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LOCATION MAP
PROff ILE
EL = Zo, d
TOP FOUNDATION
EL.= 93
roA
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,s 111 ' IN OU
NOT TO SCALE
COVERS TO WITHIN
6" 0,7 FINISHED GRADE.
4„ PVC
Is' SGH AO i�
FLEDIST. i3CF.
15o 0 GALLON
SEPTIC TANK
6" STONE :SASE
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1
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ouT BA cr.cL
FIRST PIPE LENGTH
TO 6E SET LEVEL
FOR MIN. 2'
/2•- o o
d SEPARATION
„
2" LAYER OF 3/8" PEASTONE
OVER 3/A"- I I/2" DOU6LE
WASHED STONE
FINISH GRADE
FI = 70. o
TCP @ EL. 17.7
BOTTOM ® El .1So 0
!lp -ZN OF 141,9 L(
DANIEL E.
BRAMAN
CIVIL m,l
,No.32666C a
71ONAI EN
•g jt`y^.iy ��
TEST HOLE LOO
DATE: -/- 6, - nS
TEST i3Y: X�l
WITNESS: 0,
PERC RATE:
G. S,
2. S'y
NO /,iJii7E2 C=J�/GOCi-lJ'TC/��C G�
DES I CSN DATA
DAILYFLOW: (`/)BEDROOMS xIIOGPD=�/ya GPD
SEPTIC TANK: y/O GPD xWO%-- 8o GPD
USE: /S-o&6ALLON PRECAST SEPTIC TAN K
LEACHING FACILITY:
USE: - 3 �'8,5'c Z �-• Sov�y T,�y�u�c-s
CAPACITY: 3 • s ' o ti .� as ,
SIDEWAIL: yi ✓z'x o, 7 5/> /3y
TOTAL:
GENERAL NOTES
I CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ALL UTILITIES,
ABOVE AND UNDERGROUND, PR I OR TO ANY EXCAVATION OR CONSTRUCTION.
2. SEPTIC SYSTEM TO BE INSTALLED IN COMPLIANCE WITH 310CMR J500: TfFLE V
3. THIS PLAN IS NOT TO DE USED FOR PROPERTY LINE DETERMINAT I ON
h. ALL DISTURBED AREAS TO BE LOAMED AND SEEDED
5. CONTRACTOR TO PROVIDE A5 HOUR NOTICE FOR ANY REQUIRED INSPECTIONS.
6. EXSTING CESSPOOLS TO BE PUMPED DRY AND FILLED WITH SAND.
7. SEPTIC SYSTEM 15 NOT DESIGNED FOR GARBAGE DISPOSAL.
�5 1 TE ^' �5E Y Y AaE FLAN
V
LOCATION; 3Z
i
PREPARED FOR-_M�92/C </LJ/G//EGGE SLA2
SCALE: DRAWN BY:
JOB NI-KER: PATE-.- --Z . SHEET:
by13� REVISED: SP-,
WELLER & A5�5061 ATD3 -
16A5 FALMOUTH RP ^ 5UITE AC CENTERVILLE, MA OU
TEL.: (508) 715-0735 FAX: (508) T15 -b754 ti
PRO1`175510NAL ENGINEERS & LAND SURVEYORS' /''