HomeMy WebLinkAbout176 Cranberry Lane Site and Sewage Plan 2FOLLINS LOCU ASSESSORS MAP: 128 PARCEL: 14.2
POND
CURRENT ZONING: R-40
D� MINIMUM BUILDING SETBACKS: N
1.4 FRONT: 30' SIDE: 20' REAR: 20'
FLOOD ZONE: C
Q
N
4
LOCATION MAP
LOT 2 (40,295 SF)
415
�O� A 98
:96
BENCHMARK AT j
MAG NAIL / //
964
ELEVATION = 100.0 / / / /
92
Q' 98.8/ / / // / / 90
�� 98.8
��
. � 88
/
0
I
G /� 98
/
92
94
99s 100.0 102
04
96
86 r // / 94
92
\kp,
-92
104
\ \ -�96
// ) \\`1.
102 98
100
KEY:
EXISTING CONTOUR: - -
PROPOSED CONTOUR: --- -------•--
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT 5.5
ELEVATION: 2
TEST HOLE:
UTILITY POLE: - o --
FENCE LINE: - -
HYDRANT: it
RETAINING WALL:
JOB k M4-23
w
N
M
°
FLOW ESTIMATE:
5 BEDROOMS AT 110 GAL / DAY = 5_"- GAL / DAY
SEPTIC TANK:
550 CAL / DAY -,X -Z DAYS =-!10U- GAL
USE 1'AO GALLON SEPTIC TANK
LEACHUK,, AREA:
USE 5 INFILTRATOR CHAMBERS (MODEL 3050) WITH
4' OF •`'TONE ALL AROUND (4.1.5'x 12.2' x 2' DEEP)
SIDS AREA: (43.5' + 12.1') x 2 x 2 = ?.23 E (0.74) 165 :3ALiOnx
BOTTOM AREA: 43.5'x 12.2' 531 SF (0.74) = 393 GAUDAY
CAPACITY = 558 GAL./DAY
SEPTIC SYSTEM SECTION
pvQO� 1
��S 1.1 TI
'CO40 � x
9o-o/=-
ELEV.
(UNDER SLAB)
14' SCR 14'3.5
PCH I , ru
DECK
24' 37'8.5°
28'
PROPOSED
28' 28'
13'8.5" DWELLING
GARAGE PRCH
24'3.5" 1' 38'
PROPOSED DWELLING
�I
rn
2" PEASTONE '
COVERS WITHIN 12" OF 1 ,i
FINISED GRADE
VWASHONE INSPECTION COVER
ED STONE
O BE WITHIN 6" OF GRADE)
3' MAX.
TEE AT INLET COVER
(1 MIN) ELEV.= 85.0
87.75 L==;i
ELEV. 84.77 84 6 ® m
88.0 1500 GAL ELEV.
ELEV. ELEV. 0 82.5
ELEV. SEPTIC TANK D -BOX 4 ► 4 >
(6" OF STONE UNDER"
(6" OF STONE UNDER OR 43.5' >
MECHANICALLY COMPACTED) 5 5 INFILTRATOR CHAMBERS (MODEL 3050)
GAS BAFFLE WITH 4' OF STONE ALL AROUND
TEE SIZES: AT OUTLET TEE V. (43 5'x 12'2' -1- DEEP)
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
A "'Y
NXE LIA
)b. KA -0
Ii U
-HOMAS McL.ELLAN, P.E.AAl
_
P.O..OX 1163, BAST DENMS. MA 02641
508-3dS-3426
B.
LADIIE
No. Sim
CHAEL LADUE, P.L.S
51 CAPTAINS VIII AGB LANE
BREWSTER, MA 02631
SI 7 E AND SEWAGE PLAN
LOCATION:
176 CRANBERRY LANE (LOT 2) _
0,44RO�iD ,
YARMOUTHPORT, MA
PREPARED FOR
REEF REALTY �_�•~^ `sT:.s
SCALE: I" = 30' DATE: 3-9-05
REFERENCE: PLAN BOOK 555, PAGE 74
TEST
HOLE LOGS
NOTES:
ENGINEER:
THOMAS McLELLAN, P.E.
1. VERTICAL DATUM: ASSUMED
WITNESS:
DAVID FLAHERTY, R.S.
