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Home My WebLink About20250909 Eco-NOI Crocker Marstons Mills Bogs_5 NOI Figures Date: 8/27/2024 ± 0 1,300 2,600 3,900 5,200650 Feet± Data Sources: Bureau of Geographic Information (MassGIS), ESRI Marstons Mills River Bog Restoration USGS Locus Date: 8/27/2024 ± 0 675 1,350 2,025 2,700337.5 Feet± Source: Esri, Maxar, Earthstar Geographics, IGN, and the GIS User Community Data Sources: Bureau of Geographic Information (MassGIS), ESRI Marstons Mills River Bog Restoration Site Locus Source: Esri, Maxar, Earthstar Geographics, IGN, and the GIS User Community Date: 4/20/2023 ± 0 540 1,080 1,620 2,160270 Feet± Source: Esri, Maxar, Earthstar Geographics, IGN, and the GIS User Community Data Sources: Bureau of Geographic Information (MassGIS), ESRI Marstons Mills River Bog Restoration Soils Legend A A/D B B/D C C/D D Date: 4/20/2023 ± Source: Esri, Maxar, Earthstar Geographics, IGN, and the GIS User Community Data Sources: Bureau of Geographic Information (MassGIS), ESRI Marstons Mills River Bog Restoration Environmental Constraints Legend DEP WetlandsBOG CRANBERRY BOG DEEP MARSH OPEN WATER SHALLOW MARSH MEADOW OR FEN SHRUB SWAMP WOODED SWAMP DECIDUOUS DEP Approved Zone II 0 780390 Feet ± Date: 11/8/2024 ± Source: Esri, Maxar, Earthstar Geographics, IGN, and the GIS User Data Sources: Bureau of Geographic Information (MassGIS), ESRI Marstons Mills River Bog Restoration FEMA Flood Zones 0 780390 Feet ± Legend FEMA National Flood Hazard Layer Flood Hazard Zones 0.2% Annual Chance Flood Hazard National Flood Hazard Layer FIRMette 0 500 1,000 1,500 2,000250 Feet Ü SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT SPECIAL FLOOD HAZARD AREAS Without Base Flood Elevation (BFE) Zone A, V, A99 With BFE or DepthZone AE, AO, AH, VE, AR Regulatory Floodway 0.2% Annual Chance Flood Hazard, Areas of 1% annual chance flood with average depth less than one foot or with drainage areas of less than one square mileZone X Future Conditions 1% Annual Chance Flood HazardZone X Area with Reduced Flood Risk due to Levee. See Notes.Zone X Area with Flood Risk due to LeveeZone D NO SCREEN Area of Minimal Flood Hazard Zone X Area of Undetermined Flood HazardZone D Channel, Culvert, or Storm Sewer Levee, Dike, or Floodwall Cross Sections with 1% Annual Chance 17.5 Water Surface Elevation Coastal Transect Coastal Transect Baseline Profile Baseline Hydrographic Feature Base Flood Elevation Line (BFE) Effective LOMRs Limit of Study Jurisdiction Boundary Digital Data Available No Digital Data Available Unmapped This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. The basemap shown complies with FEMA's basemap accuracy standards The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA. This map was exported on 5/22/2023 at 4:44 PM and does not reflect changes or amendments subsequent to this date and time. The NFHL and effective information may change or become superseded by new data over time. This map image is void if the one or more of the following map elements do not appear: basemap imagery, flood zone labels, legend, scale bar, map creation date, community identifiers, FIRM panel number, and FIRM effective date. Map images for unmapped and unmodernized areas cannot be used for regulatory purposes. Legend OTHER AREAS OF FLOOD HAZARD OTHER AREAS GENERAL STRUCTURES OTHER FEATURES MAP PANELS 8 B 20.2 The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. 1:6,000 70°25'58"W 41°40'38"N 70°25'20"W 41°40'11"N Basemap: USGS National Map: Orthoimagery: Data refreshed October, 2020 Project Plans [full sized plans bound separately] VICINITY MAP NOT TO SCALE SITE MAP NOT TO SCALE PROJECT LOCATION LOCATION MAP STATE OF MASSACHUSETTS Boston Boston Pittsfield Boston Worcester Lawrence Wellfleet Barnstable Plymouth Martha's Vineyard Nantucket North Adams Woods Hole Greenfield Northampton NOT TO SCALE I-90 7 20 DATEBYNO.REVISION DESCRIPTION SHEET PROJECT CHECKED APPROVED DRAWN DATE DESIGNED MARSTONS MILLS RIVER BOGS RESTORATION 75% DESIGN DRAWINGS AUGUST 2025 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com OF N:\ProjectFiles_Active\MarstonsMillsRiverBogs_MA\Drawings\Marstons_Mills_Bogs_D.dwg - sshah - 8/25/25SP - SS, NN AUGUST 2025 - 220518 BARNSTABLE CLEAN WATER COALITION MARSTONS MILLS RIVER BOGS RESTORATION 75% DESIGN DRAWINGS COVER, LOCATION, & SHEET LIST 1 17 OTIS AIR NATIONAL GUARD BASE 28 6 6 28 149 130 130 130 RACE LANE RI V E R R O A D NEWTOWN LANERIVER ROA D MYSTIC LAKE MIDDLE P O N D HAMBLIN PONDNEWTOWN LANESCHOO L S T BOG RDSHEET INDEX: 1 COVER, LOCATION, & SHEET LIST 2 EXISTING CONDITIONS, SURVEY CONTROL, STAGING & ACCESS 3 SITE PLAN & SHEET INDEX 4 GRADING PLAN & PROFILE, CELLS A, B, C, & D 5 GRADING SECTIONS, CELLS A, B, C, & D 6 GRADING PLAN & PROFILE, CELLS 1A, 1B & 1C 7 GRADING SECTIONS, CELLS 1A, 1B & 1C 8 GRADING PLAN & PROFILE, CELL 1D & 6 & RESERVOIRS 1 & 2 9 GRADING SECTIONS, CELL 1D & 6 & RESERVOIRS 1 & 2 10 GRADING PLAN & PROFILE, CELL 3 11 GRADING SECTIONS, CELL 3 12 GRADING PLAN & PROFILE, CELL 4 13 GRADING SECTIONS, CELL 4 14 TYPICAL DETAILS 15 PROPOSED PLANTING PLAN 16 RESOURCE AREA IMPACTS - EXISTING CONDITIONS 17 RESOURCE AREA IMPACTS - PROPOSED CONDITIONS WHIST LEBERRY DR SHEET PROVIDED FOR PROJECT PERMITTING ONLY. NOT FOR USE IN PROJECT CONSTRUCTION. ST O D D A R D FEDORAS DISHMANLARSON ANDIEL BISSETT SCHNEIDER PRESBRY & POWERS ABOKHAMIS MERCIER