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HomeMy WebLinkAboutRevised Plan Request complete 07-17-23EXISTING H O U S E F O U N D A T I O N TOP OF F O U N D A T I O N E L . = 3 3 . 5 ' SLAB EL. = 2 4 . 0 ' EXISTING F O U N D A T I O N W A L L S EXISTING STAIRS CBDH CHIPPED FOUND W WATER GATE HYDRANT 6"4" 6" 20" W WATER METER PIT W WATER GATE REBAR REB A R 18" 12" DRAIN 4.3' DEEP R=23.87 16" CBASIN R=30.39 SEPTIC SYSTEM LAND U N D E R T H E O C E A N LAND C O N T AI NI N G S H ELL FI S H C O A S T A L B A N K S A L T M A R S H NATURALLY VEGETATED IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIR=52.50'L=150.00'S 26° 35 ' 19 " E250'± FZ FZ FZ FZ FZ FZFZFZ FZ FZFZFZFZFZFZEDGE OF ELEC. METER UTILITY ACCESS BOXES GRAVEL DRIVEWAY GRAVEL DRIVEWAY CONC AP R O N A.C. UNIT S GENERA T O R GARAGE SLAB EL . = 3 1 . 6 P A T H ACCES S O R Y BUILDIN G FIN. FL. E L . = 8 . 5 ' A.C. ON CANTIL E V E R E D DECK WOOD D E C K L A W N C O A S T A L B E A C H WOOD STEPS & LANDING 38 363432283026282422 2020 181614141220141618222426 10 8864202 22468101210 8 6 4 2 12 14 16 18 20 22 2426 28 30 32 34 36 38 32343638EXISTING STONE FACADE STONE WALL BLUESTONE STEPS STONE STEPS & LANDING STONERETWALLOBSERVED EDGE OF WATER FEMA Z O N E X V E(EL.14')EDGE OF LAWNEDGE OF CLEARINGEDGE OF CLEARINGED G E O F C L E A R I N G TIMBER WALLTI M B E R W A L L BLUESTO N E STEPS F O O T P A T H EDGE OF SALT MARSH EDGE OF SALT MARSHSTONE STEPS C o t u i t B a y EBB FLO O D LOT 18 LOT 20 LOT 19 64,300± S.F. (UPLAND) APPROXIMATE LOCATION OF SEPTIC SYSTEM FROM TIE-CARD EDGE OF LAWN H U M M O C K L A N E (40 ' W I D E - P R I V A T E ) 31.0' CB CBCB CB CB CBCBCB CB CB CBCBCBCBCBCBCB50' BUFFER50' BUFFER50' BUFFER50' BUFFER100' BUFFER100' BUFFER100' BUFFERCBCBCBCBCBCBCB CB CB CB CBCBCBCB50' BUFF E R 50' BUFFER 50' BUFFER 50' BUFFER 50' B U F F E R 50' BUFFER 100' BUFFER 100' B U F F E R 100' BUFF E R 100' BUFF E R 100' B U F F E R TOP OF COASTAL BANK CB CB CB CB CBCBCBCBCBCBCBCBTOP OF COASTAL BANK TOP OF COASTAL BANK TOE OF COASTAL BANK TOE OF COASTAL BANK UEELECTR I C METER CONTR O L & ALAR M PANEL TOP OF COASTAL BANK CBCB CB CB TOP OF TOWN COASTAL BANK TOP OF DEP COASTAL BANK TOP OF COASTAL BANK TOP OF TOWN COASTAL BANK S A L T M A R S H STONE REVETMENT STONE REVETMENT GR A V E L P A T H PAVED DRIVE 81.7'11.5'13.1' 1 3 . 