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SCALE:/Y'- APPROVED SY: DRAWN 6Y:
DATE:
DRAWING NUMBER
SOIL TEST
OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3
DATE OF TEST - 7`s''o DATE OF TEST DATE OF TEST
WITNESSED BY _�r//. WITNESSED BY ' % WITNESSED BY
PERC. RATE Z- MIN./INCH PERC. RATE 4-7- MIN./INCH PERC. RATE MIN./INCH
ELEV.= 11 S-ELEV.= IZ o ELEV=
31
Su f{o..1L � 7pF' �� SU QSOIL
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MED. SHti�O wI
C o13RLe=J
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WATER AT. 77'" EL= 5.5 WATER AT 72' EL= G' WATER AT
I
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EL=
TOP OF FOUND.
EL. _ 80 -
/0''D GAL.
SEPTIC
TANK
BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL= S S
ADJUSTED GROUND WATER TABLE ( / /;' /�) EL= ?,I
PROFILE OF
SEWAGE DISPOSAL SYSTEM
NOT TO SCALE
Y
J_ — _ _ _ _ _ — — — _ _ _
1 I
I I
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1 II r
J1 — IL
I
1 ! I
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INLET c
—24" DIL COVERS ---/
PLAN VIEW
FRAMES 8 COVERS SHALL
BE SET WITH MASONRY UNITS
WHICH ARE TO BE MORTARED
IN P ACE
n 6
3 MIN.
6" MIN. FLOW LINE
2 MIN.
... J10" MIN.
4 FT. MIN.
LIQUID
DEPTH
CROSS SECTION VIEW
SEPTIC TANK DETAIL
iQ')T T� CCA_i
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o
OUTLET
—�1
Af
!,,,RBAC
z
TAL E
V
F,P 1
p
20 FT
MIN.
GAL.
OUTLET TEE
A: E Or `E r, TANK
LIQUID DEPTH
10 FT.
MIN.
BELOW
FLOW LINE
4 FT
Ie
INCHES
JUL
t9
INCHES
CONCRETE
COVERS
4" SCH. 40 PVC
INCHES
CLEAN SAND
29
INCHES
8 FT.
34 INCHES
PIPE -MIN. PITCH
1/8" PER FT.
PRECAST
0 LOCATION MAP
'o 4' CAST
IRON (OR
LEGEND:
FLOWDIFFUSOR
2" LAYER
OF
FINAL CONTOUR 00
EQUAL)
PIPE -MIN.
12" MA
-
CATCH BASIN gym\
MIN. EL= /? L
1/8"-1/2"
WASHED
CONFORM TO D.E.Q.E. TITLE 5 AND THE
PITCH
1/4 PER FT.
5
BROUGHT TO WITHIN 12" OF FINISHED GRADE
- -
2
ESSENTIALLY THE SAME
STONE
OFFICE AS TO COMPLIANCE WITH TOWN
ZONING REGULATIONS. OWNER/ APPLICANT IS
TO OBTAIN SUCH DETERMINATION FROM
APPROPRIATE AUTHORITY.
is.._.b..:.:°-'.__—.J •'0: .:,
�.
n
-On �C
LEVEL
2% MIN.
STAMPS AND SIGNATURES
6. ALL COMPONENTS OF THE SANITARY SYSTEM
SHALL BE CAPABLE OF WITHSTANDING H-10
D:.
10 FT OF DRIVES OR PARKING AREAS. H-20
LOADING SHALL BE USED UNDER OR WITHIN
10 FT OF DRIVES OR 'PARKING AREAS
7 SETBACK REQUIREMENTS (MINIMUM)
FRONTS SIDE ZO REAR 2 Z
APPROVED: BOARD OF HEALTH
DATE AGENT
PROJECT LOCATION:
.ca
FLOW LINE
o.:...
Land Use
Techno%gy, Inc.
"I z
EL=
35 ROUTE 134 - lJNIT 3 - P O. BOX 237
EL=/G,
3
10 MIN.
-
c IF1C 1977
EL=
0
EL= r
EL= /3 -
DATE:
OR, BY: J
o o
cl o a o o Q»
0 0°
EL= /3.3
EL=/� o o
°
o
EL=
EL I
DIST
3/4"- 1 1/2N
29 R '
BOX
WASHED STONE
•K
/0''D GAL.
SEPTIC
TANK
BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL= S S
ADJUSTED GROUND WATER TABLE ( / /;' /�) EL= ?,I
PROFILE OF
SEWAGE DISPOSAL SYSTEM
NOT TO SCALE
Y
J_ — _ _ _ _ _ — — — _ _ _
1 I
I I
I i
,1
1 II r
J1 — IL
I
1 ! I
L
INLET c
—24" DIL COVERS ---/
PLAN VIEW
FRAMES 8 COVERS SHALL
BE SET WITH MASONRY UNITS
WHICH ARE TO BE MORTARED
IN P ACE
n 6
3 MIN.
6" MIN. FLOW LINE
2 MIN.
... J10" MIN.
4 FT. MIN.
LIQUID
DEPTH
CROSS SECTION VIEW
SEPTIC TANK DETAIL
iQ')T T� CCA_i
b
DESIGN CALCULATIONS
o
OUTLET
—�1
Af
!,,,RBAC
z
TAL E
V
F,P 1
"" =GAL./DAY
C D !EPTIC TANCAPACITY
GAL.
