HomeMy WebLinkAboutEngineer Plans Revised - 1985I ,
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TEST
SOIL TES (20 FT.,'MIN.
TOP OF FOUND. \�
EL = ^L.'2: 10 FT. MIN. >
OBSERVATION HOLE I OBSERVATION HOLE 2 OBSERVATION HOLE 3
DATE OF TEST ,E DATE OF TEST DATE OF TEST COVERS CONCRETE 4' SCH 40 PVCkAx
WITNESSED BY S= WITNESSED BY WITNESSED BY PIPE- MIN, PITCH CLEAN SAND
' EQUAL) PIPE -MIN. CONCRETE
�_ 1/ 8 PER FT. �^
PERC. RATE MIN /INCH PERC. RATE < � MIN./INCH PERC. RATE MIN./INCH I COVERS
c} -, _ o' 4 CAST IRON (OR Ld� )
ELEV.= ELEV.= ELEV.= P �12"MAX
PITCH I/4' PER FT NcLE
rY.NL >t
SURSCI L T'C)P SIS BS, t_
.Q , U _e o
2_0„ �/ 2 /o MIN MM'p'_ �` 17yI
V k
o FLOW LINEi a ...o.. LEVEL t o Rt
icli
EL= t"( MIN. L ° ,;.: EL
EL= {-� o titer
R 0 RsN6
4" h I_ M1 DIST. n
BOX oLOCATION MAP
WATER AT `" EL= WATER AT EL = WATER AT EL =
too wPttRNau iit::Rev hyo �J�TrR tvc.UEiTF> r�-. .-^ GAL °
N SEPTIC PRECAST LEACHING^;j s
BASIN OR EQUIV EL LEGEND;
TANK EXISTING SPOT ELEVATION 00,0
FTEXISTING CONTOUR - - -00 - - - - -
I
FINAL SPOT ELEVATION
/+
SE WAV FINAL CONTOUR
PROFILE OF BOT_TOM OF TEST _HOLE_ OR OBSERVED WATER TABLE EL = ' S; ? SOIL TEST LOCATION
DISPOSAL SYSTEM
STEM ADJUSTED GROUND WATER TABLE (. / I ) EL = TELEPHONE POLE -C>-
NOT TO SCALE HYDRANT I
TOWN WATER W W
CATCH BASIN mfmN
j' FRAME a COVER SHALL BE
SET WITH MASONRY UNITS
CLEAN SAND
7 WHICH ARE TO BE MORTARED
IN PLACE
GENERAL NOTES-
"------------� 2 LAYER OF
-_
1/8% I/2" WASHED 1. ALL WORKMANSHIP AND MATERIALS SHALL
STONE CONFORM TO D.E.Q.E. TITLE 5 AND THE
TOWN OF RULES a REGULATIONS ,
FOR THE SUBSURFACE DISPOSAL OF SEWAGE
it li ''' - o O " 2.ALL COVERS TO SANITARY UNITS SHALL BE
BROUGHT TO WITHIN 12" OF FINISHED GRADE
r Ir 1 w 3/4'- 1 1/2 3.EXISTING AND FINAL GRADES SHALL REMAIN
WASHED STONE ESSENTIALLY THE SAME
ww 6 4.NO DETERMINATION HAS BEEN MADE BY THIS
LL
p
� 0 PRECAST LEACHING OFFICE AS TO COMPLIANCE WITH TOWBASN
IN OR EQUIV ZONING REGULATIONS OWNER /APPLICANT IS
r
,soil �Ic o d w ° \ TO OBTAIN SUCH DETERMINATION FROM
/j qq 9 24 D1AI. COVERS ° ° APPROPRIATE AUTHORITY.
PLANI VIEW 5. THIS PLAN IS VALID ONLY IF IT IS STAMPED
AND SIGNED IN RED. THIS OFFICE ASSUMES
i FRAM S 8 COVERS SHALL NO RESPONSIBILITY FOR INFORMATION CONTAINED
1 M D
5g'Y ON COPIES WHICH DO NOT HAVE ORIGINAL
BE S T WITH MASONRY UNITS -
/i �/ ) NHIP ACES 0 MOR 6.ALLMCOMPONENTS IG OF SIGNATURES
SANITARY SYSTEM
AR
T BE TARED
/ 1 l % f INLET ` SHALL BE CAPABLE OF WITHSTANDING H-10
A LEACHING PIT DETAIL LOADING UNLESS THEY ARE UNDER OR WITHIN
��
3. MIN OUTLET NOT TO SCALE 10 FT. OF DRIVES OR PARKING AREAS. H-20
6' MIN. F�OW LINE _ LOADING SHALL BE USED UNDER OR WITHIN
2 MIN. �REMOVEABLE COVER 10 FT. OF DRIVES OR PARKING AREAS
i(p'= 10 MIN. OUTLET PIPES
OUTLET TEE
2I 3. AS REQUIRED
LIQUID DEPTH TEE DEPTH
/f BELOW FLOW LINE
4 FT 14 INCHES MIN. FRONT SETBACK
.INLET
I 0 ! 4 FT MIN. 5 FT! 19 INCHES! FLOW °' OUTLET MIN. REAR SETBACK
gM Pig /' % lil ( ) 6 FT. 241NCHES
' } � LIQUID �� � ti �` ALINE � I —�. MIN. SIDE SETBACK =
E c)?CC! DEPTH 7 FT. 29INCHES �.
8 FT. 34 INCHES APPROVED: BOARD OF HEALTH
DQE � AGEN
t2 #cwt e o
a
PER TSECTION TEE PROVIDED
10 2
TITLEPROJECT LOCATION
5 t �
PR
NO. OF OUTLETS
g Lu je- bike, 04CROSS SE TION VIEW
- -- -- -- - - - - - - - - -- -- - _.. - _ DIST. BOX DETAIL APPLIPANT
- - SEPTIC TANK DETAIL
NOT TO .SCALE
NOT TO SCALE C�1IAC1'RL!; 2,i... `
R. J. EAR
Y/. x N, INC,
11
DESIGN C CULATIONS Reg. Land Surveyors - Reg Sanitarians
35 ROUTE /34 - UNIT 2 P. O. BOX 237
NUMBER OF BEDROOMS SOUTH DENNIS, MA.
GARBAGE DISPOSAL UN T
TOTAL ESTIMATED FLCW
( 1 " GAL/BR./DAY x BR.) GAL./ DAY
REQUIRED SEPTIC TANK 'CAPACITY L GAL.
ACTUAL SIZE OF SEPTIC TANK :' GAL
LEACHING AREA REQUIR ENTS
SIDEWALL AREA GAL./S.F,
BOTTOM AREA GAL./S.F
LEACHING CAPACITY ( BO TOM SIDEWALL) — GAL w p+: �s%8I8 n l
1 S. ,g�a•„. REVISIONS
,—A j -., �p��H JF MJS��' RICF1'Al�� SCALES DATE
RESERVE LEACHING CAP CITY GAL. �' �y� JAMES :1'} C
_ RICHARD Q„ ARt+ 6
OR. BY: APPD. BY
i !?
r O'H€ARN
o. 27871
t �4`es h'yFCLS SANITAR1 y JOB NO..:
SHEET OF I
FORM $7h8/1;6z
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