HomeMy WebLinkAboutEngineered Plan - 1998AENCHUARK
?Q� OF FWNDATION 20 FT. MINIMUM FROM CELLAR
ELEV.■ ' 20• 10 FT. MINIMU�i 10 FT. MWI� M FROM SIB OR GRAM SPACE
CLEAN SAND
(�) c°�
4' SCHEDULE 40 PVC PIPE LOAM AND SEED'
I" PITCH 1/40 PER FT. 2. LAYER OF
1/8• TO 1/2-
�p( >KASNED STONE VENT .
�• 40 CAST IRON PIPE / s-
3 (OR EQUAL MINIMUM NOT REQUIRED
PITCH 1 /4 PER FT. z
1 CU. FT. OF
3 CONCRETE
- FLOW LINE ANCHOR
10
ELEV...
7 .Q. 0 0
• 17 GigLEYEl C o O C7 Q O o ; e ELEV.
ELEY CAS ELEV, • �CZ._ ELEV.. / 7, 3
BA
FFLE DISTRIBUTION ELEY.
-----�" BOX 17, /
(T • U PLACED ON FKM DA:rE) TO BE WATER TESTED
1 BOO GALLON IF MORE THAN ONE OUTLET lz' x 3z' TRENCH FORMATION 2
s (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION
H S S PTI C TANK 3/4• TO 1 i/3' v- ZON
—7777—
H K X stING� SYSTEM (SAS) INDEX i
WASNED STONE ADJUST....
SEWAGE DISPOSAL SYSTEM PROFILE BOTTOM of TEST HOLE ELE. • —�=
USCS ADJAUSTED WATER TABLE ELEV. a `
NOT TO SCALE OBSERVED WATER TABLE ( / / ) ELEV.
i
-J
SOIL TEST
DATE OF S01L TEST
SOIL TEST M By107NEUED By
OBSERVATION HOLE 1 amw OBSERVATION HOLE 2 ELEV�
PERCOLATION RATE _.`:.__ MIN.ANCH AT `� INCHES PERCOLATION RATE _ UUL/Mlea AT luri4c
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
DEPTH HORIZ TEXTURE COLOR MOTT. OTHER
WATER ENCOUNTERED ATELEV. • _
WATER ENCOUNTERED AT _! ELEV.. �.
LEGEND:
DESIGN CALCULATIONS
EXISTING SPOT ELEVATION OOxO
NUMBER OF BEDROOMS
EXISTING CONTOUR----00----
GARBAGE DISPOSAL UNIT ..-„jNQ..
FINAL SPOT ELEVATION
FINAL CONTOUR—
TOTAL ESTIMATED FLOW
( 1..�0 GPI../ t./DAY X . , OR.) .. ; , GAL/DAY
SOIL TEST LOCATION
REQUIRED SEPTIC TANK CAPACITY GAL
UTILITY POLE -0-
ACTUAL SIZE OF SEPTIC TANK -•�» iAl..
SO
TOWN WATER —W
CATCH BASW CD
L CLASSaFICATION
DESIGN PERCOLATION RATE MIN./IN.
GAS UNE ---0
DWG RATE Y/S.F.
EFFLUENT F/
LEACHING CAPACITY (AREA X RATE) '� GAL/DAY
RESERVE LEACHINQ CAPACITY GAL/DAY
NOTES: -
1. ALL WORKMANSHIP AND MATERIALS $HALL —CONFORM TO D.E.P.
TITLE 3 AND THE TOWN OF RULES AND
REGULATIONS FOR THE SUBSURFACE DWOSAL OF SEWAGE,
Z. ALL COVERS TO SANITARY UNITS SHALL K JROUQHT TO
VATHIN B. OF FINISHED GRADE.
3. ALL COMPONENT OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
IMTHSTANDWG H-10 LOADING UNLESS THEY ARE UNDER OR 11i1THIN
10 FT. OF DRIVE$ OR PARKING AREAS. H-20 LOADWG SHALL BE
USED !!,:DER OR VATHIN 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO WHO COVERS TO VAX ViALL
BE MORTARED IN PLACE.
- 5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE LOTH
- -
- DEEDED OR -Z0 R€GL°LAirON.S. 0`04M / "MCAINT IS TO
OBTAIN SUCH DETER"ATION FROM APPROPRIATE AUTIJORITY.
5. U71UMES SHOWN ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR
IS TO CALL. *MG -SAFE' AT I -M)0-322-4W AT LEAST 73 "as
PRIOR TO COMMENCING WORD ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS ULL AS
SITE CONDITIONS PRIOR TO CMN9NClNQ WORK ON SITE,
L PARCEL IS W FLOOD ZONE ; P.
9. LOT I$ ;Wi -N ON ASSESSORS MAP ._._._... A$ PAR= _....�
mrEcROWED
OCT 0 6 1998
HEALTI-1 DEPTi .
APPROVED: BOARD OF HEALTH
I�.swEtTsF./Z' Ls
DATEj► G /8/83 PPVIsf;D 7/19%83
DATE AGENT
PROPOSED SEPTIC DESIGN
FOR
r s +
`%'�
PROJECT LOCATION
TADCO ENVIRONMENTAL CONSULTANTS
�'V t "
26 COMPASS LANE. DENNIS, MA 02638
(508) 385-2425
_- --�"
DATE q
SCALE
f ..
I
JOB NO,
LOCATION MAP FSHEET.'.:OF ,]
0'%190t T.A.OUMAS
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