Site Inspectione�
LEGEND DESIGN DATA
SOIL DATA
DESIGN PERC RATE: 1" IN 20 MIN
100 [EXISTING CONTOUR
DESIGN FLOW: 4 BEDROOMS X 110 GPD BCM 440 GPD REQU"RED
'PROPOSED CONTOUR 'PROP/
#
TP-123 TP-124 SE #1 SE #2
0"
48'
LOAM
SUBSOIL-
101.5 0"
97.5 .36
TIGHT
SANDY LOAM
108'"
92.5 108"
TIGHT, MED.
LOAMY SAN
COBBLES
BOULDERS
1 JiR"I
88.33 160'
101.5 0"
4"
98.5
30"
92.5
60"
RR 1 r, 1 w"
SANDY
LOAM
B SANDY
LOAM
1OYR5/4
C1 SANDY
LOAM
7.5YR7/6
C2 A
LO MY
SAND
7.5YR7/4
101.5 - 0"
101.2 8"
99.0 32"
96.5 _ 84"
90.5 '14R
SANDY
LOAM
B SANDY
LOAM
1OYR5/4
C1 SANDY
LOAM
7.5YR7/6
C2
LOAMY
SAND
7.5YR7 4
/
"
101.3
100.6
98.6
PIPE INVERT ELEVATION SYSTEM DESIGN: USE 42' X 20' LEACHING QED
12" MIN. EARTH BOTTOM: 42' LONG X 20' WIDE X 0.5" G/SF = 445. GPD PROVIDED
BACKFILL i
'SEPTIC TANK ;
2" DEPTH OF 1 8" (DISTRIBUTION BOX
1 /2 WASHED PEASTONE w [PR WATER Dartmouth Building, Department
"
!PROPOSED WA E SERVICE LINE Slocum Road . P.O. Box 79399 . Dartmouth, MA 02747
„ " 508-910-1820 •.• FAX,S08 910-1838
10 DEPTH OF 3/4 TO
1-1 /2" DOUBLE WASHED (OBSERVED GROUNDWATER =
CRUSHED STONE
TABLE ELEVATION QNIIY c
,/ ,
94.3 ,, .
.h«_ . " q
( Lo..
Plat. Street.
�.
Sion Name.,._ _.. _. a _ :
I
w.
Own; r s Name.,
x a
.. +...
a , , ZONING RE 1RE1 .�
., per
x _
j$gg
88.96 �-vnn A nc Al i,.._ ..p_ r_'�� t.
DATE: DATE:6-27-94 DATE:10-23-01 DATE:10-23-01
"
• GRIFFIN WIT: E GRIFFIN
118 PERC LSD 120 WIT. SUE G SU
PERC ®
TYPICAL FIELD"
RATE:1 IN 9 MINUTES RATE:1 IN 19 MINUTES PERF: F.HANACK PERF: F.HANACK
NO WATER NO WATER MOTTLES 0 45" MOTTLES ® 56"
NO WATER NO WATER NOT TO SCALE
GWE=97.7 GWE=96.6
WT # 306.
DATE 3-23-94, WIT. BY WENDY HENDERSON i
WATER ENCOUNTERED ® 120"
/
4S 3
2s /
, N
/ o
2
/ 3
0
N _86 w
�o
8
9
_ LOCUS
MAP
w
I
30.5
/
iV 0
/ 0
D�
18.5
� O
/
BENCHMARK:
7.5"
