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BUILDING DEPARTMENT[_,Y Z
''"`" r ,p Town of Dartmouth
P. rn i+.1f.1, r t
No
00000 M. �20�
a
PROPOSAL -fj=
An As Built Survey mint be
submitted to th^ Dzilding
Dept.
prior to cal for J 0 8
a foundation inspection or 6 Z
any further comtruction,
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96___
96 Note: Engineer Lawrence P. Silva Shall Be Contacted
At Time of Excavation, Prior To installation
To Verify Soil Consistency And Groundwater Levels.
/ Contractor Shall Call (508) 588--1300 To Arrange
For Engineer.
S 1 '3 17` W 143.40' -�
o PROPOSED 10' REMOVE 9$
/ de REPLACE AREA v
34.00' 10.00'
r' (TYP)
20.00'
I,
R100.
W
This System Is Not ;
n
For Garbage Grinder, ��ifhIrI pool Q
Or Other High Water Use Devices.
C
EXISTING
WELL
LEGEND
EXIST CONT. - -400- -
PROPOSED CONT. 100-
EY:ST ELC\/• y IAA 00
PROPOSED ELEV. F-100.00
FINISHED SURFACE
GRADE FLOW
TEST PIT LOCATION 4
GROUND WATER
ENGINEERS AS -BUILT
PLAN & CERTIFICATION
STATEMENT REQUIRED
SOIL EXAMINATION REPORT DATE JUNE 29, 1989
TEST CONDUCTED BY: PAUL MACEDO1HANACK ASSOCIATES
BOARD OF HEALTH WITNESS: WENDY W_HENDERSON
TEST PIT "A" TEST PIT "B"
GROUND SURFACE ELEV. 97.00 1GROUND SURFACE ELEV. 97.50
LOAM & SUBSOIL
TIGHT SILTY
SAND WITH
STONES
*WATER 0
SAND WITH
SILT,STONES
& COBBLES
t
MEDIUM SAND
SOME SILT E
BOTTOM
94.4
30.4
39.6
16.1
;4.8
LOAM & SUBSOIL
TIGHT SILTY
SAND WITH
STONES
FINE MEDIUM SAND
SOME SILT, STONES
& COBBLES
i
BOTTOM
9 (TYP) I
I
I I
I � I
"A"
PT I PT
I
ko
/ SLAB 12.0
ON
RAD
i
PROPOSED
DWELLING
T.O.F.=100.00
8
0
0
0
6.00'
(TYP)
PROPOSED 5 ROWS OF 1.5'x 2'x 90'
LEACHING TRENCHES
o 0
7
Of rn BOARD OF HEALTH INSPECT10i I
REQUIRED WHEN EXCI*VAJED
O
2.00'
TYP
m
PROPOSED D-BOX
PROPOSED 11250 GAL
SEPTIC TANK
10.00' NOTE:
29.61' BENCHMARK TAKEN FROM PLAN .ENTITLED
"TOPOGRAPHIC AND PLANTING PLAN" PREPARED
BY "HANACK ASSOCIATES, P.C." OF FALL
g RIVER DATED 5/4/89
� N
O
}
PROPOSED 3
WELL 55.38'
0
P
a'
o
w
o
0
8
a
LAo
cn
d
a
N 13'34'02" 150.00'
VBENCHMARK
-v TOP CTR. HYDRANT �0
ASSUMED ELEVATION 97.91 co
=90.91 M.S.L.
REVISION #1 8/27/90
ADDED WELL TO FRONT OF PROPERTY
REVISION #2 8/31/90
REDESIGNED PROPOSED SEPTIC SYSTEM FOR
30 MIN/INCH RATE
REVISION #3 9/11 /90
REVISED WIDTH OF LEACHING TRENCHES FROM
12" TO 24"
REVISED SPACING BETWEEN TRENCHES FROM
A' TV Ei'
BAKERVILLE ROAD NOTE:
1 ALL RAMC -
NOTE:
ANY STRUCTURE UNDER ANY PAVEMENT
AREA SHALL BE H-20 LOADING
BOARD OF HEALTH VISPECTIO"I
REQUIRED WHEN EXCAVATED
RVIOUS MATERIAL BENEATH LEACHING FIELD
AND FOR A DISTANCE OF 10_ FT IN ALL DIRECTIONS
THEREFROM IS T BE REMOVED TO ELEV.8-2&9±
ELE
VATIO PFJ8TAgad H CLEAN SAND TO ELEV. 2.L7
CHANGED WITHR
OF HEALTH APPROVAL FOUNDATION
SCHEDULE 40 4" SCHEDULE 40 PVC
4" UNPERFORATED OR 4" CAST IRON PIPE
PIPE SLOPE AT 18" PER FT. SLOPE AT 11-5"PER FT.
ACCESS MANHOLES -
94.9 Z
Of
0 2 5.
iv v LEACHING
TRENCH
D-BOX
90.1 2"-1 /8' TO 1 /2" WASHED STONE
\- 4" PERFORATED PVC PIPE SLOPED, 0 1 /8" PER FT.
18"-3/4" TO 1 1/2" WASHED STONE
LEACHING TRENCH DISTRIBUTION BO
35.1
SIZE 5 0 2'X 1.5'X 90'
INVERT IN 96.62
INVERT END 9.6.17
BOTTOM OF FIELD 94 67
X
NO OF INLETS 1
NO OF OUTLETS 5
INVERT IN 97.03
IN 96 82
Uj 14"
4' OUTLET TEE
3"
3' 10"
4- INLET TEE
SEPTIC TANK
SEPTIC TANK
CAPACITY 1250 GAL.