6 ' 10.7' F LOW 100 - 200' RIVERFRONT AREA 0 - 100' RIVERFRONT AREA 0 TO 100' RI VE RF R O NT 100' TO 200' RI V E RF R O NT L I T T L E R I V E RIIIIIIIII I I I I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I II I IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII IIIII50' BUFFE R 50' BUFFER50' - 100 ' BUFFER 50' - 1 0 0 ' B U F F E R PROPOSED LEACHING PIT FOR ROOF & PATIO RUNOFF & POOL DRAW DOWN L A W N C O A S T A L B A N KS EDGE OF LAWNC O A S T A L B A N K L A W N G R A V E L EDGE OF LAWN EXISTING GARAGE STRUCTURE TO REMAIN AND TO REMODELED AS POOL HOUSE PROPOSED POOL AND POOL PATIO TO BE BUILT WITHIN EXISTING HOUSE FOUNDATION X PROPOSED STOOP PROPOSED RINSE STATION EXISTING TREE TO BE REMOVED EXISTING TIMBER WALL AND STEPS TO BE REMOVED AND RESET AS NEEDED 31.3' LIMIT OF WORK LANDING AT BOTTOM OF STAIRS TO BE EXPANDED BY 34 S.F. TO CONNECT BOTTOM OF STAIRS NATURALLY VEGETATED NATURALLY VEGETATED NATURALLY VEGETATED AC & GENERATOR TO BE REMOVED 61' EXIST I N G 61' PROP O S E D30.8' EXISTING31' PROPOSEDL A W N L A W N L A W N 36 ' LIMIT OF WORK N 6 7 ° 3 2 ' 4 9 " W 424' ± PROPOSED 97 S.F. LANDSCAPE BED 12.0'S S26.0' 36' 15 ' W W W W W W33'17'39'33'PROPOSED 330 GPD SEPTIC SYSTEM TO REPLACE EXISTING EXISTING GRAVEL PARKING COURT TO BE RESTORED IN-KIND PROPOSED 12' WIDE GRAVEL DRIVEWAY WITH COBBLE STONE EDGING PAVEMENTEXISTING DRIVEWAY TO BE REMOVED. AREA TO BE LOAMED AND SEEDED 1 1 '36'18'90. 5 ' E X I S T I N G363461' P R O P O S E D 32TO BE REMOVED PER TITLE 5 PROPOSED ROOF 8 2 . 4 ' BLUESTO N E S T E P S & LANDIN G STONE STEPS NATURALLY VEGETATED SHED TO BE REMOVED, AREA TO BE RESTORED WITH MITIGATION PLANTS EXISTING SHED (55 S.F.) C O S T A L D U N E SM1 SM2 SM3 SM4 SM5 SM6 SM7 SM8 SM9 SM10 SM11 SM12 SM13 SM14 SM15 SM16SM17 SM1 8 WETLAND DELINEATION DELINEATION BY ENVIRONMENTAL CONSULTING & RESTORATION PERFORMED ON 6/1/2022 BEACH PATH S A L T M A R S H S A L T M A R S HEDGE OF SALT MARSH(19) 5-GALLON BAYBERRY (18) 5-GALLON BAYBERRY (12) 5-GALLON INKBERRY (8) 3-GALLON WILD RAISIN WETLAND DELINEATION BY ENVIRONMENTAL CONSULTING & RESTORATION ON 6/1/2022 MITIGATION AREA = 1,210 S.F. (GREEN COLORED AREA) (14) 2-GALLON SWEET PEPPERBUSH (10) 3-GALLON WILD RAISIN (12) 2-GALLON SWEET PEPPERBUSH (11) 5-GALLON BAYBERRY (8) 5-GALLON INKBERRY (14) 3-GALLON ARROWWOOD NOT TO SCALELOCUS MAP N NAD 83PREPARED FOR: PREPARED BY: DRAWING TITLE: PROJECT: ASSESSORS INFORMATION: SUMMERFIELD PARK 800 FALMOUTH ROAD SUITE 301C MASHPEE, MA 02649 508.477.7272 PHONE 508.477.9072 FAX www.CapeEng.com SHEET NO.: OF DATE: DRAWN BY:CHECKED BY: 1 1 COTUIT, MASSACHUSETTS CAMBRIDGE, MA 02138 53 FRANCIS AVENUE THE CUMING FAMILY GST EXEMPT TRUST JOHN W. CUMING & JON E STEFFENSEN