Living Roots (C3)Saturation Visible on Aerial Imagery (C9) Water-Stained Leaves (B9)Drainage Patterns (B10) High Water Table (A2)Aquatic Fauna (B13)Moss Trim Lines (B16) Saturation (A3)Marl Deposits (B15)Dry-Season Water Table (C2) Iron Deposits (B5)Thin Muck Surface (C7)Shallow Aquitard (D3) Inundation Visible on Aerial Imagery (B7)Other (Explain in Remarks)Microtopographic Relief (D4) Drift Deposits (B3)Presence of Reduced Iron (C4)Stunted or Stressed Plants (D1) Algal Mat or Crust (B4)Recent Iron Reduction in Tilled Soils (C6)Geomorphic Position (D2) Water Table Present?Yes No Depth (inches):9 Sparsely Vegetated Concave Surface (B8)FAC-Neutral Test (D5) Field Observations: Surface Water Present?Yes No Depth (inches): Remarks: No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Northeast Regional Climate Center, 3-month percent of normal precipitation mapping (125-150%); MA Energy and Environmental Affairs Drought Monitor Status for Southeast Region (Level 2 - Significant Drought); Aerial photography; MA Bare-Earth LIDAR elevation data; Saturation Present?Yes No Depth (inches):5 Wetland Hydrology Present? ENG FORM 6116-8, SEP 2024 Northcentral and Northeast – Version 2.0 Sampling Point: (Plot size: 1. 2. 3. 4. 5. 6.(A/B) Sapling/Shrub Stratum (Plot size:x 1 = 1.x 2 = 2.x 3 = 3.x 4 = 4.x 5 = 5.Column Totals:(B) 6. Herb Stratum (Plot size:X 1.X 2.4 - Morphological Adaptations1 (Provide supporting 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. (Plot size: 1. 2. 3. 4.X VEGETATION – Use scientific names of plants.1 Tree Stratum 30') Absolute % Cover Dominant Species? Indicator Status Dominance Test worksheet: Acer rubrum 75 Yes FAC Number of Dominant Species That Are OBL, FACW, or FAC:4 (A) Total Number of Dominant Species Across All Strata:4 (B) Percent of Dominant Species That Are OBL, FACW, or FAC:100.0% Clethra alnifolia 65 Yes FAC Prevalence Index worksheet: 25 Yes FACW FAC species 140 420 0 0 Total % Cover of: 90 OBL species Multiply by: FACW species 45 0 510 UPL species 0 0 Vaccinium corymbosum 15 No FACW FACU species 0 Prevalence Index = B/A =2.76 185 (A) 105 =Total Cover 1 - Rapid Test for Hydrophytic Vegetation 5')2 - Dominance Test is >50% Hydrophytic Vegetation Indicators: Osmundastrum cinnamomeum 5 Yes FACW 3 - Prevalence Index is ≤3.01 Problematic Hydrophytic Vegetation1 (Explain) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. data in Remarks or on a separate sheet) Sapling/shrub – Woody plants less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Definitions of Vegetation Strata: Tree – Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Woody Vine Stratum 5')Woody vines – All woody vines greater than 3.28 ft in height. Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall.5 =Total Cover Hydrophytic Vegetation Present?Yes No Remarks: (Include photo numbers here or on a separate sheet.) =Total Cover 7. 7. 75 =Total Cover 15') Ilex glabra ENG FORM 6116-8, SEP 2024 Northcentral and Northeast – Version 2.0 Sampling Point: X X X SOIL 1 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features M (inches)Color (moist)%Color (moist)%Type1 5-14 10YR 3/3 Mucky Sand Loc2 Texture Remarks M Sandy Sandy14-18 10YR 4/2 90 10YR 3/4 10 RM 90 10YR 4/2 10 RM Histic Epipedon (A2) Hydric Soil Indicators:Indicators for Problematic Hydric Soils3: Histosol (A1) Polyvalue Below Surface (S8) (LRR R, 2 cm Muck (A10) (LRR K, L, MLRA 149B) 5 cm Mucky Peat or Peat (S3) (LRR K, L, R) Polyvalue Below Surface (S8) (LRR K, L) Hydrogen Sulfide (A4)Thin Dark Surface (S9) (LRR R, MLRA 149B) Depth (inches):Hydric Soil Present? Thin Dark Surface (S9) (LRR K, L) 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix. Thick Dark Surface (A12)Loamy Gleyed Matrix (F2)Red Parent Material (F21)(outside MLRA 145) Depleted Matrix (F3)Very Shallow Dark Surface (F22) Stratified Layers (A5)High Chroma Sands (S11) (LRR K, L)Iron-Manganese Masses (F12) (LRR K, L, R) Depleted Below Dark Surface (A11)Loamy Mucky Mineral (F1) (LRR K, L)Piedmont Floodplain Soils (F19) (MLRA 149B) 0-5 10YR 3/1 100 Black Histic (A3) Mesic Spodic (A17) (MLRA 144A, 145, 149B) Dark Surface (S7) MLRA 149B) Redox Depressions (F8)Sandy Mucky Mineral (S1) Other (Explain in Remarks)Redox Dark Surface (F6) Depleted Dark Surface (F7)Iron Monosulfide (A18) Sandy Gleyed Matrix (S4) Sandy Redox (S5) Stripped Matrix (S6) The presence of a reduced matrix within 12 inches of the soil surface indicates that this soil is hydric based on the hydric soil definition: ”a soil that formed under conditions of saturation, flooding or ponding long enough during the growing season to develop anaerobic conditions in the upper part”. Marl (F10) (LRR K, L) Red Parent Material (F21)(MLRA 145) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Yes No Remarks: Restrictive Layer (if observed): Type:N/A ENG FORM 6116-8, SEP 2024 Northcentral and Northeast – Version 2.0 Project/Site: Applicant/Owner:State: Investigator(s): Lat: Soil Map Unit Name:NWI classification: X Are Vegetation , Soil , or Hydrology Yes X Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. NoX NoX X NoX ? X X X Yes X U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET – Northcentral and Northeast Region See ERDC/EL TR-12-1; the proponent agency is CECW-CO-R OMB Control #: 0710-0024, Exp: 9/30/2027 Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) 451 Forest Road City/County: Yarmouth / Barnstable Sampling Date: 6/18/25 Landform (hillside, terrace, etc.): slope Local relief (concave, convex, none): None Slope %: 3 Kleinfelder MA Sampling Point:2 WSP: Kimberly Degutis, SPWS Section, Township, Range: n/a NAD83 Carver coarse sand, 0 to 3 percent slopes UPL Are climatic / hydrologic conditions on the site typical for this time of year?Yes No (If no, explain in Remarks.) Subregion (LRR or MLRA):Long: 70°13'2.86"W Datum:LRR S, MLRA 149B 41°40'43.06"N significantly disturbed?Are “Normal Circumstances” present?No naturally problematic?