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HomeMy Public PortalAbout2022 02 22 Public Meeting Packet Long Pond Town Beach Improvements Horsley Witten Group, Inc. Brewster, Massachusetts February 2022 Page 2 of 23 1.0 INTRODUCTION AND BACKGROUND The Town of Brewster is proposing the Long Pond Town Beach Boat Ramp and Parking Improvements on Crowells Bog Road in Brewster, Massachusetts. The existing boat ramp provides formal public access to this freshwater resource, and the facility is one of the most active of the town public landings in Brewster. However, the current boat ramp at Long Pond is in poor condition. The bituminous pavement is crumbling, and large sections of pavement are missing, and there is a sharp drop-off at the end of the ramp due to erosion and boat prop wash. This condition is further exacerbated during the active boating season, resulting in damage to vehicles, trailers, and boats as well as the pond resources. Photo 1. Existing boat launch in poor repair with broken and crumbling pavement. Access to both the beach area and the boat ramp is currently along a single access road. The layout of the access drive, beach parking area, and boat ramp does not allow for easy trailer positioning for boat launching where vehicles are forced to pull into the beach parking lot and swing around or back down the entire access drive. Furthermore, the layout of the boat ramp poses a safety concern as there is no separation between the boat ramp and swimming area aside from a rope with floats that cordons off the swim area. The purpose of the project is to improve boat access to Long Pond, improve safety for beach goers, and improve water quality of the pond by creating separate entrance and access roads to improve traffic circulation; updating the boat ramp and installing an adjacent floating dock; creating a new trailer parking area; relocating the kayak and bike racks, improving pedestrian Long Pond Town Beach Improvements Horsley Witten Group, Inc. Brewster, Massachusetts February 2022 Page 3 of 23 access between the beach area and other site amenities; and constructing a stormwater management system. This project is consistent with the Town’s overarching plan to improve coastal landings, make road repairs, and maintain infrastructure. The project also provides additional opportunities to improve water quality of Long Pond by incorporating stormwater management practices to capture and treat stormwater runoff that currently flows directly into Long Pond. This project will advance the Town of Brewster’s goal of reducing algal blooms and associated low levels of dissolved oxygen in Long Pond. 2.0 GENERAL SITE DESCRIPTION Long Pond Town Beach (0 Long Pond Landing) is accessed from Crowells Bog Road in south Brewster, MA (Attachment A, Figures 1 & 2). The Site is surrounded by residential neighborhoods to the north, Black Pond to the southwest, Route 124 to the west, and a cranberry bog to the northeast. Long Pond Beach is approximately 1.48 acres and includes an access road, existing, deteriorating boat ramp, a parking lot, public beach, and site amenities including a viewing ramp, kayak racks, picnic tables, and storage sheds. The open parking lot and beach areas are surrounded by forested areas with a steep drop in topography between Crowells Bog Road and the parking lot. The downgradient beach slopes gently to the pond’s edge and there are obvious erosion channels and rivulets along the sandy surface. There are two areas of vegetated wetlands to the east and southwest of the beach/parking lot. Photo 2. Existing site amenities at Long Pond Beach. Long Pond Town Beach Improvements Horsley Witten Group, Inc. Brewster, Massachusetts February 2022 Page 4 of 23 Vehicles with boat trailers currently park along Crowells Bog Road, or among the open forested area adjacent to the road. Photo 3. Existing onsite parking for trailered vehicles. Additional parking for boat trailers is approximately 0.3 miles away along Crowells Bog Road. Undeveloped upland portions of the site are indicative of a typical Cape Cod pine/oak forest habitat. The tree canopy is primarily composed of pitch pine (Pinus rigida) and a mix of oak species (Quercus spp.) with a patchy understory of wintergreen (Gaultheria procumbens), tree- clubmoss (Dendrolycopodium obscurum), pipsissewa (Chimaphila maculata), bracken fern (Pteridium aquilinum), and Canada mayflower (Maianthemum canadense). The understory is fairly consistent throughout the site. The floor of the forested upland habitats is a relatively thick (i.e., three to four-inch) layer consisting of oak leaf, pine needle, twig, and fibric organic matter. The terrain has a few depressions, standing snags, fallen dead trees, and occasional boulders. The area where the trucks park is sandy compacted and devoid of any vegetated understory. Long Pond is the largest pond on Cape Cod, totaling 743 acres, and is classified as a Great Pond. The shoreline of the pond is 6.4 miles in length, bounded primarily by residential neighborhoods. Long Pond straddles the town boundary between Brewster and Harwich and is a shared resource between the two municipalities (see Figures 1 & 2). Long Pond has been listed as impaired in MassDEP’s 2016 Integrated List of Waters as a Category 5 (Waters Requiring a TMDL) and is impaired due to Low dissolved oxygen (DO). Long Pond Town Beach Improvements Horsley Witten Group, Inc. Brewster, Massachusetts February 2022 Page 5 of 23 2.1 FEMA Designation According to the FEMA Flood Insurance Rate Map (Community Panel No. 25001C0602J dated July 16, 2014), The majority of the proposed activities are located within Zone A, areas that have a 1% probability of flooding every year (100-year floodplain), the rest of the project is located in Zone X, areas of minimal flood hazard (Attachment A, Figures 3 & 3A). 