TRS JVB, RLR MC MAY 27, 2022 SITE PLAN MAP 53 PARCEL 27 DESCRIPTIONDATE CHKBY 6/23/22 ADD WETLAND DELINEATION CONSULTANT INFORMATION. RELOCATE MITIGATION PLANTS & ADD PLANTING SCHEDULE.RLR RLR LOCUS NOTICE THIS PLAN MAY NOT BE ADDED TO, DELETED FROM, OR ALTERED IN ANY WAY BY ANYONE OTHER THAN CAPE & ISLANDS ENGINEERING, INC. UNLESS AND UNTIL SUCH TIME AS AN ORIGINAL (RED) STAMP APPEARS ON THIS PLAN NO PERSON OR PERSONS, MUNICIPAL OR PUBLIC OFFICIAL MAY RELY UPON THE INFORMATION CONTAINED HEREIN; AND THIS PLAN REMAINS THE PROPERTY OF CAPE AND ISLANDS ENGINEERING, INC. COPYRIGHT (C) BY CAPE & ISLANDS ENGINEERING, INC. ALL RIGHTS RESERVED GENERAL NOTES LOCATIONS ARE BASED ON AN "ON THE GROUND" INSTRUMENT SURVEY AND ELEVATIONS BASED ON THE NAVD 1988 DATUM. COORDINATE SYSTEM USED IS THE MA-MAINLAND COORDINATE SYSTEM, DATUM: NAD 83, UNITS: U.S. SURVEY FEET. DIMENSIONS OF EXISTING BUILDINGS AND BUILDING OFFSETS SHOWN HEREON ARE TO CORNER BOARDS OR SIDING EXTENTS AND ARE DISPLAYED IN ENGINEERING UNITS WITH A PRECISION OF ONE TENTH (0.1') OF A FOOT. THE FINISHED FLOOR ELEVATION (FIN. FL. EL.) SHOWN HEREON IS BASED ON AN ASSUMED 1" LOWER THAN THE SURVEYED THRESHOLD ELEVATION. AN INTERIOR INSPECTION OF BUILDINGS WAS NOT PERFORMED. ZONING DISTRICT: RF & SALTWATER ESTUARY PROTECTION OVERLAY DISTRICT PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF VE (ELEV 14) & MINIMAL HAZARD X BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA), ON FLOOD INSURANCE RATE MAP NO. 25001C0756J, WITH A MAP EFFECTIVE DATE OF JULY 16, 2014. THIS LOT IS NOT LOCATED WITHIN A DEP APPROVED ZONE II WELLHEAD PROTECTION AREA. THIS LOT IS NOT MAPPED WITHIN A MESA NATURAL HERITAGE AND ENDANGERED SPECIES AREA. WIND EXPOSURE CATEGORY: ZONE C LOT COVERAGE: LOT AREA = 64,300 S.F EXISTING LOT COVERAGE BY STRUCTURES: FOUNDATION, BEACH HOUSE, SHED AND GARAGE = 5,455 S.F. (8.5%) PROPOSED LOT COVERAGE BY STRUCTURES: FOUNDATION, SHED, POOL HOUSE AND BEACH HOUSE = 6,265 S.F. (9.7%) DEED REFERENCE: CERTIFICATE 224237 PLAN REFERENCE: LC PLAN 8516-G OWNER: JOHN W. CUMING & JON E STEFFENSEN TRS THE CUMING FAMILY GST EXEMPT TRUST 53 FRANCIS AVENUE, CAMBRIDGE, MA 02138 150 HUMMOCK LANE HUMMOCK_150_CUMING_SP 0 SCALE: 10 20 40 1" = 20' CONSERVATION NOTES PRIOR TO WORK DEPICTED ON THIS PLAN COMMENCING, THE DEP FILE NUMBER SHALL BE POSTED ON A SIGN ON THE STREET SIDE OF THE LOT AND MAINTAINED IN A VISIBLE CONDITION THROUGHOUT THE PROJECT DURATION. THE LIMIT OF WORK WILL BE INSTALLED IN ORDER TO PREVENT DAMAGE TO THE