INVERT IN 97.33
INVERT OUT 97.08
14.25
FOUNDATION
SIZE 27 X 45
ELEV. 100.50
97 62
rtKL.. I t5 1 VERT OUT INVERT OUT
PERC. TEST FINISH GRADE* 98.12 FINISH GRADE 98.34 FINISH GRADE 98.68 99.00
TAKEN AT 8•1F FEET TAKEN AT 8.83 FEET -- - FINISH GRADE
RATE = 28 MIN/INCH RATE _ _11_ MIN/INCH
---
'HE AP 'OVAL BY THIS OF UND WATER OBSERVED AT T.P.#1 ON 4/25/89
DOES OT GUARANTEE MARK BOUCHER OF HANACK ASSOCIATES
EFF TIVENESS OF ARM TNESSED BY SUSAN GRIFFIN OF DARTMOUTH B.O.H.
ARTM TH BOARD OF HEALTH RESERVED FOR BOARD OF HEALTH
APPROVED REMARKS LEACHING AREA DESIGN ANALYSIS DESIGN PERC RATE _30 MIN/INCH
0 of ff I �� ARD of HE.!�L�'Ii j LOT HAS _NOT BEEN STAKED _4 BEDROOMS AT 110 GPD/BDRM= 440 GPD 1001.5X2ENDWALL AREA '0-S.F.X _33 - JQ GPD
LA ♦ I TYPE OF HOUSE -4 BEDROOM_ TOTAL REQUIRED = 440 GPD o®1_SXso SIDEWALL AREA= 1350S.F.X �33 = 44 CPL
P. i 4 y t ___-_ COLONIAL NOTE: THE DESIGN OF THIS SYSTEM DOES NOT PERMIT THE USE -
--------------- TOTAL LEACHING AREA= 1365 S.F.
e► SILVA .'^� / , OF GARBAGE DISPOSAL UNITS. NO PERMANENT STRUCTURE
ASSESSORS PLAN SHALL BE CONSTRUCTED OVER THE RESERVE AREA. WITH CAPACITY OF 4_55 GPD
TE.Q�'�TOyV1V o i ARTrti�OU'I` MAP- 29_LOT_59_ IT SHALL BE THE CONTRACTORS T
ZONING CLASSIFICATION SR_A RESPONSIBILITY TO NOTIFY ALL SEPTIC DESIGN PLAN
GNAtE ��� UTILITY COMPANIES AND AGENCIES PREPARED FOR:BAKERVILLE ROAD REALTY TRUST
MIN SETBACKS F.30 S. 10 R•:! PRIOR TO CONSTRUCTION FOR LOCATION: BAKERVILLE ROAD DARTMOUTH, MASS.
LOCATION OF ALL UNDERGROUND
uTIUTIEs PREPARED BY: SILVA ENGINEERING ASSOCIATES, BROCKTO', MASS
I CERTIFY THAT THE SEWAGE DISPOSAL FACILITY SHOWN HEREON HA EN THE STANDARD DISPOSAL FACILITY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SCALE: 1 INCH= 30 FEET (DETAILS NOT TO SCALE)
DESIGNED IN ACCORDANCE WITH THE REGULATIONS OF THE LO OF THE REQUIREMENTS OF TITLE 5 OF THE STATE ENVIRONMETAL CODE AND NO DATE: AUGUST 15, 1990
HEALTH AND TITTLE 5 OF THE STATE ENVIRON TAL CODE. VARIATIONS FROM THIS DESIGN SHALL BE ALLOWED WITHOOT PRIOR APPROVAL OF CONTACT PERSON: LAWRENCE P. SILVA
F
��,n-Y •'� /b2�; THIS OFFICE. DUE TO SOIL CONDITIONS, WATER TABLE ELEVATION AND ACCEPTABLE ADDRESS: 369 COURT ST. BROCKTON, MASS.
NGIN MATERIAL FOUND CAN VARY MUST BE VERIFIED PRIOR TO TIME OF CONSTRUCTION. TELEPHONE: 508 588-1300
,y.
ZONING DATA
MINIMUM REQUIREMENTS:
AREA-40,000 S.F.
FRONTAGE-150 FT.
REQUIRED SETBACKS:
FRONT-30 FT.
REAR-30 FT.
SIDE-10 FT.
. � • LAWRIENISE
CL y
SILVA
A p�N_z381-CO ti
TEQ`�
I CERTIFY THAT THE FOUNDATION SHOWN HEREON HAS
BEEN CONSTRUCTED IN ACCORDANCE WHITH THE RULES
AND REGULATIONS OF THE DARTMOUTH ZONING BY -LA S
i
DATE ENGINEER-
LLJ
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2.80'
25.20'
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SILVA ENGINEERING ASSOCIATES
FOUNDATION AS -BUILT PLAN
/369
ry
COURT STREET
BROCKTON, MA 02402
DARTMOUTH MASS.
..;,..�.
(508) 588-1300
,
m C so 20 ,o m
PREPARED FOR
John Hunter
SCALE IN FEET
NO
CALCD
DRAWN
CHKD
APPRVD
SCALE
DATE
ACAD FILE
SHEET
BY
R.R.V.
L.P.S.
1"=20'
11/9/90
DTMASBPI
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