PRICE ODDEN CLARK HOLT SHULMANSHULMAN CATANIA ROBILLARD LAMBROS AVERY SMITH LLOYD TO W N O F BA R N S T A B L E BUCHANAN MORIN QUARTGIRARD MICHELS 0+005+0010+0015+00 20+00 25 + 0 0 30+00 35+00 40+0 0 45+0050+ 0 0 55+00 6 0 + 0 065+0070 + 0 075+0077+76CELL 1A CELL 1B CELL 1C CELL 1D CELL 3 CELL 6 CELL 4 CELL C CELL D CELL B CELL A DATEBYNO.REVISION DESCRIPTION SHEET PROJECT CHECKED APPROVED DRAWN DATE DESIGNED 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com OF N:\ProjectFiles_Active\MarstonsMillsRiverBogs_MA\Drawings\Marstons_Mills_Bogs_D.dwg - sshah - 8/25/25SP - SS, NN AUGUST 2025 - 220518 BARNSTABLE CLEAN WATER COALITION MARSTONS MILLS RIVER BOGS RESTORATION 75% DESIGN DRAWINGS EXISTING CONDITIONS, SURVEY CONTROL, STAGING & ACCESS 2 17 PLAN SCALE IN FEET (AS SHOWN ON 11" X 17" SHEET) SCALE IN FEET 0 700350 CONSTRUCTION STAGING STAGING AND SAND REUSE AREA CONSTRUCTION ACCESS ROAD LIMITS OF DISTURBANCE PARCEL BOUNDARY SURVEYED PARCEL BOUNDARY EXISTING CONTOUR (2FT) MARSTONS MILLS RIVER EXISTING ALIGNMENT SURVEY CONTROL POINT 35+00 LEGEND RIVER ROAD B O G R O A D WHISTLEBERRY DR BERR Y H O L L O W D R OLD MILL ROADNOTES: 1.TOPOGRAPHIC AND BATHYMETRIC SURVEYS WERE PERFORMED BY INTER-FLUVE, APRIL 2022, AUGUST 2022, AND MARCH 2023. 2.FOR SURROUNDING TOPOGRAPHY, 1 FT CONTOURS ARE FROM THE CENTRAL EASTERN MASSACHUSETTS LIDAR PROJECT. SPONSORED BY USGS AND COLLECTED JANUARY 2021. THE DATA SET IS AVAILABLE AND WAS OBTAINED FROM NOAA. 4.PROPERTY LINE SURVEY WAS COMPLETED BY HORSLEY WITTEN IN JULY 2022. 5.THE HORIZONTAL COORDINATE SYSTEM IS THE NORTH AMERICAN DATUM OF 1983 (2011), MASSACHUSETTS STATE PLANE, MAINLAND ZONE, US FEET. 6.THE VERTICAL DATUM IS THE NORTH AMERICAN VERTICAL DATUM OF 1988, GEOID 18, US FEET. 101 M A R S T O N S MI L L S R I V E R POINT #NORTHING EASTING ELEVATION DESCRIPTION 101 2707263.97 949335.07 45.40 CP101rebar 102 2708022.30 949296.52 46.31 CP102rebar 103 2708544.63 949344.29 45.34 CP103rebar 104 2706446.85 949512.89 42.93 CP104rebar 105 2705511.21 950145.63 45.11 cp105rebar 106 2706348.04 950201.94 49.54 cp106pk 107 2708656.78 948613.97 49.24 CP107pk 108 2708971.37 948612.96 48.94 CP108pk 201 2707673.104'946935.624'47.755'Cp201rebar 202 2707880.711'947423.615'47.827'Cp202rebar SHEET PROVIDED FOR PROJECT PERMITTING ONLY. NOT FOR USE IN PROJECT CONSTRUCTION. 0+005+0010+0015+00 20+00 25 + 0 0 30+00 35+00 40+0 0 45+0050+ 0 0 55+00 6 0 + 0 065+0070 + 0 075+0077+76CELL 1A CELL 1B CELL 1C CELL 1D CELL 3 CELL 6 CELL 4 CELL C CELL D CELL B CELL A DATEBYNO.REVISION DESCRIPTION SHEET PROJECT CHECKED APPROVED DRAWN DATE DESIGNED 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com OF N:\ProjectFiles_Active\MarstonsMillsRiverBogs_MA\Drawings\Marstons_Mills_Bogs_D.dwg - sshah - 8/25/25SP - SS, NN AUGUST 2025 - 220518 BARNSTABLE CLEAN WATER COALITION MARSTONS MILLS RIVER BOGS RESTORATION 75% DESIGN DRAWINGS SITE PLAN & SHEET INDEX 3 17 SHEETS 6-7 CONSTRUCTION STAGING SAND REUSE AREA STAGING AND SAND REUSE AREA CONSTRUCTION ACCESS ROAD LIMITS OF DISTURBANCE PARCEL BOUNDARY SURVEYED PARCEL BOUNDARY EXISTING CONTOUR (2FT) MARSTONS MILLS RIVER EXISTING ALIGNMENT PROPOSED CONTOUR (1FT) 35+00 LEGEND PLAN SCALE IN FEET (AS SHOWN ON 11" X 17" SHEET) SCALE IN FEET 0 700350 SHEETS 10-11 SHEETS 4-5 SHEETS 8-9 SHEETS 12-13 RIVER ROAD B O G R O A D WHISTLE B E R R Y D R BERR Y H O L L O W D R OLD MILL ROADM A R S T O N S MI L L S R I V E R SHEET PROVIDED FOR PROJECT PERMITTING ONLY. NOT FOR USE IN PROJECT CONSTRUCTION. 454644 4 5474746474747 46 4546 444565+007 0 + 0 075+00CELL C CELL D CELL B CELL A 30 40 50 30 40 50 64+0065+0066+0067+0068+0069+0070+0071+0072+0073+0074+0075+0076+0077+00 EXISTING BERM AND CULVERT TO REMAIN EXISTING BERM AND CULVERT TO REMAIN EXISTING GROUND PROPOSED GROUND STA:72+36 ELEV: 45.5 STA:65+93 ELEV: 43.7STA:76+36 ELEV: 45.8 CULVERT U/S INV 44.0 D/S INV 43.7 CULVERT U/S INV 42.8 D/S INV 43.8 CULVERT U/S INV 43.0 D/S INV 43.2 CULVERT U/S INV 42.4 D/S INV 42.3 CULVERT U/S INV 41.5 D/S INV 41.3 EXISTING BERM AND CULVERT TO REMAIN DATEBYNO.REVISION DESCRIPTION SHEET PROJECT CHECKED APPROVED DRAWN DATE DESIGNED 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com CONSTRUCTION STAGING SAND REUSE AREA CONSTRUCTION ACCESS ROAD LIMITS OF DISTURBANCE PARCEL BOUNDARY SURVEYED PARCEL BOUNDARY EXISTING CONTOUR (2FT) MARSTONS MILLS RIVER EXISTING ALIGNMENT PROPOSED CONTOUR (1FT) COMPREHENSIVE STUDY AREA EXISTING POND TO REMAIN PROPOSED SLASH PLACEMENT FILL EXISTING CHANNEL PERMEABLE REACTIVE BARRIER 35+00 LEGEND 150' 15'1 0 x V E R T I C A L E X AGG E R A T IO N PLAN SCALE IN FEET (AS SHOWN ON 11" X 17" SHEET) SCALE IN FEET 0 300150 OF N:\ProjectFiles_Active\MarstonsMillsRiverBogs_MA\Drawings\Marstons_Mills_Bogs_D.dwg - sshah - 8/25/25SP - SS, NN AUGUST 2025 - 220518 BARNSTABLE CLEAN WATER COALITION MARSTONS MILLS RIVER BOGS RESTORATION 75% DESIGN DRAWINGS GRADING PLAN & PROFILE, CELLS A, B, C, & D 4 17 CELLS A, B, C, & D PROFILE VIEW CELLS A, B, C, & D PLAN VIEW A 5 B 5 C 5 CONSTRUCTION STAGING AREA, TYP. SAND REUSE AREA, TYP. EXISTING BERM AND CULVERT TO REMAIN EXISTING BERM AND CULVERT TO REMAIN EXISTING BERM AND CULVERT TO REMAIN FILL EXISTING PERIMETER AND INTERIOR DITCHES, TYP.MARSTONS MILLS RIVERCONSTRUCTION ACCESS ROAD, TYP. NOTES: 1.TOPOGRAPHIC COMPLEXITY TO BE COMPLETED ON ALL PROPOSED WETLAND SURFACES IN CELLS A, B, C & D, INCLUDING AREAS OF DESIGN GRADING AND AREAS OF NO DESIGN GRADING, AS INDICATED. 