(If needed, explain any answers in Remarks.) Hydrophytic Vegetation Present?Yes Wetland Hydrology Present?Yes If yes, optional Wetland Site ID: Is the Sampled Area Hydric Soil Present?Yes within a Wetland?Yes No Remarks: (Explain alternative procedures here or in a separate report.) Sample plot associated with flag A4, located on slope towards existing pump station facility. HYDROLOGY Wetland Hydrology Indicators:Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply)Surface Soil Cracks (B6) Surface Water (A1) Water Marks (B1)Hydrogen Sulfide Odor (C1)Crayfish Burrows (C8) Sediment Deposits (B2)Oxidized Rhizospheres on Living Roots (C3)Saturation Visible on Aerial Imagery (C9) Water-Stained Leaves (B9)Drainage Patterns (B10) High Water Table (A2)Aquatic Fauna (B13)Moss Trim Lines (B16) Saturation (A3)Marl Deposits (B15)Dry-Season Water Table (C2) Iron Deposits (B5)Thin Muck Surface (C7)Shallow Aquitard (D3) Inundation Visible on Aerial Imagery (B7)Other (Explain in Remarks)Microtopographic Relief (D4) Drift Deposits (B3)Presence of Reduced Iron (C4)Stunted or Stressed Plants (D1) Algal Mat or Crust (B4)Recent Iron Reduction in Tilled Soils (C6)Geomorphic Position (D2) Water Table Present?Yes No Depth (inches): Sparsely Vegetated Concave Surface (B8)FAC-Neutral Test (D5) Field Observations: Surface Water Present?Yes No Depth (inches): Remarks: No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Northeast Regional Climate Center, 3-month percent of normal precipitation mapping (125-150%); MA Energy and Environmental Affairs Drought Monitor Status for Southeast Region (Level 2 - Significant Drought); Aerial photography; MA Bare-Earth LIDAR elevation data; Saturation Present?Yes No Depth (inches):Wetland Hydrology Present? ENG FORM 6116-8, SEP 2024 Northcentral and Northeast – Version 2.0 Sampling Point: (Plot size: 1. 2. 3. 4. 5. 6.(A/B) Sapling/Shrub Stratum (Plot size:x 1 = 1.x 2 = 2.x 3 = 3.x 4 = 4.x 5 = 5.Column Totals:(B) 6. Herb Stratum (Plot size: 1. 2.4 - Morphological Adaptations1 (Provide supporting 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. (Plot size: 1. 2. 3. 4.X VEGETATION – Use scientific names of plants.2 Tree Stratum 30') Absolute % Cover Dominant Species? Indicator Status Dominance Test worksheet: Pinus rigida 75 Yes FACU Number of Dominant Species That Are OBL, FACW, or FAC:Acer rubrum 10 No FAC 1 (A) Total Number of Dominant Species Across All Strata:3 (B) Percent of Dominant Species That Are OBL, FACW, or FAC:33.3% Clethra alnifolia 50 Yes FAC Prevalence Index worksheet: 25 Yes FACU FAC species 70 210 0 0 Total % Cover of: 0 OBL species Multiply by: FACW species 0 400 610 UPL species 0 0 Acer rubrum 10 No FAC FACU species 100 Prevalence Index = B/A =3.59 170 (A) 85 =Total Cover 1 - Rapid Test for Hydrophytic Vegetation 5')2 - Dominance Test is >50% Hydrophytic Vegetation Indicators: 3 - Prevalence Index is ≤3.01 Problematic Hydrophytic Vegetation1 (Explain) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. data in Remarks or on a separate sheet) Sapling/shrub – Woody plants less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Definitions of Vegetation Strata: Tree – Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Woody Vine Stratum 5')Woody vines – All woody vines greater than 3.28 ft in height.Smilax glauca FACU Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall.=Total Cover Hydrophytic Vegetation Present?Yes No Remarks: (Include photo numbers here or on a separate sheet.) =Total Cover 7. 7. 85 =Total Cover 15') Pinus rigida ENG FORM 6116-8, SEP 2024 Northcentral and Northeast – Version 2.0 Sampling Point: X SOIL 2 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features Faint redox concentrations (inches)Color (moist)%Color (moist)%Type1 4-9 10YR 4/4 Loamy/Clayey Loc2 Texture Remarks Sandy Faint redox concentrations Faint redox concentrations Faint redox concentrations 7.5YR 4/4 5 C 90 10YR 5/4 5 C 9-18 7.5YR 4/3 90 7.5YR 4/4 5 C Sandy 10YR 3/3 5 C Histic Epipedon (A2) Hydric Soil Indicators:Indicators for Problematic Hydric Soils3: Histosol (A1) Polyvalue Below Surface (S8) (LRR R, 2 cm Muck (A10) (LRR K, L, MLRA 149B) 5 cm Mucky Peat or Peat (S3) (LRR K, L, R) Polyvalue Below Surface (S8) (LRR K, L) Hydrogen Sulfide (A4)Thin Dark Surface (S9) (LRR R, MLRA 149B) Depth (inches):Hydric Soil Present? Thin Dark Surface (S9) (LRR K, L) 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix. Thick Dark Surface (A12)Loamy Gleyed Matrix (F2)Red Parent Material (F21)(outside MLRA 145) Depleted Matrix (F3)Very Shallow Dark Surface (F22) Stratified Layers (A5)High Chroma Sands (S11) (LRR K, L)Iron-Manganese Masses (F12) (LRR K, L, R) Depleted Below Dark Surface (A11)Loamy Mucky Mineral (F1) (LRR K, L)Piedmont Floodplain Soils (F19) (MLRA 149B) 0-4 10YR 5/4 100 Black Histic (A3) Mesic Spodic (A17) (MLRA 144A, 145, 149B) Dark Surface (S7) MLRA 149B) Redox Depressions (F8)Sandy Mucky Mineral (S1) Other (Explain in Remarks)Redox Dark Surface (F6) Depleted Dark Surface (F7)Iron Monosulfide (A18) Sandy Gleyed Matrix (S4) Sandy Redox (S5) Stripped Matrix (S6) Marl (F10) (LRR K, L) Red Parent Material (F21)(MLRA 145) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Yes No Remarks: Restrictive Layer (if observed): Type:N/A ENG FORM 6116-8, SEP 2024 Northcentral and Northeast – Version 2.0 Project/Site: Applicant/Owner:State: Investigator(s): Lat: Soil Map Unit Name:NWI classification: X Are Vegetation , Soil , or Hydrology Yes X Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. X No X No X X No X X X X X X X X X X X X Yes X U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET – Northcentral and Northeast Region See ERDC/EL TR-12-1; the proponent agency is CECW-CO-R OMB Control #: 0710-0024, Exp: 9/30/2027 Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) Saturated wetland adjacent to stream channel. 451 Forest Road City/County: Yarmouth / Barnstable Sampling Date: 6/18/25 Landform (hillside, terrace, etc.): Terrace Local relief (concave, convex, none): Concave Slope %: 1 Kleinfelder MA Sampling Point:3 WSP: Kimberly Degutis, SPWS Section, Township, Range: n/a NAD83 Freetown muck, ponded, coastal lowland, 0 to 1 percent slopes PSS/FO1C Are climatic / hydrologic conditions on the site typical for this time of year?Yes No (If no, explain in Remarks.) Subregion (LRR or MLRA):Long: 70°13'7.22"W Datum:LRR S, MLRA 149B 41°40'34.24"N significantly disturbed?Are “Normal Circumstances” present?No naturally problematic?