INTERESTS OF THE ACT AND BYLAW. THE LIMIT OF WORK WILL CONSIST OF A ROW OF STAKED SEDIMENT STOP OR COMPOST ROLL WITH SILT FENCE BACKING. THE SEDIMENT STOP ROLL WILL BE REPLACED AS NECESSARY TO BE MAINTAINED IN GOOD CONDITION THROUGHOUT THE ENTIRE CONSTRUCTION PERIOD. NO FILL WILL BE ALLOWED TO BE PLACED AGAINST THE LIMIT OF WORK AT ANY TIME. UPON COMPLETION OF ALL CONSTRUCTION AND STABILIZATION OF THE SITE, SEDIMENT STOP ROLL WILL BE REMOVED AND PROPERLY DISPOSED OF. PRIOR TO ANY WORK COMMENCING, ADVANCE WRITTEN NOTIFICATION WILL BE PROVIDED TO THE LOCAL CONSERVATION COMMISSION. NO DEBRIS, EQUIPMENT OR MATERIALS WILL BE STORED, EVEN TEMPORARILY, OUTSIDE THE DESIGNATED LIMIT OF WORK AREA WITH THE EXCEPTION OF EQUIPMENT AND MATERIALS RELATED TO THE PLANTINGS FOR THE REQUIRED MITIGATION. THE CONSTRUCTION SITE WILL BE CLEANED DAILY TO REMOVE ANY LOOSE DEBRIS. ALL DISTURBED AREAS WITHIN THE LIMIT OF WORK REQUIRING RESTORATION WILL BE STABILIZED TO PREVENT EROSION. STABILIZATION WILL BE DONE IMMEDIATELY FOLLOWING COMPLETION OF CONSTRUCTION. WORK AREA LIES COMPLETELY WITHIN PREVIOUSLY DISTURBED BUFFER ZONE AREAS. OHW HYDRANT WATER SHUTOFF CATCH BASIN SQUARE LIGHT POLE CONIFEROUS TREE DECIDUOUS TREE TREE LINE OVERHEAD WIRES RETAINING WALL x x x POST & RAIL FENCE xx xx xx STOCKADE FENCE S S S SEPTIC LINE W W WATER LINE LEGEND IRON PIPE FOUND CONCRETE BOUND IP CB STONE BOUNDSB RC ROD CAP SHRUB CONIFEROUS SHRUB AREA OF STRUCTURE INCLUDED IN LOT COVERAGE E/T/C GAS LINEGG UTILITY LINE LIMIT OF WORK/CONSTRUCTION FZ FLOOD ZONE BOUNDARY MITIGATION PLANTING NOTES MITIGATION CALCULATIONS (ALSO REFER TO PROJECT STATISTICS): NET CHANGE IN 0 - 50' BUFFER TO DUNE (624 - 645):-21 S.F. NET CHANGE IN 50 - 100' BUFFER TO DUNE (5,469 - 5,039):+430 S.F. MITIGATION REQUIREMENTS = [4 x -21] + [3 x 430]: 1,206 S.F. PROPOSED MITIGATION = 1,210 S.F. PROPOSED MITIGATION PLANTINGS TO BE 2 GALLON CONTAINERS OR LARGER, STAGGERED IN FORMATION AND PLANTED 3 FEET ON CENTER OR AS NECESSARY TO ADEQUATELY RE-VEGETATE AREA. PROPOSED PLANTINGS INCLUDE (126 TOTAL SHRUBS): BAYBERRY (MYRICA PENSYLVANICA), 3&5 GALLON SIZE 56 SHRUBS ARROWWOOD (VIBURNUM DENTATUM) 3 GALLON SIZE 14 SHRUBS WILD RAISIN (VIBURNUM NUDUM CASSINOIDES), 3 GALLON SIZE 18 SHRUBS SWEET PEPPERBUSH (CLETHRA ALNIFOLIA),2 GALLON SIZE 26 SHRUBS INKBERRY (ILEX GLABRA COMPACTA), 5 GALLON SIZE 12 SHRUBS ALTERNATE ACCEPTABLE NATIVE SHRUBS: BLACK CHOKEBERRY (ARONIA MELANOCARPA) & WINTERBERRY (ILEX VERTICILLATA) APPLICANT OR APPLICANT'S REPRESENTATIVE SHALL HAVE