HomeMy WebLinkAbout126 Springer Lane - Septic DesignSOIL TEST
20 FT. MINIMUM FROM CELLAR
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CONCRETE
LOAM AND SEED OBSERVATION HOLE 1 ELEv• / OBSERVATION HOLE 2 Et�V-
COVERS 4• SCHEDULE 40 PVC PIPE' PERCOLATION RATE ��" MIN./INCH AT �'•� INCHES PERCOLATION RATE ` rte- MIN./INCH AT �"INCHES
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4 FEET 14 IN S (TO BE PLACED ON FIRM B ) TO BE WATER `TESTED It KlC /0 TRENCH FORMATION
8 ET 24 INCHES
IF MORE THAN "ONE OUTLET J �, o WATER ENCOUNTERED AT .�_ ELEV. n g'(' (UO WATER ENCOUNTERED AT t EI.zd!EV. - �0 -
1500 GALLON WELL I /J
7 T 9 INCHES (TO BE PLACED ON FIRM BASE) SOIL ABSORPTION 11J ZONE
a T r4INCHESSEPTIC TANK
TO 1 1/2'.cLEANSAS} INDEX
SYSTEM (SAS)
DOUBLE WASHED STONE ADJUST
FREE OF FINES SILT LEGEND. DESIGN CALCULATIONS
USGS PROBABLE WATER TABLE ELEV. - EXISTING SPOT ELEVATION 00„O NUMBER OF BEDROOMS
SEWAGE DISPOSAL 'SYSTEM PROFILE OBSERVED WATER TABLE ( _ / / ,) ELEV. " EXISTING CONTOUR —__00---- GARBAGE DISPOSAL UNIT NO_
NOT TO SCALE BOTTOM OF TEST HOLE ELEV.. FINAL SPOT ELEVATION TOTAL ESTIMATED FLOW 6)
FINAL CONTOUR ( 110 CAL/BR./DAY X BR.) � CAL/DAY
SOIL TEST LOCATION REQUIRED SEPTIC TANK CAPACITY . CAL
UTILITY POLE -O- 'ACTUAL SIZE OF SEPTIC TANK
$ . TO%N WATER SOIL CLASSIFICATION
CATCH BASINc�i3� DESIGN PEMUENTERCOLATION RATE_ NLN.%tN.
GAS OUT C.O� '% G AREALOADWG RATE c c SQ. FFTT.AYJS F.
CESSPOOLI1au2�4i5`%Xx�+d}L: ,r
CHINO CAPACITY (AREA X RATE) 70�'� GAL:/DAY
/ 6z4.3 xo.rv63Y
f RESERVE LEACHING CAPACITY
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�; NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.',
V TITLE 5 AND THE TOWN OF YAr-«tovraA RULES AND
REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
6* OF FINISHED ALL WITH(COMPONENTS OF THE GRADE.
SYSTEM SHALLBE 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 a 4. ANY MASONAROY UNITS UWITN SED TO BRING COVERS TO GRAD0 IFT, OF DRIVES OR PARKING E SHALL
8E MORTARED IN PLACE
/ i S. NO DETERMINATION HAS SEEN MADE AS TO COMPLIANCE WITH
1 t- DEEDED OR ZONING REGULATIONS. OWNER / APPLICANT IS TO
;o'ir % y OBTAIH SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
T x k 6. UTILITIES SHOWN ARE APPROXIMATE ONLY. EXCAVATION CONTRACTOR
5d x 15 TO CALL 'DIG -SAFE' AT 1-888-344-7233 AT LEAST 72 HOURS
�e f' PRIOR TO COMMENCING WORK ON SITE _
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS "AS WELL AS
SITE CONDITIONS PPoOR TO COMMENCING WORK ON SITE ANY VARIATION
• Z �j, - '�
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
f \x v IMMEDIATELY.
P 8. PARCEL IS IN FLOOD ZONE L d Z. .
r 3t 6° F 9. LOTIS.SHOWN ON ASSESSORS MAP —`AS PARCEL
r
T
A
9\ 1:
APPROVED: BOARD OF .FiEALTH
Ts
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ELM 102.1 ,
{/h55 �••'ior / GATE AGENT
3
DATEd'r' G �, 2000 SCALE 1" _f3 ,
REVISED
( 7c3 / J
I LOCATION " MAP rISED ..� SHEET J OF
`. 02000 SWEETSER ENGINEERING
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