Zoning ReviewSOIL DATA
DESIGN DATA
2'
5'
34'
58'
DATE: SEPT.11,1997 PERFORMED BY: RICHARD ALVES WITNESSED BY: CHRIST❑PHER MICHAUD
n. TP-#118 Al 7 n. TP-#119 TP-#120
'0' LAYER
'A' LAYER
SANDY LOAM
lOYR 3/2
'B' LAYER
SANDY LOAM
IOYR 5/G
'Cl' LAYER
V.F. SANDY LOAM
2.5Y G/3
'C2' LAYER
MED. LOAMY SAND
2.5Y 5/3
51.5
2'
81.3
5'
78.q
32
7G.q
48'
'0' LAYER 'O' LAYER
'A' LAYER 'A' LAYER
SANDY LOAM SANDY LOAM
lOYR 3/2 lOYR 3/2
'B' LAYER
SANDY LOAM SANDY LOAM
lOYR 5/G 10YR 5/G
'Cl' LAYER 'Cl' LAYER
V.F. SANDY LOAM V.F. SANDY LOAM
2.5Y G/3 2.5Y G/3
'C2' LAYER 'C2' LAYER
MED. LOAMY SAND MED. LOAMY SAND
2.5Y 5/3 2.5Y 5/3
I nOL -1 79 7 q6' 1 74.1
PERG AT 5G' PERG AT GO'
RATE, 1' In 8 min. RATEl 1' In 10 min.
MOTTLES AT 32' C7q.0) MOTTLES AT 3G' (7q.1)
LEGEND
---
81.q
2'
81.7
G'
79.4
32'
78.1
38'
81.7
81.4
79.2
78.7
96' 73.9
MOTTLES AT 32' C7q.2)
too
EXISTING CONTOUR
PROPOSED CONTOUR
PPIPE INVERT ELEVATION
TEST PIT
0
SEPTIC TANK
❑
DISTRIBUTION BOX
W
PROPOSED WATER SERVICE LINE
V
OBSERVED GROUNDWATER
TABLE ELEVATION
RESERVE AREA
3, 5' DIA.
5"dio.
outlet
1"
toper
5-4"
30.5"
18.5"
7.5'
TOP VIEW
END VIEW
5, 5' DIA. OUTLETS
CROSS SECTION VIEW
DISTRIBUTION BOX
NOT TO SCALE
L 10'-6"
PLAN VIEW
CROSS SECTION VIEW
SEPTIC TANK
NOT TO SCALE
3.5"dia.
knockouts
inlet
EARTH BACKFILL \\
4 oD 0° c 0 C) O 0 0° 00
00 a 00 ° � a0 �o 0 O0
Op ° a 0 O 00 o °° a 04Co a 0
0
v
° °° ° v° 'd ° d v° v °
v d ° v v d
°° h°v v v vd °d ° v v° v v vd v d dvd v°° d° ° °°
° o o e Cs° o d v° v vd ° d v v° v v v v v vd v ° o°° o° - v° v° v
v
DESIGN PERG RATE: V IN 10 min.
DE51GN FLOW: 4 BEDROOMS X 110 GPD/BDM = 440 GPD REQUIRED
12' MIN. EARTH SYSTEM DESIGN: U5E 50' LONG X 18' LEACHING BED
12" BACKFILL
BOTTOMS 50' LONG X 18' WIDE X 0.GO G/5F 540 GPD PROVIDED
- 2' DEPTH OF 1/8' -
2' 1/2' WASHED PEA5TONE
10' DEPTH OF 3/4' TO
10' 1-1/2' WASHED
GRU5HED STONE
TYPICAL LEAC�tING FIELD GROSS SECTION ESTATE LOT 26
NOT TO SCALE AREA=240.567 SF
.. � C5 52 A(;RFc,�
PROPD
\ \ \ \ \ WELL \ \
1 \ \ \ \\\ \ PR\UP05E \\ ` \,
\�WATE$ 5ERVIs E 4� 1 L
\ \
PROPOSED � W , \
24'X24' 4 BEDROOM FAMILY \
GARAGE ® 40 �! I / `\
DWELLING ROOM ® ® TP#120
J \ .O.C.=q5.5 \
® i - \
LIMIT OF / 0 84 \
\ \ 10\ \ \ \ EXCAVATION \ \
m � 5 TYPICAL �
\ \ \ P#llq
TP#1 8 \
\ �17
84
62
\ l N BENGtiMARK= TOP OF 1 \ \ \ \
i SPIKE ELEV. 85.8''
4G•20`\ \� \
i
50'
CD
�yrssYrri:Fws�ossd
�rvaax ��eaaaa�vo�
j
/
NOTES: 1. THIS LOT IS
PART OF
AN APPROVAL NOT
REQUIRED SUBDIVISION PREPARED FOR ALLAN
SCHELL et al
LOGATED
ON DIVISION ROAD.
