HomeMy WebLinkAboutEngineered Plan - Rev. 2001T
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59"
80"
TEST HOLE LOG
DATE: DECEMBER 12, 2000
SOIL EVALUATOR: D. MASON, RS , CSE
WITNESS: A. VON HONE, BOH
PERC RATE: 5 MIN. / IN.
FITS.
A = SANDY LOAM
10YR2/2
Ba LOAMY SAND
10YR5/4
C s FINE SAND
10YR7/3
137" 38.9
NO WATER ENCOUNTERED
DESIGN DATA
DAILY FLOW: (q,,BDRMS. x 110 GPD = GPD
SEPTIC TANK: 4 q4> GPD x 200% = ��i GPD
USE: 1000 GALLON PRECAST SEPTIC TANK (4'X/.-71_)
LEACHING FACILITY:..
USE: WITH 2'
OF DOUBLE 'WASHED STONE
CAPACITY:
SIDEWALL: x 2 x 0.74 = /GTr3
1 BOTTOM: V45 x 9 x 0.74 = ,��•t,'%
` .
TOTAL: Q, GPD
50.3
47.0
45.4
43.6
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NOTES t
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1. ALL PIPE TO BE 4" DIA. SCH 40 PVC. 5—c)(
2. PIPE TO BE LAID LEVEL FOR 2' OUT OF DISTRIBUTION
BOX.
3. RAISE ALL APPLICABLE MANHOLE COVERS TO WITHIN
6" OF FINISH GRADE.
4. SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A
GARBAGE DISPOSAL.
5. SEPTIC TANK AND DISTRIBUTION BOX TO BE INSTALLED
ON A 6" LAYER OF STONE.
6. INSTALL GAS BAFFLE IN OUTLET TEE.
2 LAYER OF 3/8" FFASTONE OVER
71 .. N/ lit" DOUBLE WASHED STONE
- �' .. - .. ALL AROUND
TOP OF FOUND;.
@ ELEV .
/OOD 141g,` 8,33 5/r. o ca
A�'G�i.
SEPTIC SYSTEM PROFILE a_ ;IwQ0_e4l
SITE SEWAGE PLAN ,
FOR GENERAL NOTES
27 SQUIRREL RUN YARMOUTH, MA 1. CONTRACTOR TO BE 'RESPONSIBLE FOR THE LOCATION
LOT 6 PLAN BOOK 322 PAGE 59 OF ALL UTILITIES, ABOVE AND UNDERGROUND, PRIOR
TO ANY EXCAVATION OR CONSTRUCTION.
PREPARED FOR 2. SEPTIC SYSTEM TO BE INSTALLED IN.COMPLIANCE.WITS
310 CMR 15. 00: TITLE V:.
U . O' LOUGHLIlr , INC. 3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE
DETERMINATION.
DATE: JANUARY 2, 2001 SCALE: 1" = 30'
zo cm./ 4. ALL DISTURBED AREAS To LOANED AND SEEDED:
5. CONTRACTOR TO PROVIDE 24 HOUR NOTICE FOR ANY
REQUIRED INSPECTIONS.
'WELLER & ASSOCIATES
1645 FALMOUTH RD. -'.SUITE 4C P.O. BOX 417
CENTERVILLE, MA 02632
�%
TEL: (508) 775-0735' FAX: (508) 775-0754 APPROVED BY
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