REVISED ZONING REVIEW PLANRAIL: JULY E1995
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TP 145
1445 0'
TP— 146
143L
TP-314
144'0 0^
TP—SE
144.0
FOREST DECAY
FOREST DECAY
221,142.6
AND uesoiL
28
AND SUBSOIL
140.E
22-
SANDY LOAM
1425
MAY SET
CLAY SILT
SILT LOAM
5E`
139.0. 50"
138.2
60^
139.0 5C
139.E
SILLSANO.
SILTSANO
AND STONE
AND STONE
LOAMY SAND
12" MIN. EARTH
J
" SACKFUL.
2" DEPTH OF 1/8" -
. 1/2" WASHED PEASTONE
10" DEPTH OF 3/4" TO
" 1-1/2" WASHED
CRUSHED STONE
3.5
TYPICAL OF ALL
120 134.5 120 1322 D,. 134A TYPICAL LEACHING FIELD CROSS SECTION
PERM 51 PERCR ]i" WATER 0 92" WITNESSED BY WSAN GRIFFIN
RATE: 1' In 10 Mn. RATE 1" in 0 Kim BOR 12' FACTOR VARIGAMD MOTTLES 481 NOT TO SCALE
WATER 0103" WATER O 106" m ART WATER 0 100^ (ELEV, 135.3)
DAIS: PALMER 1, 1996
PERFORMED BY NNEG
BENCHMARK:
RIM EXISTING
DRAM MANHOLE LOT 11
ELEV=148.1
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+1 I Ir U
,6s VICINITY' MAP
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TOP VIEW
5 DIA � /
3, INLETS ( r /% / WIND C>
END VIEW 2�p 0"EAD
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POP PAXAX
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5, 5° DIA. OUTLETS /Au• /o, r r 0 i
r1
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CROSS SECTION VIEW
DISTRIBUTION BOX S
NOT TO SCALE
G G W N
N LOT 13
PLOT PLAN
0_6
1 SCALE: 1' = 40'
T
3.5"tl'a.
c"alo. O O ^aaaAax«
atlet
PLAN VIEW
20' ma_ ,,�e• (Ap) DWELLING
Type. 1I / t4
T TOP OF
i T FOUNDATION ELEV=150150.00
L. T s l
F-A!, 1 4, 6„ 1500 GALLON
,T 4•_0• 14550 REINFORCED CONCRETE 1448 144.67
11putl SEPTIC TANK
level
5.30
3"xdlla 1 145.05 DISTRIBUTION
LEY BOX
CIROSS SECTION VIEW uGa STABLE BASE
EA\RTH
BAC/KFILL
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LEGEND
DESIGN` DATA
+MD— EXISTING CQJNTOUR
DESIGN PERC RATE: I" IN 10 MIN
PROPOSED SONTOUR
DESIGN. FLOW. 4 BEDROOMS X 110 GPD/BDM = 440 RED REQUIRED
PRIDE INVERT' ELEVATION:
SYSTEM DESIGN USE 25' X 30' LEACHING BED
TEST PIT
BOTTOM. 25' LONG X 30' WIDE X 0.60G/SF 450 GPD PROVIDED
SEPTICTANIK..
DISTRIBUTION BOX
W — PROPOSED. WATER SERVICE LINE
w OBSERVED GROUNDWATER
" TABLE ELEVATION
RESERVE AFQEA
ZONING REQUIREMENTS IMUM
(MI )
AREA 80 000SF
.FRONT YARD SETBACK 50 FT'
1
SIDE YARD SETBACK 20 FT
REAR YARD SETBACK 20 FT
GENERAL NOTES'
1) THIS SYSTEM SHALL BE INSPECTED WHOM LEACHING. AREA IS FULLY JXCAVATED
AND WHEN ALL COMPONENTS ARE IN PLACE, MENTHE SYSTEM IS I'EADY FOR INSPECTION,:
THE CONTRACTOR .SHALL NOTIFY THE LOCAL BOARD OF HEALTH. .I
2) WASHED. CRUSHED STORE SHALL. BE FREE OF ALL DIRT, DUST AND FEES.
3) ALL ELEVATIONS ARE BASED ON ELEVATION DATUM
4) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS
OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF'CONSTRJCTON.
5)NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL SYSTEM SHALL BE MADE WITHOUT
PRIOR WRITTEN APPROVAL OF THE ENGINEER AND THE LOCAL BOARD OF HEALTH
6) UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN
ACCORDANCE WITH TITLE V OF THE STATE ENVIRONMENTAL CODE ANC ANY
APPLICABLE LOCAL REGULATIONS
]) SEPTIC TANK DISTRIBUTION BOX ETC SHALL BE MANUFACTURED BY A ROTONDO & SONS
OR APPROVED EQUAL
8) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE
STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL
9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS
OR ASPHALT CEMENT.
r1 W�iif
10) EXCAVATE ALL UNSUITABLE MATERIAL M LEAOHAR AREA"ANDLEAGKPJ_ UW `g13AN , «. GRAVEL AND COARSE SAND1.
11) THIS SYSTEM IS NOT DESIGNED FOR AGARBAGE DISPOSAL UNIT. M97 Nil- TO R,1:43
BOARD OF HEALTH STAMPS B`AJ
U
BOARD OF HEALTH STAMPS
.'3A10 6FDARTMOUTH
ZONING REVIEWED
•A VChangesMust
BeR030b nfited
of SEE REPORT
Y
P E STAMP SUBSURFACE SEWAGE DISPOSAL SYSTEM
OWNER. Fernando doSilva
ASSESSORS MAP & LOT:MC p DO Lot 12
STREET LOCATION Melnic Lane Deerfield Farms I
ENGINEERING FIRM
P.L.S. STAMP S�L/"� STEEP, WT /
FIT 5
0111 nea and ELAPY < ) eo9 x
Wn4 lee: Planning
^91neaM9 : eX(AND 096 1554
I-. �/ 1399 LIMIT OF EXCAVATION
SEPTIC TANK, SEASONAL HIGH GROUNDWATER ELEV.=T39
(DATE. October7, 1996 t.
SYSTEM PROFILE
NOT TO SCALE CONTACT
CONTACT PERSON; Daniel Aguiar
/CAD NO ' FILE N6 �11:P-1!'f6«= (':.
,l
$ WETINI
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LIMIT OF BORDERING
VEGETATED WETLANDS
a (BY OARTMOUW LVNSERVADON
COMM154DN)
WED 5
Wl
FINISH
GRADE EL. g403.0
4 € 4 € 4 €
5'
144.50
+ T MOVED
ATONE
14400