HomeMy WebLinkAboutSite Plan 3.4.2026- 99 - EXISTING CONTOUR
-[991-- PROPOSED CONTOUR
198.41 PROPOSED SPOT EL.
TH1
TEST HOLE
CATCH BASIN
UTILITY POLE
FIRE HYDRANT
OMANHOLE COVER
(S) SEWER COVER
eGAS METER
'o® GAS SHUT OFF
LIGHT
o MONITORING WELL
boo WATER SHUTOFF
C- GUY WIRE
" n SIGN
W WATER LINE
G GAS LINE
OHE OVERHEAD ELECTRIC
T&E COMMUNICATIONS
-X-X- FENCE
NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING
MITIGATION CALCULATIONS:
UNDER TOWN OF YARMOUTH WETLAND
PROTECTION REGULATIONS SECTION 6.02
*0'-35' BUFFER
(VARIANCE REQ. &
EXISTING
PROPOSED
NET CHANGE
PROPOSED
MITIGATION AT
(S.F.)
(S.F.)
(S.F.)
MITIGATION
COMMISSIONS DISCRETION)
(S.F.)
AREA OF STRUCTURES
& POOLS
402
402
0
0
*AREA OF MINOR
STRUCTURES (DECKS &
170
337
167
***668
SHEDS) & HARDSCAPE
TOTAL 0'-35'
572
639
167
***668
35'-50' BUFFER
EXISTING
PROPOSED
NET CHANGE
PROPOSED
(3:1 MITIGATION REQ.)
(S.F.)
(S.F.)
(S.F.)
MITIGATION
(S.F.)
AREA OF STRUCTURES
& POOLS
406
406
0
0
AREA OF MINOR
STRUCTURES (DECKS &
256
256
0
0
SHEDS) & HARDSCAPE
TOTAL 35'-50'
662
662
0
0
50'-100' BUFFER
EXISTING
PROPOSED
NET CHANGE
PROPOSED
(2:1 MITIGATION REQ.)
(S.F.)
(S.F.)
(S.F.)
MITIGATION
(S.F.)
**AREA OF
STRUCTURES & POOLS
728
1,083
355
710
AREA OF MINOR
STRUCTURES (DECKS &
1,418
1,494
76
152
SHEDS) &HARDSCAPE
**TOTAL 50'-100'
2,146
2,577
431
1,342
TOTAL REQUIRED
1,342 S.F. + 668 S.F. = 2,010 S.F. REQUIRED
MITIGATION
2,050 S.F. PROPOSED
NOTES
*PROPOSED MINOR STRUCTURES WITHIN THE 0'-35'
BUFFER INCLUDES THE UNPERMITTED BOARDWALK
WHICH 71 S.F. OF IS WITHIN THE BVW
**AN ADDITIONAL 480 S.F. IS INCLUDED FROM THE
PROPOSED 120 S.F. ADDITION APPROVED BY THE
COMMISSION (SEE NOTE 28), THE 120 S.F. ADDITION
IS NOT INCORPORATED INTO THE CALCULATIONS
***MITIGATION PROVIDED AT 4:1
Imam: [welt-R
ENGINEER: PHELLYP T. TONIAL, SE #14955
WITNESS: BARRY LEWIS
DATE: 1 /7/2026
PERC. RATE = < 2 MIN INCH
CLASS ' SOILS ® UNSUITABLE SOIL
I
TOWARD SITE EXCAVATION
2" X 2" X 36" WOOD POST
8° MAX. C.C.
Y
ry
3
MIRIFI SILT FENCE OR I
4' O.C.
M, M1 11
PLAN VIEW
1'� COIR FIBER WATTLE NTS
METHOD FOR JOINING SILT FENCE SECTIONS
`
�1Y
POSITION END POSTS TO OVERLAP AS SHOWN
ABOVE, MAKING CERTAIN THAT FABRIC FOLDS
`
AROUND EACH POST AT LEAST ONE TURN
NATURAL GRADE
DRIVE POSTS TIGHTLY TOGETHER AND SECURE
TOPS OF POSTS WITH CHORD OR WIRE TO
PREVENT FLOW -THROUGH OF BUILT-UP
EXCAVATED TRENCH
SEDIMENT AT JOINT.