2.2 State-listed Rare Species Habitat According to the most recent version of the Massachusetts Natural Heritage Atlas (15th Edition, August 1, 2021), the project site falls within an area of Priority Habitat of Rare Species (PH 418) (previously identified as PH 463) as designated by the Massachusetts Natural Heritage and Endangered Species Program (NHESP). Priority Habitat mapping extends landward approximately 100 feet from the edge of Long Pond and encompasses the bank, beach and paved parking lot (Attachment A, Figure 4). A MESA Information Request was filed on February 15, 2018 (NHESP No. 18-37470). According to this request, a portion of the project site is mapped for the pondshore knotweed (Persicaria puritanorum), which is listed as a Massachusetts Species of Special Concern. Pondshore knotweed is a rare, trailing annual wildflower found on the upper shores of coastal plain ponds of the Northeast. It is similar in appearance to the more common Lady’s thumb (Persicaria maculosa), a non-native species. Persicaria puritanorum grows along the sandy, peaty or cobble shores of the acidic, low-nutrient coastal plain ponds, flowering in mid to late summer. Ideal habitats are acidic waters with low nutrients, pronounced water fluctuations and open, exposed shorelines, such as coastal plain pond. Threats to this species include soil disturbance, changes in hydrology, water quality or soil integrity. The NHESP Fact Sheet is included in Attachment B. Long Pond Town Beach Improvements Horsley Witten Group, Inc. Brewster, Massachusetts February 2022 Page 6 of 23 Photo 4. Views of the shoreline at Long Pond Beach. As a result of the Priority Habitat designation, the project will require a MESA Project Review with NHESP, filed jointly with this Notice of Intent (NOI) application. During our site visits, HW field biologists have not observed this species on site. Given the current activities at the project site (swimming, fishing, and boat launching), it may be unlikely that pondshore knotweed is able to grow along this stretch of the pond; however, NHESP will render a determination to the presence of rare species and associated habitat for this project site. It is anticipated that monitoring or a botanical survey may be required prior to construction to verify the presence or absence of this species. If pondshore knotweed is found within the project footprint, the location will be documented, and a plan will be established in conjunction with NHESP to protect the population from harm during project activities. 2.3 Wetland Resource Areas On June 27, 2017, HW staff delineated resource areas at Crowells Bog Road and along Long Pond. Resource area flagging was verified and refreshed on January 28, 2022. Wetland resource areas occurring at or near this project include the following, as defined under the Massachusetts Wetlands Protection Act (MGL Ch 131 § 40), and its regulations and under the Town of Brewster’s Wetlands Bylaw (Chapter 172). • Inland Bank and Beach • Bordering Vegetated Wetland/Freshwater Wetland; • Land Under Waterbodies and Waterways; and • Bordering Land Subject to Flooding. Long Pond Town Beach Improvements Horsley Witten Group, Inc. Brewster, Massachusetts February 2022 Page 7 of 23 In addition to the resource areas listed above, the Brewster Wetlands Protection Regulations regulate the 100-foot Buffer Zone as a resource area and establishes a 50-foot no disturbance buffer that extends from 0 to 50 feet from the boundary of the bank and freshwater wetland. Attachment A, Figure 4 depicts the approximate limits of wetland resource areas as interpreted by the Massachusetts Department of Environmental Protection (MassDEP) GIS mapping; the limits of all resource areas are shown on the enclosed existing conditions within the planset entitled, “Long Pond Town Beach Boat Ramp & Parking Improvements, Brewster, Massachusetts,” prepared by Horsley Witten Group, Inc., and dated February 2022 (Attachment C). A brief description of the wetland resource areas at or adjacent to this site is provided below. 