HomeMy WebLinkAboutMAIN_1000_BUNN_SITE PLAN 6-29-26 STAMPED8PROPOSED SHED (12' x 12')
WITH 4' X 6' RAMP
EXISTING BAY
OVERVIEW AREA
PORTION OF CHAIN LINK
FENCE TO REMAIN
(APPROXIMATELY 90 L.F.)
LAWN TO BE REMOVED AND RESTORED
WITH MEADOW (970 S.F.)
SEE RESTORATION PLAN BY
WILKINSON ECOLOGICAL DESIGN
1.1
1.0
1.1
1.1
1.1
1.5
1.4
1.1
1.6
0.9
1.6
1.4
0.6
1.4
0.9
1.5
1.6
1.3
1.3
1.2
1.1
0.9
0.5
0.8
0.7
1.2
2.2
1.60.7
1.1
1.6
1.7
2.3
2.5
2.3
2.2
2.4
2.9
2.7
2.8
2.1
1.8
2.5
1.3 1.4 2.5
2.5
0.7
-0.4
-0.5
1.0
2.8
2.2
2.6 2.5
0.6
-1.2
-1.2
1.2
2.8
1.9
1.9
2.8
0.7
-1.2
2.7
2.6
2.6
0.9
0.9
0.8
0.8
1.0
0.9
1.1
1.3
1.1
1.1
1.4
0.4
0.4
0.5
2.5
1.5
0.5
0.6
1.9
1.8
2.5
2.5
2.5
2.2
0.9
2.2 2.4
0.1
-0.9
-1.6
-1.5
-1.5
-0.5
0.8
0.22.42.41.3
0.5
0.1
1.3 2.6
0.5
0.9
0.5 -0.1
12.6
8.7
16.016.9
15.4
16.1
16.2
15.6
15.5
15.1
14.9
12.2
VENT
12.7 10.5
25.8
25.8
25.7
25.5
25.4
25.5
25.4
25.2
25.4
25.1
WATER
SHUTOFF
29.5
30.7
31.7
33.4
CBASIN
R=27.25 26.5
27.6
28.9
28.4
24.1
23.1
21.7 19.3
16.1
12.4
8.9
9.4
13.5
18.8
19.5
22.1
20.7
18.0
18.6
36.9
36.5 35.3 31.1 29.1 27.2
26.8
27.3
26.8
28.3
29.8
27.7
28.130.0
29.6
27.6
29.2
22.4
22.2
21.9
18.0
18.4
18.8
19.2 19.8 20.4
12.8
14.4
16.9
19.7
22.0
CBDH
FOUND
E
UP
UP
31.1
31.7
27.8
CBDH
FOUND
24.7
24.5
21.1
25.3
24.8
CBDH
FOUND
4.6
6.8
7.8
4.9
5.1
3.7
3.0
CBDH UP 1FT
FOUND
17.4
17.1
19.0
24.8
9.7
10.4
24.5
25.5
25.3
21.0
18.7
19.0
19.8
20.2
22.0
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S 58° 19' 34" E
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APPROXIMATE LOCATION OF
LEACHING FIELD FROM TIE-CARD.
TO BE CONFIRMED IN THE FIELD
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'EDGE OF PAVEMENTEDGE OF PAVEMENT64WALKWAY & PATIOS
TO BE REBUILT IN
KIND
PROPOSED IRRIGATION WELL.
SEE WELL INSTALLATION NOTES
EXPANDED DRIVEWAY 100 S.F.
FOR BETTER TURNING ACCESS
EXISTING CHAIN LINK FENCE
TO BE REPLACED WITH SPLIT
RAIL FENCE. NEW FENCE TO
BE LOCATED ON APPLICANTS
PARCEL.
INVASIVE SPECIES TO BE
REMOVED ALONG FENCELINE
190 S.F.
PROPOSED 11,275 S.F OF RESTORATION
AND PROPOSED NATIVE PLANTING.
SEE RESTORATION PLAN BY WILKINSON
ECOLOGICAL DESIGN
INVASIVE PLANT MANAGEMENT
& ORNAMENTAL GARDEN
RE-ESTABLISMENT (1,450 S.F.)
PAVEMENT AND TRAP ROCK
TO BE REMOVED AND
REPLACED WITH 8' DEEP
RAIN GARDEN. SEE DETAILS
ON WILKINSON ECOLOGICAL
DESIGN PLANW90'LOW LOW LOW LOW LOW LOW LOW LOWLOW LOW LOW
LOWLOWLOWLOWPROPOSED SILT
FENCE WORK LIMIT
PROPOSED SILT
FENCE WORK LIMIT
NOT TO SCALELOCUS MAP
N
N
NAD 83CONSERVATION NOTES
PRIOR TO ANY WORK 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.