(If needed, explain any answers in Remarks.) Hydrophytic Vegetation Present?Yes Wetland Hydrology Present?Yes If yes, optional Wetland Site ID: C Is the Sampled Area Hydric Soil Present?Yes within a Wetland?Yes No Remarks: (Explain alternative procedures here or in a separate report.) Sample plot associated with flag C5. Low lying terrace system to Plashes Pond, boundary is topographically defined along stream terrace. Hydrologicallly connected to Wetland A (similar system) and Wetland D (via corrugated metal pipe culvert under access road). HYDROLOGY Wetland Hydrology Indicators:Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply)Surface Soil Cracks (B6) Surface Water (A1) Water Marks (B1)Hydrogen Sulfide Odor (C1)Crayfish Burrows (C8) Sediment Deposits (B2)Oxidized Rhizospheres on Living Roots (C3)Saturation Visible on Aerial Imagery (C9) Water-Stained Leaves (B9)Drainage Patterns (B10) High Water Table (A2)Aquatic Fauna (B13)Moss Trim Lines (B16) Saturation (A3)Marl Deposits (B15)Dry-Season Water Table (C2) Iron Deposits (B5)Thin Muck Surface (C7)Shallow Aquitard (D3) Inundation Visible on Aerial Imagery (B7)Other (Explain in Remarks)Microtopographic Relief (D4) Drift Deposits (B3)Presence of Reduced Iron (C4)Stunted or Stressed Plants (D1) Algal Mat or Crust (B4)Recent Iron Reduction in Tilled Soils (C6)Geomorphic Position (D2) 0 Water Table Present?Yes No Depth (inches):0 Sparsely Vegetated Concave Surface (B8)FAC-Neutral Test (D5) Field Observations: Surface Water Present?Yes No Depth (inches): Remarks: No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Northeast Regional Climate Center, 3-month percent of normal precipitation mapping (125-150%); MA Energy and Environmental Affairs Drought Monitor Status for Southeast Region (Level 2 - Significant Drought); Aerial photography; MA Bare-Earth LIDAR elevation data; Saturation Present?Yes No Depth (inches):0 Wetland Hydrology Present? ENG FORM 6116-8, SEP 2024 Northcentral and Northeast – Version 2.0 Sampling Point: (Plot size: 1. 2. 3. 4. 5. 6.(A/B) Sapling/Shrub Stratum (Plot size:x 1 = 1.x 2 = 2.x 3 = 3.x 4 = 4.x 5 = 5.Column Totals:(B) 6. Herb Stratum (Plot size:X 1. 2.4 - Morphological Adaptations1 (Provide supporting 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. (Plot size: 1. 2. 3. 4.X VEGETATION – Use scientific names of plants.3 Tree Stratum 30') Absolute % Cover Dominant Species? Indicator Status Dominance Test worksheet: Acer ruburm 50 Yes Number of Dominant Species That Are OBL, FACW, or FAC:3 (A) Total Number of Dominant Species Across All Strata:5 (B) Percent of Dominant Species That Are OBL, FACW, or FAC:60.0% Clethra alnifolia 75 Yes FAC Prevalence Index worksheet: 25 Yes FACW FAC species Total % Cover of: OBL species Multiply by: FACW species UPL species Ilex glabra 20 No FACW FACU species Prevalence Index = B/A = (A) 120 =Total Cover 1 - Rapid Test for Hydrophytic Vegetation 5')2 - Dominance Test is >50% Hydrophytic Vegetation Indicators: Osmundastrum cinnamomeum 5 Yes FACW 3 - Prevalence Index is ≤3.01 Problematic Hydrophytic Vegetation1 (Explain) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. data in Remarks or on a separate sheet) Sapling/shrub – Woody plants less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Definitions of Vegetation Strata: Tree – Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Woody Vine Stratum 5')Woody vines – All woody vines greater than 3.28 ft in height.Smilax glauca 5 Yes FACU Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall.5 =Total Cover Hydrophytic Vegetation Present?Yes No Remarks: (Include photo numbers here or on a separate sheet.) 5 =Total Cover 7. 7. 50 =Total Cover 15') Vaccinium corymbosum ENG FORM 6116-8, SEP 2024 Northcentral and Northeast – Version 2.0 Sampling Point: X X X SOIL 3 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches)Color (moist)%Color (moist)%Type1 7-13 10YR 3/3 Mucky Sand Loc2 Texture Remarks Sandy Sandy13-18 10YR 4/2 100 100 RM Histic Epipedon (A2) Hydric Soil Indicators:Indicators for Problematic Hydric Soils3: Histosol (A1) Polyvalue Below Surface (S8) (LRR R, 2 cm Muck (A10) (LRR K, L, MLRA 149B) 5 cm Mucky Peat or Peat (S3) (LRR K, L, R) Polyvalue Below Surface (S8) (LRR K, L) Hydrogen Sulfide (A4)Thin Dark Surface (S9) (LRR R, MLRA 149B) Depth (inches):Hydric Soil Present? Thin Dark Surface (S9) (LRR K, L) 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix. Thick Dark Surface (A12)Loamy Gleyed Matrix (F2)Red Parent Material (F21)(outside MLRA 145) Depleted Matrix (F3)Very Shallow Dark Surface (F22) Stratified Layers (A5)High Chroma Sands (S11) (LRR K, L)Iron-Manganese Masses (F12) (LRR K, L, R) Depleted Below Dark Surface (A11)Loamy Mucky Mineral (F1) (LRR K, L)Piedmont Floodplain Soils (F19) (MLRA 149B) 0-7 10YR 3/1 100 Black Histic (A3) Mesic Spodic (A17) (MLRA 144A, 145, 149B) Dark Surface (S7) MLRA 149B) Redox Depressions (F8)Sandy Mucky Mineral (S1) Other (Explain in Remarks)Redox Dark Surface (F6) Depleted Dark Surface (F7)Iron Monosulfide (A18) Sandy Gleyed Matrix (S4) Sandy Redox (S5) Stripped Matrix (S6) The presence of a reduced matrix within 12 inches of the soil surface indicates that this soil is hydric based on the hydric soil definition: ”a soil that formed under conditions of saturation, flooding or ponding long enough during the growing season to develop anaerobic conditions in the upper part”. Marl (F10) (LRR K, L) Red Parent Material (F21)(MLRA 145) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Yes No Remarks: Restrictive Layer (if observed): Type:N/A ENG FORM 6116-8, SEP 2024 Northcentral and Northeast – Version 2.0 Project/Site: Applicant/Owner:State: Investigator(s): Lat: Soil Map Unit Name:NWI classification: X Are Vegetation , Soil , or Hydrology Yes X Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. NoX NoX X NoX ? X X X Yes X Remarks: No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Northeast Regional Climate Center, 3-month percent of normal precipitation mapping (125-150%); MA Energy and Environmental Affairs Drought Monitor Status for Southeast Region (Level 2 - Significant Drought); Aerial photography; MA Bare-Earth LIDAR elevation data; Saturation Present?Yes No Depth (inches):Wetland Hydrology Present? Water Table Present?Yes No Depth (inches): Sparsely Vegetated Concave Surface (B8)FAC-Neutral Test (D5) Field Observations: Surface Water Present?Yes No Depth (inches): Iron Deposits (B5)Thin