2.3.1 Bank (Naturally Occurring Banks and Beaches) Bank is defined at 310 CMR 10.54(2)(a) as “the portion of land surface which normally abuts and confines a water body. It occurs between a water body and a vegetated bordering wetland and adjacent floodplain, 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. The upper boundary of a Bank is first observable break in the slope or the mean annual flood level, whichever is lower. The lower boundary of a Bank is the mean annual low flow level [310 CMR 10.54(2)(c)].” The Brewster Wetlands Protection Bylaw defines Inland Bank similarly. The inland bank at this Site is classified as Beach (inland), which is defined in the Area Subject to Protection under M.G.L. c. 131 § 40 as Beach (Inland), “a naturally occurring inland beach, means an unvegetated bank as defined in310 CMR 10.54(2).” Bank, as defined by the mean annual flood level, to the northeast of the beach area was delineated with blue pin flags labeled 1-5, where a slight wrack line existed. The beach itself was not flagged due to the potential hazard pin flags pose to beachgoers. Beyond the beach to the southwest, the Bank is defined by a distinct break in slope and delineated with blue flags labeled 6-12. The boat ramp is located between flags 9 and 10. 2.3.2 Bordering Vegetated Wetlands/Freshwater Wetlands Bordering Vegetated Wetlands are defined under Massachusetts Wetlands Protection Act Regulations at 310 CMR 10.55(2)(a) as, “freshwater wetlands that border on creeks, rivers, streams, ponds and lakes. The types of freshwater wetlands are wet meadows, marshes, swamps and bogs. Bordering Vegetated Wetlands are areas where the soils are saturated and/or inundated such that they support a predominance of wetland indicator plants. The boundary of Bordering Vegetated Wetland is defined at 310 CMR 10.55 (2)(c) as the line within which 50% or more of the vegetational community consists of wetland indicator plants and saturated or inundated conditions exist.” The Brewster Wetlands Protection Bylaw defines Freshwater Wetlands similarly. A narrow swath of forested Bordering Vegetated Wetland (BVW) extends perpendicularly from the edge of the pond, just north of the beach, along the eastern side of the beach and existing Long Pond Town Beach Improvements Horsley Witten Group, Inc. Brewster, Massachusetts February 2022 Page 8 of 23 parking lot. The canopy is dominated by tupelo (Nyssa sylvatica) with occasional red maple (Acer rubrum) and pitch pine (Pinus rigida). The shrub layer is dominated by sweet pepperbush (Clethra alnifolia) with clumps of northern bayberry (Morella pensylvanica) and individuals of fetterbush (Eubotrys racemosa). A small cluster of Atlantic white cedar (Chamaecyparis thyoides) seedlings was observed adjacent to the parking lot. Groundcover is generally sparse, consisting of seedlings from the shrub and canopy layers. Small amounts of common greenbrier (Smilax rotundifolia) and poison ivy (Toxicodendron radicans) comprise the vine layer. HW observed surface staining of leaves and soils exhibit evidence of hydrology (hydric spodosols). HW delineated the BVW boundary with pink flagging stations numbered BVW 1 – BVW 10. A set of DEP Bordering Vegetated Wetland (310 CMR 10.55) Delineation Field Data Forms were completed to verify the wetland boundary in this location and are provided in Attachment B. The southwestern corner of the beach and parking area is vegetated and supports a small area of BVW located immediately along the pond edge. Here, the tree canopy consists of pitch pine, while alder (Alnus sp.), northern bayberry, and red maple seedlings. A single large grey willow (Salix cinerea) comprises the sapling layer. Groundcover species in this more open area, are more diverse, and include grass-leaf goldenrod (Euthamia graminifolia), various sedges (Carex spp.) including woolgrass (Scirpus cyperinus), clumps of soft rush (Juncus effusus), prairie cordgrass (Spartina pectinata), black rush (Juncus gerardii) and poison ivy (Toxicodendron radicans). The shrubs and groundcover layers are entangled with common greenbrier (Smilax rotundifolia) and a small amount of Virginia creeper (Parthenocissus quinquefolia). HW delineated this smaller BVW with pink flagging stations labeled BVW 100 – BVW 106. 2.3.3 Land Under Water Bodies and Waterways Land Under Water Bodies and Waterways is defined at 310 CMR 10.56(2)(a) as “the land beneath any creek, river, stream, pond or lake. Said land may be composed of organic muck or peat, fine sediments, rocks or bedrock. The boundary of LUWW is the mean annual low water level.” The Brewster Wetlands Protection Bylaw defines LUWW similarly. The bottom of the pond along the shoreline and in near shore areas of Long Pond is generally sandy with occasional pebbles and small rocks and/or rubble from the deteriorating asphalt boat ramp. Transparency/water clarity of the pond is good, extending into the pond approximately 14 feet, with minimal aquatic vegetation in the area downgradient of the beach and boat ramp. 2.3.4 Bordering Land Subject to Flooding Bordering Land Subject to Flooding (BLSF) is defined at 310 CMR 10.57(2)(a) as “an area with low, flat topography adjacent to and inundated by flood waters rising from creeks, rivers, streams, ponds or lakes. It extends from the banks of these waterways and water bodies; where a bordering vegetated wetland occurs, it extends from said wetland.” “The boundary of Bordering Land Subject to Flooding is the estimated maximum lateral extent of flood water which will theoretically result from the statistical 100-year frequency storm. […]” (310 CMR 10.57(2)(a)(3)). The Brewster Wetlands Protection Bylaw defines Land Subject to Flooding similarly. Long Pond Town Beach Improvements Horsley Witten Group, Inc. Brewster, Massachusetts February 2022 Page 9 of 23 BLSF along Long Pond extends landward from the pond and encompasses the beach, parking lot, and site amenities, up to approximately the base of the steep slope to the north, as well as a portion of the boat ramp and access road. The BLSF does not have a floodzone elevation (see Figures 3 & 3A); however, through site survey, it was determined that the flood zone elevation at this site is at approximately 35 feet above sea level. 