THE LIMIT OF WORK WILL BE INSTALLED PRIOR TO ANY WORK, EXCAVATION,
CONSTRUCTION OR CLEARING OF VEGETATION, 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.
ANY NEW LAWN AREAS WITHIN LOCAL CONSERVATION JURISDICTION SHALL BE
PLANTED WITH GRASS SPECIES CONSISTING OF FESCUE AND RYES WITH BLUEGRASS
VARIETIES COMPRISING NO MORE THAN 10% OF THE SEED MIX.
IF APPLICABLE, FERTILIZER APPLICATION AND LAWN MAINTENANCE TO BE PERFORMED
IN ACCORDANCE WITH LOCAL REGULATION NITROGEN LOADING/LAWN STANDARDS.
OHW
HYDRANT
WATER SHUTOFF
CATCH BASIN SQUARE
UTILITY POLE
GUY POLE
GUY WIRE
LIGHT POLE
SIGN
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
TREE STUMP
STONE BOUNDSB
RC ROD CAP
SHRUB
CONIFEROUS SHRUB
AREA OF STRUCTURE INCLUDED IN
EXISTING LOT COVERAGE
STAKE & TACK FOUND
BOTTOM OF WALLBW
TOP OF WALLTW
E/T/C
GAS LINEGG
UTILITY LINE
LIMIT OF WORK/CONSTRUCTION
A RESOURCE BUFFER ZONE A
B RESOURCE BUFFER ZONE B
CB TOP OF COASTAL BANK
FZ FLOOD ZONE BOUNDARY
MITIGATION PLANTING & RESTORATION NOTES
SEE LAND MANAGEMENT PLAN BY WILKINSON ECOLOGICAL DESIGN DATED JUNE 5, 2026 FOR SPECIFICS
RELATED TO INVASIVE VEGETATION MANAGEMENT AND NATIVE PLANT RESTORATION.
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.
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
LOCUS
PREPARED 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 02635
MILTON, MA 02186
139 ADAMS STREET
BRIAN BUNN
BMT CTR
JUNE 29, 2026
PROPOSED SITE PLAN
MAP 034-061-0
DESCRIPTIONDATE CHKBY
-
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
1000 MIAN STREET
MAIN_1000_BUNN_SP
0
SCALE:
10 20 40
1" = 20'
PROJECT STATISTICS
1.PROPOSED DISTURBANCE WITHIN LAND SUBJECT TO COASTAL STORM FLOWAGE:
(RESTORATION) 3,855 S.F.
(WITHIN WORK LIMIT)4,820 S.F.
2.PROPOSED DISTURBANCE WITHIN COASTAL BANK:
BARNSTABLE COASTAL BANK: 6,372 S.F.
STATE DEP COASTAL BANK: 4,077 S.F.
3.0-50' BUFFER DISTURBANCE: 3,603 S.F.
4.50' - 100' BUFFER DISTURBANCE:4,206 S.F.
LOT COVERAGE:
LOT AREA = 44,051 S.F.
EXISTING LOT COVERAGE BY STRUCTURES:
HOUSE AND GARAGE = 2,193 S.F. (5.0%)
PROPOSED LOT COVERAGE BY STRUCTURES:
HOUSE, GARAGE & ADDITIONS = 2,337 S.F. (5.3%)
EXISTING LOT COVERAGE BY STRUCTURES, PARKING & PAVING = 6,850 S.F. (15.6%)
PROPOSED LOT COVERAGE BY STRUCTURES, PARKING & PAVING = 7,091 S.F. (16.1%)
A COMPREHENSIVE ZONING ANALYSIS HAS NOT BEEN PERFORMED BEYOND THE ITEMS LISTED ABOVE.
DEED REFERENCE: L.C. CERTIFICATE 239837
PLAN REFERENCE:L.C. PLAN 16239-B
OWNER: JENNIFER A. CREEDON REVOCABLE TRUST
BRIAN M. BUNN REVOCABLE TRUST
139 ADAMS STREET
MILTON, MA 02186
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.
ANY SOUNDINGS SHOWN, WITHIN WATER BODYS, INDICATE THE DEPTH BELOW MEAN LOW WATER (IN
TIDAL WATERS) OR DEPTH BELOW ORDINARY HIGH WATER (IN NON-TIDAL WATERS).
