HomeMy WebLinkAbout39 Carrie Lane - Site Plan10
�'2 09��i V92�S
4 sT
SA
LOCATION MA)P
PORTION OF LOT 2 (9098 SF)
TOTAL AREA = 18, 23 SF
ASSESSORS MAP: 51 PARCEL:2
PLAN BK: 106, PG: 41 & 2381151
CURRENT ZONING: RSAO
MINIMUM BUILDING SETBACKS:
FRONT: 30' SIDE: 20' REAR: 20'
FLOOD ZONE: B
KEY:
EXISTING CONTOUR: - - - -
PROPOSED CONTOUR: .............
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25.5
TEST HOLE:*
UTILITY POLE: -0-
FENCE LINE: -
HYDRANT: -6-
RETAINING WALL:
m
M8-12
" PROPOSED
3BEDROOM
DWELLING
26'
2'
14' 22' 14'
PROPOSED DWELLING
y1, pE
C�y1913�
EXISTING SHED -
TO BE REMOVED
SEPTIC SYSTEM DESIGN
N FLOW ESTIMATE:
3 BEDROOMS AT 110 GAL / DAY = 330 GAL / DAY
-7:1
SEPTIC TANK:
330 GAL / DAY -2L2- DAYS= 660 GAL
4' USE 1500 GALLON SEPTIC TANK
N
LEACHING AREA:
USE 10 INFILTRATOR CHAMBERS (QUICK4 STANDARD CHAMBERS)
T OF STONE AROUND SIDES AND V AT ENDS (44' x 9' x 8" DEEP)
SIDE AREA: (44' + 9') x 2 x 8/12 = 71 SF (0.74) = 53 GAL/DAY
BOTTOM AREA: 44' x 9' = 396 SF (0.74) =-L93 GAUDAY
CAPACITY =_346 GAUDAY Z
EXISTING/
GAS GATE
i
tP
/� 1 woo\
o�
/ ON05F
\_0 ysF
89� 99
I O0 (P
9oy1 g
l
1
99
99.1
SEPTIC SYSTEM SECTION
PEASTONE
3/4" - 1 112"
WASHEDSTONE
INSPECTION PORT
ELEV.= 96.73
97.5
y
3' MAX. .,,,,T
ELEV.
99.0
COVER
(1' MIN)
(IXISTING)
97.0
CIA HORIZON
LOAMY SAND
1500 GAL
ELEV.
96.82
96.65
9725 SEPTIC TANK
ELEV.
ELEV. " " " 95.73
ELEV.
D -BOX
H ELEV.
H
B HORIZON
(6" OF STONE UNDER)
TEE SIZES:
LOAMY SAND
a 44'x 9'
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
GAS BAFFLE
96.4
ELEV. 10 INFILTRATOR QUICK 4 STANDARD CHAMBERS AND
1OYR 5!8
AT TLET TEE
2 END CAPS WITH V OF STONE AROUND SIDES
(6' OF STONE UNDER OR
30"
AND VAT ENDS (44' x 9' x 8" DEEP) 5.43'
MECHANICALLY COMPACTED)
96.5
PERCOLATION RATE: < 2 MINlIN
ADJUSTED GROUND WATER ELEVATION = 90.3.AAA.A-i
EXISTING
WATER GATE
BENCHMARK
AT PK NAIL
ELEVATION = 99.48
99.4
�0
9L
F
�.5
99
UTILITY
99
EXISTING DWELLING
TO BE REMOVED
�y1 y AND REPLACED
(top fnd = 99.68)
64-
BENCHMARKAT
CONCRETE BOUND
ELEVATION = 99.28
Lilimm `�
• m
NOTES:
1. VERTICAL DATUM: ASSUMED
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS.
5. PIPE PITCH = 114" PER FOOT (UNLESS NOTED OTHERWISE).
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
I
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMEN'
CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
I
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3'.
11. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND
IS SUBJECT TO CHANGE UNTIL SUCH TIME.
12. EXISTING CESS POOLS ARE TO BE PUMPED AND REMOVED.
APPROVED
G3 Cmcc�;F.0WIED p
HEALTH DEFT.
SITE PLlAN
I
LOCATION:
o h 39 CARRIE LANE, S. YARMOUTH, MA
MICHAEL L�:,,. PREPARED FOR:
PATRIOT BUILDERS
�No. DATE:4-11-08 SCALE: V 20'
F �T
qNo
,. BASS RIVER ENGINEERING
MICHAEL LADt P.L.S. P.O. BOX 1163, EAST DENNIS, MA 02641
508-385-3426
TH-1990-2
99.0
TEST HOLE LOGS
ELEV.
O/A HORIZON
LOAMY SAND
CIA HORIZON
LOAMY SAND
ELEV.
ENGINEER: THOMAS McLELLAN, P.E.
12"
10YR 312
98.0 7"
10YR 3/3
98.3
-6 HORIZON
B HORIZON
WITNESS: AMY VON HONE, R.S.
LOAMY SAND
LOAMY SAND
DATE: 4-10-08
1OYR 5!8
10YR 518
30"
96.5 30'
96.5
PERCOLATION RATE: < 2 MINlIN
C HORIZON
C HORIZON
MEDIUM SAND
MEDIUM SAND
USGS GROUNDWATER ADJUSTMENT:
2.5Y 714
2.5Y 7/4
WELL: MIW-29, ZONE: A, ADJ.(MARCH): 1.3 120"
OBSERVED
89.0 120"
OBSERVED
89.0
ADJUSTED GROUND WATER ELEV.= 90.3
1....
GROUNDWATER
I Aso 132"l
GROUND WATER
88.0
NOTES:
1. VERTICAL DATUM: ASSUMED
2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS.
5. PIPE PITCH = 114" PER FOOT (UNLESS NOTED OTHERWISE).
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL.
I
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS. ENVIRONMEN'
CODE (TITLE FIVE) AND LOCAL HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
I
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3'.
11. THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND
IS SUBJECT TO CHANGE UNTIL SUCH TIME.
12. EXISTING CESS POOLS ARE TO BE PUMPED AND REMOVED.
APPROVED
G3 Cmcc�;F.0WIED p
HEALTH DEFT.
SITE PLlAN
I
LOCATION:
o h 39 CARRIE LANE, S. YARMOUTH, MA
MICHAEL L�:,,. PREPARED FOR:
PATRIOT BUILDERS
�No. DATE:4-11-08 SCALE: V 20'
F �T
qNo
,. BASS RIVER ENGINEERING
MICHAEL LADt P.L.S. P.O. BOX 1163, EAST DENNIS, MA 02641
508-385-3426