2.4 Topography and Soil The general topography of the sight slopes from northwest to southeast with the steepest grades along the northwest border between Crowells Bog Road and the parking lot. The elevation across the project area varies from 27 to 47 feet above mean sea level. According to the Barnstable County Soil Survey, the soils underlying the site are classified as Carver coarse sand, which is characterized having loose sandy glaciofluvial deposits that drain excessively well (Attachment A, Figure 5). 3.0 PROPOSED PROJECT 3.1 General Project Description The proposed redevelopment project includes the following components: • Reconstruction of the existing boat ramp to improve access to Long Pond, including a pier and floating dock to provide a separation between the boat ramp and the public beach; • Construction of a new access road into the site to separate beach traffic from boat ramp traffic, improve safety for vehicles with boat trailers accessing the boat ramp, and improve traffic circulation; • Relocation of Site amenities (kayak and bike racks) to improve user experience; • Regrading and resurfacing of impervious material for the parking area which is in need of repair; and • Installation of stormwater management facilities to capture and treat runoff which currently flows untreated into Long Pond. • Additionally, the Town proposes to provide formalized trailer parking between the two access roads. While outside of resource areas and jurisdictional buffer zones this new site amenity is tied into the larger parking improvements at the site. Project activities will occur within approximately 41,065 SF of the 1.48-ac site and will consist largely of redevelopment of the existing facility, particularly within jurisdictional resource areas and buffer zones. The overall goals are to improve boat access to the pond, increase safety for boat trailers accessing the boat launch and the public using the beach, and improve water quality of Long Pond by reducing erosion and sedimentation and providing pretreatment of stormwater runoff and associated pollutants prior to discharging into Long Pond. A brief description of the proposed project elements is provided below; additional details are provided on the project plans entitled, “Long Pond Town Beach Boat Ramp & Parking Long Pond Town Beach Improvements Horsley Witten Group, Inc. Brewster, Massachusetts February 2022 Page 10 of 23 Improvements, Brewster, Massachusetts,” prepared by Horsley Witten Group, Inc., and dated February 2022 (see Attachment C). • Boat Ramp. The reconstructed 14-foot-wide boat ramp will consist of precast concrete sections along its 44-foot length extending approximately 36 feet into the pond. In addition to the reconstructed boat ramp, the Town proposes to install a floating dock and pier parallel to and just north of the boat ramp that will provide separation and an added measure of safety between the boat launching activities and recreational activities at the beach. It will also improve accessibility for people to safely board their boat. • Parking Lot. The existing parking lot has deteriorated over time, with cracked pavement, and crumbling curbing where ponded stormwaters have breached the curbing, allowing for untreated stormwater runoff to flow directly into Long Pond. The reconstructed parking area will utilize the existing footprint with a slight increase in size to accommodate new traffic patterns and provide positive drainage for the proposed stormwater management practices. A modest increase of two to three parking spaces will result. The number of handicap spaces will remain at four, and the existing accessible viewing deck will remain in its current location. The reconstructed parking lot will consist of impervious bituminous pavement, regraded to the north and east toward the stormwater practices and away from Long Pond. • Stormwater Facilities. The two stormwater management systems that are located within jurisdictional areas will be sited just north and east of the parking lot and will promote collection and treatment of stormwater from the parking lot prior to it discharging into Long Pond, where no treatment currently exists (see Photo 5). Additional details are provided in the Stormwater Management Report (Attachment D). MASS STATE PLANEBORDERINGVEGETATED WETLANDPOND ORDINARYHIGH WATER32WETLAND BUFFER50'WETLAND BUFFER100'4746FLOODFLOODFLOODFLOODFLOODFLOODFLOODFLOODS44° 33' 36"W344.84'N44° 33' 36"E458.75'L=83.75'R=77.57'N42° 05' 25"E205.71'L=107.52'R=323.79'L=419.80'R=400.00'S65° 53' 