HomeMy WebLinkAbout26.94 - Site and Sewage Plan (Copy 2)LOCUS PARCEL. S 84-1
b CURRENT. ZONING: R-25 (1930 SUBDIVISION)
z BUILDING SETBACKS:
b F: 30' S: 6' R: _�_
UTK SHORE DR FLOOD ZONE: B & A 8 (EL 10)
s0
NANTUCKET
SOUND
LOCATION MAP
LOT 179
9,200 t S.F.
(0.21 ± AC.)
i
fo
KEY
12 4 BE,)ROOMS AT 110 CAL/DAY/BEDROOM =A�a GAL/DA 65' PATIO
SEPTIC 'TANK:
440 G. iL/DAY x 2 DAYS = 880 GAL PROPOSED
11.0 USE 1500 GALLON SEPTIC TANK 4 BEDROOM
DWELLING
LEACH14 !G AREA: �'
/q
4 USI'6 6 INFILTRATORS (HIGH CAPACITY CHAMBERS)
OF STOME..ALL liROU..t\TP._.- (45.5'_: -,11-x ,1"_..D ,E1p� -- _�o=- --
e - -
o s
SIDE AREA: (56.5)2 x 10/12 ='94 SF (.74) _ _0 GAL/DAY GARAGE P28*
H
BGS rTOM AREA: 45.5' x 11' = 500.5 SF (74) = 370 GAL/DAY 2f 1�
10.0 CAPACITY = 440 CAL/DAY PROPOSED DWELLING
SEPTIC SYSTEM SECTION
2 PEASTONE
COVERS WITHIN 12" OF
j~ 13.0 FINISHED GRADE 314" - 1 1/2"
(ONE COVER WITHIN 6" of
I FINISHED GRADE) WASHED STONE
TOP OF FOUNDATION
9.0
T7-
ELEV.= 9.6
9.5 n
- BENCHMARK AT j ELEV. 9.19 • .
CONC. BOUND
ELEV.;- 9.0' 9.75 D -BOX = ' 8.3
zloo
w 1500 CAL 9.36 6 OFELEV. 9.13 .F� EELEV.
ELEV. SEPTIC TANK (" (6" OF STONE UNDER OR ELEV. STONE ELEV. 45,vr
ELEV. MECHANICALLY COMPACTED) UNDER) 6 INFILTRATORS (HIGH CAPACITY CHAMBERS)
TEE SIZES: GAS BAFFLE WITH 4' OF STONE ALL AROUND
INLET: 6" UP, 13" DOWN AT. OUTLET TEE (455' x 11' x 11" DEEP)
OUTLET: 6" UP, 14" DOWN ADJUSTED GROUNDWATER ELEVATION = 3.3�
SITE AND SEWAGE PLAN
EXISTING CONTOUR: - APPROVED BY: DATE:
PROPOSED CONTOUR:
LOCATION.
EXISTING SPOT ELEVATION: 25.5 129 WILFIN .ROAD
PROPOSED SPOT ELEVATION: 25 f,yka`�'Y� ti �' NOF
TEST HOLE: SOUTH YARMOUTH MA.
' v l:Yr3i..is r
UTILITY POLE: -O- �;•
FENCE LINE: .� .. �_ DF - 6T JP PREPARED FOR:
HYDRANT: -b- `� K �' �� �o SAM HOMSI
RETAINING WALL: DM . C FEss�o
TREE: �j I DEMAREST-JICLELLAN ENGINEERI.i �' *� �---' &URSCALE: 1"= 20' DATE: 7-13-98
24 SCHOOL STREET P.O. BOX 463
FEST DENNIS, MASSACHUSETTS U�9'?'0 REFERENCE: BLAND COURT CASE #14114 A&H
DM # 98-09� (D29F15) PHONE FAX : (508) 398-7710, . THOMAS Mc ELLAN, P.E. JOHN Z. DEMAREST JR., P.L,S. REVISED: 6-9-99
1
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TMJ ST HOLE LOGS
1. VERTICAL DATUM. NGVD
ENGINEER: THOMAS McLELLAN, P.E.
.2. MUNICAPAL WATER IS AVAILABLE.
WITNESS: AMY VON HONE, R.S.
3. SCHEDULE 4.0 - 4" PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
DATE: _. 5-14-98
4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10
PERCOLATION RATE: < 2 MIN/IN
LOADING SPECIFICATIONS.
5. PIPE PITCH = 118" & 114" PER FOOT, (UNLESS NOTED OTHERWISE).
TH-,T H-2
10A
10.5
6. FIRST 2' OF PIPE OUT OF D -BOX TO BE SET LEVEL.
N
ELEV
ELEV.