OUTLET TEE
A: E Or `E r, TANK
LIQUID DEPTH
TEE
DEPTH
BELOW
FLOW LINE
4 FT
Ie
INCHES
cT
t9
INCHES
F FT
24
INCHES
7 FT
29
INCHES
8 FT.
34 INCHES
DESIGN CALCULATIONS
Af
!,,,RBAC
z
TAL E
V
F,P 1
"" =GAL./DAY
C D !EPTIC TANCAPACITY
GAL.
Po n. v
A: E Or `E r, TANK
GAL.
Lf <= H:` : 'rFA REQUIPEVFNTS
GAL /.S F -=''v"
Min/vEr�;�El
10TT':M s .'r_ _.__ GAL ASP -✓
S
sA'NG CAP4iA7, (10TTOY + SIDEWALL)
_
"S!
GAL./PAS"
t
� � S
REr'z z CHING C."°ACITY
r:
0 LOCATION MAP
LEGEND:
EXISTING SPOT ELEVATION 000
EXISTING CONTOUR --- 00 - - - - - -
FINAL SPOT ELEVATION
FINAL CONTOUR 00
SOIL TEST LOCATION
TELEPHONE POLE -0-
HYDRANT 0'
TOWN WATER W =_ W
CLEAN OUT AND
INSPECTION COVER
8
PLAN VIEW
y
A
— l � 'Oi C
FRONT VIEW SIDE VIEW
FLOWDiFFUSOR DETAIL
NOT TO SCALE
i--REMOVEABLE COVER
OUTLET PIPES
�AS REQUIRED 7
INLET = \ FLOW ^/ d: OUTLET
ALINE T
0°
1" 2" 6
INLET TEE PROVIDED
PER SECTION 15.10.2
TITLE 5
NO. OF OUTLETS; ?
DIST. BOX DETAIL
NOT TO SCALE
GE1,1,ER1-, L A/07_,ES, C-ofvT 'Q
�) /1,1Y3/'LC S S///?LL /,3c S /�k'6=0 P.2/uK ?O 6XC/7V/; TIJ/
f7;ZE PE %L
J� C-lGd /`TC -CS S/// !_C_ L �fiQ T� v��/S� �✓17.5 fi'NQ
?hi4 icc-' Tc;
C(::).1Y1-,,17C'1- 71V,' C.) r 2
DAY 1'e�l/ HOWs S� /f✓ ir17//INGG=
W/.•� /V f�%gid GE�2T/F/G: /��✓ v�2 //�/Sf'EGTit;v,, /�
/hLC'
,L E//C, i Y.T.:G � i _`•" i c" �6 .S</��./. %�L= %�E' h/I :D %/E � %�/��
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--- - FORM 9/8/87
119:46 / OGUIS
ti
z
V
/V l
tNEUi�
/Sw/_0
Po n. v
Q�',MfiF'L-$7
t7 fit
Min/vEr�;�El
S
Fe
� � S
0 LOCATION MAP
LEGEND:
EXISTING SPOT ELEVATION 000
EXISTING CONTOUR --- 00 - - - - - -
FINAL SPOT ELEVATION
FINAL CONTOUR 00
SOIL TEST LOCATION
TELEPHONE POLE -0-
HYDRANT 0'
TOWN WATER W =_ W
CATCH BASIN gym\
GENERAL NOTES:
I. ALL WORKMANSHIP AND MATERIALS SHALL '
CONFORM TO D.E.Q.E. TITLE 5 AND THE
TOWN OF ,Y/IPr41owt-10 RULES & REGULATIONS
FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2.ALL COVERS TO SANITARY UNITS SHALL BE
BROUGHT TO WITHIN 12" OF FINISHED GRADE
3.EXISTING AND FINAL GRADES SHALL REMAIN
ESSENTIALLY THE SAME
4.NO DETERMINATION HAS BEEN MADE 'BY THIS
OFFICE AS TO COMPLIANCE WITH TOWN
ZONING REGULATIONS. OWNER/ APPLICANT IS
TO OBTAIN SUCH DETERMINATION FROM
APPROPRIATE AUTHORITY.
5. THIS PLAN IS VALID IF IT IS STAMPED AND
SIGNED IN RED. THIS OFFICE ASSUMES NO
RESPONSIBILITY FOR INFORMATION CONTAINEO I
ON COPIES WHICH DO NOT HAVE ORIGINAL
STAMPS AND SIGNATURES
6. ALL COMPONENTS OF THE SANITARY SYSTEM
SHALL BE CAPABLE OF WITHSTANDING H-10
LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT OF DRIVES OR PARKING AREAS. H-20
LOADING SHALL BE USED UNDER OR WITHIN
10 FT OF DRIVES OR 'PARKING AREAS
7 SETBACK REQUIREMENTS (MINIMUM)
FRONTS SIDE ZO REAR 2 Z
APPROVED: BOARD OF HEALTH
DATE AGENT
PROJECT LOCATION:
APPLICANT: -
/JFi.V Sr.1LL/ yflu
Land Use
Techno%gy, Inc.
(FORMERLY R. / O'HEARN , /NC. )
Engineers - Land Surveyors - Sanitarians
35 ROUTE 134 - lJNIT 3 - P O. BOX 237
SOUTH OENN/S, MA.
c isr .
c'
REVISIONS:
c IF1C 1977
SCALE: / /s �U /
DATE:
OR, BY: J
APPD. BY:
JOB NO.
3J87-/4/
SHEET _OF
--- - FORM 9/8/87