44"E174.86'S36° 05' 34"W26.39'L=74.66'R=89.08'S44° 33' 36"W4.12'N57° 25' 20"W187.06'S29° 07' 34"E43.31'S29° 07' 34"E219.77'S29° 07' 34"E192.72'N60° 52' 26"E50.00'N60° 52' 26"E9.38'MAP 61 LOT 3872 WINDSTEAD RD.N/FPALMISANOMAP 61 LOT 90 CROWELLS BOG RD.N/FTOWN OF BREWSTERMAP 61 LOT 260 LONG POND LANDINGN/FTOWN OF BREWSTERMAP 61 LOT 27114 CROWELLS BOG RD.N/FSULLIVANMAP 61 LOT 25154 CROWELLS BOG RD.N/FESSIG(1964 TOWN LAYOUT - 50 FEET WIDE)N/FKAZANJIANBORDERINGVEGETATEDWETLANDLIFEGUARDSHEDSTORAGECONTAINEREXISTING BOAT RAMPLONG PONDBOAT TRAILERPARKING AREAEOP/BERMEOP/CURB/BERMRIPRAPACCESSIBLE VIEWING DECKPORTABLETOILETSBIKE RACK33± EX. PARKINGSPACESBEACHN42° 05' 25"E98.72'CB/DHFND(DISTURBED)S57° 25' 20"E11.57'TP-3TP-2UP 81/8BENCHMARK:MAGSET EL: 43.77WVWVHYD14"14"20"16"20"12"12"12"12"10"22"16"24"14"12"12"10"14"18"14"36"16"10"18"18"12"10"UP 81/718"18"16"8"16"12"20"14"18"18"16"BANK 12BANK 1130"BANK 10BANK 9BANK 8BANK 7BANK 616"16"14"14"14"18"28"48"BANK 2BANK 1BVW 1BVW 218"24"12"10"12"18"30"12"12"36"BVW 3BVW 4BVW 5BVW 6BVW 7BVW 8BVW 9BVW 10BVW 100BVW 101BVW 102BVW 103BVW 104BVW 105BVW 106BENCHMARK:MAGHUB EL: 46.349"12"8"16"8"20"6"6"6"12"6"20"8"12"14"12"14"12"20"10"20"12"8"8"14"14"18"24"8"8"10"18"10"6"10"10"12"26"6"14"8"28"8"8"10"10"8"8"8"6"10"6"10"10"6"6"20"18"24"14"12"12"BANK 5BANK 4BANK 3BENCHMARK:MAGSET EL: 33.344444454643423940414214"33333435363738394035 36 37 3839 4045464746475049484746454443425453525150494847464544434241405150494847464544434241404948484746454045353536373738393433 32 31 30 29 2828293031 44434241404445 43424140393837363534 33333333343435404535403534343332323232TP-1RevisionsAppr.Rev. Date By Description1234567EXISTING CONDITIONSLONG POND TOWN BEACHBOAT RAMP & PARKING IMPROVEMENTSBREWSTER, MASSACHUSETTSSurvey Provided By:Sheet Number:Project Number:Registration:Prepared For:Plan Set:Plan Title:Sheet :3C -Horsley Witten Group, Inc.90 Route 6ASandwich, MA 02644Phone: (508)-833-6600Fax: (508)-833-3150Dated: June 27, 2017Brewster Departmentof Natural Resources2198 Main StreetBrewster, MA 02631Phone: (508) 525-9135Fax: ----31017090oflast modified: 02/10/22 printed: 02/14/22 by kkH:\Projects\2017\17090 Brewster Long Pond Ramp\Drawings\17090 EX.dwg--- --- --- ------ --- --- ------ --- --- ------ --- --- ------ --- --- ------ --- --- ------ --- --- ---(in feet)GRAPHIC SCALE020 10 20 40 801 INCH = 20 FEETFEBRUARY 2022MCL MCL RACChecked By:Designed By:Date: Drawn By:SURVEY NOTES1. THE TOPOGRAPHY AND EXISTING SITE CONDITIONS DEPICTED HEREON ARE THE RESULT OF AN ON THE GROUND FIELD SURVEY CONDUCTED BY THE HORSLEY WITTEN GROUP, INC. ON JUNE 27,2017.2. HORIZONTAL DATUM IS MASS STATE PLANE COORDINATE SYSTEM. DATUM ESTABLISHED BY GPS.3. THE ELEVATIONS DEPICTED HEREON WERE BASED ON THE NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.4. PROPERTY LINE SURVEY IS THE RESULT OF AN ON THE GROUND FIELD SURVEY AND DEEDS AND PLANS OF RECORD.5. THIS PLAN DOES NOT SHOW ANY RECORDED OR UNWRITTEN EASEMENTS WHICH MAY EXIST. HOWEVER, THIS DOES NOT CONSTITUTE A GUARANTEE THAT NO SUCH EASEMENTS EXIST.6. THE ACCURACY OF MEASURED PIPE INVERTS AND PIPE SIZES IS SUBJECT TO FIELD CONDITIONS, THE ABILITY TO MAKE VISUAL OBSERVATIONS, DIRECT ACCESS TO THE VARIOUS ELEMENTSAND OTHER CONDITIONS.7. THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AND STRUCTURES AS SHOWN ON THESE PLANS ARE BASED ON RECORDS OF VARIOUS UTILITY COMPANIES, AND WHEREVERPOSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THIS INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE LOCATION OF ALL UNDERGROUND UTILITIES ANDSTRUCTURES SHALL BE VERIFIED IN THE FIELD PRIOR TO THE START OF ANY CONSTRUCTION. THE CONTRACTOR MUST CONTACT THE APPROPRIATE UTILITY COMPANY, ANY GOVERNINGPERMITTING AUTHORITY IN THE TOWN OF BREWSTER, AND "DIGSAFE" (1-888-344-7233) AT LEAST 72 HOURS PRIOR TO ANY EXCAVATION WORK IN PREVIOUSLY UNALTERED AREAS TO REQUESTEXACT FIELD LOCATION OF UTILITIES.8. THE PROPERTY IS LOCATED WITHIN F.I.R.M ZONE A (APPROXIMATED TO EL. 35' FROM THE FIRM) AS SHOWN ON COMMUNITY PANEL NO, 25001C0602J DATED JULY 16, 2014.9. THE WETLAND DELINEATION SHOWN HEREON WAS CONDUCTED BY THE HORSLEY WITTEN GROUP, INC. ON JUNE 27, 201710. PLAN REFERENCES:BARNSTABLE COUNTY REGISTRY OF DEEDS1.) PLAN BOOK 598 PAGE 572.) PLAN BOOK 183 PAGE 1153.) PLAN BOOK 450 PAGE 154.) PLAN BOOK 168 PAGE 155Sustainable Environmental Solutionswww.horsleywitten.com90 Route 6ASandwich, MA 02563508-833-6600 voice508-833-3150 faxHorsley Witten Group, Inc.LEGEND:PROPERTY, LOT, OR ROWCONTOUR - MAJOREASEMENT LINETREE LINESETBACK LINEDRAIN PIPEEDGE OF PAVEMENTCENTERLINEEROSION CONTROL BARRIERBERMPATHWAYWALL - RETAININGFENCE - WOODFENCE - WIREOVERHEAD WIRECONTOUR - MINORABUTTING LOTGENERALFEMA FLOOD ZONEWETLAND BOUNDARYWETLAND 50 BUFFERWALL - STONEUTILITIESEROSION & SEDIMENT CONTROLENVIRONMENTALWETLAND 100 BUFFERORDINARY HIGH WATERFLOODXXBUILDINGSYMBOLSDRAIN MANHOLEBOUNDARYWVCBPROPERTY INFORMATIONEXISTING TREEEXISTING SHRUBBENCHMARKCONTROL POINTHYDRANTEXISTING SPOT GRADEWATER VALVETHRUST BLOCKUTILITY BOXTEST PITMONITORING WELLWATER WELLCLEAN OUTCURB STOP4450CATCHBASINBERM CUTUP1PIPE STUBUTILITY POLEEXISTING EVERGREENTREEDWTPCOCSHYDEL:98.45SPOT GRADEEL:95.00TREE STUMPWFROCKHANDICAP SYMBOLSIGNMAIL