HomeMy WebLinkAboutSite plan (stamped) 6-23-22EXISTING
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LOT 20
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64,300± S.F.
(UPLAND)
APPROXIMATE LOCATION OF
SEPTIC SYSTEM FROM TIE-CARD
EDGE OF LAWN
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PROPOSED POOL AND
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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
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15
'
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W
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EXISTING GRAVEL PARKING COURT TO BE RESTORED IN-KIND
PROPOSED 12' WIDE
GRAVEL DRIVEWAY WITH
COBBLE STONE EDGING
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BE REMOVED. AREA TO
BE LOAMED AND SEEDED
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STONE STEPS
NATURALLY
VEGETATED
SHED TO BE REMOVED,
AREA TO BE RESTORED
WITH MITIGATION PLANTS
EXISTING SHED (55 S.F.)
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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.