2.FILL ALL PERIMETER AND INTERIOR DITCHES IN CELLS A, B, C & D UNLESS NOTED OTHERWISE. GRADE FILL IN PERIMETER DITCHES AND ALONG INTERIOR BERMS TO SLOPE TOWARDS WETLAND AT 5H:1V SIDESLOPE OR FLATTER, AS INDICATED. 3.FILL EXISTING CHANNEL 1 FT ABOVE TOP OF BANK AND SLOPE SIDES 2H:1V TO EXISTING. 4.CLEAR AND SALVAGE EXISTING TREES AND SHRUBS DESIGNATED BY THE ENGINEER PRIOR TO TOPOGRAPHIC COMPLEXITY GRADING. REUSE SALVAGED MATERIAL AS SLASH. DO NOT REUSE INVASIVE PLANTS DESIGNATED BY ENGINEER, WHICH SHOULD BE REMOVED AND DISPOSED OF APPROPRIATELY IN ACCORDANCE WITH SPECIFICATIONS. 5.EXCAVATED ORGANIC SOILS SHALL BE PRIORITIZED TO FILL IN THE WETLAND DITCHES AND CHANNELS, AS INDICATED. SANDY SOILS SHALL BE USED TO FILL REMAINING AREAS DESIGNATED FOR FILL, WITH EXCESS SPOILED IN REUSE AREAS. 6.CELLS A-D ARE DESIGNATED AS A COMPREHENSIVE STUDY AREA. THE PROPOSED DESIGNS SHOWN HERE INCLUDE DITCH AND CHANNEL FILLING AND TOPOGRAPHIC COMPLEXITY THROUGHOUT THE BOG SURFACES. THE SPECIFIC DESIGN ELEMENTS MAY CHANGE AND WILL BE FINALIZED DURING A LATER PHASE OF DESIGN, BUT MAY INCLUDE: 6.1.TOPOGRAPHIC COMPLEXITY 6.2.SAND REMOVAL 6.3.POND CREATION 6.4.CHANNEL CONSTRUCTION 6.5.ADDITIONAL PERMEABLE REACTIVE BARRIERS EXISTING BERM AND CULVERT TO REMAIN CELL A CELL B CELL C CELL D EX BUILDING, DO NOT DISTURB REMOVE PUMP HOUSE AND ASSOCIATED INFRASTRUCTURE REMOVE PUMP HOUSE AND ASSOCIATED INFRASTRUCTURE 44 PERMEABLE REACTIVE BARRIER, TYP.SCALE IN FEET( A S S HOW N O N 1 1 " X 1 7 " S H E E T ) SHEET PROVIDED FOR PROJECT PERMITTING ONLY. NOT FOR USE IN PROJECT CONSTRUCTION. 40 50 40 50 0+00 1+00 2+00 3+00 4+00 4+60 40 50 40 50 0+00 1+00 2+00 3+00 4+00 4+98 40 50 40 50 0+00 1+00 2+00 3+00 3+36 STA:0+18 ELEV: 47.5 STA:0+26 ELEV: 46.2 STA:3+03 ELEV: 46.2 STA:3+15 ELEV: 46.5 STA:4+21 ELEV: 46.1 STA:4+34 ELEV: 46.5 STA:0+37 ELEV: 47.0 STA:0+55 ELEV: 45.0 STA:4+84 ELEV: 46.5 STA:4+68 ELEV: 44.9 STA:0+50 ELEV: 46.1 STA:0+37 ELEV: 47.5 DATEBYNO.REVISION DESCRIPTION SHEET PROJECT CHECKED APPROVED DRAWN DATE DESIGNED 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com OF N:\ProjectFiles_Active\MarstonsMillsRiverBogs_MA\Drawings\Marstons_Mills_Bogs_D.dwg - sshah - 8/25/25SP - SS, NN AUGUST 2025 - 220518 BARNSTABLE CLEAN WATER COALITION MARSTONS MILLS RIVER BOGS RESTORATION 75% DESIGN DRAWINGS GRADING SECTIONS, CELLS A, B, C, & D 5 17 A 4 STA 74+73 SECTION- CELL B B 4 STA 73+22 SECTION- CELL C C 4 SECTION- CELL D 40' 8'5 x V E R T I C A L E X AGG E R A T IO N NOTES: 1.SECTIONS ARE ORIENTED TO FACE DOWNSTREAM. 2.SECTION STATIONING IS ROUNDED TO THE NEAREST FOOT. REFER TO CHANNEL SECTION TABLE FOR BOTTOM AND BANK HEIGHT WIDTHS WHERE APPLICABLE. 3.FILL ALL PERIMETER AND INTERIOR DITCHES UNLESS NOTED OTHERWISE. GRADE FILL IN PERIMETER DITCHES AND ALONG INTERIOR BERMS TO SLOPE TOWARDS WETLAND AT 5H:1V SIDESLOPE OR FLATTER, AS INDICATED. 4.FILL EXISTING CHANNEL 1 FT ABOVE TOP OF BANK AND SLOPE SIDES 2H:1V TO EXISTING. 5.GRADE TO MATCH EXISTING GROUND ON EITHER SIDE OF BERM. STA 67+79 SCALE IN FEET(AS SHOWN ON 11" X 17" SHEET)SHEET PROVIDED FOR PROJECT PERMITTING ONLY. NOT FOR USE IN PROJECT CONSTRUCTION. 4344 4 2 424344 4546CELL 1A CELL 1B CELL 1C BOG ROAD CULVERT TO REMAIN REMOVE EXISTING BERM AND CULVERT EXISTING GROUND PROPOSED GROUND .06%SLOPE REMOVE EXISTING BERM AND CULVERT 30 40 50 30 40 50 39+50 40+00 41+00 42+00 43+00 44+00 45+00 46+00 47+00 48+00 49+00 50+00 51+00 52+00 53+00 STA:40+05 ELEV: 42.5 STA:48+84 ELEV: 41.8 STA:51+13 ELEV: 41.9 STA:52+14 ELEV: 42.5 STA:48+60 ELEV: 42.5 STA:48+69 ELEV: 44.3 STA:51+29 ELEV: 44.9 STA:51+37 ELEV: 42.5CULVERT U/S INV 40.1 D/S INV 40.3 CULVERT U/S INV 40.5 D/S INV 40.4 CULVERT U/S INV 41.1 D/S INV 38.9 OF N:\ProjectFiles_Active\MarstonsMillsRiverBogs_MA\Drawings\Marstons_Mills_Bogs_D.dwg - sshah - 8/25/25SP - SS, NN AUGUST 2025 - 220518 BARNSTABLE CLEAN WATER COALITION MARSTONS MILLS RIVER BOGS RESTORATION 75% DESIGN DRAWINGS GRADING PLAN & PROFILE, CELLS 1A, 1B & 1C 6 17 DATEBYNO.REVISION DESCRIPTION SHEET PROJECT CHECKED APPROVED DRAWN DATE DESIGNED 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com PLAN SCALE IN FEET (AS SHOWN ON 11" X 17" SHEET) SCALE IN FEET 0 300150 1 7 CELLS 1A, 1B & 1C PLAN VIEW CELLS 1A, 1B & 1C PROFILE VIEW 3 7 4 7 5 7 MATCHLINE, SEE SHEET 8FILL EXISTING CHANNEL, TYP. NOTES: 1.TOPOGRAPHIC COMPLEXITY TO BE COMPLETED ON ALL PROPOSED WETLAND SURFACES IN CELLS 1A, 1B, & 1C, INCLUDING AREAS OF DESIGN GRADING AND AREAS OF NO DESIGN GRADING, AS INDICATED. SEE SHEET 14 FOR DETAILS. 2.ALL DITCHES THAT REMAIN FOLLOWING DESIGNED GRADING SHALL BE FILLED. GRADE THE PERIMETER OF THE CELLS AND ALONG INTERIOR BERMS TO SLOPE TOWARDS THE WETLAND AT 5H:1V SIDESLOPE OR FLATTER, AS INDICATED. 3.FILL EXISTING CHANNEL 1 FT ABOVE TOP OF BANK AND SLOPE SIDES 2H:1V TO EXISTING UNLESS NOTED OTHERWISE. 4.CLEAR AND SALVAGE EXISTING TREES AND SHRUBS DESIGNATED BY THE ENGINEER PRIOR TO TOPOGRAPHIC COMPLEXITY GRADING. REUSE SALVAGED MATERIAL AS SLASH. DO NOT REUSE INVASIVE PLANTS DESIGNATED BY ENGINEER, WHICH SHOULD BE REMOVED AND DISPOSED OF APPROPRIATELY IN ACCORDANCE WITH SPECIFICATIONS. 5.EXCAVATED ORGANIC SOILS SHALL BE PRIORITIZED TO FILL IN THE WETLAND DITCHES AND CHANNELS, AS INDICATED. SANDY SOILS SHALL BE USED TO FILL REMAINING AREAS DESIGNATED FOR FILL, WITH EXCESS SPOILED IN REUSE AREAS. 