HomeMy WebLinkAbout39 Carrie Lane - Site Plan 2O�O�P\N� 9G2T
N
sT
.t 5�
LOCATION MAP
PORTION OF89 T 2 0098 SF)
TOTAL AREA = 18,023 SF
ASSESSORS MAP: 51 PARCEL:2
PLAN BK: 106, PG: 41 & 2381151
CURRENTZONING: RS -40
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: -O-
FENCE LINE: -
HYDRANT: -b-
RETAINING WALL: o
m
M8-12
V
16' WO
14' N
14 PROPOSED 4'
3BEDROOM
DWELLING iv
26' N
N
14' 22' 12 4'
PROPOSED DWELLING
�y19A'6p
EXISTING SHED -
TO BE REMOVED
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
3 BEDROOMSAT 110 GAL/DAY=330 GAL/DAY
SEPTIC TANK:
330 GAL / DAY X-2- DAYS = 660 GAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 10 INFILTRATOR CHAMBERS (QUICK 4 STANDARD CHAMBERS)
T OF STONE AROUND SIDES AND VAT 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 GAL/DAY
CAPACITY=346 GALIDAY
SEPTIC SYSTEM SECTION
COVERS WIT
OF FINISHED
ofELEV.
(EXISTING)
1500 GAL
9725 SEPTIC TANK
ELEV.
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14" DOWN
MECHANICALLY COMPACTED)
EXISTING / EXISTING
GAS GATE WATER GATE
BENCHMARK
ATNAIL
ELEVATION = 99.48
Sy1 0agg / OOle,
e,
0 \
eR°e
/ 99.4
0
I +99.2 �� a
2
Q O O
�09.99.5
/
oho\` 0011 ss
0
F
O g
1/ nos) QORCg,9
I �9F� i
Oy1yS
1
1
1 ®99
99.1 •+ �N /� UTILITY
99
YyN EXISTING DWELLING
6 11y TO BE REMOVED
Nye y AND REPLACED
(top fnd = 99.68)
BENCHMARKAT
CONCRETE BOUND
ELEVATION = 99.28
ra►fm
THOMAS J. WLELLAN, P.E.
T MAX.
COVER
(1' MIN)
PEASTONE
31411-1 1/2"
WASHED STONE
INSPECTION PORT
� ELEV.= 96.73
ELEV. ELEV. LM I I I.1 I•I Il I -I M I -I I"I 1.11.1 N N 1.1 N N 1-11 ligal 95.73
01-BOX3 3 ELEV.
(6" OF STONE UNDER)
E 44'x 9'
-GAS BAFFLE 96.4 10 INFILTRATOR QUICK 4 STANDARD CHAMBERS AND
AT OUTLET TEE ELEV. 2 END CAPS WITH T OF STONE AROUND SIDES
AND V AT ENDS (44' x 9' x 8" DEEP) 5.43'
ADJUSTED GROUND WATER ELEVATION = 90.3_A_n_kN
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 = 1/4" 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.
8 ALL
LEO(T TLE CTION DETAILLOCAL RE TO
OTH E IN CO FORMANCE WITH THE STATE OF MASS. ENVIRONMEN'
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
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.
1Wth Health Department FILE Copy
APPROVED
Date
SITE I PLAN
LOCATION:
39 CARRIE LANE,I S. YARMOUTH, MA
P^ICHA.FL iL, PREPARED FOR:
L U PATRIOT BUILDERS
SCALE: 1" = 20' l
BASS RIVER ENGINEERING
P.L.S. P.O. BOX 1163, EAST DENNIS, MA 02641
508-385-3426
TH-1
TH-2
TEST HOLE LOGS
EgLEV.
98.0 7"
O/A HORIZON
LOAMY SAND
10YR 3/2
O/A HORIZON
LOAMY SAND
10YR 3/3
ELEV.
98.3
ENGINEER: THOMAS McLELLAN, P.E.
12"
WITNESS: AMY VON HONE, R.S.
B HORIZON
B HORIZON
DATE: 4-10-08
PERCOLATION RATE: < 2 MIN/IN 30"
LOAMY SAND
10YR 5/8
96.5 30"
LOAMY SAND
10YR 5/8
-K.5
C HORIZON
C HORIZON
MEDIUM SAND
MEDIUM SAND
USGS GROUND WATER ADJUSTMENT:
2.5Y 7/4
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
132„
GROUNDWATER
8801 132„
GROUNDWATER
880
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 = 1/4" 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.
8 ALL
LEO(T TLE CTION DETAILLOCAL RE TO
OTH E IN CO FORMANCE WITH THE STATE OF MASS. ENVIRONMEN'
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION.
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.
1Wth Health Department FILE Copy
APPROVED
Date
SITE I PLAN
LOCATION:
39 CARRIE LANE,I S. YARMOUTH, MA
P^ICHA.FL iL, PREPARED FOR:
L U PATRIOT BUILDERS
SCALE: 1" = 20' l
BASS RIVER ENGINEERING
P.L.S. P.O. BOX 1163, EAST DENNIS, MA 02641
508-385-3426