App# 3738I.
ROAD
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/
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L'1
1
APPROVED
YARMOUTH COP+? kITTEE
,
4
O
r
20 FT. MIN
CONCRETE
COVERS
41 SCH 40 PVC -------CLEAN SAND
PIPE -MIN. PITC
I/ 811 PER FT CONCRETE
1 COVERS
121 MAX
2% IN.
2- 0”
o LEVEL _
F
LoLINE
LINE
f0
MIN. `EL= 22 - a
EL= 2 0 EL= ZI 8 o a D
EL= 21 3 `' d
DIST o
° .... a.. BOX
D 4
O
,700 GAL a
PRECAST LEACH WG'! 7_1
SEPTIC BASIN/ GALLEY OR
TANK
TANK EQUAL
I _I LLAY
I
i
PROFILE OF ' ' -
BOTTOM'" -OF --TEST= #TOLD OR OBSERVED WATER TABLE EL = t
SEWAGE DISPOSAL SYSTEM ADJUSTED GROUND WATER TABLE (2/ /"Z) EL=
NOT TO SCALE
I I
I ' I
I I
I I
JI I IL
I \ I I
I I I
L-_ - -- - --- - - - - -- -----�
�— 24 DIA COVERS
PLAN VIEW
FRAM, a COVERS SHALL
BE ST WITH MASONRY UNITS
WHICF ARE TO BE MORTARED
I% PACE
- 3"MIN a . OUTLET
x_16 MIN. FOW LIN-EE:��
2 MIN. e.
j10 11
4 FT MIN.
LIQUID
iDEPTH
I
i
CROSS SE ION VIEW
SEPTIC TAIK DETAIL
NOT TO CALE
FRAME a COVER SHALL BE
SET WITH MASONRY UNITS
CLEAN SAND WHICH ARE TO BE MORTARED
IN PLACE
21 LAYER OF
1/811- 1/21 WASHED
a °: Q STONE
g oo
0 �
o IT
a
Q j= WASHED STONE
O
o ww
- PRECAST LEACHING
C Li o BASIN/ GALLEY OR
o p EQUAL
LEACHING, FACILITY
NOT TO SCALE
�REMOVEABLE COVER
OUTLET PIPES
AS REQUIRED
INLET FLOW / OUTLET
0
�y
� N `
y v rJ }
LOCATION MAP l
LEGEND:
EXISTING SPOT ELEVATION 00x0
EXISTING CONTOUR - - --00- - - - - - -
FINAL SPOT ELEVATION 0.0
FINAL CONTOUR —
SOIL TEST LOCATION
TELEPHONE POLE
HYDRANT 01
TOWN WATER W == V`/
CATCH BASIN ( HP)
GENERAL NOTES:
I. ALL WORKMANSHIP AND MATERIALS SHALL
CONFORM TO D.E.Q.E. TITLE 5 AND THE
TOWN OF 'iA C' ''uta{ RULES a REGULATIONS
FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2.ALL COVERS TO SANITARY UNITS SHALL BE
BROUGHT TO WITHIN 121 OF FINISHED GRADE
&EXISTING AND FINAL GRADES SHALL REMAIN
ESSENTIALLY THE SAME
4. NO DETERNAINATIC ' HAS BEEN! VADE 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 -f o SIDE 20 REAR
APPROVED: BOARD OF HEALTH
LINE { _ DATE AGENT
jr7T126�- PROJECT LOCATION Lr t)+,1 T rITEE PROVIDED
PER SECTION 15.10.2 APPLICANT
TITLE 5
OUTLET TEE NO. OF OUTLETS;
LIQUID DEPTH TEE DEPTH
BELOWOU
INE I and
`
4 FT 14INCHESDIST. BOX DETAIL ( Use ,e/ v e
5 FT. 19 INCHES NOT TO SCALE Ae ohno/oo�5' //'�/�.
6 FT. 24 INCHES - (i 4` I �(�
7 FT 29 INCHES g l la- �, ,: �r s 1 1 °,4 L cn ,:,�1 AI I- (FORMERLY R. ✓ O'HEARN
8 FT. 34 INCHES a i t .rr; i.,rL ,.; Nr � , iNC i
DESIGN CACULATIONS
L_
SOIL TEST
NUMBER OF BEDROOMS . _
TOP OF FOUND.