BOXWETLAND FLAGBIKE10BENCHPICNIC TABLEBIKE RACKNUMBER OF PARKING SPACESVEHICLE CIRCULATIONTP - 1TP - 2SOIL TEST PIT DATAPERFORMED BY: M.C. LEHMAN, E.I.T.HORSLEY WITTEN GROUP, INCDATE: MAY 16, 2018.TP - 3 BORDERINGVEGETATED WETLANDPOND ORDINARYHIGH WATER32WETLAND BUFFER50'WETLAND BUFFER100'4746WFLOODFLOODFLOODFLOODFLOODFLOODFLOODFLOOD(1964 TOWN LAYOUT - 50 FEET WIDE)44TOOWTTWBORDERINGVEGETATEDWETLANDCB/DHFND(DISTURCB/DHFNDUP 81/8WVWVHYDHD20"0202012"22212"22212"22210"00022"2222216"66624"4242414"4"4444412"1222222210"1000000014"44418"88814"44436"6363616"66610"0000000000018"888812"22210"10000BANK 121222NBANK 1NK1NKKKKANBAABABNK 2K2KK 2BANK 1BVW 1WBVW 218"18888888888"LOL10"00012"22218"812"12222122222236"63636BVW 3WBVW 4BVW 5W 6W BVW 7777W7777BVW 88BVW 99WW9W 99BVW 10VWBV1110WWVWBVW11118"1888814"44412"2"222BANK 5BANK 4444445463940333435363738394035 36 37 3839 40 454647464750494847464544434254535251504948474645444342414051504948474645444342414049484847464540453535363737383934 33 32 31 30 29 282829 44404445 43424140393837363534 333333333434354045354035343433323232323111056BORDERINGGETATED WETLANDALAETDWDPOND ORDINARYDINARYHIGH WAHIGH32323246464646464464646464646464646464646464646646464646464646464646FLOFLOOODDOOFLOLOFLOODOODDOOFLODFODOODODFLOODOLOFDFLOFLOLOOORBED)"20"02020UP81/78118"8881888816"66"66666666"18"88830""303000003003030BBBANK 6BBANNK6BAANKK661444141428"8282848"84848BVW 100BVW 101BVW 102BVW 103BORRBVW 104BVW 105BVW 106109"99"9""16"16"16"6""1666666668"88"8"6666666"66666"6"622212"224148"8881448"88"8"18"88812121212121"22222221448"88"8"18"88"8"88888444444444444444444545454545454646464646463939393939390333333333333343434343434353535353535353536633363637733373738833383833393355333535 366333636 377333737 388333838399333939 400444040 4545454949494949494948484848484847474747474746464646464645454545454544444444444444444343434343434343424242424242424140400404051515151515151505050505049494948484847474746464645454545444444434343434343443434343434343424242424242424241411414140404040494949494949484848484848484848484848474747474747464646464646454545454545400444040455444545335353535444444444444444444444444444444040404040444444444444454545 43434343434344434343434242424242424242424242424242424242424242424242424242411141141414141414114114111411111404040404040404039393993939393833838838383737737373636636363535353535333553535343434 33333333333333333333333333333333333334343434343434343436666636636666663636366666666666666666DDDDDDDDDDDD33333334434444444444443333311111056ZONING FRONT SETBACKPRECAST CONCRETERAMP SECTIONSFLOATING DOCKFFE:32.50±KAYAK RACKSBITUMINOUS ASPHALT PAVEMENT18,000 SF ±WET SWALESTORMWATERTREATMENT AREAGRAVEL BOATTRAILER PARKING3,050 SF ±WOODEN RAILFENCE 160 LF ±UNDERGROUND CHAMBERSSTORMWATER TREATMENT AREAPORTA-JONS32 SPACES +3 ADA SPACESBITUMINOUS BERM 300 LF ±BITUMINOUS BERM 210 LF ±BIKE RACKPICNIC TABLES8.0'8.0'18.0'9.0'9.0'18.0'24.0'14.0'6.0'2.0'R15.0'R25.0'R15.0'R64.0'R15.0'R10.0'R4.0'R4.0'LANDSCAPING8.0'TIMBER BOLLARDPUBLIC BEACHBOUNDARY MARKERSEASONAL ADA VISTALANDING FORDOCK ACCESSDOCK RAMPGANGWAYR25.0'R46.0'18.0'14.0'14.0'STORAGECONTAINERSTORMWATER OUTFALLWITH SEDIMENT FOREBAYTRAILERS WITHVEHICLES6 SPACESBIKE RACKINSTALL STAFFGAUGE ON COLUMNBOULDERCHECK DAMRevisionsAppr.Rev. Date By Description1234567SITE PLANLONG POND TOWN BEACHBOAT RAMP & PARKING IMPROVEMENTSBREWSTER, MASSACHUSETTSSurvey Provided By:Sheet Number:Project Number:Registration:Prepared For:Plan Set:Plan Title:Sheet :5C -51017090 oflast modified: 02/14/22 printed: 02/14/22 by kkH:\Projects\2017\17090 Brewster Long Pond Ramp\Drawings\17090 ST.dwg--- --- --- ------ --- --- ------ --- --- ------ --- --- ------ --- --- ------ --- --- ------ --- --- ---(in feet)GRAPHIC SCALE020 10 20 40 801 INCH = 20 FEETFEBRUARY 2022MCL MCL RACChecked By:Designed By:Date: Drawn By:Sustainable Environmental Solutionswww.horsleywitten.com90 Route 6ASandwich, MA 02563508-833-6600 voice508-833-3150 faxHorsley Witten Group, Inc. 111056DDDD353738394041424344454240444342413938373635333132353638424443464783953432323433333333333333343333MASS STATE PLANEBORDERINGVEGETATED WETLANDPOND ORDINARYHIGH WATER32WETLAND BUFFER50'WETLAND BUFFER100'4746W6FLOODFLOODFLOODFLOODFLOODFLOODFLOODFLOODS44° 33' 36"W344.84'N44° 33' 36"E458.75'L=83.75'R=77.57'N30° 0 9' 5 4" W 90.35'L=51.90'R=77.57'N42° 05' 25"E205.71'L=107.52'R=323.79'L=419.80'R=400.00'S65° 53' 44"E174.86'S65° 53' 44"E13.89'S05° 54' 26"E15.19'S36° 05' 34"W26.39'L=74.66'R=89.08'S44° 33' 36"W4.12'N57° 25' 20"W187.06'S29° 0 7' 3 4" E 43.31' S29° 07' 34"E219.77'S29° 07' 34"E192.72'N60° 52' 26"E50.00'S25° 19' 04"E63.33'N60° 52' 26"E9.38'MAP 61 LOT 3872 WINDSTEAD RD.N/FPALMISANOMAP 61 LOT 90 CROWELLS BOG RD.N/FTOWN OF BREWSTERMAP 61 LOT 260 LONG POND LANDINGN/FTOWN OF BREWSTERMAP 61 LOT 27114 CROWELLS BOG RD.N/FSULLIVANMAP 61 LOT 25154 CROWELLS BOG RD.N/FESSIG(1964 TOWN LAYOUT - 50 FEET WIDE)44TOOWTTWN/FKAZANJIANL=70.36'R=89.08'L=51.90'R=77.57'BORDERINGVEGETATEDWETLANDN42° 05' 25"E98.72'CB/DHFND(DISTURBED)D)S57° 25' 20"E11.57'"20"02020"20"0202012"22212"22212"22212"22210"00022"2222216"66624"4242414"4"4444412"122222210"1000000014"44418"88814"44436"6363616"66610"0"000000000018"88818"888812"22210"1000018"88818888344411116"166666BANK 