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
A HORIZON
�)
A HORIZON
USE OF A GARBAGE DISPOSAL.
j s"
o �/
9.5 12
��iz�D
95
B. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
B HORIZON
B HORIZON
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
26"
LOAMY SAN_'.
R 8 5/
fOYR S/
7.8 24"
LOAMY SAND
fOYR 5/8
8.5
HEALTH REGULATIONS.
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
Cl oh
C1 HORIZON
LOAMY SANG
LOAMY SAND
TO CONSTRUCTION.
54"
2.5Y 7/3
5.5 38
2.5Y 7/3
7.3
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
C2 HORIZ01'
C2 HORIZON
EXCEED 3.0'.
1
t 8e"
z.6Y /3 S` ND
2.7 96"
MEDIUM3 SAND
2.5
ki
11. EXISTING CESS POOL(S) ARE TO. BE PUMPED AND REMOVED. -
96"
2.0 114"
1.5
12. ALL UNSUITABLE SOIL (A & B HORIZON, APPROX. 26" DEEP) WITHIN 5'
OF P 0 OSED LEACH AREA IS TO BE REMOVED AND REPLACED WITH
:. USG.; GROUNDWATER ADJUSTMENT:
EDIUM SAND.
j
Irl LL: MIW-29, ZONE: A, ADJUSTMENT: 0.6'
C/�,
�C �' ✓
12 4 BE,)ROOMS AT 110 CAL/DAY/BEDROOM =A�a GAL/DA 65' PATIO
SEPTIC 'TANK:
440 G. iL/DAY x 2 DAYS = 880 GAL PROPOSED
11.0 USE 1500 GALLON SEPTIC TANK 4 BEDROOM
DWELLING
LEACH14 !G AREA: �'
/q
4 USI'6 6 INFILTRATORS (HIGH CAPACITY CHAMBERS)
OF STOME..ALL liROU..t\TP._.- (45.5'_: -,11-x ,1"_..D ,E1p� -- _�o=- --
e - -
o s
SIDE AREA: (56.5)2 x 10/12 ='94 SF (.74) _ _0 GAL/DAY GARAGE P28*
H
BGS rTOM AREA: 45.5' x 11' = 500.5 SF (74) = 370 GAL/DAY 2f 1�
10.0 CAPACITY = 440 CAL/DAY PROPOSED DWELLING
SEPTIC SYSTEM SECTION
2 PEASTONE
COVERS WITHIN 12" OF
j~ 13.0 FINISHED GRADE 314" - 1 1/2"
(ONE COVER WITHIN 6" of
I FINISHED GRADE) WASHED STONE
TOP OF FOUNDATION
9.0
T7-
ELEV.= 9.6
9.5 n
- BENCHMARK AT j ELEV. 9.19 • .
CONC. BOUND
ELEV.;- 9.0' 9.75 D -BOX = ' 8.3
zloo
w 1500 CAL 9.36 6 OFELEV. 9.13 .F� EELEV.
ELEV. SEPTIC TANK (" (6" OF STONE UNDER OR ELEV. STONE ELEV. 45,vr
ELEV. MECHANICALLY COMPACTED) UNDER) 6 INFILTRATORS (HIGH CAPACITY CHAMBERS)
TEE SIZES: GAS BAFFLE WITH 4' OF STONE ALL AROUND
INLET: 6" UP, 13" DOWN AT. OUTLET TEE (455' x 11' x 11" DEEP)
OUTLET: 6" UP, 14" DOWN ADJUSTED GROUNDWATER ELEVATION = 3.3�
SITE AND SEWAGE PLAN
EXISTING CONTOUR: - APPROVED BY: DATE:
PROPOSED CONTOUR:
LOCATION.
EXISTING SPOT ELEVATION: 25.5 129 WILFIN .ROAD
PROPOSED SPOT ELEVATION: 25 f,yka`�'Y� ti �' NOF
TEST HOLE: SOUTH YARMOUTH MA.
' v l:Yr3i..is r
UTILITY POLE: -O- �;•
FENCE LINE: .� .. �_ DF - 6T JP PREPARED FOR:
HYDRANT: -b- `� K �' �� �o SAM HOMSI
RETAINING WALL: DM . C FEss�o
TREE: �j I DEMAREST-JICLELLAN ENGINEERI.i �' *� �---' &URSCALE: 1"= 20' DATE: 7-13-98
24 SCHOOL STREET P.O. BOX 463
FEST DENNIS, MASSACHUSETTS U�9'?'0 REFERENCE: BLAND COURT CASE #14114 A&H
DM # 98-09� (D29F15) PHONE FAX : (508) 398-7710, . THOMAS Mc ELLAN, P.E. JOHN Z. DEMAREST JR., P.L,S. REVISED: 6-9-99
1
�� T7.