6.SLASH IS A FIELD SET ITEM TO BE COMPLETED WITH ONSITE OBSERVATION AND DIRECT INPUT FROM THE ENGINEER ON INSTALLATION DETAILS, CONFIGURATIONS, AND ADJUSTMENTS NEEDED TO CONFORM THE WORK TO DESIGN INTENT, BASED ON CONDITIONS AT TIME OF CONSTRUCTION. REMOVE CULVERT AND BERM. GRADE TO TRANSITION SMOOTHLY INTO ADJACENT SURFACES FILL EXISTING PERIMETER DITCHES, TYP. CONSTRUCTION ACCESS ROAD, TYP. REMOVE CULVERT AND BERM. GRADE TO TRANSITION SMOOTHLY INTO ADJACENT SURFACES EXISTING CULVERT TO REMAIN CONSTRUCTION STAGING CONSTRUCTION ACCESS ROAD LIMITS OF DISTURBANCE SURVEYED PARCEL BOUNDARY EXISTING CONTOUR (2FT) MARSTONS MILLS RIVER EXISTING ALIGNMENT PROPOSED CONTOUR (1FT) TOPOGRAPHIC COMPLEXITY ZONE PROPOSED SLASH PLACEMENT PROPOSED POND FILL EXISTING CHANNEL 35+00 LEGEND 6 7 150' 15'1 0 x V E R T I C A L E X AGG E R A T IO N BOG RD. WHISTLEBE R RY D R. CELL 1A REMOVE CULVERT AND BERM. GRADE TO TRANSITION SMOOTHLY INTO ADJACENT SURFACES CONSTRUCTION STAGING, TYP. 2 7 44 SCALE IN FEET( A S S HOW N O N 1 1 " X 1 7 " S H E E T ) SHEET PROVIDED FOR PROJECT PERMITTING ONLY. NOT FOR USE IN PROJECT CONSTRUCTION. 40 50 40 50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 9+67 35 40 50 35 40 50 0+00 1+00 2+00 3+00 4+00 5+00 5+50 40 50 40 50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 40 50 40 50 0+00 1+00 2+00 2+97 STA:0+06 ELEV: 45.3 STA:0+20 ELEV: 42.5 STA:9+45 ELEV: 42.5 STA:0+07 ELEV: 46.3 STA:5+00 ELEV: 45.7 STA:0+23 ELEV: 46.1 STA:6+57 ELEV: 42.5 STA:0+47 ELEV: 46.9 STA:0+63 ELEV: 42.5 STA:1+03 ELEV: 42.5 STA:1+21 ELEV: 46.5 40 50 40 50 0+00 1+00 1+92 STA:0+17 ELEV: 46.2 STA:0+31 ELEV: 42.5 STA:1+47 ELEV: 42.5 STA:1+60 ELEV: 45.8 FILL EXISTING CHANNEL STA:0+27 ELEV: 41.9 STA:0+72 ELEV: 42.2 STA:0+90 ELEV: 45.2 REMOVE CULVERT AND BERM BERM TO BE REMOVED PROPOSED GRADE, TYP. EXISTING GRADE, TYP. STA:9+61 ELEV: 45.9 FILL EXISTING CHANNEL STA:0+88 ELEV: 45.2 STA:4+83 ELEV: 42.5 STA:0+49 ELEV: 42.5 STA:6+93 ELEV: 46.3 40 50 40 50 0+00 1+00 1+46 STA:0+28 ELEV: 42.5 STA:0+37 ELEV: 44.9 STA:0+39 ELEV: 44.9 STA:0+52 ELEV: 41.9 STA:1+10 ELEV: 41.7 STA:1+17 ELEV: 43.2 STA:1+37 ELEV: 44.8 DATEBYNO.REVISION DESCRIPTION SHEET PROJECT CHECKED APPROVED DRAWN DATE DESIGNED 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com OF N:\ProjectFiles_Active\MarstonsMillsRiverBogs_MA\Drawings\Marstons_Mills_Bogs_D.dwg - sshah - 8/25/25SP - SS, NN AUGUST 2025 - 220518 BARNSTABLE CLEAN WATER COALITION MARSTONS MILLS RIVER BOGS RESTORATION 75% DESIGN DRAWINGS GRADING SECTIONS, CELLS 1A, 1B & 1C 7 17 1 6 SECTION- CELLS 1A & 1B 3 6 SECTION- CELLS 1A & 1B 4 6 SECTION- CELLS 1A & 1C 5 6 SECTION- CELL 1C 6 6 SECTION- CELLS 1A/B/D REMOVE BERM NOTES: 1.SECTIONS ARE ORIENTED TO FACE DOWNSTREAM. 2.SECTION STATIONING IS ROUNDED TO THE NEAREST FOOT. REFER TO CHANNEL SECTION TABLE FOR BOTTOM AND BANK HEIGHT WIDTHS WHERE APPLICABLE. 3.ALL DITCHES THAT REMAIN FOLLOWING DESIGNED GRADING SHALL BE FILLED. GRADE THE PERIMETER OF THE CELLS AND ALONG INTERIOR BERMS TO SLOPE TOWARDS WETLAND AT 5H:1V SIDESLOPE OR FLATTER, AS INDICATED. 4.FILL EXISTING CHANNEL 1 FT ABOVE TOP OF BANK AND SLOPE SIDES 2H:1V TO EXISTING. 80' 16'5 x V E R T I C A L E X AGG E R A T IO N STA 48+11 STA 44+50 STA 40+98 STA 39+95 2 6 SECTION- CELL 1B POND SCALE IN FEET( A S S HOW N O N 1 1 " X 1 7 " S H E E T ) SHEET PROVIDED FOR PROJECT PERMITTING ONLY. NOT FOR USE IN PROJECT CONSTRUCTION. 30 40 50 30 40 50 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 39+00 40+00 REMOVE EXISTING BERM AND CULVERT EXISTING GRADE .03%SLOPE PROPOSED GRADE STA:31+43 ELEV: 40.6 STA:34+78 ELEV: 40.6 STA:35+21 ELEV: 42.5 STA:40+00 ELEV: 42.5STA:31+42 ELEV: 42.0 CULVERT U/S INV 39.8 D/S INV 39.4 CULVERT U/S INV 40.2 D/S INV 39.1 REMOVE EXISTING BERM AND CULVERT CULVERT U/S INV 39.5 D/S INV 39.5 CULVERT U/S INV 40.1 D/S INV 40.3 0+00 30+00 35+00 40+0 0 CELL 1D CELL 6 DATEBYNO.REVISION DESCRIPTION SHEET PROJECT CHECKED APPROVED DRAWN DATE DESIGNED 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com SCALE IN FEET 0 300150 PLAN SCALE IN FEET (AS SHOWN ON 11" X 17" SHEET)SCALE IN FEET(AS SHOWN ON 11" X 17" SHEET)OF N:\ProjectFiles_Active\MarstonsMillsRiverBogs_MA\Drawings\Marstons_Mills_Bogs_D.dwg - sshah - 8/25/25SP - SS, NN AUGUST 2025 - 220518 BARNSTABLE CLEAN WATER COALITION MARSTONS MILLS RIVER BOGS RESTORATION 75% DESIGN DRAWINGS GRADING PLAN & PROFILE, CELL 1D & 6 & RESERVOIRS 1 & 2 8 17 CELLS 1D & 6 & RESERVOIRS 1 & 2 PLAN VIEW CELLS 1D & RESERVOIRS 1 & 2 PROFILE VIEW 7 9 10 9 MATCHLINE, SEE SHEET 8MATCHLINE, SEE SHEET 10FILL EXISTING CHANNEL FILL EXISTING PERIMETER AND INTERIOR DITCHES, TYP. CONSTRUCTION ACCESS ROAD, TYP. REMOVE CULVERT AND BERM. GRADE TO TRANSITION SMOOTHLY INTO ADJACENT SURFACES REMOVE CULVERT AND BERM. GRADE TO TRANSITION SMOOTHLY INTO ADJACENT SURFACES 8 9 REMOVE CULVERT AND GRADE TO DESIGN LINES AND GRADES. REMOVE 1 FT OF SAND STAGING AND SAND REUSE AREA CONSTRUCTION ACCESS ROAD LIMITS OF DISTURBANCE SURVEYED PARCEL BOUNDARY EXISTING CONTOUR (2FT) MARSTONS MILLS RIVER EXISTING ALIGNMENT PROPOSED CONTOUR (1FT) TOPOGRAPHIC COMPLEXITY ZONE PROPOSED SLASH PLACEMENT FILL EXISTING CHANNEL EXISTING POND TO REMAIN 35+00 LEGEND 9 9 11 9 150' 15'1 0 x V E R T I C A L E X AGG E R A T IO N NOTES: 1.TOPOGRAPHIC COMPLEXITY TO BE COMPLETED ON ALL PROPOSED WETLAND SURFACES IN CELL 1D INCLUDING AREAS OF DESIGN GRADING AND AREAS OF NO DESIGN GRADING, AS INDICATED. SEE SHEET 14 FOR DETAILS. 