2. MUNICAPAL WATER IS AVAILABLE.
DATE: 1-12-05
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
PERCOLATION RATE: < 5 MIK' /INCH
4, ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH
TH-1
91.5 T H-2
86,0
AASITTO 11-20 LOADING SPECIFICATIONS.
O/A HORIZON
ELEV.
OLA HORIZON
ELEV.
5. PIPE PITCH = 114" PER FOOT (UNLESS NOTED OTHERWISE).
LOAMY SAND
IOYR 3/1
LOAMY SAND
10'M 3/1
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET" LEVEL.
6"
91.0 10"
85.2
B HORIZON
B 130RI20N
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
LOAMY SAND
LOAMY SAND
USE OF A GARBAGE DISPOSAL.
36"
IOYR 5/6
88.5 48„
IOYR 5/6
92.0
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
SS. ENVIRONMENTAL CODE (TITLE VE) AND LOCAL
SSTTAAT �FREMG FI
C HORIZON
C HORIZON
LOAMY SAND
LOAMY SAND
2.5Y 6/3
2.5Y 6/3
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO
CONSTRUCTION.
168"
77.5 144"
74.0
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
EXCEED 3'.
NO GROUND WATER ENCOUNTERED
11. ALL UNSUITABLE SOEL (B HORIZON, APPROX. 48" DEEP) WITHIN 5' OF
PROPOSED LEACH AREA IS TO BE REMOVED
AND REPLACED WITH
CLEAN MEDIUM SAND.
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
5 BEDROOMS AT 110 GAL / DAY = 5_"- GAL / DAY
SEPTIC TANK:
550 CAL / DAY -,X -Z DAYS =-!10U- GAL
USE 1'AO GALLON SEPTIC TANK
LEACHUK,, AREA:
USE 5 INFILTRATOR CHAMBERS (MODEL 3050) WITH
4' OF •`'TONE ALL AROUND (4.1.5'x 12.2' x 2' DEEP)
SIDS AREA: (43.5' + 12.1') x 2 x 2 = ?.23 E (0.74) 165 :3ALiOnx
BOTTOM AREA: 43.5'x 12.2' 531 SF (0.74) = 393 GAUDAY
CAPACITY = 558 GAL./DAY
SEPTIC SYSTEM SECTION
pvQO� 1
��S 1.1 TI
'CO40 � x
9o-o/=-
ELEV.
(UNDER SLAB)
14' SCR 14'3.5
PCH I , ru
DECK
24' 37'8.5°
28'
PROPOSED
28' 28'
13'8.5" DWELLING
GARAGE PRCH
24'3.5" 1' 38'
PROPOSED DWELLING
�I
rn
2" PEASTONE '
COVERS WITHIN 12" OF 1 ,i
FINISED GRADE
VWASHONE INSPECTION COVER
ED STONE
O BE WITHIN 6" OF GRADE)
3' MAX.
TEE AT INLET COVER
(1 MIN) ELEV.= 85.0
87.75 L==;i
ELEV. 84.77 84 6 ® m
88.0 1500 GAL ELEV.
ELEV. ELEV. 0 82.5
ELEV. SEPTIC TANK D -BOX 4 ► 4 >
(6" OF STONE UNDER"
(6" OF STONE UNDER OR 43.5' >
MECHANICALLY COMPACTED) 5 5 INFILTRATOR CHAMBERS (MODEL 3050)
GAS BAFFLE WITH 4' OF STONE ALL AROUND
TEE SIZES: AT OUTLET TEE V. (43 5'x 12'2' -1- DEEP)
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
A "'Y
NXE LIA
)b. KA -0
Ii U
-HOMAS McL.ELLAN, P.E.AAl
_
P.O..OX 1163, BAST DENMS. MA 02641
508-3dS-3426
B.
LADIIE
No. Sim
CHAEL LADUE, P.L.S
51 CAPTAINS VIII AGB LANE
BREWSTER, MA 02631
SI 7 E AND SEWAGE PLAN
LOCATION:
176 CRANBERRY LANE (LOT 2) _
0,44RO�iD ,
YARMOUTHPORT, MA
PREPARED FOR
REEF REALTY �_�•~^ `sT:.s
SCALE: I" = 30' DATE: 3-9-05
REFERENCE: PLAN BOOK 555, PAGE 74