HomeMy WebLinkAbout43 Pollock Rip Road - Site & Sewage Plan 4Mos. N ASSESSORS MAP.- 98
Og.OF� PARCEL: 40.41 & A PORTION OF 42
F NW AT-
LOCUS e CURRENT ZONING: R-40
q BUILDING SETBACKS:
F. 30' S: 20' R: 20'
( FLOOD ZONE: C
T b
LOCATION MAP
LOT 244
41,917 ± S.F.
(0.96 ± AC.)
KEY:
EXISTING CONTOUR: — —
PROPOSED CONTOUR: ....................
EXISTING SPOT ELEVATION: 25.5
PROPOSED SPOT ELEVATION: 25
TEST HOLE: -1�-
UTILITY POLE: -O-
FENCE LINE:
HYDRANT: -
RETAINING WALL:
BENCHMARK AT UTILITY
CONC. BOUND.
ELEV.-42.5' 5
4i . 4
1'0 4i'2 r'
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 TH-2
s9s
0/A/E HORIZON ate.
LOAMY SAND
19- IOYR 2/1 38.4
B HORIZON
LOAMY SAND
30- IOYR 8/8 87D
C HORIZON
FINE SAND
25Y 7/8
4 , 43
ICA
G 40"
TREE. �E 40
414 `
w �
EXISTING
CATCH BASIN
40
UTILITY42
TH-2 \\ \ \
/ANr-\
/ 40
000,
40 / r
� � 1 � / / g6
/
1pa
r g5
I �
/ 96
/
/
/
/
31
DM 0 98- _a (D31F6)
DEMAREST—MCLELLAN ENGINEERING
24 SCHOOL STREET P.O. BOX 463
WEST DENNIS, MASSACHUSETTS 02670
PHONE h FAX :(508) 398-7710
�S
USGS GROUNDWATER ADJUSTMENT:
WELL, A1W-280, ZONE: C. ADJUSTMENT: 2-T
NOTES:
1. VERTICAL DATUM: ASSUMED FROM QUAD (NGVD +/-)
•2. MUNICAPAL WATER IS AVAILABLE.
3. SCHEDULE 40 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 & H-20
LOADING SPECIFICATIONS.
5. PIPE PITCH= 1/4" PER FOOT, (UNLESS NOTED OTHERWISE).
36.0 6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
N DESIGNED TO ACCOMODATE THE
ar. 7. THE SEPTIC SYSTEM IIAS NOT BEE
USE OF A GARBAGE DISPOSAL.
S 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
S HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
TO CONSTRUCTION.
.0 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
EXCEED 3.0'.
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
3 BEDROOMS AT 110 GAL/DAY/BEDROOM = 33 GAL/DAY
SEPTIC TANK:
330 GAL/DAY x 2 DAYS = 66 GAL
USE 1500 , GALLON SEPTIC TANK
LEACHING AREA:
USE 3 CULTEC CHAMBERS (RECHARGER 330
WITH 4' OF STONE ALL AROUND (28' x 12' x 2' DEEP)
SIDE AREA: (28 + 12)2 x 2 = 160 SF(.74) = 118 GAL/DAY
BOTTOM AREA. 28' x 12' = 336 SF (.74) = 249 CAL/DAY
CAPACITY = 367 GAL/DAY
43
SEPTIC SYSTEM SECTION
COVERS WITHIN 12" OF
FINISHED GRADE
¢2A ttONB INSPECTION COVER
TOP OF FOUNDATION to aB WIIHIN K of GRADE)
38.0PSiEPTIC
ELEV.
ZI
(6" OF STONE UNDER OR
ELEV. MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14 DOWN
APPROVED BY:
DATE:
v� 4.
0/A/E HORIZON
aL
10 DECK 1441
LO SAND
8
IOYR 2/1
35
3 BEDROOM 26
B HORIZON
DWELLING
GARAGE 3
LOAMY SAND
24
30"
IOYR 6/8
83
PROPOSED
Cf HORIZON
FINE SAND
2SY 7/6
27
9'
Cl HORIZON
FINE SAND
1sa'
2SY 7/s
z4s
ar. 7. THE SEPTIC SYSTEM IIAS NOT BEE
USE OF A GARBAGE DISPOSAL.