2.ALL DITCHES THAT REMAIN FOLLOWING DESIGNED GRADING SHALL BE FILLED. GRADE THE PERIMETER OF THE CELLS AND ALONG INTERIOR BERMS TO SLOPE TOWARDS THE WETLAND AT 5H:1V SIDESLOPE OR FLATTER, AS INDICATED. 3.FILL EXISTING CHANNEL 1 FT ABOVE TOP OF BANK AND SLOPE SIDES 2H:1V TO EXISTING UNLESS NOTED OTHERWISE. 4.CLEAR AND SALVAGE EXISTING TREES AND SHRUBS DESIGNATED BY THE ENGINEER PRIOR TO TOPOGRAPHIC COMPLEXITY GRADING. REUSE SALVAGED MATERIAL AS SLASH. DO NOT REUSE INVASIVE PLANTS DESIGNATED BY ENGINEER, WHICH SHOULD BE REMOVED AND DISPOSED OF APPROPRIATELY IN ACCORDANCE WITH SPECIFICATIONS. 5.EXCAVATED ORGANIC SOILS SHALL BE PRIORITIZED TO FILL IN THE WETLAND DITCHES AND CHANNELS, AS INDICATED. SANDY SOILS SHALL BE USED TO FILL REMAINING AREAS DESIGNATED FOR FILL, WITH EXCESS SPOILED IN REUSE AREAS. 6.SLASH IS A FIELD SET ITEM TO BE COMPLETED WITH ONSITE OBSERVATION AND DIRECT INPUT FROM THE ENGINEER ON INSTALLATION DETAILS, CONFIGURATIONS, AND ADJUSTMENTS NEEDED TO CONFORM THE WORK TO DESIGN INTENT, BASED ON CONDITIONS AT TIME OF CONSTRUCTION. CONSTRUCTION STAGING AND SAND REUSE AREA, TYP. RESERVOIR 2 CELL 1DRESERVOIR 1 EXISTING IRRIGATION PONDS FILLED TO ELEV 40.6 FT. REMOVE CULVERT AND RETAIN BERM. SHEET PROVIDED FOR PROJECT PERMITTING ONLY. NOT FOR USE IN PROJECT CONSTRUCTION. 35 40 50 35 40 50 0+00 1+00 2+00 2+38 35 40 50 35 40 50 0+00 1+00 2+00 2+83 35 40 50 35 40 50 0+00 1+00 2+00 3+00 STA:0+31 ELEV: 45.6 STA:2+30 ELEV: 45.2 STA:0+10 ELEV: 46.8 STA:2+71 ELEV: 45.5 STA:1+43 ELEV: 48.0 STA:1+84 ELEV: 40.6 STA:2+33 ELEV: 40.6 STA:2+57 ELEV: 46.0 35 40 50 35 40 50 0+00 1+00 2+00 2+25 STA:0+41 ELEV: 47.7 STA:1+99 ELEV: 45.9 EXISTING GRADE, TYP. 40 50 40 50 0+00 1+00 2+00 2+24 STA:2+15 ELEV: 42.5 STA:0+47 ELEV: 42.5 STA:0+32 ELEV: 42.5 STA:2+53 ELEV: 42.5 STA:0+66 ELEV: 42.3 STA:1+86 ELEV: 42.5 STA:0+71 ELEV: 47.2 STA:1+05 ELEV: 42.0 STA:1+33 ELEV: 42.0 STA:1+64 ELEV: 48.3 PROPOSED GRADE, TYP.FILL EXISTING CHANNEL DATEBYNO.REVISION DESCRIPTION SHEET PROJECT CHECKED APPROVED DRAWN DATE DESIGNED 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com OF N:\ProjectFiles_Active\MarstonsMillsRiverBogs_MA\Drawings\Marstons_Mills_Bogs_D.dwg - sshah - 8/25/25SP - SS, NN AUGUST 2025 - 220518 BARNSTABLE CLEAN WATER COALITION MARSTONS MILLS RIVER BOGS RESTORATION 75% DESIGN DRAWINGS GRADING SECTIONS, CELL 1D & 6 & RESERVOIRS 1 & 2 9 17 7 8 SECTION- CELL 1D 8 8 SECTION- CELL 1D 9 8 SECTION CELL 1D/RESERVOIR REMOVE BERM 11 8 SECTION - RESERVOIR/CELL 3 NOTES: 1.SECTIONS ARE ORIENTED TO FACE DOWNSTREAM. 2.SECTION STATIONING IS ROUNDED TO THE NEAREST FOOT. REFER TO CHANNEL SECTION TABLE FOR BOTTOM AND BANK HEIGHT WIDTHS WHERE APPLICABLE. 3.ALL DITCHES THAT REMAIN FOLLOWING DESIGNED GRADING SHALL BE FILLED. GRADE THE PERIMETER OF THE CELLS AND ALONG INTERIOR BERMS TO SLOPE TOWARDS THE WETLAND AT 5H:1V SIDESLOPE OR FLATTER, AS INDICATED. 4.FILL EXISTING CHANNEL 1 FT ABOVE TOP OF BANK AND SLOPE SIDES 2H:1V TO EXISTING. 10 8 SECTION - RESERVOIR - REMOVE BERM 60' 12'5 x V E R T I C A L E X AGG E R A T IO N STA 31+26STA 33+67 STA 34+87 STA 36+11STA 38+99 SCALE IN FEET( A S S HOW N O N 1 1 " X 1 7 " S H E E T ) SHEET PROVIDED FOR PROJECT PERMITTING ONLY. NOT FOR USE IN PROJECT CONSTRUCTION. REMOVE EXISTING BERM AND CULVERT EXISTING GRADE PROPOSED GRADE 30 40 50 30 40 50 22+50 23+00 24+00 25+00 26+00 27+00 28+00 29+00 30+00 31+00 32+00 32+50 STA:31+43 ELEV: 40.6 STA:31+42 ELEV: 42.0STA:27+52 ELEV: 42.0 STA:25+81 ELEV: 43.5STA:22+85 ELEV: 40.5 CULVERT U/S INV 38.2 D/S INV 37.9 CULVERT U/S INV 38.8 D/S INV 39.1 CULVERT U/S INV 39.8 D/S INV 39.4 20+00 25 + 0 0 30+00 CELL 3 DATEBYNO.REVISION DESCRIPTION SHEET PROJECT CHECKED APPROVED DRAWN DATE DESIGNED 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com SCALE IN FEET 0 300150 PLAN SCALE IN FEET (AS SHOWN ON 11" X 17" SHEET) OF N:\ProjectFiles_Active\MarstonsMillsRiverBogs_MA\Drawings\Marstons_Mills_Bogs_D.dwg - sshah - 8/25/25SP - SS, NN AUGUST 2025 - 220518 BARNSTABLE CLEAN WATER COALITION MARSTONS MILLS RIVER BOGS RESTORATION 75% DESIGN DRAWINGS GRADING PLAN & PROFILE, CELL 3 10 17 12 11 CELL 3 PROFILE VIEW CELL 3 PLAN VIEW 13 111411 MATCHLINE, SEE SHEET 8MATCHLINE , SEE SHEET 12CONSTRUCTION STAGING AND SAND REUSE AREA CONSTRUCTION ACCESS ROAD LIMITS OF DISTURBANCE SURVEYED PARCEL BOUNDARY EXISTING CONTOUR (2FT) MARSTONS MILLS RIVER EXISTING ALIGNMENT PROPOSED CONTOUR (1FT) TOPOGRAPHIC COMPLEXITY ZONE PROPOSED SLASH PLACEMENT FILL EXISTING CHANNEL EXISTING POND TO REMAIN 35+00 LEGEND FILL EXISTING CHANNEL FILL EXISTING PERIMETER AND INTERIOR DITCHES, TYP. CONSTRUCTION ACCESS ROAD, TYP. REMOVE CULVERT AND BERM. GRADE TO TRANSITION SMOOTHLY INTO ADJACENT SURFACES 15 11 150' 15'1 0 x V E R T I C A L E X AGG E R A T IO N REMOVE CULVERT AND BERM. GRADE TO TRANSITION SMOOTHLY INTO ADJACENT SURFACES NOTES: 1.TOPOGRAPHIC COMPLEXITY TO BE COMPLETED ON ALL PROPOSED WETLAND SURFACES IN CELL 3, INCLUDING AREAS OF DESIGN GRADING AND AREAS OF NO DESIGN GRADING, AS INDICATED. SEE SHEET 14 FOR DETAILS. 2.ALL DITCHES THAT REMAIN FOLLOWING DESIGNED GRADING SHALL BE FILLED. GRADE THE PERIMETER OF THE CELLS AND ALONG INTERIOR BERMS TO SLOPE TOWARDS THE WETLAND AT 5H:1V SIDESLOPE OR FLATTER, AS INDICATED. 3.FILL EXISTING CHANNEL 1 FT ABOVE TOP OF BANK AND SLOPE SIDES 2H:1V TO EXISTING UNLESS NOTED OTHERWISE. 