o TOP OF CONCRETE BOUND
EL. 101.5 / ASSUMED SSUM D
TOP VIEW
3 ` 5" - DIA. INLETS
LOT 15A
# -
J
317696 Q. FT.
E
S i
> j
/ 7.29 ACRES
i
o,
/ o 40
I
. I
w
5, 5 DIA. OUTLETS
o
o
7p no
CROSS SECTION VIEW
S �-
WEL
/
� z
G
R
I
2
R
9 '
S
�
'I
2
h
0
DI
STRIBUTION
l� T10N
BOX 0 r
V V
24p> £ 4t
WT 307 p O 7
.� # O
0
NOT TO SCALE o O9 O . O
L'I1MIT ,
40 0 3 £ q; DE 5
O v 0 0 v �AVATZ
3 N
I
I co #3
0
T 3b6 e "J6. #� � l
70 :
N � 1 T # 24 LLl
1!/ �t-
>
/ 1
l
Ac N
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M
a /
� Q
s
1 0
-
10 s s
4 ,
i
2 7'
Q
w• ,
J r
Cp
._
8
i
N
3.5 dia. , -O ..
\ y
O)
kn ocko
�a. � t 5 d �.,._LO
Outle
t
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inlet -
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.
NOTE. 1. A A WITHIN T PROPOSED
� J LL WELLS LOCATED THI 200 0
PLOT PLAN
SCALE 1"30 S.A.S. ARE SHOWN.
'
O
2.) THE LOT IS LOCATED IN A SINGLE RESIDENCE �
PLAN VIEW $ (SR-B ZONING DISTRICT. O
)
- O
THIS LOT I A FIRM N 3. L S LOCATED IN A ZONE C.
20 dia. cover t
„ (YP) 4. PERCENT T RA 19 . PE LOT COVERAGE: o
1 � '
taper 5. 2 REQUIRED PARKING SPACES PROVIDED IN GARAGE.
Oo�
_E6.) THIS LOT IS NOT LOCATED IN AN AQUIFER ZONE.
T
FINISH GRADE
r =
7. THE CONSTRUCTON OF A SYSTEM IN THE RESERVE AREA MAY
ELEV. 106.0
REQUIRE THE ..INSTALLATION OF A RETAINING
• Q E G WALL.
•, 1 -7.5
1 -1 DWELLING
FINISH GRADE EL.= 104.0
5f_4„ 10„
"7 4'-0" TOP OF
liquid FOUNDATION
level
=
ELE 107.50 r.
3"wailsr
�S
3 1500 GALLON
,. REINFORCED CONCRETE
CROSS SECTION VIEW 102.62 ': 10245
CELLAR SEPTIC TANK
o 1
SLAB 103.25 :.. .. v 3/4--1 1/2' WASHED v
GAS BAFFLE DISTRIBUTION _ o ;, v V o
ELEV.=` 100.00 STONE v v
103.0
$OX
SEPTIC TANK
v
1
NOT To SCALE w :., : , _: # ..:..-.•:.... .., LEVEL STABLE BA SEASONAL HIGHGROUNDWATER 0 GROUNDWATER ELEV. `97.7
0 HOUSE LIMIfT OF EXCAVATEO
_ SEE NOTE #10 ELEV- 91.5
ELEV.- 97.7
X.
R.
4 "'i
SYSTEM PROFILE ,
�ewlT
r,`�a�V�.U�.
- /,fig .. _ ,. c►,.oM;*�
Cont�,et Person.
cr �
Desier's Specialty Pfe ional Engines °leyor ❑
FRONT YARD SETBACK 50
rian CI Other ❑
Samt�
SIDE YARD SETBACK 20'
c:Iw �ocslformslzonerev.lab Jul 27 2006
REAR SETBACK 0
n y ,
E DSEB C 2
i
GENERAL NOTES
i
1 THIS SYSTEM SHALL BE INSPECTED WHEN LEACHING AREA IS 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, pp
EI
DIRT_ DUST AND FINES.
WASHED .CRUSHED STONE SHALL BE FREE OF ALL 2
)
N ATUM,
3) ALL ELEVATIONS ARE BASED ON ASSUMED ELEVAT:O D
4 HEAVY EQUIPMENT HA NOT ALLOWED T ERATE OVER THE LIMITS OF,j THE
E VY EQU E SHALL BE L D 0 f_
OF THE SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION 01'• THE
Y ALL BE MADE MTHOUT
SYSTEM SHALL 5 N0 FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL
E
)
PRIOR .WRITTEN APPROVAL OF THE ENGINEER AND
THE LOCAL BOARD OF HEALTH.
