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TOP OF SLAB
ELEV. a 100•0_
(ASSUMED)
10 FT. MINIMUM 10 FT. to
COP!
.. r : :
SOIL TEST
DATE OF SOIL TEST At QG ST_5 _2003
SOIL TEST DONE BY SWEfj§_ __ENGI�iEELtiG I
CLEAN SAND
WITNESSED BY _9,_YQhL_t .NE_ I
INSPECTION PORT
UUZEWVAIIION HOLE
'JLC i
ELEv.-�s7.00
tl 1"-
" I � H 1 "- 1 4" SCHEDULE 40 PVC PIPE DENSE GRADED STONE PERCOLATION RATE __ MIN./INCH AT _5§_ INCHES
200
4 FEET
5 FEET
6 FEET
7 FEET
8 FEET
;4AST IRON PIPE
QUAL) MINIMUM
------------
1/4" PER FT. —
r
FLOW I lr;t-
>< 8.33 10" LOW LINE
. _TMIN.-
ELEV. EV. - _$�,+._!� GAS
BAFFLE
OUTLET
_MIN. PITCH 1/8" PER FT.
2" LAYER OF
1/8" TO 1/2"
.50 MAX. WASHED STONE
95.75 MIN.
eA icn rn
IN O O
-ELEV. a _94.85_ CLOEL
ELEV. _ �_4 SUMPLEV. _ _94.28
DISTRIBUTION ELEV. — /
ILL
14 INCHES
19 INCHES
p� ,^ •
1000
i
;,�, t 11.;.k .. ON FIRIo BASE
( )
TO BE WATER TESTED
24 INCHES
4r . '. �_I
;
IF MORE THAN ONE OUTLET
29 INCHES
34 INCHES
SEP'.l�
ti
,i
W
(TO BE PLACED ON FIRM BASE)
3/4" TO 1 1/2" CLEAN -�
DOUBLE WASHED STONE
FREE OF FINES & SILT
SEWAGE -_
SYSTEM
rj: �_.... !
_.-_-3SAL
HOT FO SC.aLE
L1 100.2
`- 100 2
0
0 1
42 HIGH CAPACITY STOEINFIL4TRATORS WITH
45' X 45' X 10" FIELD FORMATION
SOIL ABSORPTION
SYSTEM (SAS)
RENT
QUIRED
ELEV. - _93.17
5 6.17
in WELL NZA
ZONE _
INDEX _
ADJUST
USGS PROBABLE WATER TABLE ELEV. _
OBSERVED WATER TABLE ( / / ) ELEV. -
BOTTOM OF TEST HOLE ELEV. - _ LM—
DESIGN FLOW:
1. TOTAL WATER USAGE (2001-02) 284,000 GALLONS
2. 2 BEDROOM ANNUAL FLOW
2 X 110 X 365 80,300 GALLONS
3. RESTAURANT ANNUAL FLOW
284000 - 80300 203,700 GALLONS
3. RESTAURANT DAILY FLOW
203,700 / 182 1,120 GALLONS / DAY
NOTES ON DESIGN FLOW:
THERE ARE NO SEATS IN "RESTAURANT"
THERE IS NO COOKING IN PREPARATION KITCHEN
THERE IS AN IRRIGATION SYSTEM FOR LAWN SPRINKLERS.
LEGEND:
EXISTING SPOT ELEVATION -0.0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE czi)
TOWN WATER —W--W—
CATCH BASIN �O j
GAS LINE G
CESSPOOL CP
CLEANOUT -�C.O.
DEPTH
HORIZ
TEXTURE
COLOR
MOTT.
OTHER
0-4
FILL
NO
4-27
B
LOAMY SAND
10YR6/6
27-120
C
MEDIUM SAND
2.5Y8/2
NO WATER ENCOUNTERED AT _J2V_' ELEV. = _ A7.00
DESIGN CALCULATIONS
APARTMENT BEDROOM
2
GARBAGE DISPOSAL UNIT
_
TOTAL ESTIMATED FLOW
110 GAL/BR./DAY X _2..." SR.)
_3Z4_ GAL./DAY
20 GAL/SEAT/DAY X _Q_ SEATS)
D__ GAL./DAY
RESTAURANT FLOW)
_112L GAL/DAY
GRAND TOTAL FLOW)
_lam GAL./DAY
REQUIRED SEPTIC TANK CAPACITY
_20 0— GAL.
ACTUAL SIZE OF SEPTIC TANK 1000 + 25M
_35lM0 GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE
5_�MIN./IN.
EFFLUENT LOADING RATE
J-4- GAL./DAY/S.F.
LEACHING AREA
ZONA-0-0 SQ. FT.
(45X45)
LEACHING CAPACITY (AREA X RATE)
1.i'-OU GAL./DAY
2025.00 X 0.74 i
RESERVE LEACHING CAPACITY L421.5 GAL./DAY
i
I
NOTES:
1, ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS FOR r
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-20 LOADING.
4. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
6, UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO CALL "DIG -SAFE" AT 1-888-344-7233 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.
8. PARCEL IS IN FLOOD ZONE
9. LOT IS SHOWN ON ASSESSORS MAP _ 88 _ AS PARCEL
10. EXISTING LEACH PIT IS TO BE PUMPED AND REMOVED.
11. AS THERE IS NO COOKING IN PREPARATION KITCHEN, THERE IS NO ;
GREASE TRAP PROVIDED IN DESIGN, IF COOKING IS TO BE DONE IN
RESTAURANT A GREASE TRAP IS TO BE DESIGNED AND INSTALLED.
RIECEIVED
MAY 2 3 2007
oFMasS1cti Yarmcues He.,I __ Jed tnicni HEALTH DEPT.
T. A. APPROVED
o DUMAS ►
No. 619
N.*e Date
APPROVED: BOARD OF HEALTH
DATE
AGENT
s
9� z
'LC�L Z
y
LOCUS
J
ova
PROPOSED SEPTIC DESIGN
FOR
JOHN GILLIGAN
LOCATION 1279 ROUTE 28
SOUTH YARMOUTH, MASS.
S IiEETSER ENGLNEEMG
235 GREAT WESTERN ROAD
508- P. 0. BOX 713
398-3922 SOUTH DENNIS, MASS. 02660
DATE NOV. 25,
F SCALE 1» = 20'
REV. MAY 23, 20071
p 013 NO 5762-00��
LOCATION MAP
REV.
SHEET 1 OF _j
C.• 1 SB 1 PR0J15762-001 dwo 15762-OO.DWC 02003 SWEETSER ENGINEERING