4.CLEAR AND SALVAGE EXISTING TREES AND SHRUBS DESIGNATED BY THE ENGINEER PRIOR TO TOPOGRAPHIC COMPLEXITY GRADING. REUSE SALVAGED MATERIAL AS SLASH. DO NOT REUSE INVASIVE PLANTS DESIGNATED BY ENGINEER, WHICH SHOULD BE REMOVED AND DISPOSED OF APPROPRIATELY IN ACCORDANCE WITH SPECIFICATIONS. 5.EXCAVATED ORGANIC SOILS SHALL BE PRIORITIZED TO FILL IN THE WETLAND DITCHES AND CHANNELS, AS INDICATED. SANDY SOILS SHALL BE USED TO FILL REMAINING AREAS DESIGNATED FOR FILL, WITH EXCESS SPOILED IN REUSE AREAS. 6.SLASH IS A FIELD SET ITEM TO BE COMPLETED WITH ONSITE OBSERVATION AND DIRECT INPUT FROM THE ENGINEER ON INSTALLATION DETAILS, CONFIGURATIONS, AND ADJUSTMENTS NEEDED TO CONFORM THE WORK TO DESIGN INTENT, BASED ON CONDITIONS AT TIME OF CONSTRUCTION.SCALE IN FEET( A S S HOW N O N 1 1 " X 1 7 " S H E E T ) SHEET PROVIDED FOR PROJECT PERMITTING ONLY. NOT FOR USE IN PROJECT CONSTRUCTION. 35 40 50 35 40 50 0+00 1+00 2+00 3+00 3+25 35 40 50 35 40 50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 35 40 50 35 40 50 0+00 1+00 2+00 3+00 4+00 5+00 5+60 PROPOSED GRADE, TYP. EXISTING GRADE, TYP. 35 40 50 35 40 50 0+00 1+00 2+00 3+00 4+00 5+00 STA:0+71 ELEV: 42.0 STA:0+57 ELEV: 44.7 STA:2+95 ELEV: 42.0 STA:3+10 ELEV: 45.1 STA:0+40 ELEV: 42.0 STA:5+60 ELEV: 42.0 STA:5+70 ELEV: 44.3 STA:1+39 ELEV: 41.4 STA:4+82 ELEV: 42.0 STA:0+66 ELEV: 44.0 STA:0+84 ELEV: 42.0 STA:4+51 ELEV: 45.3 FILL EXISTING CHANNEL REMOVE BERM STA:0+69 ELEV: 43.5 STA:0+87 ELEV: 43.5 STA:0+99 ELEV: 41.3 STA:0+58 ELEV: 41.5 STA:0+60 ELEV: 42.0 STA:0+46 ELEV: 43.8 STA:4+39 ELEV: 40.5 DATEBYNO.REVISION DESCRIPTION SHEET PROJECT CHECKED APPROVED DRAWN DATE DESIGNED 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com OF N:\ProjectFiles_Active\MarstonsMillsRiverBogs_MA\Drawings\Marstons_Mills_Bogs_D.dwg - sshah - 8/25/25SP - SS, NN AUGUST 2025 - 220518 BARNSTABLE CLEAN WATER COALITION MARSTONS MILLS RIVER BOGS RESTORATION 75% DESIGN DRAWINGS GRADING SECTIONS, CELL 3 11 17 12 11 SECTION- CELL 3 13 11 SECTION- CELL 3 14 11 SECTION- CELL 3 NOTES: 1.SECTIONS ARE ORIENTED TO FACE DOWNSTREAM. 2.SECTION STATIONING IS ROUNDED TO THE NEAREST FOOT. REFER TO CHANNEL SECTION TABLE FOR BOTTOM AND BANK HEIGHT WIDTHS WHERE APPLICABLE. 3.ALL DITCHES THAT REMAIN FOLLOWING DESIGNED GRADING SHALL BE FILLED. GRADE THE PERIMETER OF THE CELLS AND ALONG INTERIOR BERMS TO SLOPE TOWARDS WETLAND AT 5H:1V SIDESLOPE OR FLATTER, AS INDICATED. 4.FILL EXISTING CHANNEL 1 FT ABOVE TOP OF BANK AND SLOPE SIDES 2H:1V TO EXISTING. 60' 125 x V E R T I C A L E X AGG E R A T IO N 15 11 STA 29+70 STA 26+16 STA 23+14 SECTION- CELL 3/4 - REMOVE BERM SCALE IN FEET( A S S HOW N O N 1 1 " X 1 7 " S H E E T ) STA 33+20 SHEET PROVIDED FOR PROJECT PERMITTING ONLY. NOT FOR USE IN PROJECT CONSTRUCTION. 30 40 50 30 40 50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+78 PROPOSED GROUND EXISTING GROUND STA:0+00 ELEV: 38.5 STA:8+78 ELEV: 37.5 20+00 25+ 0 0 8+780+00 1+002+003+004+005+006+007+00 8+00 30 40 50 30 40 50 18+00 19+00 20+00 21+00 22+00 23+00 24+00 PROPOSED GROUND EXISTING GROUND STA:20+61 ELEV: 40.5 STA:20+49 ELEV: 37.5 STA:23+22 ELEV: 42.0 CULVERT U/S INV 38.2 D/S INV 37.9 CULVERT U/S INV 37.6 D/S INV 37.5 DATEBYNO.REVISION DESCRIPTION SHEET PROJECT CHECKED APPROVED DRAWN DATE DESIGNED 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com SCALE IN FEET 0 300150 PLAN SCALE IN FEET (AS SHOWN ON 11" X 17" SHEET) OF N:\ProjectFiles_Active\MarstonsMillsRiverBogs_MA\Drawings\Marstons_Mills_Bogs_D.dwg - sshah - 8/25/25SP - SS, NN AUGUST 2025 - 220518 BARNSTABLE CLEAN WATER COALITION MARSTONS MILLS RIVER BOGS RESTORATION 75% DESIGN DRAWINGS GRADING PLAN & PROFILE, CELL 4 12 17 CELL 4 PROFILE VIEW - PROPOSED CHANNEL CELL 4 PLAN VIEW 16 13 MATCHLINE , SEE SHEET 10CONSTRUCTION ACCESS ROAD LIMITS OF DISTURBANCE SURVEYED PARCEL BOUNDARY EXISTING CONTOUR (2FT) MARSTONS MILLS RIVER EXISTING ALIGNMENT PROPOSED ALIGNMENT PROPOSED CONTOUR (1FT) TOPOGRAPHIC COMPLEXITY ZONE EXISTING POND TO REMAIN PROPOSED SLASH PLACEMENT FILL EXISTING CHANNEL 35+00 LEGEND 150' 15'1 0 x V E R T I C A L E X AGG E R A T IO N NOTES: 1.FILL ALL PERIMETER AND INTERIOR DITCHES IN CELL 4 UNLESS NOTED OTHERWISE. GRADE FILL IN PERIMETER DITCHES AND ALONG INTERIOR BERMS TO SLOPE TOWARDS WETLAND AT 5H:1V SIDESLOPE OR FLATTER, AS INDICATED. SEE SHEET 14 FOR DETAILS. 2.FILL EXISTING CHANNEL 1 FT ABOVE TOP OF BANK AND SLOPE SIDES 2H:1V TO EXISTING UNLESS NOTED OTHERWISE. 3.RETAIN TREES AND SHRUBS EXCEPT IN AREAS OF GRADING. TREES AND SHRUBS REMOVED TO COMPLETE GRADING SHALL BE REUSED AS SLASH. DO NOT REUSE INVASIVE PLANTS DESIGNATED BY THE ENGINEER, WHICH SHOULD BE REMOVED AND DISPOSED OF APPROPRIATELY IN ACCORDANCE WITH SPECIFICATIONS. 4.EXCAVATED ORGANIC SOILS SHALL BE PRIORITIZED TO FILL IN THE WETLAND DITCHES AND CHANNELS, AS INDICATED. SANDY SOILS SHALL BE USED TO FILL REMAINING AREAS DESIGNATED FOR FILL, WITH EXCESS SPOILED IN REUSE AREAS. 5.SLASH IS A FIELD SET ITEM TO BE COMPLETED WITH ONSITE OBSERVATION AND DIRECT INPUT FROM THE ENGINEER ON INSTALLATION DETAILS, CONFIGURATIONS, AND ADJUSTMENTS NEEDED TO CONFORM THE WORK TO DESIGN INTENT, BASED ON CONDITIONS AT TIME OF CONSTRUCTION. CONSTRUCTION ACCESS ROAD, TYP. FILL EXISTING DITCH AND REMOVE BERM UPSTREAM OF POND OUTLET CHANNEL 17 13 18 13 SCALE IN FEET( A S S HOW N O N 1 1 " X 1 7 " S H E E T ) 35+00 CELL 4 PROFILE VIEW - EXISTING CHANNEL PROPOSED CHANNEL TO CONNECT EXISTING POND TO EXISTING CHANNEL SHEET PROVIDED FOR PROJECT PERMITTING ONLY. NOT FOR USE IN PROJECT CONSTRUCTION. 