Muck Surface (C7)Shallow Aquitard (D3) Inundation Visible on Aerial Imagery (B7)Other (Explain in Remarks)Microtopographic Relief (D4) Drift Deposits (B3)Presence of Reduced Iron (C4)Stunted or Stressed Plants (D1) Algal Mat or Crust (B4)Recent Iron Reduction in Tilled Soils (C6)Geomorphic Position (D2) Remarks: (Explain alternative procedures here or in a separate report.) Sample plot associated with flag C5. HYDROLOGY Wetland Hydrology Indicators:Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply)Surface Soil Cracks (B6) Surface Water (A1) Water Marks (B1)Hydrogen Sulfide Odor (C1)Crayfish Burrows (C8) Sediment Deposits (B2)Oxidized Rhizospheres on Living Roots (C3)Saturation Visible on Aerial Imagery (C9) Water-Stained Leaves (B9)Drainage Patterns (B10) High Water Table (A2)Aquatic Fauna (B13)Moss Trim Lines (B16) Saturation (A3)Marl Deposits (B15)Dry-Season Water Table (C2) Is the Sampled Area Hydric Soil Present?Yes within a Wetland?Yes No significantly disturbed?Are “Normal Circumstances” present?No naturally problematic?(If needed, explain any answers in Remarks.) Hydrophytic Vegetation Present?Yes Wetland Hydrology Present?Yes If yes, optional Wetland Site ID: UPL Are climatic / hydrologic conditions on the site typical for this time of year?Yes No (If no, explain in Remarks.) Subregion (LRR or MLRA):Long: 70°13'7.01"W Datum:LRR S, MLRA 149B 41°40'34.30"N U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET – Northcentral and Northeast Region See ERDC/EL TR-12-1; the proponent agency is CECW-CO-R OMB Control #: 0710-0024, Exp: 9/30/2027 Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) 451 Forest Road City/County: Yarmouth / Barnstable Sampling Date: 6/18/25 Landform (hillside, terrace, etc.): slope Local relief (concave, convex, none): None Slope %: 5 Kleinfelder MA Sampling Point:4 WSP: Kimberly Degutis, SPWS Section, Township, Range: n/a NAD83 Carver coarse sand, 0 to 3 percent slopes ENG FORM 6116-8, SEP 2024 Northcentral and Northeast – Version 2.0 Sampling Point: (Plot size: 1. 2. 3. 4. 5. 6.(A/B) Sapling/Shrub Stratum (Plot size:x 1 = 1.x 2 = 2.x 3 = 3.x 4 = 4.x 5 = 5.Column Totals:(B) 6. Herb Stratum (Plot size: 1. 2.4 - Morphological Adaptations1 (Provide supporting 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. (Plot size: 1. 2. 3. 4.X 7. 7. 90 =Total Cover 15') Pinus rigida No Remarks: (Include photo numbers here or on a separate sheet.) 10 =Total Cover Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall.=Total Cover Hydrophytic Vegetation Present?Yes Sapling/shrub – Woody plants less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Definitions of Vegetation Strata: Tree – Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Woody Vine Stratum 5')Woody vines – All woody vines greater than 3.28 ft in height.Smilax glauca 10 Yes FACU data in Remarks or on a separate sheet) 55 =Total Cover 1 - Rapid Test for Hydrophytic Vegetation 5')2 - Dominance Test is >50% Hydrophytic Vegetation Indicators: 3 - Prevalence Index is ≤3.01 Problematic Hydrophytic Vegetation1 (Explain) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. Quercus rubra 15 Yes FACU FACU species 115 Prevalence Index = B/A =3.74 155 (A) FACU FAC species 40 120 0 0 Total % Cover of: 0 OBL species Multiply by: FACW species 0 460 580 UPL species 0 0 5 (B) Percent of Dominant Species That Are OBL, FACW, or FAC:20.0% Clethra alnifolia 25 Yes FAC Prevalence Index worksheet: 15 Yes 15 No FAC 1 (A) Total Number of Dominant Species Across All Strata: VEGETATION – Use scientific names of plants.4 Tree Stratum 30') Absolute % Cover Dominant Species? Indicator Status Dominance Test worksheet: Pinus rigida 75 Yes FACU Number of Dominant Species That Are OBL, FACW, or FAC:Acer rubrum ENG FORM 6116-8, SEP 2024 Northcentral and Northeast – Version 2.0 Sampling Point: X Sandy Gleyed Matrix (S4) Sandy Redox (S5) Stripped Matrix (S6) Marl (F10) (LRR K, L) Red Parent Material (F21)(MLRA 145) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Yes No Remarks: Restrictive Layer (if observed): Type:N/A Black Histic (A3) Mesic Spodic (A17) (MLRA 144A, 145, 149B) Dark Surface (S7) MLRA 149B) Redox Depressions (F8)Sandy Mucky Mineral (S1) Other (Explain in Remarks)Redox Dark Surface (F6) Depleted Dark Surface (F7)Iron Monosulfide (A18) Depth (inches):Hydric Soil Present? Thin Dark Surface (S9) (LRR K, L) 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix. Thick Dark Surface (A12)Loamy Gleyed Matrix (F2)Red Parent Material (F21)(outside MLRA 145) Depleted Matrix (F3)Very Shallow Dark Surface (F22) Stratified Layers (A5)High Chroma Sands (S11) (LRR K, L)Iron-Manganese Masses (F12) (LRR K, L, R) Depleted Below Dark Surface (A11)Loamy Mucky Mineral (F1) (LRR K, L)Piedmont Floodplain Soils (F19) (MLRA 149B) 0-5 10YR 5/4 100 Histic Epipedon (A2) Hydric Soil Indicators:Indicators for Problematic Hydric Soils3: Histosol (A1) Polyvalue Below Surface (S8) (LRR R, 2 cm Muck (A10) (LRR K, L, MLRA 149B) 5 cm Mucky Peat or Peat (S3) (LRR K, L, R) Polyvalue Below Surface (S8) (LRR K, L) Hydrogen Sulfide (A4)Thin Dark Surface (S9) (LRR R, MLRA 149B) 11-18 7.5YR 4/3 90 7.5YR 4/4 5 C Sandy 10YR 3/3 5 C 7.5YR 4/4 5 C 87 10YR 5/4 8 C Loamy/Clayey Loc2 Texture Remarks Sandy Faint redox concentrations Faint redox concentrations Faint redox concentrations SOIL 4 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features Faint redox concentrations (inches)Color (moist)%Color (moist)%Type1 5-11 10YR 4/4 ENG FORM 6116-8, SEP 2024 Northcentral and Northeast – Version 2.0 Project/Site: Applicant/Owner:State: Investigator(s): Lat: Soil Map Unit Name:NWI classification: X Are Vegetation , Soil , or Hydrology Yes X Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. X No X No X X No X X X X X X X X X X X X X X X Yes X U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET – Northcentral and Northeast Region See ERDC/EL TR-12-1; the proponent agency is CECW-CO-R OMB Control #: 0710-0024, Exp: 9/30/2027 Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) Saturated wetland adjacent to stream channel. 