HomeMy WebLinkAbout19 Cutter Lane - Proposed Septic DesignDEPTH
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TEXTURE
COLOR
MOTL
OTHER
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-
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10 FT.'WNIMUM 10 FT. MINIMUM FRAU SLAB OR CRAWL SPACE
DATE .Of SOIL TEST.
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MIN. PITCH 1/8' PER FT.
as
2' LAVER OF
PERCOLATION RATE < MIN./INCH AT 6 INCHES PERCOLATION RATE
MIN.ANCH AT —_ fp INCHES
DEPTH
HORIZ
TEXTURE
COLOR
MOTL
OTHER
/r,'s1v
1/8' TO 1/2'
EL `3Z
4' CAST IRON PIPE
r
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(OR EQUAL) MINIMUM
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REVISED f G 7 j: rD J
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NOT REQUIRED
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HIGH CAPASTONE CITY INFILTRATORS 141TH
IN AN
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4 FEET
(TO BE PLACED ON FIRM BASE)
14 INCHES
TO BE WATER
TESTED
1)'�I
DEPTH
HORIZ
TEXTURE
COLOR
MOTL
OTHER
PROJECT LOCATIONr
Jj1."ft'saroc�T�G%
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508— P-0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
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SCALE
REVISED f G 7 j: rD J
JOB N0. I j� z_" (3
LOCATION MAP
RE1nsED
SHEET / OF
7Y 4V
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
I OTHER
PROJECT LOCATIONr
Jj1."ft'saroc�T�G%
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508— P-0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
DATE e- Y ZOOO
rr
SCALE
REVISED f G 7 j: rD J
JOB N0. I j� z_" (3
LOCATION MAP
RE1nsED
SHEET / OF
9 •Et• •� tr MUKL MAN VNL.WILLI - ••, ••••,• - rr - eL- p �
6 FEET 24 INCHES � j ?
7 FEET 29 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION 1.i1 WELL /t/O WATER ENCOUNTERED AT 1 /=- ELEV. e f10 WATER ENCOUNTERED AT J ELEV. '
8 FEET 341NCHES SEPTIC TANK 3/4' TO 1 1/2' ZONE
SYSTEM (SAS) INDEX
WASHED STONE
. ADJUST
—
LEGEND:
PROBABLE WATER TABLE ELEV. LEGEND: DESIGN CALCULATIONS
SEWAGE DISPOSAL SYSTEM PROFILE EXISTING SPOT ELEVATION 00„0 NUMBER OF BEDROOMS j
NOT TO SCALE OBSERVED WATER TABLE ( / / ELEV. - EXISTING CONTOUR ----00---- GARBAGE DISPOSAL UNIT NO
BOTTOM OF TEST HOLE ELEV. _ FINAL SPOT ELEVATION0 . TOTAL ESTIMATED FLOW
Ct
FINAL CONTOUR7.—rte- { 110 GAL./8R./DAY X ` BR.)' GAL/DAY
SOIL TEST LOCATION ® REQUIRED SEPTIC TANK CAPACITY GAL
s UTILITY POLE -0- ACTUAL SIZE OF SEPTIC TANK 1500 GAL
TOWN WATER -WSOIL CLASSIFICATION I
CATCH BASIN C\J DESIGN PERCOLATION RATE " S 5- "MIN./IN.
GAS LINE C C EFFLUENT LOADING RATE 0.74 GAL/DAY/SF.
CLEAN OU 0.��-- �' CHING AREA a SQ. FT.
CESSPOOL C.P.0 rlli£3/ /.YiYZx .� c�'�'y
CHI G CAPACITY (AREA X RATE) GAL./DAY
419 G x O' 7Y
! RESERVE LEACHING CAPACITY ���` GAL/DAY
NOTES:
A 1. ALL WORKMANSHIP AND MATERIALS SHALL egNFORM TO D.E.P
""'.
TITLE 5 AND THE TOWN OF Y ': '-7= RULES AND
i REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
k �h Nr ✓� I^ r� �tv2. ALL COVERS TO SANITARY UNITS SHALL' BE BROUGHT TO
rs t�y��n.Jr :nGBstt WITHIN 6' OF FINISHED GRADE.
(-I5S "'« ^l ( 3. ALL COMPONENTS OF THE SANITARY SYSTEM "SHALL BE CAPABLE OF
f WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN' '
10 FT. OF DRIVES OR PARKING AREAS. N-20 LOADING SHALL BE
\ USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
_a 10. CUTTERS. DO'f%",mOUT5. AND M W!.LS ARE TO BE FWALJED. BE MORTARED IN PLACE.
`X > 11. A11 UN'!lJI7APL,E M.ArTAL VAL VS P ) FI`M La Vlo, A1141 FM 5: DEOETERMrJAl1C�l HAS BEEN MADE AS TO CGM?idAT;CE WITH
.! _ i • A V%nr-N OF S Af'!OI^ia LEACK'IS FACrn� AVID BE RFILACED IFTIi
+ ED NTNG REGULA710NS. -OWNER APPLICANT IS TO
MATERIAL AS Si'E17' 11D W 310 CI._4't 1S 2S5 3 013TAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
12. ME OVEIL'NG EPEQiIED IN f11 ABOVE IS TO BE INSPEC'M BY EOTH 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR '
f ft�3� i a TIF 70" BOARD OF HEAL AND Df^0V ENGTHFER. R IS N010 THAT IS TO CALL 'DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
TFC TESTHOLES ARS 25 DISTANT AND THE OM744AL SUBDIVISION NOTED PRIOR TO COMMENCING WORK ON SITE.
A PORTION OF IRIS LOT AS LOWLAND. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL ,AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON ITE. ANY VARIATION
IS TO BE IMMEDIATELY.OUCHT TO THEA
ON OF THE DESIGN ENGINEER
8. PARCEL ISDN FLOOD ZONE
' ? > \ % 9. -LOT IS SHOWN ON- ASSESSORS VAP ! "AS PARCEL
"c
'
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X" .+. i'-- -r _. / n✓ ,� / +i.%hT A.6�'✓may.
1 \ }@ I
APPROVED: BOARD OFHEALTH
19" DATE / AGENT
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VEETSER ENGINEERING
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PROPOSED SEPTIC DESIGN
7--, FOR
a
PROJECT LOCATIONr
Jj1."ft'saroc�T�G%
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508— P-0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
DATE e- Y ZOOO
rr
SCALE
REVISED f G 7 j: rD J
JOB N0. I j� z_" (3
LOCATION MAP
RE1nsED
SHEET / OF
VEETSER ENGINEERING