35 40 50 35 40 50 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 8+40 STA:0+36 ELEV: 42.0 STA:0+20 ELEV: 43.0 STA:7+91 ELEV: 40.5 PROPOSED GRADE, TYP.EXISTING GRADE, TYP. STA:8+15 ELEV: 40.5REMOVE BERM UPSTREAM OF THE POND OUTLET CHANNEL 35 40 35 40 0+00 1+00 1+25 35 40 35 40 0+00 1+00 2+00 2+30 STA:0+78 ELEV: 38.3 STA:0+80 ELEV: 38.3 STA:0+30 ELEV: 39.8 STA:0+82 ELEV: 39.3 PROPOSED GRADE, TYP STA:0+90 ELEV: 39.3 STA:0+94 ELEV: 41.9 STA:1+01 ELEV: 43.4 STA:0+66 ELEV: 39.3 STA:1+78 ELEV: 38.0 STA:1+80 ELEV: 39.0 STA:1+90 ELEV: 39.0 STA:1+74 ELEV: 39.0 STA:1+64 ELEV: 39.0 STA:1+49 ELEV: 43.6 STA:1+76 ELEV: 38.0 STA:1+99 ELEV: 41.2 STA:2+15 ELEV: 43.0 DATEBYNO.REVISION DESCRIPTION SHEET PROJECT CHECKED APPROVED DRAWN DATE DESIGNED 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com OF N:\ProjectFiles_Active\MarstonsMillsRiverBogs_MA\Drawings\Marstons_Mills_Bogs_D.dwg - sshah - 8/25/25SP - SS, NN AUGUST 2025 - 220518 BARNSTABLE CLEAN WATER COALITION MARSTONS MILLS RIVER BOGS RESTORATION 75% DESIGN DRAWINGS GRADING SECTIONS, CELL 4 13 17 17 13 SECTION- CELL 4 18 13 SECTION- CELL 4 NOTES: 1.SECTIONS ARE ORIENTED TO FACE DOWNSTREAM. 2.SECTION STATIONING IS ROUNDED TO THE NEAREST FOOT. REFER TO CHANNEL SECTION TABLE FOR BOTTOM AND BANK HEIGHT WIDTHS WHERE APPLICABLE. 3.ALL DITCHES THAT REMAIN FOLLOWING DESIGNED GRADING SHALL BE FILLED. GRADE THE PERIMETER OF THE CELLS AND ALONG INTERIOR BERMS TO SLOPE TOWARDS WETLAND AT 5H:1V SIDESLOPE OR FLATTER, AS INDICATED. 4.FILL EXISTING CHANNEL 1 FT ABOVE TOP OF BANK AND SLOPE SIDES 2H:1V TO EXISTING. 60' 12'5 x V E R T I C A L E X AGG E R A T IO N STA 20+39 16 13 SECTION- CELL 4 STA 21+19 SCALE IN FEET( A S S HOW N O N 1 1 " X 1 7 " S H E E T ) SHEET PROVIDED FOR PROJECT PERMITTING ONLY. NOT FOR USE IN PROJECT CONSTRUCTION. SECTION ELEVATION VARIATION +/- 1.5 FT AVERAGE ELEVATION OF EXISTING GROUND PROPOSED GROUND PLAN- MACROTOPOGRAPHY FEATURES +1.5 FT +1.5 FT NOTES: 1.TOPOGRAPHIC COMPLEXITY ZONE CONSISTS OF MACROTOPOGRAPHY AND MICROTOPOGRAPHY FEATURES. 2.MOUND CONFIGURATION AND LOCATION WILL VARY. FINAL CONFIGURATION AND LOCATION TO BE DETERMINED IN COORDINATION WITH THE ENGINEER. 3.TOPOGRAPHIC MOUNDS ARE INTENDED TO MIMICK MARSHPLAIN HUMMOCKS CREATED BY NATIVE SHRUBS, HERBACEOUS PLANTS, AND CONIFER NURSE LOGS. EXISTING MARSHPLAIN ELEVATION NOT TO SCALE14 1 TYPICAL DETAIL - TOPOGRAPHIC COMPLEXITY ZONE -1.5 FT -1.5 FT A B C D MICROTOPOGRAPHY, TYP. AVERAGE ELEVATION OF EXISTING GROUND PROPOSED GROUND FLOODPLAIN SLASH, TYP. SECTION PLAN NOT TO SCALE14 2 TYPICAL DETAIL - FLOODPLAIN WOOD DATEBYNO.REVISION DESCRIPTION SHEET PROJECT CHECKED APPROVED DRAWN DATE DESIGNED 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com OF N:\ProjectFiles_Active\MarstonsMillsRiverBogs_MA\Drawings\Marstons_Mills_Bogs_D.dwg - sshah - 8/25/25SP - SS, NN AUGUST 2025 - 220518 BARNSTABLE CLEAN WATER COALITION MARSTONS MILLS RIVER BOGS RESTORATION 75% DESIGN DRAWINGS TYPICAL DETAILS 14 17 FEATURE SMALL MEDIUM LARGE A 10' L - 3' W 20' L -7' W 30' L -10' W B 10' L - 5' W 20' L - 10' W 30' L -15' W C 10' L - 10' W 20' L - 20' W 30' L -30' W D 10' L - 5' W 20' L - 10' W 30' L -15' W SHEET PROVIDED FOR PROJECT PERMITTING ONLY. NOT FOR USE IN PROJECT CONSTRUCTION. CELL 1A CELL 1B CELL 1C CELL 1D CELL 3 CELL 6 CELL 4 CELL C CELL D CELL B CELL A DATEBYNO.REVISION DESCRIPTION SHEET PROJECT CHECKED APPROVED DRAWN DATE DESIGNED 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com CONSTRUCTION ACCESS ROAD LIMITS OF DISTURBANCE SURVEYED PARCEL BOUNDARY EXISTING CONTOUR (10FT) PLANTING PLAN SPHAGNUM TRANSPLANT ZONE (10 FT BUFFER ALONG EDGES OF PROPOSED PONDS) ZONE 1: ATLANTIC WHITE CEDAR SWAMP ZONE 2: RED MAPLE SWAMP ZONE 3: UPLAND POLLINATOR MEADOW ZONE 4: PLANTING STUDY AREA FLOODPLAIN WOOD LEGEND PLAN SCALE IN FEET (AS SHOWN ON 11" X 17" SHEET) SCALE IN FEET 0 700350 OF N:\ProjectFiles_Active\MarstonsMillsRiverBogs_MA\Drawings\Marstons_Mills_Bogs_D.dwg - sshah - 8/25/25SP - SS, NN AUGUST 2025 - 220518 BARNSTABLE CLEAN WATER COALITION MARSTONS MILLS RIVER BOGS RESTORATION 75% DESIGN DRAWINGS PROPOSED PLANTING PLAN 15 17 RIVER ROAD B O G R O A D WHISTLE B E R R Y D R BERR Y H O L L O W D R OLD MILL ROADSHEET PROVIDED FOR PROJECT PERMITTING ONLY. NOT FOR USE IN PROJECT CONSTRUCTION. 100YR100YR100Y R 100YR100YR100YR100YR100YR100YR 100YR100YR100YR 100YR100YR100YR100YR100YR100 Y R100YR100YR10 0 Y R100YR 100YR100Y R 100YR100YR100YR100 Y R 100YR100YR1 0 0 YR100YR100 Y R 100YR100YR100YR100YR10 0 Y R 100YR100YR100YR100YR100YR10 0 Y R 100YR100YR100YR100YR100YR100YR100YR100YR 10 0 Y R100YR100YR 1 0 0YR100YR100YR 100YR100YR1 0 0 Y R 100YR10 0 Y R 1 0 0YR 1 0 0 Y R 1 0 0YR 100YR100 Y R100YR 10 0 Y R 100YR100YR 1 0 0 YR100YR10 0 Y R 10 0 Y R 10 0 Y R 100YR100YR100YR100YR10 0 Y R100YR100YR 1 0 0 Y R100YR100YR100YR100YR100YR 1 0 0 YR100YR100YR100YR100 Y R100YR1 0 0 Y R 100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR1 0 0 Y R 100YR100YR100YR100YR100YR100YRRF200R F 2 0 0 RF200RF200RF200RF200 RF200RF200RF200RF200RF200RF200RF200 RF200RF200RF200RF200RF200RF200RF200 RF200RF200R F 2 0 0RF2 0 0RF 2 0 0RF200RF200 RF200RF200RF200RF200RF200RF200RF200RF200RF200RF2 0 0 RF200 RF 2 0 0 RF200RF200RF200RF200RF2 0 0 RF200 RF2 0 0 RF200RF 2 0 0 R F 2 0 0 RF200RF200RF200RF200 RF200 RF200RF200RF200R F 2 0 0 RF2 0 0 RF 2 0 0 R F 2 0 0 RF200 RF200RF200RF200RF200RF200RF200 DATEBYNO.REVISION DESCRIPTION SHEET PROJECT CHECKED APPROVED DRAWN DATE