COMPACTED BACKFILL
NOTE:
1. EXCAVATE A 6" x 6" TRENCH ALONG SPECIFIED SILT FENCE LINE IMMEDIATELY AFTER
CLEARING AND GRUBBING IS COMPLETE AND INSTALL SILT FENCE.
2. UNROLL SILT FENCE ONE SECTION AT A TIME. POSTS SHOULD BE POSITIONED ON
DOWNSTREAM SIDE OF FENCE.
3. DRIVE POST INTO GROUND AND LAY THE TOE -IN FABRIC IN BOTTOM OF TRENCH.
BACKFILL TRENCH, AND TAMP GROUND AS SHOWN IN DIAGRAM ABOVE.
4. REMOVE SILT AND DEBRIS BEFORE ONE FOOT ACCUMULATION OCCURS AT THE
FENCE LINE.
SILT FENCE INSTALLATION
1" = 1'- 0"
'pN , q �� rFt
F Q,1
TOWN OF YARMOUTH
67 PHEASANT +
COVE CIR
DB 12832 PG 77
7
N71°06'44"W-
3.69 \
A�
9S
PROPOSED
2,050 S.F.
MITIGATION
(SEE NOTE 11)
COMMONWEALTH OF/ABUTTER
MASSACHUSETT / TO
PHEASANT COVE (P L NORTHEAST
63 ON PB 229 PG 3\1)
EXISTING DB 9738 PG 32
ARING�EE� ���
nlnTP/
1. DATUM IS NAVD 88
2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING
DIGSAFE (811) AND VERIFYING THE LOCATION OF ALL
UNDERGROUND & OVERHEAD UTILITIES PRIOR TO
COMMENCEMENT OF WORK.
4. EXISTING SEPTIC LOCATION PER TIE -CARD ON FILE WITH
TOWN.
5. ALL ROOF RUNOFF TO BE DIRECTED TO GRAVEL DRIP
EDGES OR ROOF DRYWELLS
6. FEMA FLOOD RESISTANT FOUNDATION DESIGN BY
OTHERS, BASE FLOOD ELEVATION 14.0', DESIGN FLOOD
ELEVATION 16.0'.
7. A DETERMINATION OF APPLICABILITY WAS ISSUED WITH
A NEGATIVE DETERMINATION FOR THE PROPOSED 120 S.F.
ADDITION ON 11 /12/2025, THE REQUIRED 480 S.F. OF
MITIGATION IS INCLUDED WITH THIS SITE PLAN.
8. NO INCREASE IN THE NUMBER OF BEDROOMS
PROPOSED.
9. REFERENCE THE RESTORATION PLANTING PLAN
PREPARED BY ENVIRONMENTAL LANDSCAPE SOLUTIONS, LLC
DATED 8/4/2025 & THE DRAFT ENFORCEMENT ORDER
HEARD AT THE CONSERVATION COMMISSION MEETING ON
4/17/2025.
10. THE BOARDWALK IS EXISTING AND UNPERMITTED,
ADDITIONAL MITIGATION PROPOSED FOR THE EXISTING
BOARDWALK AT A 4:1 RATIO.
11. REFERENCE PLANTING PLAN PREPARED BY DOWN CAPE
ENGINEERING, INC. DATED 1/29/2026.
12. 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND
PERIMETER OF DRAINAGE TRENCH, DOWN TO SUITABLE SOIL
LAYER. REPLACE WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3).
13. WETLAND FLAGGED BY BRAD HALL OF BLH
ENVIRONMENTAL CONSULTING 4/5/2022.