S 8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
S HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
TO CONSTRUCTION.
.0 10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
EXCEED 3.0'.
SEPTIC SYSTEM DESIGN
FLOW ESTIMATE:
3 BEDROOMS AT 110 GAL/DAY/BEDROOM = 33 GAL/DAY
SEPTIC TANK:
330 GAL/DAY x 2 DAYS = 66 GAL
USE 1500 , GALLON SEPTIC TANK
LEACHING AREA:
USE 3 CULTEC CHAMBERS (RECHARGER 330
WITH 4' OF STONE ALL AROUND (28' x 12' x 2' DEEP)
SIDE AREA: (28 + 12)2 x 2 = 160 SF(.74) = 118 GAL/DAY
BOTTOM AREA. 28' x 12' = 336 SF (.74) = 249 CAL/DAY
CAPACITY = 367 GAL/DAY
43
SEPTIC SYSTEM SECTION
COVERS WITHIN 12" OF
FINISHED GRADE
¢2A ttONB INSPECTION COVER
TOP OF FOUNDATION to aB WIIHIN K of GRADE)
38.0PSiEPTIC
ELEV.
ZI
(6" OF STONE UNDER OR
ELEV. MECHANICALLY COMPACTED)
TEE SIZES:
INLET: 6" UP, 13" DOWN
OUTLET: 6" UP, 14 DOWN
APPROVED BY:
DATE:
v� 4.
37.75 L
ELEV.
D -BOX 37,08
3725 (6" OF ELEV.
ELEV. STONE
UNDER) 37.0
GAS BAFFLE ELEV,
AT OUTLET TBE
THOMAS MCLELLAN, P.E. 11 JOHN Z. DEMAREST JR., P.L.S.
2" PEASTONE
3/4" - 1 1/2"
�—WASHED STONE
ELEV. 37.5
35.0
/ m 4> ELEV.
E---- 28'
3 CULTEC CHAMBERS (RECHARGER S30)
WITH 4' OF STONE ALL AROUND
(28' x 12' x 2' DEEP) (H-20) 5.r
ADJUSTED GROUNDWATER ELEVATION = 29S w�
T T F Q N n .:� KWAGE PLAN
LOCATION
LOT 244 POLLOCK RIP ROAD
SOUTH YARMOUTH MA
PREPARED FOR--
REEF
ORREEF REALTY
SCALE: f= 30' DATE: 1211419
REFERENCE: LAND COURT CASE #31209G SHEETS 2 & 3
REVISED: 1-7-99 REVISED: 4-7-99
14'
24
10 DECK 1441
PROPOSED
24
3 BEDROOM 26
DWELLING
GARAGE 3
24
34'
PROPOSED
DWELLING
37.75 L
ELEV.
D -BOX 37,08
3725 (6" OF ELEV.
ELEV. STONE
UNDER) 37.0
GAS BAFFLE ELEV,
AT OUTLET TBE
THOMAS MCLELLAN, P.E. 11 JOHN Z. DEMAREST JR., P.L.S.
2" PEASTONE
3/4" - 1 1/2"
�—WASHED STONE
ELEV. 37.5
35.0
/ m 4> ELEV.
E---- 28'
3 CULTEC CHAMBERS (RECHARGER S30)
WITH 4' OF STONE ALL AROUND
(28' x 12' x 2' DEEP) (H-20) 5.r
ADJUSTED GROUNDWATER ELEVATION = 29S w�
T T F Q N n .:� KWAGE PLAN
LOCATION
LOT 244 POLLOCK RIP ROAD
SOUTH YARMOUTH MA
PREPARED FOR--
REEF
ORREEF REALTY
SCALE: f= 30' DATE: 1211419
REFERENCE: LAND COURT CASE #31209G SHEETS 2 & 3
REVISED: 1-7-99 REVISED: 4-7-99