DESIGNED 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com LIMITS OF DISTURBANCE PARCEL BOUNDARY SURVEYED PARCEL BOUNDARY EXISTING CONTOUR (2FT) LEGEND PLAN SCALE IN FEET (AS SHOWN ON 11" X 17" SHEET) SCALE IN FEET 0 700350 RIVER ROAD B O G R O A D WHISTLEBER R Y D R BERR Y H O L L O W D R O L D M I L L R O A D OF N:\ProjectFiles_Active\MarstonsMillsRiverBogs_MA\Drawings\Marstons_Mills_Bogs_D.dwg - sshah - 8/25/25SP - SS, NN AUGUST 2025 - 220518 BARNSTABLE CLEAN WATER COALITION MARSTONS MILLS RIVER BOGS RESTORATION 75% DESIGN DRAWINGS RESOURCE AREA IMPACTS - EXISTING CONDITIONS 16 17 RESOURCE AREA IMPACTS RESOURCE AREAS MAXIMUM PROJECT DISTURBANCE TO EXISTING RESOURCE BANK 11,762 LF BORDERING VEGETATED WETLAND (BVW)1,795,704 SF LAND UNDER WATER 266,140 SF RIVERFRONT AREA - 200 FT 3,058,695 SF RF200 100YR NOTES: 1.BORDERING LAND AREA SUBJECT TO FLOODING IS MEASURED FROM BVW OR FROM TOP OF BANK TO THE 100 YEAR FLOODING EXTENT UNDER EXISTING AND PROPOSED CONDITIONS. 2.RESOURCE AREA IMPACTS INCLUDE THOSE ASSOCIATED WITH THE MARSTONS MILLS BOGS OWNED BY THE BARNSTABLE CLEAN WATER COALITION. LAND UNDER WATER BORDERING VEGETATED WETLANDS (BVW) BANK / OHW 200' RIVERFRONT BUFFER 100 YEAR FLOOD INUNDATION EXTENT (BASED ON HYDRAULIC MODEL) RESOURCES LEGEND - EXISTING CONDITIONS SHEET PROVIDED FOR PROJECT PERMITTING ONLY. NOT FOR USE IN PROJECT CONSTRUCTION. 100YR100YR100YR100YR100YR100YR100YR100YR100Y R 1 0 0 Y R 10 0 Y R 100 Y R 10 0 Y R 100YR100YR100YR100YR100YR100YR 100YR100YR100YR100YR100YR100YR100YR100YR1 0 0 Y R 100 Y R100YR1 0 0YR 100YR 100YR100 Y R 100 Y R100YR100YR 1 0 0 Y R 100YR100YR 10 0 Y R100YR 100YR100YR100YR100YR10 0 Y R100YR100Y R100YR100YR100YR100YR100YR100YR100 Y R 100YR100YR1 0 0 Y R 1 0 0 Y R100YR100YR100YR 100YR100Y R 100YR1 0 0 Y R 10 0 Y R 100YR100YR100 Y R 100YR100YR100YR100YR1 0 0 Y R100YR100YR100YR100YR100YR100YR100YR100YR100YR100YR 100 Y R 100YR100YR100YR100YR100YR100YR100YR100YRRF200R F 2 0 0 RF200RF200RF200RF200 RF200RF200RF200RF200RF200RF200RF200 RF200RF200RF200RF200RF200RF200RF200 RF200RF200R F 2 0 0RF2 0 0RF 2 0 0RF200RF200 RF200RF200RF200RF200RF200RF200RF200RF200RF200RF2 0 0 RF200 RF 2 0 0 RF200RF200RF200RF200RF2 0 0 RF200 RF2 0 0 RF200RF 2 0 0 R F 2 0 0 RF200RF200RF200RF200 RF200 RF200RF200RF200R F 2 0 0 RF2 0 0 RF 2 0 0 R F 2 0 0 RF200 RF200RF200RF200RF200RF200RF200 DATEBYNO.REVISION DESCRIPTION SHEET PROJECT CHECKED APPROVED DRAWN DATE DESIGNED 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com 220 Concord Avenue, 2nd Floor Cambridge, MA 02136 617.714.5537 www.interfluve.com LIMITS OF DISTURBANCE PARCEL BOUNDARY SURVEYED PARCEL BOUNDARY EXISTING CONTOUR (2FT) PROPOSED CONTOUR (1FT) LEGEND PLAN SCALE IN FEET (AS SHOWN ON 11" X 17" SHEET) SCALE IN FEET 0 700350 100YR NOTES: 1.BORDERING LAND AREA SUBJECT TO FLOODING IS MEASURED FROM BVW OR FROM TOP OF BANK TO THE 100 YEAR FLOODING EXTENT UNDER EXISTING AND PROPOSED CONDITIONS. 2.RESOURCE AREA IMPACTS INCLUDE THOSE ASSOCIATED WITH THE MARSTONS MILLS BOGS OWNED BY THE BARNSTABLE CLEAN WATER COALITION. OF N:\ProjectFiles_Active\MarstonsMillsRiverBogs_MA\Drawings\Marstons_Mills_Bogs_D.dwg - sshah - 8/25/25SP - SS, NN AUGUST 2025 - 220518 BARNSTABLE CLEAN WATER COALITION MARSTONS MILLS RIVER BOGS RESTORATION 75% DESIGN DRAWINGS RESOURCE AREA IMPACTS - PROPOSED CONDITIONS 17 17 RESOURCE AREA IMPACTS RESOURCE AREAS PROPOSED RESOURCE AREAS PROPOSED PERMANENT CHANGES TO EXISTING RESOURCE AREAS BANK 7,355 LF LESS 4,407 LF BORDERING VEGETATED WETLAND 1,822,204 SF ADD 26,500 SF LAND UNDER WATER 258,557 SF LESS 7,583 SF RIVERFRONT AREA - 200 FT 3,058,695 SF NO CHANGE LAND UNDER WATER BORDERING VEGETATED WETLANDS (BVW) BANK / OHW 200' RIVERFRONT BUFFER 100 YEAR FLOOD INUNDATION EXTENT (BASED ON HYDRAULIC MODEL) RESOURCES LEGEND - PROPOSED CONDITIONS RIVER ROAD B O G R O A D WHISTLEBER R Y D R BERR Y H O L L O W D R O L D M I L L R O A D RF200 SHEET PROVIDED FOR PROJECT PERMITTING ONLY. NOT FOR USE IN PROJECT CONSTRUCTION. Environmental Monitor Publication Notification for Submission of Notice of Intent for an Ecological Restoration Project 310 CMR 10.11(1) Date: August 11, 2025 Project: Marstons Mills Bog Restoration Project at 0 Bog Road in Barnstable, MA Proponent: Barnstable Clean Water Coalition Anticipated Date of Submission: August 25, 2025 Project Description: The proposed project aims to restore 57-acres of retired cranberry bogs to a more naturally functioning wetland ecosystem for the purpose of creating a healthy, self- sustaining and dynamic wetland; improving hydrologic and aquatic habitat connectivity; improving water quality (including reducing nitrogen export); and providing passive recreation in permanently protected open space. Reviewing Conservation Commission: Barnstable Conservation Commission, 230 South Street, Hyannis MA 02601 Phone (508) 862-4093) Public Hearing Information: The public hearing schedule and agendas (providing date, time and location of public hearings) can be viewed on the Town of Barnstable’s Conservation Commission website located at: https://town.barnstable.ma.us/boardscommittees/ConservationCommission/ More Information: Copies of the Notice of Intent may be obtained from the Barnstable Conservation Commission, or you may contact the applicant’s representative: Neal Price, Horsley Witten Group, Inc., 90 Route 6A, Sandwich, MA 02563, Phone (508) 833-6600 or Email: nprice@horsleywitten.com.