451 Forest Road City/County: Yarmouth / Barnstable Sampling Date: 6/18/25 Landform (hillside, terrace, etc.): Terrace Local relief (concave, convex, none): Concave Slope %: 0 Kleinfelder MA Sampling Point:5 WSP: Kimberly Degutis, SPWS Section, Township, Range: n/a NAD83 Freetown muck, ponded, coastal lowland, 0 to 1 percent slopes PSS/FO1C Are climatic / hydrologic conditions on the site typical for this time of year?Yes No (If no, explain in Remarks.) Subregion (LRR or MLRA):Long: 70°13'7.11"W Datum:LRR S, MLRA 149B 41°40'33.62"N significantly disturbed?Are “Normal Circumstances” present?No naturally problematic?(If needed, explain any answers in Remarks.) Hydrophytic Vegetation Present?Yes Wetland Hydrology Present?Yes If yes, optional Wetland Site ID: D Is the Sampled Area Hydric Soil Present?Yes within a Wetland?Yes No Remarks: (Explain alternative procedures here or in a separate report.) Sample plot associated with flag D7. Hydrologically connected to Wetland C via culvert under the access road. Also hydrologically connected to Wetland A and Plashes Brook. HYDROLOGY Wetland Hydrology Indicators:Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply)Surface Soil Cracks (B6) Surface Water (A1) Water Marks (B1)Hydrogen Sulfide Odor (C1)Crayfish Burrows (C8) Sediment Deposits (B2)Oxidized Rhizospheres on Living Roots (C3)Saturation Visible on Aerial Imagery (C9) Water-Stained Leaves (B9)Drainage Patterns (B10) High Water Table (A2)Aquatic Fauna (B13)Moss Trim Lines (B16) Saturation (A3)Marl Deposits (B15)Dry-Season Water Table (C2) Iron Deposits (B5)Thin Muck Surface (C7)Shallow Aquitard (D3) Inundation Visible on Aerial Imagery (B7)Other (Explain in Remarks)Microtopographic Relief (D4) Drift Deposits (B3)Presence of Reduced Iron (C4)Stunted or Stressed Plants (D1) Algal Mat or Crust (B4)Recent Iron Reduction in Tilled Soils (C6)Geomorphic Position (D2) 4 Water Table Present?Yes No Depth (inches):0 Sparsely Vegetated Concave Surface (B8)FAC-Neutral Test (D5) Field Observations: Surface Water Present?Yes No Depth (inches): Remarks: No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Northeast Regional Climate Center, 3-month percent of normal precipitation mapping (125-150%); MA Energy and Environmental Affairs Drought Monitor Status for Southeast Region (Level 2 - Significant Drought); Aerial photography; MA Bare-Earth LIDAR elevation data; Saturation Present?Yes No Depth (inches):0 Wetland Hydrology Present? ENG FORM 6116-8, SEP 2024 Northcentral and Northeast – Version 2.0 Sampling Point: (Plot size: 1. 2. 3. 4. 5. 6.(A/B) Sapling/Shrub Stratum (Plot size:x 1 = 1.x 2 = 2.x 3 = 3.x 4 = 4.x 5 = 5.Column Totals:(B) 6. Herb Stratum (Plot size:X 1.X 2.4 - Morphological Adaptations1 (Provide supporting 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. (Plot size: 1. 2. 3. 4.X VEGETATION – Use scientific names of plants.5 Tree Stratum 30') Absolute % Cover Dominant Species? Indicator Status Dominance Test worksheet: Acer rubrum 90 Yes FAC Number of Dominant Species That Are OBL, FACW, or FAC:3 (A) Total Number of Dominant Species Across All Strata:4 (B) Percent of Dominant Species That Are OBL, FACW, or FAC:75.0% Clethra alnifolia 75 Yes FAC Prevalence Index worksheet: 15 No FACW FAC species 170 510 0 0 Total % Cover of: 70 OBL species Multiply by: FACW species 35 40 620 FAC UPL species 0 0 Ilex glabra 15 No FACW FACU species 10 Prevalence Index = B/A =2.88 215 (A) 110 =Total Cover 1 - Rapid Test for Hydrophytic Vegetation 5')2 - Dominance Test is >50% Hydrophytic Vegetation Indicators: Osmundastrum cinnamomeum 5 Yes FACW 3 - Prevalence Index is ≤3.01 Problematic Hydrophytic Vegetation1 (Explain) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. data in Remarks or on a separate sheet) Sapling/shrub – Woody plants less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Definitions of Vegetation Strata: Tree – Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Woody Vine Stratum 5')Woody vines – All woody vines greater than 3.28 ft in height.Smilax glauca 10 Yes FACU Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall.5 =Total Cover Hydrophytic Vegetation Present?Yes No Remarks: (Include photo numbers here or on a separate sheet.) 10 =Total Cover 7. 7. 90 =Total Cover 15') Vaccinium corymbosum Acer rubrum 5 No ENG FORM 6116-8, SEP 2024 Northcentral and Northeast – Version 2.0 Sampling Point: X X X SOIL 5 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features (inches)Color (moist)%Color (moist)%Type1 9-15 10YR 4/3 Mucky Sand Loc2 Texture Remarks Sandy Sandy15-18 10YR 4/2 100 100 RM Histic Epipedon (A2) Hydric Soil Indicators:Indicators for Problematic Hydric Soils3: Histosol (A1) Polyvalue Below Surface (S8) (LRR R, 2 cm Muck (A10) (LRR K, L, MLRA 149B) 5 cm Mucky Peat or Peat (S3) (LRR K, L, R) Polyvalue Below Surface (S8) (LRR K, L) Hydrogen Sulfide (A4)Thin Dark Surface (S9) (LRR R, MLRA 149B) Depth (inches):Hydric Soil Present? Thin Dark Surface (S9) (LRR K, L) 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix. Thick Dark Surface (A12)Loamy Gleyed Matrix (F2)Red Parent Material (F21)(outside MLRA 145) Depleted Matrix (F3)Very Shallow Dark Surface (F22) Stratified Layers (A5)High Chroma Sands (S11) (LRR K, L)Iron-Manganese Masses (F12) (LRR K, L, R) Depleted Below Dark Surface (A11)Loamy Mucky Mineral (F1) (LRR K, L)Piedmont Floodplain Soils (F19) (MLRA 149B) 0-9 10YR 3/1 100 Black Histic (A3) Mesic Spodic (A17) (MLRA 144A, 145, 149B) Dark Surface (S7) MLRA 149B) Redox Depressions (F8)Sandy Mucky Mineral (S1) Other (Explain in Remarks)Redox Dark Surface (F6) Depleted Dark Surface (F7)Iron Monosulfide (A18) Sandy Gleyed Matrix (S4) Sandy Redox (S5) Stripped Matrix (S6) The presence of a reduced matrix within 12 inches of the soil surface indicates that this soil is hydric based on the hydric soil definition: ”a soil that formed under conditions of saturation, flooding or ponding long enough during the growing season to develop anaerobic conditions in the upper part”. Marl (F10) (LRR K, L) Red Parent Material (F21)(MLRA 145) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Yes No Remarks: Restrictive Layer (if observed): Type:N/A ENG FORM 6116-8, SEP 2024 Northcentral and Northeast – Version 2.0 Project/Site: Applicant/Owner:State: Investigator(s): Lat: Soil Map Unit Name:NWI classification: X Are Vegetation , Soil , or Hydrology Yes X Are Vegetation , Soil , or Hydrology SUMMARY OF FINDINGS – Attach site map showing sampling point locations, transects, important features, etc. NoX NoX X NoX ? X X X Yes X U.S. Army Corps of Engineers WETLAND DETERMINATION DATA SHEET – Northcentral and Northeast Region See ERDC/EL TR-12-1; the proponent agency is CECW-CO-R OMB Control #: 0710-0024, Exp: 9/30/2027 Requirement Control Symbol EXEMPT: (Authority: AR 335-15, paragraph 5-2a) 451 Forest Road City/County: Yarmouth / Barnstable Sampling Date: 6/18/25 Landform (hillside, terrace, etc.): slope Local relief (concave, convex, none): None Slope %: 5 Kleinfelder MA Sampling Point:6 WSP: Kimberly Degutis, SPWS Section, Township, Range: n/a NAD83 Carver coarse sand, 0 to 3 percent slopes UPL Are climatic / hydrologic conditions on the site typical for this time of year?Yes No (If no, explain in Remarks.) Subregion (LRR or MLRA):Long: 70°13'6.96"W Datum:LRR S, MLRA 149B 41°40'33.74"N significantly disturbed?Are “Normal Circumstances” present?No naturally problematic?