GARBAGE DISPOSAL UN
L
TOTAL ESTIMATED FLC
( tlo GAL/BR./DAY - BR.
GAL./ DAY
EL 10 FT.
MIN.
GAL.
HOLE I
OBSERVATION HOLE 2
OBSERVATION
HOLE 3
OBSERVATION
BOTTOM AREA ' GAL./S.F.
=
LEACHING CAPACITY (BOOM +SIDEWALL)-1'hO'I
2'` 2
DATE OF TEST-`:"' z
DATE OF TEST
RESERVE LEACHING CAPITY............-....... _
1.`'j I
DATE OF TESTt^
SCALE:
WITNESSED BY
� �
WITNESSED BY v r �
WITNESSED BY
`7 MIN./INCH
PERC. RATE `''-
MIN./INCH
41 CAST
IRON (OR -
PERC. RATE `�
MIN./ INCH
PERC. RATE
'2
.6
EQUAL)
PIPE -MIN.
ELEV.= }
ELEV.- 2
ELEV.=
PITCH 1/411 PER FT.
JOB NO.
o
ToF� • �G�o,�_
_ �
TOP r ur„'o1L
- ..
� Top, �.v:-:•„�
�:�
'4 z z, 4
m
c
..
FwE
Fi FIE Sr NL`.
rlr�r SF,..
c..
z� a
-EL= Z
7Z
[�D•.IY Gr?FVE�
SOA. �t ".f ;,. v
•',y-`... -
c^-:; r /N _'�
,;Fv.:D/C, Q••.vd
�,
EL= Z2.7 -
138 Ev-• U 8
.,
IZo EL• of 4
i., 3
A
CLA?'
clay
�
LLay
I °v, Et • i 8
Iia
WATER AT 1_11
E L = `\ L
WATER AT=` EL
WATER - AT- '
EL= '
nF
/
I.
ROAD
/ `.✓sC of �r ,Iw �— — „CBER SNORE \
/
-�\V
1- R>LE ' N 6l'Ii'PO'M A
X0'(6; g f'
j12 Slogy
' ' r
StIN6 INe
fXl pWELC PATIO
\` 1p5'e / r
t= p 1ING
.06 09'f 41 / n t.E E E�A5, ONE
EE\ _\ j4 N P pa IVE o
tom
6 9tP� PttE p� o
\.. PR ' VIA 1 . NpP�
`2 ,, •\ Lam.-. / �.- 1 ' �ti \ t4 PROppg pap
Z4,0 OA
MtN x ED 5 P�pE
00
o �
` .0p0 0
Opy Py.
'P t" -� / i �'. 12 OS '11
L'1
1
APPROVED
YARMOUTH COP+? kITTEE
,
4
O
r
20 FT. MIN
CONCRETE
COVERS
41 SCH 40 PVC -------CLEAN SAND
PIPE -MIN. PITC
I/ 811 PER FT CONCRETE
1 COVERS
121 MAX
2% IN.
2- 0”
