HomeMy WebLinkAbout64-69-75 Pamet Rd - Giift of Land0036.51
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VARIANCES REOUIRED - LOT 115 VARIANCES REOUIRED - LOT 115 CONT,
TITLE V CONSERVATION COMMISSION GUIDELINES
15.02;(17) CONSTRUCTION IN FILL A MINIMUM 35' VEGETATED BUFFER IS REQUIRED
IMPERVIOUS MATERIALS SHALL BE REMOVED FOR A AROUND THE WETLANDS. THE MAJORITY OF THE
DISTANCE OF 25' IN ALL DIRECTIONS FROM THE SITE WILL HAVE A 30' BUFFER. WITH A 5' BUFFER
LEACHING FACILITY WHEN IT IS ABOVE THE NATURAL IN THE AREA OF THE DRIVEWAY.
GROUND SURFACE. REMOVAL FOR A DISTANCE OF r�
ONLY 10' IS POSSIBLE, A VARIANCE OF 15' IS REQUIRED. O A 50' CONSTRUCTION SETBACK FROM THE WETLANDS
C% IS REQUIRED FOR THE DWELLING, A 38' SETBACK IS
15.03;(7) DISTANCES PROPOSED, A l2' VARIANCE 1S REQUIRED.
DOWNHILL SLOPE. A CONCRETE BREAKOUT WALL IS
REQUIRED TO OVERCOME THE SETBACK DISTANCE FROM NOTE: THE 2" FORCE MAIN FOR EFFLUENT 1S TO BE
A DOWNHILL SLOPE. r+o LOCATED IN THE PRIVATE SECTION OF PAWNEE ROAD.
TOWN OF YARMOUTH BOARD OF HEALTH REGULATIONS
103
3.7 DISTANCES
LEACHING FACILITY TO WATERCOURSE, IDC' REQUIRED.'
5. 2 83' PROPOSED. 17' VARIANCE REOUIRED
SEPTIC TANK TO WATERCOURSE, 50' REQUIRED.ly ,�
07- 36' PROPOSED, 14' VARIANCE REQUIRED. ✓ c `l
4. 8 ID e 10
5.7 5.6
\ OF 5.52
5.0 \ 9 /E� v Eft SEArCff X: PK SET
4.9 \ ?P IN UP #3
. 12 jD EL EV= 6. 65 NGVD
p�ID R,
5.1 \, ROP •00 =.... C3 p. pp,
4. 8 G o T.P.02
O 4. 9 V} P EL,5.6
7%' 4. 8
C� 20 6 0 �ti 25' oma- LEACHING TRENCHES% /
G- 4. 9 l EBLgo
.� y h 'h •�`l O -CONCRETE BREAKOUT
p
4. 0 /t6 � � v 2 ., •, 0 Q - WALL. TDP = EL9 r
P P 2' FORCE MAIN o p o
:i N•0
/fY o
5.4 AREA OF UNSUITABLE -O 0.
�
:m MATERIAL TO BE REMOVED o /
4. 7 iT AND REPLACED. (15.02,,(17)1
36'
0
4.7 o, \ 20" PCAlP L7fAMBER Q 5. 6
O 4.$ yg 3g . I- �.'•.• �, Q , S��D 0 ' L OT 115
SEPTIC7A ° 4 7 ' �- 5.4 , �,9 \ 0
\ 20 4 O �� I �2 % ®r� �" 6 �j9 /' UPLAND = 23080 t SQ. FT. 0. 53 t AC.
a �i 4.0 yg° 0•0
y9 1 6 I� �t�mo ,�',,.:•, � � ,2WETLAND =_B; 6771 S0, FT, 1.881 AC. /
�Z �� 6` �Z a� j ',mmN 4.1 �n.� TOTAL AREA = 104757± S0. FT. 2.41± AC.
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TO
DEtX9 CLARK: PK SET ---� .WETLAND /G
IN UP #574
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orL
EL EV= 6. 85 NGVD
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NOTES:
WATERLINE
0
I) L IMI T OF WETLAND VEGETATION DEL INEATED BY YARMOUTH
CONSERVATION COMMISSION AGENT LEACHING TRENCHES
2) TOPOGRAPHY. WETLANDS, PAVEMENT .AND TEST PITS LOCATED BY SEPTIC TANK5' 69 ,5. 2
80. AREA OF UNSUITABLE MATERIAL
AND BENCH MARKS ESTABLISHED BY YARMOUTH ENGINEERING DEPT. CONCRETE BREAKOUT TO BE REMOVED AND REPLACED
3) BENCH MARK USED: Y-9 CHISEL CUT IN N. E. CORNER WALL, TOP - EL 9.5 PER SECT.15.02;(17),TITLE V
PARKERS R I VER BRIDGE. ELEVATION = 7.48 NGVD / CB/DH
4) FOR BENCH MARKS SET SEE PLAN / FND
M
N
N
8 z
440 6
/vE6
jot4 'Z
\20
0
59
9
666. 9' 20
9.3
55
LOT 116
UPLAND = 30811± S0. FT. 0. 71 f AC.
WETLAND = 365620 f SQ. FT, B. 39 t AC.
TAL AREA = 396431 t SO. FT. 9. 10 t AC.
r
2
2
Z CB/DH
V r FND
llooso
v _2c.l�_.
av� rIlua
jYARMOUTH ASSESSOR'S MAP 20 LOT R-104
ZONING: R-25
ul
MIN. LOT SIZE: 25000 SO, FT,
L EOEND z ux N o
® N _ 90°° UPLAND (22500 SO. FT.
oasERvar/oN PIT )
w MIN FRONTAGE: 150 F
SALT MARSH / WETLANDS o
-
LIMIT OF WETLAND VEGETATION iv �FLOOD HAZARD Z NE V15 13 )
.ur.
VARIANCES REQUIRED - LOT 116
TITLE V
15.02:(/7) CONSTRUCTION IN FILL
IMPERVIOUS MATERIALS SHALL BE REMOVED FOR A
DISTANCE OF 25' IN ALL DIRECTIONS FROM THE
LEACHING FACILITY WHEN IT IS ABOVE THE NATURAL
GROUND SURFACE, REMOVAL FOR A DISTANCE OF
ONLY 10' IS POSSIBLE ON ONE SIDE, A VARIANCE OF
15' IS REQUIRED.
15.03:(7) DISTANCES
DOWNHILL SLOPE, A CONCRETE BREAKOUT WALL IS
REQUIRED TO OVERCOME THE SETBACK DISTANCE FROM
A DOWNHILI SLOPE.
TOWN OF YARMOUTH BOARD OF HEALTH REGULATIONS
3.7 DISTANCES
LEACHING FACILITY TO WATERCOURSE, 100' REQUIRED.
80' PROPOSED, 20' VARIANCE REQUIRED
NOTE: ACCESS TO AND THE WATERLINE: FOR THE SITE
ARE PROPOSED TO BE THROUGH AN EASEMENT OVER
THE LAND OF HOMER'S COTTAGES.
547. 13'
- -- S 88°23 20 W
5' / TE PL AN OL A/VO
/ A/
WEST YARMOUTH mAss
PREPARED FOR ,
7- O 1 -'VIV O F Y14 RMO U T H
sCAL E; / "= 40 �IA/VLJAR Y 31 , /000
EAGLE StIRT/EYING 8t E -A76 N ERING. INC
10 5e cz 6® czr a" L czrz e
.e'Y4 n u t s Ma . 0 2 6 0 1 ^ ^"
� -0 422
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0 20 -90 80
PROJECT NO. 90-286
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