(If needed, explain any answers in Remarks.) Hydrophytic Vegetation Present?Yes Wetland Hydrology Present?Yes If yes, optional Wetland Site ID: Is the Sampled Area Hydric Soil Present?Yes within a Wetland?Yes No Remarks: (Explain alternative procedures here or in a separate report.) Sample plot associated with flag D7 between wetland and access road. HYDROLOGY Wetland Hydrology Indicators:Secondary Indicators (minimum of two required) Primary Indicators (minimum of one is required; check all that apply)Surface Soil Cracks (B6) Surface Water (A1) Water Marks (B1)Hydrogen Sulfide Odor (C1)Crayfish Burrows (C8) Sediment Deposits (B2)Oxidized Rhizospheres on Living Roots (C3)Saturation Visible on Aerial Imagery (C9) Water-Stained Leaves (B9)Drainage Patterns (B10) High Water Table (A2)Aquatic Fauna (B13)Moss Trim Lines (B16) Saturation (A3)Marl Deposits (B15)Dry-Season Water Table (C2) Iron Deposits (B5)Thin Muck Surface (C7)Shallow Aquitard (D3) Inundation Visible on Aerial Imagery (B7)Other (Explain in Remarks)Microtopographic Relief (D4) Drift Deposits (B3)Presence of Reduced Iron (C4)Stunted or Stressed Plants (D1) Algal Mat or Crust (B4)Recent Iron Reduction in Tilled Soils (C6)Geomorphic Position (D2) Water Table Present?Yes No Depth (inches): Sparsely Vegetated Concave Surface (B8)FAC-Neutral Test (D5) Field Observations: Surface Water Present?Yes No Depth (inches): Remarks: No (includes capillary fringe) Describe Recorded Data (stream gauge, monitoring well, aerial photos, previous inspections), if available: Northeast Regional Climate Center, 3-month percent of normal precipitation mapping (125-150%); MA Energy and Environmental Affairs Drought Monitor Status for Southeast Region (Level 2 - Significant Drought); Aerial photography; MA Bare-Earth LIDAR elevation data; Saturation Present?Yes No Depth (inches):Wetland Hydrology Present? ENG FORM 6116-8, SEP 2024 Northcentral and Northeast – Version 2.0 Sampling Point: (Plot size: 1. 2. 3. 4. 5. 6.(A/B) Sapling/Shrub Stratum (Plot size:x 1 = 1.x 2 = 2.x 3 = 3.x 4 = 4.x 5 = 5.Column Totals:(B) 6. Herb Stratum (Plot size: 1. 2.4 - Morphological Adaptations1 (Provide supporting 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. (Plot size: 1. 2. 3. 4.X VEGETATION – Use scientific names of plants.6 Tree Stratum 30') Absolute % Cover Dominant Species? Indicator Status Dominance Test worksheet: Pinus rigida 75 Yes FACU Number of Dominant Species That Are OBL, FACW, or FAC:Quercus rubra 35 Yes FACU 1 (A) Acer rubrum 15 No FAC Total Number of Dominant Species Across All Strata:5 (B) Percent of Dominant Species That Are OBL, FACW, or FAC:20.0% Clethra alnifolia 50 Yes FAC Prevalence Index worksheet: 25 Yes FACU FAC species 65 195 0 0 Total % Cover of: 0 OBL species Multiply by: FACW species 0 580 775 UPL species 0 0 FACU species 145 Prevalence Index = B/A =3.69 210 (A) 75 =Total Cover 1 - Rapid Test for Hydrophytic Vegetation 5')2 - Dominance Test is >50% Hydrophytic Vegetation Indicators: 3 - Prevalence Index is ≤3.01 Problematic Hydrophytic Vegetation1 (Explain) 1Indicators of hydric soil and wetland hydrology must be present, unless disturbed or problematic. data in Remarks or on a separate sheet) Sapling/shrub – Woody plants less than 3 in. DBH and greater than or equal to 3.28 ft (1 m) tall. Definitions of Vegetation Strata: Tree – Woody plants 3 in. (7.6 cm) or more in diameter at breast height (DBH), regardless of height. Woody Vine Stratum 5')Woody vines – All woody vines greater than 3.28 ft in height.Smilax glauca 10 Yes FACU Herb – All herbaceous (non-woody) plants, regardless of size, and woody plants less than 3.28 ft tall.=Total Cover Hydrophytic Vegetation Present?Yes No Remarks: (Include photo numbers here or on a separate sheet.) 10 =Total Cover 7. 7. 125 =Total Cover 15') Quercus rubra ENG FORM 6116-8, SEP 2024 Northcentral and Northeast – Version 2.0 Sampling Point: X SOIL 6 Profile Description: (Describe to the depth needed to document the indicator or confirm the absence of indicators.) Depth Matrix Redox Features Faint redox concentrations (inches)Color (moist)%Color (moist)%Type1 6-11 10YR 4/4 Loamy/Clayey Loc2 Texture Remarks Sandy Faint redox concentrations Faint redox concentrations Faint redox concentrations 7.5YR 4/4 5 C 87 10YR 5/4 8 C 11-18 7.5YR 4/3 90 7.5YR 4/4 5 C Sandy 10YR 3/3 5 C Histic Epipedon (A2) Hydric Soil Indicators:Indicators for Problematic Hydric Soils3: Histosol (A1) Polyvalue Below Surface (S8) (LRR R, 2 cm Muck (A10) (LRR K, L, MLRA 149B) 5 cm Mucky Peat or Peat (S3) (LRR K, L, R) Polyvalue Below Surface (S8) (LRR K, L) Hydrogen Sulfide (A4)Thin Dark Surface (S9) (LRR R, MLRA 149B) Depth (inches):Hydric Soil Present? Thin Dark Surface (S9) (LRR K, L) 1Type: C=Concentration, D=Depletion, RM=Reduced Matrix, MS=Masked Sand Grains.2Location: PL=Pore Lining, M=Matrix. Thick Dark Surface (A12)Loamy Gleyed Matrix (F2)Red Parent Material (F21)(outside MLRA 145) Depleted Matrix (F3)Very Shallow Dark Surface (F22) Stratified Layers (A5)High Chroma Sands (S11) (LRR K, L)Iron-Manganese Masses (F12) (LRR K, L, R) Depleted Below Dark Surface (A11)Loamy Mucky Mineral (F1) (LRR K, L)Piedmont Floodplain Soils (F19) (MLRA 149B) 0-6 10YR 5/4 100 Black Histic (A3) Mesic Spodic (A17) (MLRA 144A, 145, 149B) Dark Surface (S7) MLRA 149B) Redox Depressions (F8)Sandy Mucky Mineral (S1) Other (Explain in Remarks)Redox