DWELLING / /' 2. THE LOT 15 LOCATED IN A SINGLE RE5IDENGE
/ B C5R-13) ZONING DISTRIGT.
t
ZONING REQUIREMENTS (MINIMUM)
AREA 240,000 SF C1G0,000 CONTIGUOUS UPLAND)
FRONT YARD SETBACK 60 FT
51DE YARD 5ETBAGK 20 FT
,p
REAR YARD 5ETBAGK 20 FT
0
GENERAL NOTES
N
1)
THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA 15 FULLY EXCAVATED
AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTEM IS READY FOR INSPECTION,
THE CONTRACTOR SHALL NOTIFY THE LOCAL BOARD OF HEALTH.
2)
WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT. DUST AND FINES.
3)
ALL ELEVATIONS ARE BASED ON A55UMED ELEVATION DATUM.
4)
HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS
OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION.
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.
G)
UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN
ACCORDANCE WITH TITLE V OF THE STATE ENVIRONMENTAL CODE AND ANY
APPLICABLE LOCAL REGULATIONS.
7.)
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.
°)
ALL 5HIPLAP JOINTS IN THE SEPTIC TANK SHALL BE SEALED WITH NEOPRENE GASKETS
OR ASPHALT CEMENT.
10)
EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFILL WITH CLEAN
GRAVEL AND COARSE SAND.
11)
THIS 5Y5TEM 15 NOT DESIGNED FOR A GARBAGE DI51`05AL UNIT.
New Bedford City Rifle Ra
,GcReys Corner
LOCUS ACNER
S th Wes t POTTERS us Its Is
WAY
SLADES
LANE P et River
SLA1)E$ CODER best I ook
Stades Corner
PLOT PLAN 3. THIS LOT IS LOCATED IN A FIRM ZONE G .
TOP OF -
FOUNDATION -j;. FINISH GRADE 4. PER GENT LOT COVERAGE: 27. VICINITY �IAP
ELEV.= g5.50 ELEV. = 94.50 SCALE: 1 =40 5. REQUIRED PARKING SPACES PROVIDED IN
GARAGE.
FINISH GRADE EL.=85.0
54.. ,
T '
SLAB ELEV.= 5' 5`
87 8
1500 GALLON
87.83 REINF❑RCED CONCRETE 4 7 84,10 _ ° °
83.70
4'-6" SEPTIC TANK
84.00
87.63 DISTRIBUTI❑N ° v 3i4'-1 1/2' WASHED
87.38 ° ° STONE
BOX °
v v
1 ° ° 83.20
LEVEL STABLE BAS
3" LIMIT OF EXCAVATION 77.0
5EA50NAL HIGH GROUNDWATER ELEV.= 79.2
SYSTEM PROFILE
BOARD OF PEALTP STAMPS
■��Ay.y�.�`�' q Wir A� � �'�� � °MOUTH
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Le
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By
BOARD OF HEALTP STAMPS
I
P.E. STAMP SUBSURFACE SEWAGE DISPOSAL SYSTEM
.� OWNER: MARIA GORDON
�°' I�" -.4, 1 ; ASSESSORS MAP + LOT: ESTATE LOT #213
o 321
6STREET LOCATION: OFF SLADES FARM LANE
o� 0! TSB
ENGINEERING FIRM:
P.L.S. STAMP SITEC, Inc. P E C a i V E D
13 Welby Road
k9E1124C New Bedford, MA 02 5
(508) 998-2125 OCT 7199T
Civil. and Environmental Engineering FAX (508) 998-7554
Land Use Planning
DATE: SEPTEMBER 23, 19g7 � -oaf �I�FHF ---
EIIARD IHEALTN
CONTACT PERSON: BRIAN LEVESQUE.
ACAD NO. TFILE NO, --1 7
i