33 Michelles Path - Proposed Septic DesignTOP OF FOUNDATION
HORIZ
20 FT. MINIMUM FROM CELLAR
COLOR
MOTT.
-� IOl'o
10 FT. MINIMUM
10 FT. MINIMUM FROM SLAB OR CRAWL SPACE
CLEAN SAND
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508— P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
ELEV
cis.: J
CONCRETE
COVERS4'
LOAM AND SEED
SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.
2LAYER OF
p p r 1/8' TO 1/2"
WASHED STONE
VENT
4" CAST IRON PIPE
NOT REQUIRED
ScR
(OR EQUAL) MINIMUM
PITCH 1/4" PER FT.
9 CU. FT. OF
CONCRETE
a
ANCHOR
FLOW UNE
9 2-0
ELEV. =
-TMIN.
1
V _ ��� D
oao
o
�O.li
LEV0.
EL
6" SU ply. = C�S.y
010
ELEV.
�._. -
ELEV. _
BAFFLE
ELEV =;
DISTRIBUTION
LIQUID
OUTLET
_<. .,_
ELEV.
BOX
HIGH CAPACITY IN ANNATORS WITH
l�
DEPTH
4 FEET
TEE(TO
14 INCHES
BE PLACED ON FIRM BASE) TO BE WATER TESTED
Y X fo TRENCH FORMATION
5 FEET
19 INCHES
1 5OO GALLON IF MORE THAN ONE OUTLET
6 FEET
7 FEET
24 INCHES
29 INCHES
(TO BE PLACED ON FIRM BASE)
SEPTIC TANK
SOIL ABSORPTION U
WELL
ZONE
8 FEET
34 INCHES
3/4" TO 1 1/2"
SYSTEM (SAS)
INDEX
WASHED STONE
ADJUST
SEWAGE DISPOSAL SYSTEM PROFILE
USGS PROBABLE WATER TABLE ELEV.
OBSERVED WATER TABLE ( / / ) FLEV.
NOT TO SCALE
BOTTOM OF TEST HOLE ELEV.
1-T�
i
SO
vS �
fl'd 9L�
_ 5
T
160.00
7-
SOIL�ST
DATE OF SOIL TEST
SOIL TEST DONE BY SWEETSER ENGINEERING
WITNESSED BY H• Vo.J L?/✓E
OBSERVATION HOLE 1 ELEv.= 171 OBSERVATION HOLE 2 ELEV.-
PERCOLATION RATE Lam- MIN./INCH AT C i INCHES PERCOLATION RATE -- ' MIN./INCH
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
1 7
V
4,) r,
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508— P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
cis.: J
f)VWATER ENCOUNTERED AT /Lo ELEV.
LEGEND:
EXISTING SPOT ELEVATION 00,.0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 00.
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE -�
TOWN WATER —WSW
CATCH BASIN T® j
GAS UNE
CLEAN OUT C�
CESSPOOL C.P.0
ocv�
DEPTH
HORIZ
TEXTURE
COLOR
MOTT. I
OTHER
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508— P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
cis.: J
/46) WATER ENCOUNTERED AT Zo ELEV. - G t.
DESIGN CALCULATIONS 7
NUMBER OF BEDROOMS
GARBAGE DISPOSAL UNIT NO
TOTAL ESTIMATED FLOW
110 GjkL/BR./DAY X -:L- BR.) GAL/DAY
REQUIRED SEPTIC )ANK CAPACITY A(L+GAL
ACTUAL SIZE OF SEPTIC TANK 1500 GAL.
SOIL CLASSIFICATION I
DESIGN PERCOLATION RATE < 5 MIN./IN.
EFFLUENT LOADING RATE _4.74 GAL/DAY/S.F.
LEACHING AREA SQ. FT.
LEV1�r3"/f(y: yEr ��=r?� 2
CHING CAPACITY (AREA X RATE) 33Z. GAL/DAY
RESERVE LEACHING CAPACITY L GA -/DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN OF RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
3. 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.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED 1N PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH OE[LRMiNAflk)N F—RCW .v-r`ROn'MA, ""-'.^, . '
E. U7- �S S�^w": ARE APPROXIMP.TE ONLY, EXCAVATION CONTRACTOR
IS TO CALL 'D:G-SAFE" AT 1-E°9-344-7233 AT LEAST 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
IMMEDIATELY. C
S. PARCEL IS IN FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS MAP AS PARCEL
APPROVED: BOARD OF HEALTH
PROJECT LOCATION
//IjCIIE-<<
SWEETSER ENGINEERING
235 GREAT WESTERN ROAD
508— P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660