HomeMy WebLinkAbout43 Pollock Rip Road - Site & Sewage PlanLOCUS
L N
ASSESSORS MAP: 98
PARCEL, 40,41 & A PORTION OF 42
% F
�l
CURRENT ZONING: R-40 LV
g
BUILDING SETBACKS:
B HORIZON
F. 30' S: 20' R: 20'
37.0 30
FLOOD ZONE: C
k
'
0
x
sr
E*
DWELLING
LOCATION MAP
LOT 244
41,917 ± S.F.
TO CONSTRUCTION.
(0.96 + AC )
BENCHMARK AT UTILITY
CONC. BOUND.
KEY: ELEVj 42s'
6
EXISTING CONTOUR: — — — 4� •
PROPOSED CONTOUR: at • 4
z"vycTTArr- SPOT ELEVATION: B
PROPOSED SPOT ELEVATION: 25' QO Pr9 � y
TEST HOLE: i ' '
UTILITY POLE: -O- �4 4 4
FENCE LINE: g ,
HYDRANT: �iji 40.7 ,
RETAINING WALL: ® Q
TREE: io4Q�y
40
40.2STIG
CATCHH BASIN
' t
SAID# let,
40.
40 V.
UTILITY ' / i �p ss• \ : \ .>
40. X4
r ' r TH-2 \\ \ \
13"
TEST HOLE LOGS
ENGINEER: THOMAS McLELLAN, P.E.
WITNESS. AMY VON HONE, R.S.
DATE: 10-29-98
PERCOLATION RATE: < 2 MIN/IN
TH-1 sss / TH-2
O./A1liESANDZON ELS OAL/YESAND2C
B HORIZON
LOAMY SAND
10YR 6/8
C HORIZON
FINE SAND
2SY 7/6
Y �
\ ` ♦at
\
/ / r Ia0
'toX /000'88
/ q
40
89
wo r r r
38 ' hk r
/ g22• r
/
/ 86
/
/
/
,
/
/
87
DM # M -16o (D31F6)
m
DEMAREST—McLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463
WEST DENNIS, MASSACHUSETTS 02670
PHONE & FAX : (508) $98-7710
NOTES:
1. VERTICAL DATUM: ASSUMED FROM QUAD (NGVD +/-)
2. MUNICAPAL WATER IS AVAILABLE.
S. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 8c H-20
LOADING SPECIFICATIONS.
5. PIPE PITCH = 1/4" PER FOOT, (UNLESS NOTED OTHERWISE).
3sA 6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
ELEV. 7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
USE OF A GARBAGE DISPOSAL.
Cl HORIZON
FINE SAND
27.5 138" 2SY 7/6 24,
USCS GROUNDWATER ADJUSTMENT:
WELL: AfW-230, ZONE: C, ADJUSTMENT: 2.9'
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
sa— BEDROOMS AT 110 GAL/DAY/BEDROOM = 330 GAL/DAY
SEPTIC TANK.
330 CAL/DAY x 2 DAYS = 660 CAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 3 CULTEC CHAMBERS (RECHARGER 330)
WITH r OF STONE ALL AROUND (28' x 12' x Z DEEP)
SIDE AREA: (28 + 12)2 x 2 = 160 SF(74) = 118 CAL/DAY
\ BOTTOM AREA: 28' x 12' = 336 SF (74) = 269 GAL/DAY
\ CAPACITY = 367' GAL/DAY
SEPTIC SYSTEM SECTION
42.0
HTOP OF FOUNDATION
s8.o
ELEV. SEPTIC TANK
38.5 (6" OF STONE UNDER OR
ELEV. MECHANICALLY COMPACTED)
TEE SIZES.
INLET: 6" UP, 13" DOWN
OUTLET. 6" UP, 14" DOWN
Z APPROVED BY: DATE:
COVERS WITHIN 12" OF
FINISHED GRADE
((ONE INSPECTION COVER
?'0 BE WITHIN 6' Of IT
$8.4 6"
10YR 2/f
sss 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
E2'r:
PROPOSED
B HORIZON
3 BEDROOM 24'
37.0 30
0�1 �D
s3s HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
sr
PROPOSED
DWELLING
Cl HORIZON
FINE
SASD
TO CONSTRUCTION.