AN ONSITE MEETING WITH CONSERVATION AGENT PRIOR TO INSTALLING PLANTS TO REVIEW LOCATION OF SPECIFIC PLANT SPECIES. ANY CHANGES IN PLANT SPECIES TO BE APPROVED BY CONSERVATION AGENT PRIOR TO INSTALLATION. PLANTINGS SHALL BE MAINTAINED IN GOOD HEALTH AND SHALL BE REPLACED IN KIND AS NECESSARY TO PROPERLY ESTABLISH VEGETATION. PLANTS TO BE MAINTAINED IN GOOD HEALTH AND REPLACED AS NEEDED FOR 3 GROWING SEASONS. PLANTINGS SHALL BE INSTALLED PRIOR TO COMPLETION OF CONSTRUCTION ACTIVITIES. OWNER SHALL NOTIFY CONSERVATION AGENT FOR FINAL INSPECTION WITHIN 30 DAYS AFTER ALL PLANTINGS HAVE BEEN INSTALLED. D D D STORM DRAIN PIPE PROJECT STATISTICS 1.EXISTING SETBACK GARAGE TO COASTAL BANK:61 FEET 2.EXISTING SETBACK FOUNDATION WALL TO COASTAL BANK:36 FEET 3.EXISTING FOUNDATION & FORMER HOUSE & SHED WITHIN 50' BUFFER ZONE: 645 S.F. 4.EXISTING FOUNDATION, GARAGE & DRIVEWAY WITHIN 50' TO 100' BUFFER ZONE: 5,039 S.F. 5.SETBACK GARAGE TO COASTAL BANK:61 FEET 6.EXISTING SETBACK FOUNDATION WALL TO COASTAL BANK:36 FEET 7.PROPOSED POOL AREA IMPROVEMENT WITHIN 50'' BUFFER ZONE: 624 S.F. 8.PROPOSED POOL IMPROVEMENT & DRIVEWAY WITHIN 50' TO 100' BUFFER ZONE: 5,469 S.F. 9.PROPOSED DEVELOPMENT ALONG COASTAL BANK (MITIGATION PLANTINGS):104 FEET 10.PROPOSED PLANTING WITHIN LAND SUBJECT TO COASTAL STORM FLOODING:130 S.F. PRECAST LEACHING PIT DETAIL NOT TO SCALE5' - 8" EFFECTIVE SIDEWALLBACK FILL WITH CLEAN MATERIAL 10' WIDE CRUSHED STONE EFFECTIVE BASE AREA H-20 PRECAST PIT (600 GAL'S)4' 8" HEIGHT6" HDPE ROOF DRAIN FILTER FABRIC OVER STONE AND ALONG EXCAVATION SIDEWALLS DOUBLE WASHED CRUSHED STONE ALL AROUND CHAMBER UNITS AND BENEATH H-20 RISER FOR ONE GALLEY OF EACH DRAINAGE SYSTEM STANDARD 24"x24" CATCH BASIN FRAME & GRATE B.O.H. SALTWATER ESTUARY REGULATION 1.LOCAL REGULATION: § 360-45 B. (1) MAXIMUM ALLOWABLE DISCHARGE OF SANITARY SEWAGE MAXIMUM WASTEWATER DISCHARGE ALLOWED = 440 GALLONS PER DAY PER 40,000 S.F. = 64,300 S.F. x (440 GPD / 40,000 S.F.) = 707 GPD 2.PROPOSED WASTEWATER DISCHARGE = 330 GALLONS PER DAY (MINIMUM PER TITLE 5) BARNSTABLE 704-4 WAIVER REQUEST PORTION OF THE PROPOSED WORK LIES WITHIN THE 50 FT BUFFER TO THE TOWN OF BARNSTABLE COASTAL BANK. A PROPOSED 34 S.F. LANDING IS PROPOSED WITHIN 50' OF THE COASTAL BANK. HOWEVER, THE EXISTING SHED (55 S.F.) LOCATED IN THE COASTAL BANK IS BEING REMOVED. THEREFORE IS A NET DECREASE OF 21 SQUARE FEET IN HARDSCAPE AREAS WITHIN THE 50 FT BUFFER ZONE. AND THERE IS 527 S.F. INCREASE IN DEVELOPMENT AREAS WITHIN THE 50 TO 100 FT BUFFER ZONE.