HomeMy WebLinkAbout83-850 Site PlanSOIL TEST
OBSERVATION HOLE I
OBSERVATION
f�
HOLE 2
OBSERVATION
HOLE 3
DATE OF TEST �`!-B6
DATE OF TEST
�-/`S�
DATE OF TEST
WITNESSED BY L D
WITNESSED
BY
2. n
WITNESSED BY
8
PERC. RATE MIN./INCH
PERC. RATE
,
MIN./INCH
PERC. RATE
MIN./INCH
ELEV.= ✓(
o a o Q
a
ZLEV. = ;>=>
EL-
ELEV.=
O"
n o 0
0 0 0
GAL-
o
o 0
�
i
is
7
G
T.s
D �
EL= .G
EL=
�i
3/4"- 1 1/2
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GFe�r '
WASHED STONE
Ii L ANT) C,416t
q,c,
5,Ati D
7 LOCATION MAP
sA,v
EXISTING SPOT ELEVATION 00X0
EXISTING CONTOUR --- 00 - - - - - -
W, 0, t
Nzo L_ Ll
e WATER AT ES' EL= 1.1 WATER AT e2L' EL= r -B WATER AT EL =
• YOP of CB _ c % %
MSL Ro�D
l -- _
71 4
TOP OF FOUND
EL.10 FT. MIN.
41 4° CAST IRON (OR
EQUAL) PIPE- MIN.
PITCH 1/4 PER FT.
EL= B.7
EL= F -'T
114 T E. A,'-
2 ^ SG
l
0
1 c'�o
1 'A
1 / I
'7 r'
y o v J
L
S�� z
1, \ ,
r'
M1
(nFr�� G\\\�f'
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/)
a� tip• C�
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0,4
N _ I
\ rh ee
� r
_ —tY
�s
C)�
\ / J
To f3 e /
7Xvt D
I\
20 FT. MIN.
CONCRETE
COVERS
FLOW LINE
�IMIN.
4" SCH. 40 PVC CLEAN SAND
PIPE -MIN. PITCH
1/8" PER FT PRECAST
FLOWDIFFUSOR 2" LAYER OF
MIN. EL-_ 1/8"-1/2" WASHED
2'_0" = - STONE
2% MIN.
_ LEVEL t,( y,/
EL=
EL= 29
DIST
e e = Z.F BOX
L"'70 GAL.
SEPTIC
TANK
PROFILE OF
SEWAGE DISPOSAL SYSTEM
NOT TO SCALE
-J
I 1
I I
I
I
1 _ _ L
I
I � I
I 1
I \ ,
/
— 2,E• DIA COVERS —'
PLAN VIEW
�'=AMES 8 COVERS SHALL
EE SET WITH MASONRY UNITS
APE TO BE MORTARED
IN P SCE
I 7
f�
NUMBER OF BEDROOMS _
-q-
i
2�
P
?
g�
EL= P-1
REQUIRED SEPTIC TANK', CAPACITY...-
8
GAL.
ACTUAL SIZE OF SEPTIC TANK
,
GAL.
i)
�
1�
I >
o a o Q
a
v2,
�� o
EL-
r�J
o
n o 0
0 0 0
1, \ ,
r'
M1
(nFr�� G\\\�f'
�� S �, j� ••� Tie ee
/)
a� tip• C�
/ Rp aj
0,4
N _ I
\ rh ee
� r
_ —tY
�s
C)�
\ / J
To f3 e /
7Xvt D
I\
20 FT. MIN.
CONCRETE
COVERS
FLOW LINE
�IMIN.
4" SCH. 40 PVC CLEAN SAND
PIPE -MIN. PITCH
1/8" PER FT PRECAST
FLOWDIFFUSOR 2" LAYER OF
MIN. EL-_ 1/8"-1/2" WASHED
2'_0" = - STONE
2% MIN.
_ LEVEL t,( y,/
EL=
EL= 29
DIST
e e = Z.F BOX
L"'70 GAL.
SEPTIC
TANK
PROFILE OF
SEWAGE DISPOSAL SYSTEM
NOT TO SCALE
-J
I 1
I I
I
I
1 _ _ L
I
I � I
I 1
I \ ,
/
— 2,E• DIA COVERS —'
PLAN VIEW
�'=AMES 8 COVERS SHALL
EE SET WITH MASONRY UNITS
APE TO BE MORTARED
IN P SCE
CLEAN OUT AND
INSPECTION COVER
PLAN VIEW
LI �i
FRONT VIEW SIDE VIEW
FLOWDiFFUSOR DETAIL
NOT TO SCALE
A. C
INLET
3 1"1J o OUTLET -REMOVEABLE COVER
—�`6 1.'I; FLOW LINE- -OUTLET PIPES
q' 2 Mi•. AS REQUIRED
_110" MR4.
0'
I J4.
H. �1
/2
°. INLET \ FLOW OUTLET
�1)NLINEr_1 �.
FT. MIN. - o.
LIQUID G- I' 2 6°
DEPTH
/INLET TEE PROVIDED
a
PER SECTION 15.10.2
TITLE 5 +
NO. OF OUTLETS -
CROSS SECTION VIEW OUTLET TEE
DIST' BOX DETAIL
LIQUID DEPTH TEE DEPTH
SEPTIC TANK DETAIL BELOW FLOW LINE NOT TO SCALE
NOT TO SCALE 4 FT. 14 INCHES
5 FT 19 INCHES /1 n,a
6 FT. 24 INCHES
7 FT 29 INCHES p.
8 FT. 34 INCHES
DESIGN CALCULATIONS
NUMBER OF BEDROOMS _
-q-
GARBAGE DISPOSAL UNIT
GARBAGE
TOTAL ESTIMATED FLOW
?
g�
EL= P-1
REQUIRED SEPTIC TANK', CAPACITY...-
8
GAL.