o LEVEL _
F
LoLINE
LINE
f0
MIN. `EL= 22 - a
EL= 2 0 EL= ZI 8 o a D
EL= 21 3 `' d
DIST o
° .... a.. BOX
D 4
O
,700 GAL a
PRECAST LEACH WG'! 7_1
SEPTIC BASIN/ GALLEY OR
TANK
TANK EQUAL
I _I LLAY
I
i
PROFILE OF ' ' -
BOTTOM'" -OF --TEST= #TOLD OR OBSERVED WATER TABLE EL = t
SEWAGE DISPOSAL SYSTEM ADJUSTED GROUND WATER TABLE (2/ /"Z) EL=
NOT TO SCALE
I I
I ' I
I I
I I
JI I IL
I \ I I
I I I
L-_ - -- - --- - - - - -- -----�
�— 24 DIA COVERS
PLAN VIEW
FRAM, a COVERS SHALL
BE ST WITH MASONRY UNITS
WHICF ARE TO BE MORTARED
I% PACE
- 3"MIN a . OUTLET
x_16 MIN. FOW LIN-EE:��
2 MIN. e.
j10 11
4 FT MIN.
LIQUID
iDEPTH
I
i
CROSS SE ION VIEW
SEPTIC TAIK DETAIL
NOT TO CALE
FRAME a COVER SHALL BE
SET WITH MASONRY UNITS
CLEAN SAND WHICH ARE TO BE MORTARED
IN PLACE
21 LAYER OF
1/811- 1/21 WASHED
a °: Q STONE
g oo
0 �
o IT
a
Q j= WASHED STONE
O
o ww
- PRECAST LEACHING
C Li o BASIN/ GALLEY OR
o p EQUAL
LEACHING, FACILITY
NOT TO SCALE
�REMOVEABLE COVER
OUTLET PIPES
AS REQUIRED
INLET FLOW / OUTLET
0
�y
� N `
y v rJ }
LOCATION MAP l
LEGEND:
EXISTING SPOT ELEVATION 00x0
EXISTING CONTOUR - - --00- - - - - - -
FINAL SPOT ELEVATION 0.0
FINAL CONTOUR —
SOIL TEST LOCATION
TELEPHONE POLE
HYDRANT 01
TOWN WATER W == V`/
CATCH BASIN ( HP)
GENERAL NOTES:
I. ALL WORKMANSHIP AND MATERIALS SHALL
CONFORM TO D.E.Q.E. TITLE 5 AND THE
TOWN OF 'iA C' ''uta{ RULES a REGULATIONS
FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2.ALL COVERS TO SANITARY UNITS SHALL BE
BROUGHT TO WITHIN 121 OF FINISHED GRADE
&EXISTING AND FINAL GRADES SHALL REMAIN
ESSENTIALLY THE SAME
4. NO DETERNAINATIC ' HAS BEEN! VADE 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 -f o SIDE 20 REAR
APPROVED: BOARD OF HEALTH
LINE { _ DATE AGENT
jr7T126�- PROJECT LOCATION Lr t)+,1 T rITEE PROVIDED
PER SECTION 15.10.2 APPLICANT
TITLE 5
OUTLET TEE NO. OF OUTLETS;
LIQUID DEPTH TEE DEPTH
BELOWOU
INE I and
`
4 FT 14INCHESDIST. BOX DETAIL ( Use ,e/ v e
5 FT. 19 INCHES NOT TO SCALE Ae ohno/oo�5' //'�/�.
6 FT. 24 INCHES - (i 4` I �(�
7 FT 29 INCHES g l la- �, ,: �r s 1 1 °,4 L cn ,:,�1 AI I- (FORMERLY R. ✓ O'HEARN
8 FT. 34 INCHES a i t .rr; i.,rL ,.; Nr � , iNC i
DESIGN CACULATIONS
NUMBER OF BEDROOMS . _
GARBAGE DISPOSAL UN
L
TOTAL ESTIMATED FLC
( tlo GAL/BR./DAY - BR.
GAL./ DAY
REQUIRED SEPTIC TANK aPACITY.
87
GAL.
ACTUAL SIZE OF SEPTICIANK._ _
GAL.
LEACHING AREA REQUIRENTS
SIDEWALL AREA-_` GAL./S.F.
BOTTOM AREA ' GAL./S.F.
LEACHING CAPACITY (BOOM +SIDEWALL)-1'hO'I
GAL.
Z!(.-. 1T,-.., I o.T-, C.r ,)i
RESERVE LEACHING CAPITY............-....... _
1.`'j I
GAL.
_r -- I LL Engineers - Land Surveyors -Sanitarians
s. r,
35 ROUTE 134 - UM1T 3 - P O. BOX 237
SOUTH DEMMIS, MA.
"
REVISIONS-
87
SCALE:
DATE:
1
DR. BY:
APPO. EY:,,
JOB NO.
7,11
S HEET I OF
FORYt i/'9 /87
m