12BANK 1130""30300000300300BANK 10BANK 9BANK 8BANK 7BANK 616"666666DD48"4448""4448884448888848848488BANK 2BANK 1BVW 1BVW 218"18888888888"LOL111OO12"222BVW 3BVW 4BVW 5BVW 6BVW 7BVW 8BVW 9BVW 10BVW 100BVW 101BVW 102BVW 103BVW 104BVW 105BVW 10616"16"6616"""16""66666666666666666393933336""66666666999666666666""66"6""66666202002020212"12"1122288814"14"14444444418"18"188888888""""""""66666661222222211112222222222288888810"10000018"1888814"44412"2"222BANK 5BANK 4BANK 344444546434239404133333435363738394035 36 37 3839 40454647464750494847464544434254535251504948474645444342414051504948474645444342414049484847464540453535 363737383934 33 32 31 30 29 2828293031 44434241404445 43424140393837363534 33333333343435404535403534343332323232333133333333333333LOAM AND SEED ALL DISTURBEDAREAS WITH UPLAND SEED MIX.TOTAL APPROXIMATE SF: ±12,960SLOPES 1:3 OR GREATER TOBE STABILIZED WITHEROSION CONTROL BLANKETUPLAND PLANTINGWET SWALEPLANTINGUPLAND PLANTINGPROPOSED DECIDUOUS TREEPROPOSED EVERGREEN TREEUPLAND SEED MIX - MOWANNUALLY IN THE SPRING,ONLY AS NEEDEDCOLONIAL SEED - STABILIZER MIXWAVY HAIR GRASSLITTLE BLUESTEMBIG BLUESTEMUPLAND BENT GRASSHARD FESCUESCANADA WILD RYESWAN SEDGEGOLDENRODBUTTERFLY MILKWEEDLANCE LEAVED COREOPSISPARTRIDGE PEATICK-TREFOILSYMBOL LEGEND:WET SWALE PLANTS,SEE PLANT LIST02/10/22 KJK HLC Revised seeding areas and SFRevisionsAppr.Rev. Date By Description1234567PLANTING PLANLONG POND TOWN BEACHBOAT RAMP & PARKING IMPROVEMENTSBREWSTER, MASSACHUSETTSSurvey Provided By:Sheet Number:Project Number:Registration:Prepared For:Plan Set:Plan Title:Sheet :7L -71017090oflast modified: 02/14/22 printed: 02/14/22 by kkH:\Projects\2017\17090 Brewster Long Pond Ramp\Drawings\17090 LA.dwg--- --- --- ------ --- --- ------ --- --- ------ --- --- ------ --- --- ------ --- --- ---FEBRUARY 2022KJK KJK HLCChecked By:Designed By:Date: Drawn By:DRAFTNOT FORCONSTRUCTIONSustainable Environmental Solutionswww.horsleywitten.com90 Route 6ASandwich, MA 02563508-833-6600 voice508-833-3150 faxHorsley Witten Group, Inc.(in feet)GRAPHIC SCALE020 10 20 40 801 INCH = 20 FEETPREFERRED PLANT LISTSLANDSCAPE NOTES:TRANSPLANTED PLANTS TO BE FIELD LOCATED BYTHE LANDSCAPE ARCHITECT/BIOLOGIST deck deck deck existing path R ESI D E N C E 508-255-4773 Kerlin Residence 217 Crocker Lane Brewster, M A February 3, 2022 “Native Plant Mitigation” 14 Locus, not to scale x~N Breakwater Road Orleans Crocker Lane Route 124 Route 6A 35 Carlton Road Symbol NamePLANT KEYBayberryMyrica pensylvanica SizeIlex glabra, InkberryRosa virginina Virginia Rose Rosa virginina Virginia Rose Panicum virgatum Switch GrassQuantity #1#1#1#3#3#3#3 #3 #3#220821 6 12Total of 103 plants as mitigationClethra alnifolia Summer-sweetEchinaceae ConeflowerAsclepias Butterfly WeedRudbekia ConeflowerViburnum dentatum Arrowwood 1055397 Baccharis halimifolia Groundsel bush3Hydrangea Nikko Blue #5#3 Symbol Name P L A N T KE Y Bayberry Myrica pensylvanica Size Ilex glabra, Inkberry Rosa virginina Virginia Rose Panicum virgatum Switch Grass Quantity #1 #1 #1 #3 #3 #3 #3 #3 #2 20 8 21 12 Total of 103 plants as mitigation Clethra alnifolia Summer-sweet Echinaceae Coneflower Asclepias Butterfly Weed Rudbekia Coneflower Viburnum dentatum Arrowwood 10 5 5 3 9 7 Baccharis halimifolia Groundsel bush 3 Hydrangea Nikko Blue #5 #3 ~N Symbol Name P L A N T KE Y Bayberry Myrica pensylvanica Size Panicum virgatum Switch Grass Quantity #1 #3#3 #3 #5 #2 6 10 3 5 Total of 39 plants as mitigation Approximate locations noted on plan Clethra alnifolia Summer-sweetViburnum dentatum Arrowwood 8 7 Comptomia peregrina Sweet Fern Selected Existing TreesBlack LocustOak TreesMaple Tree(looks like Norway Maple)Ilex verticillata WinterberryIlex glabra, Inkberry #1#3Asclepias Butterfly Weed106 P L A N T KE Y, Symbols and names Day Lilly Stella Doro Holly, Soft Touch Japanese Holly Lilac Hydrangea p. quickfire Bayberry Bearberry Rose knockout Blushing Spirea Wateri Day Lilly Happy Returns Purple Plum Panicum v. Heavy Metal Pennisetum Morning Light, transplants Sedum Autumn Joy Sedum Kamtschaticum Viburnum dentatum Lavender hidcote Inkberry Clethra Humming Bird Hydrangea Coerulea Lace Nepeta Walker ’s Low Hydrangea Oakleaf Spirea Little Princess Roas Fairy Shasta Daisy Helleborus Jacob, cinnamon snow Juniper procumbens nana Symbol Name P LANT K E Y Bayberry Myrica pensylvanica Size Ilex glabra, Inkberry Rosa virginina Virginia Rose Panicum virgatum Switch Grass Quantity #1 #3 #3 #3 #3 #3 #2 Total of 306 plants as mitigation, on the slope, along the property line, and around the house Clethra alnifolia Summer-sweet Viburnum dentatum Arrowwood Arctostaphylos Bearberry Selected Existing trees, as labeled 154 5 10 3 34 27 27 N ATI V E PL A N T S NO N-NAT I V E P L A N T S near house: : Hydrangea Endless Summer Hydrangea p. Bobo #5 #5 Lavandula Hidcote #130 8 11 ~N O RT HRESIDENCEDeck~100’ from the top of theCoastal BankTop ofCoastal Bank Existing Cedar trees Existing Oak trees Existing Black Cherry trees Existing Viburnum shrubs existing Beach Plum existing Beach Plum Bittersweet Bittersweet White Oak Rosa virginianaComptoniaBayberry Cedar Tree Beach Plum Quarcus alba Juniper virginiana 1 3 View Corridor View