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20 FT. MIN.
SOIL TEST TOP OF FOUND.0 z
EL _ 0 > 10 FT. MIN.
OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3 CONCRETE 4' SCH 40 PVC s
- DATE OF TEST DATE OF TEST COVERS EAN SAND `k
DATE OF TEST L, .. . _
PIPE- MIN. PITCH
WITNESSED BY WITNESSED BY f L WITNESSED ABY I/ 8'1 PER FT. CONCRETE
�. (
PERC. RATE Z MIN./INCH FERC. RATE r� ! MIN./INCH PERE RATE MIN./INCH COVERS'
o. 4" CAST IRON (OR�
a 1
ELEV. ELEV.= ,.� ? ELEV.= EQUAL) PIPE -MIN. �12"MAX ! !/ PITCH I/4 2% MIN
' PER FT
r \ tEVEL i 1 \
L / !w '
( v: EL �MIN. EL=
E L V} �, , b
x
_ V EL-- EL . o 0 0 Fi,rtil.
EL=
13 � DIST
� BOX b LOCATION MAP
WATER AT EL= WATER AT EL= WATER AT EL= _
9
. . GAL n EL= PRECAST LEACH[
CCR.i C EIFI NG LEGEND'
✓�' SEPTICS BASIN OR EQUIV. EXISTING SPOT - - --DO-
FINAL
- - - - - - - -
TANK EXISTING CONTOUREVATIO DO 00X0
FINAL SPAT ELEVATICIIN 00.
FINAL CONTOUR
6 SOIL TEST LOCATION
-- - lV
_ - PROFILE OF -- -
BOTTOM OF .TEST___HOLE OR OBSERVE WATER TABLE EL =
TELEPHONE POLE
SEWAG DISPOSAL SYSTEM ADJUSTED GROUND WATER TABLE ( / / ) EL = HYDRANT V" I/:>�,
NOT TO .SCALE
TOWN WATER
CATCH BASIN
L" FRAME & COVER SHALL BE
SET WITH MASONRY UNITS
n..; r ?:
,_ �. WHICH ARE TO BE MORTARED
CLEAN SAND IN PLACE
GENERAL NOTES
2" LYEL - I
Gq \0N ��N - - - - - - - - - - - - - - - - - - - OF
%8' NA /2R WASHED I. ALL WORKMANSHIP AND MATERIALS SHALL
i 7
_- - ST TO D.E Q.E. TITLE 5 AND THE
-- —^—
E^c. STONE CONFORM TOWN OF RULES & REGULATIONS
.FOR THE SUBSURFACE. DISPOSAL OF SEWAGE
2.ALL COVERS TO SANITARY UNITS SHALL BE
i i 4f BROUGHT TO WITHIN 12" OF -FINISHED GRADE
1 1 1100 k F,'S -j lc. JI. L _ e G
3/4"- I 1/2 3.EXISTING AND. FINAL GRADES SHALL REMAIN
WASHED STONE ESSENTIALLY THE SAME
4.NO DETERMINATION HAS BEEN MADE BY THIS
ww OFFICE AS TO COMPLIANCE WITH TOWN
PRECAST LEACHING iS
4—,-- — - — —`— - — — — — — - — a Iw- o BASIN OR EQUIV TOrV1OBTAIN ��SUCH NDETERMINATION r�FROM
T
APPROPRIATE AUTHORITY.
I 24 DIA. COVERS ---/5. THIS PLAN 1S VALID ONLY IF IT IS STAMPED
PLAN VIEW ~' ANGNED ASSUMES
NOD RESPONSIBILITYRFOR INFORMATIONED. THIS CONTAINED
/ T 4:
T FRAMEa & COVERS SHALL STAMPS
PIEAND BIGNAT SIGNATURES HAVE ORIGINAL
BE SET WITH MASONRY UNITS
• i WHICH ARE TO BE MORTARED 6. ALL COMPONENTS OF THE SANITARY SYSTEM
IN PLACE SHALL BE CAPABLE OF WITHSTANDING H-10
%
LEACHING PIT DETAIL LOADING UNLESS THEY ARE UNDER OR WITHIN
10 FT
e _,. -
, OF .DRIVES OR PARKING AREAS. H-
20
INLET
31MIN. OUTLET NOT TO SCALE LOADING - SHALL BE USED UNDER OR WITHIN
I, t;. ._•c M 6'MIN. FLOW LINE REMOVEABLE COVER 10 FT. OF DRIVES OR PARKING AREAS
^ . 2 MIN. a OUTLET TEE
OUTLET PIPES
+1 r AS REQUIRED
n a i 10 MIN.
} LIQUID DEPTH TEE .DEPTH
n BELOW FLOW LINE
{ i <' ! / e T y,• 4 FT. 14 INCHES INLET MIN. FRONT SETBACK
I 5 FT! 19 INCHESi FLOW
�` OUTLET MIN. REAR SETBACK
k If 1 wl i /-----_._ . , MIN. SIDE SETBACK
4 FT. MIN. 6 FT. 24 INCHES LINE 1 —�
Fr"LIQUID 7 FT. 29INCHES ° A PR D OF EALTH
DEPTH 8 FT. 341NCHES P
V D�
D TE AGENT
)MEG i C
v, c ! i `- )8 `: INLET TEE PROVIDED
•, :, n i
PER SECTION 15.10.2
- _: --tib . • r `, a - "r �.T. , �. � .� JI '�—rte—� .! -`- o
` e -
PROJECT LOCATION:
TITLE 5 .
,
:
J s
N0. OF OUTLETS
CROSS SEC ION VIEW
�9 I DIST BOX DETAIL APPLICANT:
v _ _ NOT To NK DETAIL
NOT T <.... ., , .
SEPTIC TA o SCALE
-r tY CALE
clF L.y ,
O�HE�4RN) IHC.
Re Sanitarians
- � Reg. 'Land Surveyors - 9
DESIGN CALCULATIONS 35 ROUTE 134 - UNIT 2 - P. 0. BOX 237
SOUTH DENNIS, ILIA.
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNITII "
TOTAL ESTIMATED FLO+,
(' GAL /BR. / DAY x BR.) ' GAL./ DAY
REQUIRED SEPTIC TANK CAPACITY ` ' N GAL.
ACTUAL SIZE OF SEPTIC ,TANK 150"L GAL.
LEACHING AREA REQUIREMENTS
SIDEWALL AREA GAL./S.F.
BOTTOM AREA L GAL/S.F.
LEACHING CAPACITY ( BOTTOM SIDEWALL) ar GAL
SCALE- �, DATE:
LEACHING
10 S
RiCHARD
RESERVE LEACHING CAPACITY
"i / JAMES �;; G, r / R,Gr kr,1 �,�' ,i DR. BYE
It
` Na �a�%N.,f� & Ioa �r>,.• ax _ APPD. BYE
JOB NO.:SHEET OF
r—
ara
d
FORM 11/6/ 85