ACTUAL SIZE OF SEPTIC TANK
,
GAL.
LEACHING AREA FECUIREVENTS
°°
Q >a a
o a o Q
a
v2,
�� o
EL-
L= 7.7
o
n o 0
0 0 0
GAL-
o
o 0
�
i
7
G
GAL.
D �
EL= .G
EL=
3/4"- 1 1/2
5;,•� �' Jti ii
GFe�r '
WASHED STONE
Ii L ANT) C,416t
q,c,
7 LOCATION MAP
LEGEND:
EXISTING SPOT ELEVATION 00X0
EXISTING CONTOUR --- 00 - - - - - -
FINAL SPOT ELEVATION Do -m
FINAL CONTOUR
SOIL TEST LOCATION
TELEPHONE POLE 4
HYDRANT
TOWN WATER
CATCH BASIN ( IN\
GENERAL NOTES:
I. ALL WORKMANSHIP AND MATERIALS SHALL
CONFORM TO D.E.Q.E. TITLE 5 AND THE
BOTTOM OF
TEST HOLE
OR OBSERVED
WATER TABLE
EL= R
ESSENTIALLY THE SAME
4. NO DETERMINATION HAS BEEN MADE BY THIS
ADJUSTED
GROUND WATER
TABLE ( F /I /8/.)
APPROPRIATE AUTHORITY.
EL= 2.L
SIGNED IN RED. THIS OFFICE ASSUMES NO
RESPONSIBILITY FOR INFORMATION CONTAINED
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
CLEAN OUT AND
INSPECTION COVER
PLAN VIEW
LI �i
FRONT VIEW SIDE VIEW
FLOWDiFFUSOR DETAIL
NOT TO SCALE
A. C
INLET
3 1"1J o OUTLET -REMOVEABLE COVER
—�`6 1.'I; FLOW LINE- -OUTLET PIPES
q' 2 Mi•. AS REQUIRED
_110" MR4.
0'
I J4.
H. �1
/2
°. INLET \ FLOW OUTLET
�1)NLINEr_1 �.
FT. MIN. - o.
LIQUID G- I' 2 6°
DEPTH
/INLET TEE PROVIDED
a
PER SECTION 15.10.2
TITLE 5 +
NO. OF OUTLETS -
CROSS SECTION VIEW OUTLET TEE
DIST' BOX DETAIL
LIQUID DEPTH TEE DEPTH
SEPTIC TANK DETAIL BELOW FLOW LINE NOT TO SCALE
NOT TO SCALE 4 FT. 14 INCHES
5 FT 19 INCHES /1 n,a
6 FT. 24 INCHES
7 FT 29 INCHES p.
8 FT. 34 INCHES
DESIGN CALCULATIONS
NUMBER OF BEDROOMS _
-q-
GARBAGE DISPOSAL UNIT
GARBAGE
TOTAL ESTIMATED FLOW
( I12 GAL/BR./DAYY BRA
ti 4^—GAL./DAY
REQUIRED SEPTIC TANK', CAPACITY...-
(/(-'
GAL.
ACTUAL SIZE OF SEPTIC TANK
/ ,^C
GAL.
LEACHING AREA FECUIREVENTS
rr
SIDEWALL AREA Ls GAL/S.F./DA`✓
BOTTOM AREA 1.0 GAL/S.F./L'A✓
LEACHING CAPACITY ( BOTTOM - SIDEWALL)
` `��
GAL-
LCtNr� L�CU> ccw5 �
i
RESERVE LEACHING CAPACITY, ..
G
GAL.
ti
FORM 9/8/87
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rr
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LCtNr� L�CU> ccw5 �
i
FORM 9/8/87
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Ha .�\\
j c / tib Y j
LCtNr� L�CU> ccw5 �
i
5;,•� �' Jti ii
GFe�r '
Ii L ANT) C,416t
7 LOCATION MAP
LEGEND:
EXISTING SPOT ELEVATION 00X0
EXISTING CONTOUR --- 00 - - - - - -
FINAL SPOT ELEVATION Do -m
FINAL CONTOUR
SOIL TEST LOCATION
TELEPHONE POLE 4
HYDRANT
TOWN WATER
CATCH BASIN ( IN\
GENERAL NOTES:
I. ALL WORKMANSHIP AND MATERIALS SHALL
CONFORM TO D.E.Q.E. TITLE 5 AND THE
TOWN OF 4'AK%scc;7r/ RULES a 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 CONTAINED
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)
FRONT SIDE '' REAR 20
APPROVED: BOARD OF HEALTH
DATE AGENT
PROJECT LOCATION
LOT 3P.
Al 0
APPLICANT:
Land Use
7echno%gy, /nc.
FORMERLY R. J. O HEARN , /NC. )
Engineers - Lond Surveyors - Sanitarians
35 ROUTE 134 - UNIT 3 -P O. BOX 237
SOUTH DENNIS MA.
,� • ', -� '_,
REVISIONS:
}\ J
•,
c
SCALE: /n= 2G'
DATE
DR. BY: h)Tk'
APP_Q_BY
JOB NO.
SHEET ! OF
FORM 9/8/87