Corridor Prunus maritima Beach Plum #3 Panicum virgatum Switch Grass 9 5 Existing Cedar New Cedar tree Plant Panicum virgatum Switch grass Approximate locations of existing Black Cherry trees Bayberry shrubs Plant Cedar trees, approx locations Existing Oak control spread of Bitter sweet. Physical removal. Use herbicide, Glysophate, if needed, cut and swipe method. Various applications to be reviewed and controlled annually as needed. Install Temporary Drip Irrigation for the new plants for their survival. until they adapt and acclimate themselves 100 Ft. from the top of the Coastal Bank 50 Ft. from the top of the Coastal Bank ~Top of Coastal Bank Plant Beach Plum Plant Rosa virginiana area has mostly Beach Plum shrubs to be kept at a staggered height of about 4’-6’ area has mostly Beach Plum shrubs to be kept at a staggered height of about 6’-8’, Lateral Prune Cherry branches if needed area has mostly Beach Plum shrubs to be kept at a staggered height of about 5’-7’ 26 26 26 26 24 24 22 22 20 20 18 18 16 16 14 1412 12 10 10 plant sweet Fern plant Bayberry with the existing Cedar trees 26 26 24 22 22 20 20 18 16 14 12 10 29. 6 6 ’ ~28’ elevation Lateral Pruning was done to selected Beach Plum shrubs, Fall, 2021. the plants will grow back existing Honeysuckle shrubs remain Existing Cedar Tree was topped and pruned Fall, 2021. Tree should be ok, can perform some corrective cuts for the health of the tree Lateral pruning was done to selected branches of the existing Black Cherry trees, Fall, 2021. They will grow back, no apparent serious damage was noted. Branches were pruned from the 2 Existing Oak trees near the top of the bank. They should grow out with new growth in the spring. Corrective pruning can be performed for the health of the trees. There is an option to flush cut these, then allow for stump growth, and plant new trees elsewhere in the buffer zone. #3 #2 O VA L S: Comments designated in the ovals represent areas where pruning was done by others without permission from the Brewster Conservation Commission. Overall the plants should comeback okay. Some corrective pruning can be performed as noted. See the mitigation planting list above, which includes 3 trees to be planted within the 50’ buffer zone. Plants will increase vegetation and should compensate well for pruning performed, Fall, 2021, and previous storm damaged removal of Pitch Pine. Pitch Pine was removed from this area. It was wind damaged in a heavy storms in a previous year and removed without notifying the Conservation Commission.. Mitigation plants will be planted to compensate for that loss (Approximate locations) February 8, 2022 Noelle Aguiar Conservation Administrator Town of Brewster 1657 Main Street Brewster, MA Change Request Letter 524 Crowell’s Bog Road Brewster, MA Minor changes have occurred throughout the design process for the pool project at 524 Crowells Bog Road. The sunshelf area and the spa have been eliminated from the pool plan. The spa will be relocated within the footprint of the proposed pool. This results in 540 square feet less of gunite pool application. The pool area patio has also been removed in favor of sod or turf and will be deemed permable. This will eliminate approximately 1,072 less square feet of patio. Approximately (33) 2 x3’ steppers will be installed within the grass or turf resulting in approximately 198 sf of hardscape in the pool area.. The approximate net square footage of reduced patio size is 874 square feet . There will also be an additional two trees added to the mitigation plant totals. The trees added to the plan are Betula Nigra. The revised plan has been submitted to the Brewster Conservation Commission by O’Reilly Engineering. Sincerely, Jason Pontbriant Landscape Designer Duxbury Gardeners February 11, 2022 Noelle Aguiar Conservation Administrator Town of Brewster 1657 Main Street Brewster, MA 02631 Noelle, On behalf of the Village of Bay Pines and the Corcoran Jennison Management Co, we hereby request a minor modification to the existing Order of Conditions SE 9 – 1530 to allow for the removal of 2 downed trees and their stumps located at 123 – 127 Nickerson Lane. These two trees were uprooted during the October storm. The stump removal will be handled by excavating equipment and is being done to allow for the re-planting of replacement native trees and grasses to re-stabilize the affected area. Thank you for your attention and co-operation. Tom Monaghan Association Manager tmonaghan@cjmanagement.com (508) 896-2345 February 15, 2022 Noelle Aguiar Conservation Administrator Town of Brewster 1657 Main Street Brewster, MA 02631 Noelle, On behalf of the Village of Ocean Edge II and the Corcoran Jennison Management Co, we hereby request a minor modification to the existing Order of Conditions SE 9 – 1701 to allow for the replacement of damaged portions of the OE II Boardwalk. Wooden walkway decking and pier railings will be removed and replaced with composite product within the existing footprint. No heavy equipment will be used on the dune during this project. Thank you for your attention and co-operation. Tom Monaghan Association Manager tmonaghan@cjmanagement.com (508) 896-2345