227.0 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
1080
EXCEED 3.0.
Cl HORIZON
FINE SAND
27.5 138" 2SY 7/6 24,
USCS GROUNDWATER ADJUSTMENT:
WELL: AfW-230, ZONE: C, ADJUSTMENT: 2.9'
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
sa— BEDROOMS AT 110 GAL/DAY/BEDROOM = 330 GAL/DAY
SEPTIC TANK.
330 CAL/DAY x 2 DAYS = 660 CAL
USE 1500 GALLON SEPTIC TANK
LEACHING AREA:
USE 3 CULTEC CHAMBERS (RECHARGER 330)
WITH r OF STONE ALL AROUND (28' x 12' x Z DEEP)
SIDE AREA: (28 + 12)2 x 2 = 160 SF(74) = 118 CAL/DAY
\ BOTTOM AREA: 28' x 12' = 336 SF (74) = 269 GAL/DAY
\ CAPACITY = 367' GAL/DAY
SEPTIC SYSTEM SECTION
42.0
HTOP OF FOUNDATION
s8.o
ELEV. SEPTIC TANK
38.5 (6" OF STONE UNDER OR
ELEV. MECHANICALLY COMPACTED)
TEE SIZES.
INLET: 6" UP, 13" DOWN
OUTLET. 6" UP, 14" DOWN
Z APPROVED BY: DATE:
COVERS WITHIN 12" OF
FINISHED GRADE
((ONE INSPECTION COVER
?'0 BE WITHIN 6' Of IT
2" PEASTONE
3/4" — 1 1/2"
WASHED STONE
ELEV.= 37.5
X37.75
ELEV.
D -BOX 35.0
37.08
3725 (6" OF ELEV. 4 4 ELEV.
ELEV. STONE 28' 30
UNDER)37.03 CULTEC CHAMBERS (RECHARGER 330)
CAS BAFFLE WITH f OF STONE ALL AROUND
AT OUTLET TEE ELEV. (28' x 12' x 2' DEEP) (H-20)
S tin 0�
A4,
.REST, jr
Cd1^9 , No 3yS59-
C�
THOMAS MCLELLAN, P.E. 11 JOHN Z. DEMAREST JR., P.L.S.
5J'
ADJUSTED GROUNDWATER ELEVATION = 29.9
SITE AND SEWAGE PLAN
LOCATION
LOT 244 POLLOCK RIP ROAD
SOUTH YARMOUTH, MA
PREPARED FOR-
REEF
ORREEF REALTY
SCALE: I"= 30' DATE: 1211419
REFERENCE: LAND COURT CASE #31209G SHEETS 2 & 3
REVISED: 1-7-99
DECK24
E2'r:
PROPOSED
3 BEDROOM 24'
DWELLING
2'r
sr
PROPOSED
DWELLING
2" PEASTONE
3/4" — 1 1/2"
WASHED STONE
ELEV.= 37.5
X37.75
ELEV.
D -BOX 35.0
37.08
3725 (6" OF ELEV. 4 4 ELEV.
ELEV. STONE 28' 30
UNDER)37.03 CULTEC CHAMBERS (RECHARGER 330)
CAS BAFFLE WITH f OF STONE ALL AROUND
AT OUTLET TEE ELEV. (28' x 12' x 2' DEEP) (H-20)
S tin 0�
A4,
.REST, jr
Cd1^9 , No 3yS59-
C�
THOMAS MCLELLAN, P.E. 11 JOHN Z. DEMAREST JR., P.L.S.
5J'
ADJUSTED GROUNDWATER ELEVATION = 29.9
SITE AND SEWAGE PLAN
LOCATION
LOT 244 POLLOCK RIP ROAD
SOUTH YARMOUTH, MA
PREPARED FOR-
REEF
ORREEF REALTY
SCALE: I"= 30' DATE: 1211419
REFERENCE: LAND COURT CASE #31209G SHEETS 2 & 3
REVISED: 1-7-99