SCALE 1 "=2000't
ASSESSORS MAP 149 PARCEL 50
LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL. 14)
& FLOOD ZONE VE (EL. 16) AS SHOWN ON
COMMUNITY PANEL #25001CO576J DATED
7/16 /2014
SITE IS NOT WITHIN MASSDEP DESIGNATED NSA
SITE IS NOT WITHIN STATE DESIGNATED ZONE 11
OWNER OF RECORD
NAME: ANN K. WIGGINS
ADDRESS: 1539 COUNTY ROAD 67
TOWN: BREMEN, AL 35033
REFERENCES
PEED BOOK 28409 PAGE 2�
BOOK 229 PAGE 31
SEE ZONING DISTRICT: R-40 DISTRICT
NOTE REQUIRED: EXISTING. PROPOSED:
10 MIN. LOT SIZE 40,000 S.F. 18,900 S.F. UPLAND 18,900 S.F. UPLAND
MIN. LOT FRONTAGE 150'
MIN. FRONT S0 SETBACK 30' 30 2.0' .0'
O MIN. SIDE SETBACK 20' 15.7' 15.7' (20.9' ADDITION)
MIN. REAR SETBACK 20' - -
`�� \ MAX. BUILDING COVERAGE 25% 10.9% (2,068 S.F.) 13.5% (2,553 S.F.)
MAX. BUILDING HEIGHT 35 <35 <35
EXISTING
\\ ` CLEARING SEE
NOTE 9
\�
��3 �
CP SLOPE 0.5% MIN. (TRENCHES LEVEL)
PERF. ADS-N-12- PLUS CUT
SLOTS WITH SKILLSAW E.O. RIB w
1 OR PURCHASE SLOTTED PIPE
MIRAFI 140N TOP AND SIDES LT SECTION A -A
12"OH-20 HDPE PIPE
Z\ i
1.5'
00o000 0o d 0 INV. LISTED
""�� ,,, •••� � �gOOpoOOapO oo O�p�p OOGO� ••_' •�'•.J�T ••�• •
I \
A 3
� z
3/4" - 1 1/2-
BENCHMARK: WASHED STONE UNDERNEATH
RET. WALL COR. AND BESIDE PIPE
WIDTH AND LENGTHS LISTED
=11.45' NAVD88 ADJ. G.W. EL. 7.35'
•� DRAINAGE CROSS SECTION
\ NOT TO SCALE
IL M
ELEV. ELEV. / +�V o- \ (SEE NOTES - . _.._IR \
�i 1 �2 7 (' \ v `0), ��`,c: 5 & DB 35210 PG 2
SITE PLAN
p 10.0 p 10.0 \ fy�• OF
C� j / PROPOSED__
A A f / GRAVEL �9Q•.`
SL SL DRIVEWAY 61 PHEASANT COVE CIRCLE
10YR 3/2 10YR 3/2 EXTENSION
12" 14" YARMOUTHPORT, MA
CB
SI PREPARED FOR
L2L.5Y7/3 [2.5Y 7/3
36" 7.0' 54" 5.5' ROBERT
DATE: MARCH 4, 2026
C2 C1
PERC
G-W ADJ. DATA: � DANIELA.� G�, o �DANIELS a SCale:1 "= 20'
M/CS M/CS WELL: SDW-252R o�� �y ��' gOti
ZONE: A OJALA �� A.
4 2.5Y 6 4 No.CIV 45 L N o "0 10 20 30 40 �0 FEET
2.5Y 6
/ / DEC
. 2025 o �� �Noo. 0980
e-
sTE����°p�cSs\0 off 508-362-4541
SS�oNAL ECG gNoSJRvE'"° fax 508-362-9880
downcape.com
down cape LPn Veering , ine.
96" 2.0' 102" 1.5' civil engineers
_
GROUNDWATER ENCOUNTERED ® 50" EL. 5.85' lond surveyors
DATE DANIEL A. OJALA, P.E., P.L.S. 99 Main Street ( Rte 6A) SURVEY: NHO
3
YARMOUTHPORT MA 02675 DRAFTED BY: PTT
DCL
y� 07-2 /9 CHECKED BY: 125-0
/
07-219 WIGGINS 2022 BLDG ONLY.DWG