HomeMy WebLinkAboutSite Plan REV 4.15.2026LEGEND
PROPOSED CONTOUR
198.41 PROPOSED SPOT EL.
TH 1
TEST HOLE
CATCH BASIN
UTILITY POLE
FIRE HYDRANT
MQ MANHOLE COVER
QS SEWER COVER
bGAS METER
�'S� GAS SHUT OFF
.�] LIGHT
o MONITORING WELL
boo WATER SHUTOFF
C- GUY WIRE
" " SIGN
W WATER LINE
G GAS LINE
OHE OVERHEAD ELECTRIC
T&E COMMUNICATIONS
-X-X- FENCE
NOTE. NOT ALL SYMBOLS MAY APPEAR IN DRAWING
DCE # 0 / --219
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
448
448
0
0
*AREA OF MINOR
STRUCTURES (DECKS &
191
359
168
***672
SHEDS) & HARDSCAPE
TOTAL 0'-35'
639
807
168
***672
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
385
385
0
0
AREA OF MINOR
STRUCTURES (DECKS &
315
315
0
0
SHEDS) & HARDSCAPE
TOTAL 35-50'
700
700
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
703
1,057
354
708
AREA OF MINOR
STRUCTURES (DECKS &
1,208
1,320
112
224
SHEDS) & HARDSCAPE
**TOTAL 50'-100'
1,911
2,377
466
1,412
TOTAL REQUIRED
1,412 S.F. + 672 S.F. = 2,084 S.F. REQUIRED
MITIGATION
2,125 S.F. PROPOSED
NOTES
*PROPOSED MINOR STRUCTURES WITHIN THE 0'-35'
BUFFER INCLUDES THE 127 S.F. OF WETLAND
VEGETATION WHICH WAS REPLACED BY THE EXISTING
BOARDWALK AND WILL REMAIN AS A MAINTAINED
SALT TOLERANT FESCUE LAWN PATH ONCE THE
BOARDWALK IS REMOVED.
**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
TEST HOLE LOGS
ENGINEER: PHELLYP T. TONIAL, SE #14955
WITNESS: BARRY LEWIS
DATE: 1 /7/2026
PERC. RATE _ < 2 MIN/INCH
CLASS I SOILS r7j
UNSUITABLE SOIL
ELEV. ELEV.
0" 10.0' 0" 10.0'
SL
1OYR 3/2
12"
C, /
SiL
2.5Y 7/3
36" ////i
PERC
C2
M /CS
2.5Y 6/4
SL
1OYR 3/2
14"
B
SiL
2.5Y 7/3,
7.0' 54" /////
C,
M /CS
2.5Y 6/4
5.5'
G-W ADJ. DATA:
WELL: SDW-252R
ZONE: A
ADJ: 1.5'
DEC 2025
96" 1 1 2.0' 102" 1 I 1®5'
GROUNDWATER ENCOUNTERED ® 50" EL. 5.85'
TOWARD SITE EXCAVATION
2" X 2" X 36" WOOD POST
8' MAX. C.C.
r
Y
ry
3
MIRIFI SILT FENCE OR E
WOOD STAKE
WD. POST
PLAN VIEW
1'0 COIR FIBER WATTLE NTS
METHOD FOR JOINING SILT FENCE SECTIONS
POSITION END POSTS TO OVERLAP AS SHOWN
ABOVE, MAKING CERTAIN THAT FABRIC FOLDS
AROUND EACH POST AT LEAST ONE TURN
i
e� 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"
LOT AREA •� O
15,773t S.F. oQ�� f
UPLAND �AO�O
0.36f AC.
(Ft , .7 .
�1
TOWN OF YARMOUTH
WOE
67 PHEASANT
FEN \
COVE CIR / /
DB 12832 PG 77 } � (EXI
9
4
10 I'
O
•
• 1r : •
•
.�
10FZLI
• �,"►,
u
.»,.� arF �
MIT
E •
<\'��
DECK Y=
NOTE
5
CONVERTED
GARAGE
N71'06'44"W 13 ; TOFS= 14.4'
3.69 0
- �' 3 � �.. �ql,� / i MOTE.
�.4- ,f /
,.._ ...®... `3�✓ GRAVEL
DRIVEWAY
O
v
CP� I
f
1
F
oT�� p T TH2 `
f
" ® BENCHMARK: \
�•y°� �o / RET.XNAVD88
LL COR. I
=11.
WORK LIMIT
LINE SILT
� FENCE (TYP.) \
\\ ROOF 6'x 10'
DRAINAGE ROBERT G. LYNN TR
TRENCH 57 PHEASANT
\+ . (SEE NOTES I R
f. 5 & DB 35210 PG 2
f / PROPOSED
\ GRAVEL O
DRIVEWAY
EXTENSION
NOTES
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'.
L cus
D°
t
v
�a
�o
o °c,
Z
Rte 64
7. A DETERMINATION OF APPLICABILITY WAS ISSUED WITH
LOCUS MAP
A NEGATIVE DETERMINATION FOR THE PROPOSED 120 S.F.
ADDITION ON 11/12/2025, THE REQUIRED 480 S.F. OF
SCALE 1 "=2000'f
MITIGATION IS INCLUDED WITH THIS SITE PLAN.
8. NO INCREASE IN THE NUMBER OF BEDROOMS
ASSESSORS MAP 149 PARCEL 50
PROPOSED.
LOCUS IS WITHIN FEMA FLOOD ZONE AE (EL. 14)
9. REFERENCE THE RESTORATION PLANTING PLAN
&FLOOD ZONE VE (EL. 16) AS SHOWN ON
PREPARED BY ENVIRONMENTAL LANDSCAPE SOLUTIONS, LLc
DATED 8/4/2025 & THE DRAFT ENFORCEMENT ORDER
COMMUNITY PANEL 25001 C0576J DATED
HEARD AT THE CONSERVATION COMMISSION MEETING ON
7/16/2014
4/17/2025.