Dark Surface (F6) Depleted Dark Surface (F7)Iron Monosulfide (A18) Sandy Gleyed Matrix (S4) Sandy Redox (S5) Stripped Matrix (S6) Marl (F10) (LRR K, L) Red Parent Material (F21)(MLRA 145) 3Indicators of hydrophytic vegetation and wetland hydrology must be present, unless disturbed or problematic. Yes No Remarks: Restrictive Layer (if observed): Type:N/A ENG FORM 6116-8, SEP 2024 Northcentral and Northeast – Version 2.0 451 Forest Road, Yarmouth, MA |July 10, 2025 PAGE 9 PHOTO LOG Photographic Log Page 1 of 5 Client Name: Kleinfelder Site Location:451 Forest Road Yarmouth, Massachusetts Project No. US0046369.7272 Photo No. 1 Date: 6/18/25 Direction Photo Taken: South Description: Wetland A boundary, upland is to photo left. Photo No. 2 Date: 6/18/25 Direction Photo Taken: Northeast Description: Wetland A, along upland boundary (to photo right) Photographic Log Page 2 of 5 Client Name: Kleinfelder Site Location:451 Forest Road Yarmouth, Massachusetts Project No. US0046369.7272 Photo No. 3 Date: 6/18/25 Direction Photo Taken: West Description: Wetland C edge at access road (photo right). Photo No. 4 Date: 6/18/25 Direction Photo Taken: North Description: Close up of Wetland C at culvert crossing. Plashes Brook extension and associated Bank are coincident with the wetland boundary in this area. Photographic Log Page 3 of 5 Client Name: Kleinfelder Site Location:451 Forest Road Yarmouth, Massachusetts Project No. US0046369.7272 Photo No. 5 Date: 6/18/25 Direction Photo Taken: North Description: Wetland D edge at culvert crossing under access road. Plashes Brook extension and associated Bank are coincident with the wetland boundary in this area. Photo No. 6 Date: 6/18/25 Direction Photo Taken: South Description: View from culvert crossing into Wetland D at edge of pump house pad. Town of Yarmouth, Wells 10 & 11 Seasonal PFAS Treatment System RDA Attachment 5: Abutter Map and List Abutter List RDA Filing 1932182 - Yarmouth Wells 10 11 Seasonal PFAS Treatment System 451 Forest Rd., Yarmouth, MA 02673 MBLU Location Owner Name Co-Owner Name Address 1 Address 2 City, State, Zip 57/ 5/ / / 290 WEST YARMOUTH RD TOWN OF YARMOUTH 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664-4463 76/ 109/ / / 14 KRISTIN PATH THIEMAN JAMES 1074 SADDLECLUB DR MCMURRAY, PA 15317 76/ 110/ / / 15 KRISTIN PATH CIULLA SUSAN C 15 KRISTIN PATH WEST YARMOUTH, MA 02673 76/ 117/ / / 30 WARBLER LN SATKEWICH CHARLES P (LIFE EST) ANDERSON MARIE G (LIFE EST) 30 WARBLER LN WEST YARMOUTH, MA 02673 76/ 118/ / / 36 WARBLER LN ST PIERRE PATRICIA 11 PARTRIDGE DR SOUTHINGTON, CT 06489 76/ 119/ / / 40 WARBLER LN LYNDE EDWARD CHARLES 40 WARBLER LN WEST YARMOUTH, MA 02673 76/ 120/ / / 44 WARBLER LN BEAHM CHRISTIAN P BEAHM MARIE T 44 WARBLER LN WEST YARMOUTH, MA 02673 66/ 49/ / / 50 WARBLER LN DEOLIVEIRA EDILSON M DEOLIVEIRA ALESSANDRA 37 FREEMAN RD YARMOUTH PORT, MA 02675 66/ 50/ / / 52 WARBLER LN YARMOUTH CONSERVATION TRUST P O BOX 376 YARMOUTH PORT, MA 02675 67/ 54/ / / 2 STEVEN DR PICCICUTO SAMUEL T TRS PICCICUTO PATRICIA A TRS 214 TISDALE ST LEOMINSTER, MA 01453 67/ 55/ / / 6 STEVEN DR ENGLERT PAUL J 6 STEVEN DR WEST YARMOUTH, MA 02673 67/ 56/ / / 10 STEVEN DR BAKER JAMES J CARVALHO NYARA 10 STEVEN DR WEST YARMOUTH, MA 02673 67/ 57/ / / 14 STEVEN DR WEINBERG NANA I KELLY EDWARD J 5872 GRACIOUS DR LOS ANGELES, CA 90068-1316 67/ 58/ / / 20 STEVEN DR BENDER ROBERT J BENDER SHARON B 20 STEVEN DR WEST YARMOUTH, MA 02673 67/ 59/ / / 24 STEVEN DR KROMER BARRY L KROMER CAROL A 24 STEVEN DR WEST YARMOUTH, MA 02673 77/ 1/ / / 28 STEVEN DR LAWTON RAYMOND P LAWTON LUCILLE M 28 STEVEN DR WEST YARMOUTH, MA 02673 77/ 2/ / / 451 FOREST RD TOWN OF YARMOUTH WATER DEPT 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664-4463 77/ 3/ / / 53 COGSWELL PATH GOSSELIN THERESE M 53 COGSWELL PATH WEST YARMOUTH, MA 02673 77/ 4/ / / 49 COGSWELL PATH GONSALVES KAREN K 49 COGSWELL PATH WEST YARMOUTH, MA 02673 77/ 5/ / / 43 COGSWELL PATH ALEXANDER SUZANNE P TR DEBORAH R PERSON IRREV TRUST 43 COGSWELL PATH WEST YARMOUTH, MA 02673 77/ 6/ / / 37 COGSWELL PATH CARTER NANCY M 28 MIDLAND DR VERNON ROCKVILLE, CT 06066 77/ 7/ / / 33 COGSWELL PATH PAPADOPOULOS GERVASIOS TRS PAPADOPOULOS ELENI TRS 54 KIELY RD DEDHAM, MA 02130 76/ 91/ / / 27 COGSWELL PATH WHITE JR KEVIN P WHITE SARAH P 27 COGSWELL PATH WEST YARMOUTH, MA 02673 76/ 92/ / / 23 COGSWELL PATH DICKEY DAVID S 23 COGSWELL PATH WEST YARMOUTH, MA 02673 76/ 93/ / / 19 COGSWELL PATH MCGRATH BARBARA A (LIFE EST) 19 COGSWELL PATH WEST YARMOUTH, MA 02673 76/ 94/ / / 15 COGSWELL PATH REED FORBES JUDITH REED BAKER SUSAN 15 COGSWELL PATH WEST YARMOUTH, MA 02673 76/ 106/ / / 136 WEBBERS PATH MACK DENNIS 136 WEBBERS PATH WEST YARMOUTH, MA 02673 76/ 105/ / / 130 WEBBERS PATH TZIAVAS THEODORE A TRS TZIAVAS GEORGIA TRS 43 SPRUCE ST WATERTOWN, MA 02172-1902 76/ 104/ / / 124 WEBBERS PATH FOYE CATHY MENTZER LOIS 124 WEBBERS PATH WEST YARMOUTH, MA 02673 76/ 103/ / / 120 WEBBERS PATH BOUDREAU EVAN BOUDREA SALLY 120 WEBBERS PATH WEST YARMOUTH, MA 02673 76/ 102/ / / 114 WEBBERS PATH ZINCK SAMUEL G 114 WEBBERS PATH WEST YARMOUTH, MA 02673 76/ 101/ / / WEBBERS PATH TOWN OF YARMOUTH 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664-4463 76/ 100/ / / 106 WEBBERS PATH AHERN JOHN G AHERN TRACY E 106 WEBBERS PATH WEST YARMOUTH, MA 02673 76/ 99/ / / 100 WEBBERS PATH HAAG LISA ANN 100 WEBBERS PATH WEST YARMOUTH, MA 02673 76/ 98/ / / 96 WEBBERS PATH GOULD HELEN A 96 WEBBERS PATH WEST YARMOUTH, MA 02673 76/ 97/ / / 90 WEBBERS PATH CHAMP PATRICIA A 90 WEBBERS PATH WEST YARMOUTH, MA 02673 76/ 96/ / / 3 COGSWELL PATH FRAUSTO RAUL 3 COGSWELL PATH WEST YARMOUTH, MA 02673 87/ 20/ / / FOREST RD TOWN OF YARMOUTH 1146 ROUTE 28 SOUTH YARMOUTH, MA 02664-4463 NOTIFICATION TO ABUTTERS UNDER THE TOWN OF YARMOUTH WETLAND BY-LAW, CHAPTER 143 In accordance with the Town of Yarmouth Wetland Regulations Section 2.03, you are hereby notified of the following: A. The name of the applicant is ________________________________________________ B. The applicant has filed a Request for Determination of Applicability with the Yarmouth Conservation Commission, seeking knowledge of whether a project is subject to the Wetlands Protection Act (MGL c. 131 s. 40) or Bylaw (Town of Yarmouth Wetland By-Law, Chapter 143). C. The address of the lot where