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. LOT COVERAGE IS CALCULATED TO CORNER BOARDS.
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
PROPERTY IS LOCATED WITHIN AN AREA HAVING A ZONE DESIGNATION OF VE(EL.14), AE(EL.13) &
MINIMAL FLOOD HAZARD ZONE "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 WITHIN THE WINDBORNE DEBRIS REGION (ONE MILE FROM SHORELINE) AS SHOWN ON
THE FALMOUTH HIGH WIND DISTRICT MAP.
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
IRRIGATION WELL INSULATION NOTES
AN APPLICATION FOR A WELL CONSTRUCTION PERMIT SHALL BE SUBMITTED BY THE
DRILLING CONTRACTOR OR HIS AGENT TO THE BOARD OF HEALTH. THE PERMIT
APPLICATION PROCESS IS ONLINE THOUGH THE TOWN WEBSITE.
WELL, EQUIPMENT AND PIPING TO BE LABELED "NONPOTABLE WATER SUPPLY NOT
FOR HUMAN CONSUMPTION"
A METAL TAG SHALL BE AFFIXED TO THE TOP OF THE WELL CASTING AT THE TIME OF
INSTALLATION, SO THAT THE WELL MAY LATER BE LOCATED IF NECESSARY BY A METAL
DETECTOR.
THE APPLICATION MUST BE APPROVED BY THE BOARD OF HEALTH PRIOR TO THE
ISSUANCE OF A WELL CONSTRUCTION PERMIT. DESIGN CAPACITY OF THE WATER
SYSTEM SHALL BE PROVIDED BY THE DRILLING CONTRACTOR WHICH WILL INCLUDE:
1) BEFORE APPROVAL, EVERY WELL SHALL BE PUMP TESTED TO DETERMINE YIELD.
THE PUMP TEST SHALL INCLUDE A DRAWDOWN TEST AT A MINIMUM PUMPING RATE OF
FIVE GALLONS PER MINUTE FOR ONE HOUR.
2) THE DESIGN OF THE WATER SYSTEM, INCLUDING WELL, PUMP, STORAGE TANK, AND
OTHER ACCESSORIES MUST BE ADEQUATE TO PROVIDE A WATER CAPACITY IN
GALLONS PER MINUTE WHICH EQUALS THE NUMBER OF WATER FIXTURES INSTALLED;
IN ADDITION, CAPACITY (IN GPM) MUST NOT BE LESS THAN THE PEAK DEMAND FOR THE
LARGEST FIXTURE INSTALLED. FOR THE PURPOSES OF THIS REGULATION A FIXTURE IS
DEFINED AS A WATER OUTLET, AND INCLUDES FAUCETS, SINKS, TOILETS, BATHTUBS,
WASHING MACHINES, DISHWASHERS, AND THE LIKE.
3) IN AREAS WHERE SALT WATER OR OTHER POLLUTANT INTRUSION EXISTS OR IS
BELIEVED LIKELY, AND WHERE THE BOARD OF HEALTH (IN CONJUNCTION WITH A
DESIGNING ENGINEER, AS OUTLINED UNDER WELL CONSTRUCTION) HAS DETERMINED
A WELL PUMPING RATE WHICH MUST BE USED TO PREVENT FURTHER CONTAMINATION,
THE BOARD OF HEALTH MAY SPECIFY DESIGN CRITERIA FOR THE BUILDING AND
WATER SYSTEM SERVED BY THE WELL, SO THAT THE WATER STORAGE TANK, NUMBER
OF FIXTURES AND HABITABLE SPACE ARE COMPATIBLE WITH THE PUMPING CAPACITY
OF THE WELL.
MITIGATION CALCULATIONS
0-50' BUFFER
PROPOSED EXPANDED DRIVEWAY 47 S.F. X 4 = 188 S.F.
50-100' BUFFER
PROPOSED EXPANDED DRIVEWAY 53 S.F.
PROPOSED SHED & RAMP 168 S.F.
TOTAL 221 S.F. X 3 = 663 S.F.
REQUIRED MITIGATION
663 S.F. + 188 S.F. = 851 S.F.
PROPOSED MITIGATION
800 S.F. OF LAWN TO BE RESTORED TO MEADOW IN 0-50' BUFFER
8,300± S.F. OF INVASIVE PLAN MANAGEMENT IN 0-50' BUFFER & IN THE COASTAL BANK