I
sTS SHALL BE INSTALLED iN :!
6 UNLESS OTHERWISE NOTED ALL SYSTEM COMPONENTS
ACCORDANCE WITH TITLE V OF THE STATE ENVIRONMENTAL CODE AND ANY !'
I�
APPLICABLE LOCAL REGULATIONS.
I
d MANUFACTURED BY A. ROTO VD0 & .SONS
7 SEPTIC TANK DISTRIBUTION BOX ETC.:: SHALL BE .
1,
OR APPROVED EQUAL.
rca0f-1T TO AE USED AT eli t�rfll�iT un cry Q+c�cc ENTER OR LE" =, �'r+L'L CONCRETE
1�1=T'�
STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL.
9) ALL SHIPLAP JOINTS IN THE SEPTIC TANK SHALL E SEALED WITH NEOPRENE GASKETS
OR ASPHALT CEMENT. {j
it
10) EXCAVATE ALL UNSUITABLE MATERIAL IN LEACHING AREA AND BACKFILL WITH (CLEAN
GRAVEL AND COARSE SAND.
11 THIS SYSTEM IS NOT DESIGNED ' FOR A GARBAGE CISPOSAL UNIT.
BOARD OF HEALTH STAMPS
2 .74
1 5.
l
= 0*0 '34" €
THIS SYSTEM IS NOT 'VASH OF WATER CONSTRUCTION OF THIS
BACI
DN OR SEPTIC SYSTEM MUST
DESIGNED FOR GARAGE PuRFICAT[
ICES MAY COMPLET :D WITH
BE
RIDER WHIRLPOOL DE
VICES V THREE
OOL N
T 10
FILTRA �.
o RGED TO (3) YEARSOF THE DA
TE
USE OTHER HIGH o R C3 G WET NOT SE DISCHARGED
I'
OF
SYSTEM 31® APRVAL.
DEVICES* TIC .�
IS SEPTIC I
R 15.0104 (9)
i
HEALTH STAMPS
{
BOAR S
D F 0 H EAL
Et
`ES AS -BUILT
T
Q I
O
F
�, I
a<A ELEVATIONS I ST NOT E T ffEb"iE IT
ATE 7� REQUIRED
gY GHAGE WITHOUTAD
,�
DIE
FIL x > R .
dl I EI
� T�
dI
5
OFF
ICE
F
APPROVAL ., i
�. OF HEALTH � Q�� N�� �
NOT hU
t3� � A�REITI;E Tit£
D AR EFFECT1YI �', - �
1 IiESu OF
ANYANY
III
COARD I" I��ITN INSPECTION ,�T�II.I. 0 Tile
AVA DARTMOUTH I'�UAR F
REQUIRED WHEN EXCAVATED D
Of N
EALTM
SUBSURFACE SEWAGE
�7 u �+++ �� r� � DISPOSAL
�A,v1R�, S
FR._D f\.
����
r• .
OWNER. �3THE
JOSE �. RESA P ��U LO
c�a S7RUCTURFf � ,.,
F LOT• 15A
a
,. MAP 69
a
VENUE
A L B R O A �
5
DARTMOUTH MA
k f ,
i I
ENGINEERING FIRM:
P. uL. . TAMP
.. C SOC P.C.
02.2:.
CONSULTING ENGINEERS •
6 Mitaon Street
�.. n
South Dartmt�'.th, Massachusetts 02748
< - �- • v (sae) 9se-r2s FAX (sos) >�-M4 it
01.7 I"RO I., : I
h c�
N0 1r7 DATE: MARCH 2, 2002,.EViSED MAY 30,2002 j
y
y
CONTACT PERSON: FREE HANACK i
ACAD NO. FILE NO.
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