the activity is proposed is ______________________________ D. Proposed work is _____________________________________________________________ ____________________________________________________________________________ E.Copies of the Request for Determination of Applicability may be examined at the Yarmouth Town Hall at the Conservation Commission office between the hours of 9:00 a.m. and 4:00 p.m. Monday thru Friday. For more information, call (508) 398-2231 ext. 1288. F. Copies of the Request for Determination of Applicability may be obtained from either the applicant or applicant’s representative. Applicant’s phone number ________________________ Or Applicant’s representatives phone number ___________________________________ G. Information regarding the date, time and place of the public hearing may be obtained by calling the Yarmouth Conservation Commission office at (508) 398-2231 ext. 1288 H. Person sending this notification (applicant, representative or other) Name __________________________________________ Address ________________________________________ Town _________________ State _______ Zip _________ Telephone _______________________________________ Note: Notice of the public hearing, including date, time and place will be published at least five (5) days in advance in a newspaper of general circulation. Notice of the public hearing, including date, time and place will be posted on the Town Website not less than forty-eight hours in advance. You may also contact the Southeast Regional Office of the Department of Environmental Protection at (508) 946-2800 for more information about this application. Town of Yarmouth, Wells 10 & 11 Seasonal PFAS Treatment System RDA Attachment 6: Administrative Checklist Yarmouth Conservation Commission • 1146 Route 28 • South Yarmouth, MA 02664-4492 Tel. (508)-398-2231 Ext. 1288 • Fax (508)-398-0836 • TTD# (508) 398-2231 • bdirienzo@yarmouth.ma.us Rev. 7/2025 Conservation Office Administrative Checklist Request for Determination of Applicability Information: All filings must be made on Town of Yarmouth forms. The filing deadline is two weeks prior to the next scheduled Conservation Commission meeting for new applications. Failure to follow this Checklist shall result in an Administratively Incomplete Application and will not be advertised for a Public Hearing. Refer to the meeting schedule. Contact the Conservation Office if you need assistance. Submitting an Application: Hardcopy filing dropped off or mailed to the Conservation Office including: 1 RDA Administrative Checklist 1 complete RDA application WPA form 1 with original signatures (double sided).* Detailed narrative of the project with sufficient information to enable the Commission to determine whether the proposed work will alter an area subject to protection. If BVW or vegetated wetlands are present, delineation sheet(s), coastal bank calculation and other relevant material if applicable (not applicable for flood zone only projects). Yarmouth Assessor’s locator map highlighting parcel(s) where work is proposed, including map and parcel numbers. 1 current abutters list identifying the property owners who are to be notified and abutter notification form. All abutters to be notified via certified mail, Certified Mail Receipts (PS Form 3800) must be provided. 1 original and 7 photocopies of the plan/sketch, folded separately, right side out with title and address visible. All plans shall reference NAVD1988 unless otherwise noted. Landscape plans shall be detailed to show proposed and existing conditions, native species, quantity, size and spacing. By-law filing fee: Separate check made payable to “Town of Yarmouth” Legal ad fee: Separate check made payable to “Town of Yarmouth” Please list project property’s street address on checks. Refer to Fee Schedule. Digital and DEP filing A pdf of the entire application emailed to bdirienzo@yarmouth.ma.us and jjerolimo@yarmouth.ma.us and DEP Southeast Region at SERO_NOI@mass.gov in the same email. Subject line shall be “YARMOUTH - RDA – Street Address - Applicant Name” Please list project property’s street address in the pdf file name. Initial below I CERTIFY that all on-site requirements will be completed by noon on the Friday prior to the hearing date. All proposed structures must be staked, and all relevant resource areas and buffer zones must be staked or flagged. Please consult the Yarmouth Wetland Regulations, page 17. I understand that in person representation is required at the scheduled hearing to present to the conservation commission. *If the applicant is NOT the property owner: Please submit a signed Site Access Authorization Form; AND The owner must be sent a copy of the application via Certified Mail on the same day it is filed with this office. Please submit a copy of the Certified Mail receipt with application. If Applicable Certified Mail Receipt for Massachusetts Natural Heritage and Endangered Species Program Certified Mail Receipt for Massachusetts Division of Marine Fisheries. If filing via email, CC bdirienzo@yarmouth.ma.us and jjerolimo@yarmouth.ma.us Town of Yarmouth, Wells 10 & 11 Seasonal PFAS Treatment System RDA Attachment 7: eDEP Submittal Form Massachusetts Department of Environmental Protection Bureau of Resource ProtectionWetlands Submittal Platform for WPA Form 1 Request for Determination of Applicability Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 YARMOUTH City/ Town Revised: 07/19/2022 Page 1 of 1 A. General Information 1. Project Location: a. Street Address 451 FOREST ROAD b. City/Town YARMOUTH c. State MA d. Zip Code 02673 e. Latitude 41.67836 N f. Longitude 70.21704 W g. Map/Plat #77 h. Parcel/Lot #2 i. Project Description SEE ATTACHMENT 1, PROJECT SUMMARY 2. Applicant: a. First Name LAURIE b. Last Name RUSZALA c. Organization TOWN OF YARMOUTH WATER & WASTEWATER DEPARTMENT d. Mailing Address 99 BUCK ISLAND ROAD e. City/Town YARMOUTH f. State MA g. Zip Code 02673 h. Phone Number 5087717921 i. Email lruszala@yarmouth.ma.us 3. Property Owner: more than one owner a. First Name TOWN OF b. Last Name YARMOUTH c. Organization TOWN OF YARMOUTH d. Mailing Address 1146 ROUTE 28 e. City/Town YARMOUTH f. State MA g. Zip Code 02664 h. Phone Number 5083982231 i. Email yarmouthpublicworks@yarmouth.ma.us