SITE IS NOT WITHIN MASSDEP DESIGNATED NSA
10. THE BOARDWALK IS EXISTING AND UNPERMITTED, THE
BOARDWALK AND ITS ASSOCIATED SONOTUBES ARE TO BE
REMOVED, A SALT TOLERANT FESCUE LAWN WILL BE
SITE IS NOT WITHIN STATE DESIGNATED ZONE II
PLANTED IN PLACE OF THE EXISTING BOARDWALK AND IS
TO BE MAINTAINED FOR ACCESS.
RECORD
OWNER Ofc
11. REFERENCE PLANTING PLAN PREPARED BY DOWN GAPE
ENGINEERING, INC. DATED 3/16/2026. NAME: ANN K. WIGGINS
12. 5' REMOVAL OF UNSUITABLE SOIL REQUIRED AROUND ADDRESS: 1539 COUNTY ROAD 67
PERIMETER OF DRAINAGE TRENCH, DOWN TO SUITABLE SOIL TOWN: BREMEN, AL 35033
LAYER. REPLACE WITH CLEAN MED. SAND, TO MEET
SPECIFICATIONS OF 310 CMR 15.255(3). REFERENCES
13. WETLAND FLAGGED BY BRAD HALL OF BLH
ENVIRONMENTAL CONSULTING 3/9/2026. DEED BOOK 28409 PAGE 21
14. SOIL SAMPLING WAS PERFORMED BY BRAD HALL OF PLAN BOOK 229 PAGE 31
BLH ENVIRONMENTAL CONSULTING ON 4/8/2026, THE
EXTENT OF THE SOIL SAMPLING AREA IS DEPICTED ON THE CONSISTS EOFARENT HARD SILTY -CLAYEY IAL ERLYING THE GLACIOLACUSTRINEERTM ZONING SUMMAR i�/
DEPOSITS TYPICALLY CLASSIFIED AS SILT LOAM WHICH IS
CONSISTENT WITH THE COLLECTED SOIL SAMPLES, SOIL
COLORS RANGE FROM 10YR 2-2 TO 10YR 3-4 PER THE
ZONING DISTRICT: R-40 DISTRICT
MUNSELL SOIL COLOR CHART, ALTHOUGH HYDRIC SOILS
REQUIRED:
EXISTING:
PROPOSED:
ARE PRESENT, THEY ARE CONSISTENT WITH THE EXISTING
MIN.
LOT SIZE
40,000 S.F.
15,773 S.F. UPLAND
15,773 S.F. UPLAND
SOIL CONDITIONS PRESENT THROUGHOUT THE PROPERTY,
MIN.
LOT FRONTAGE
150
100
,
100
ADDITIONALLY THE ABSENCE OF WETLAND VEGETATION
SUPPORTS THE WETLAND BOUNDARY FLAGGED ON
MIN.
FRONT SETBACK
30'
32.0'
32.0'
3/9/2026 WITH THE ADJUSTMENT OF THE NORTHERN
MIN.
SIDE SETBACK
20'
15.7'
15.7' (20.9' ADDITION)
CORNER FOLLOWING THE 7.4' CONTOUR.
MIN.
REAR SETBACK
,
20
®,�j
MAX.
BUILDING COVERAGE
25%
13.1 % (2,068 S.F.)
16.2% (2,553 S.F.)
MAX.
BUILDING HEIGHT
35'
<35'
<35'
SLOPE 0.5% MIN. (TRENCHES LEVEL)
PERF. ADS-N-12- PLUS CUT
0
w
SLOTS WITH SKILLSAW E.O. RIB
\OR PURCHASE SLOTTED PIPE
MIRAFI 140N TOP AND SIDES
LT SECTION A -A
° o0
12"OH-20
HDPE PIPE
000da°o°a°o°o°o
INV. LISTED
.s !,,.'
e e
1.5'
�o 00 moo
0 000 00 0 �o
, e
A %�
3
3/4" - 1 1 /2"
cv
WASHED STONE UNDERNEATH
AND BESIDE PIPE
/ WIDTH AND LENGTHS LISTED
ADJ. G.W. EL. 7.35'
DRAINAGE CROSS
SECTION
NOT TO SCALE
t��
OF
T11 PHEASANT
YARMOUTHPORT2 MA
PREPARED FOR
ROBERT WIGGINS
DATE: MARCH 4, 2026
REV: MARCH 16, 2026 (CONSERVATION COMMENTS%)
REV: APRIL 9, 2026 (CONSERVATION COMMENTS&)
REV: APRIL 15, 2026 (CONSERVATION COMMENTS®)
N OF AqS. ZH OF M,gsScale: 1 "= 20'
ANIF10DANII=L. �- iiiiiiiiii
DOJA A yG� o� A. �� 0 10 20 30 40 50 FEET
CIVIL Cnn v OJP.LA
No'16`;02 A No.140980
�`�c�sT' R``�a``� ! o��ss�°�� i off 508-362-4541
�SS�OMAL 6NG, RNA SURv�� fax 508-362-9880
downcape.com O
down cape engineerr'nng, Inc.
civil engineers
land surveyors
DATE DANIEL A. OJALA, P.E., P.L.S. 939 Main Street ( Rte 6A) SURVEY: NHO
YARMOUTHPORT MA 02675 DRAFTED BY: PTT
CHECKED BY:
07-219 WIGGINS 2022 BLDG ONLY.DWG