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20 FT. MIN. SOIL TEST
70P OF FOUND.2
DATE OF TEST (��L 1610
EL. = Zc' 'O IO FT MIN. WITNESSED BY ;F>,r?/•sc
CONCRETE k CLEAN SAND PERCOLATION RATE < - MIN. INCH
COVERS 4 , SCH. 40 P,yC PIPE
MIN, PITCH 1/8 PER FT OBSERVATION HOLE : 1 OBSERVATION HOLE 2
CONCRETE2„ LAYER OF . ELEV.e 2f b ELEV.=
` mecca!/ 12 COVERS 1/8"-1/2" WASHED o
C, c 18 Z 4° CAST IR N PIPE To�
(OR EQUAL) MIN. STONE S >ryfvrc
PITCH 114 PER FT --- •n Z�``
IN Lj��tl
FLOW LINE.2/•0 �oazscf
J6.0 10 L.�fz?
EL.= 2r�y a ElS,y, ,a
EL- MIN. 19 0� 0 Q Q Q C] Q Q Q a p e a
)3 Z
LEVEL U o Q I✓7 Q C3 Q EL.= Li1s^Z
EL l EL= / 3.0 EL:z Z t• 2 A Q o e a o ' o o°° a ti(c
8'SiTv1P e o e a e e p ° 17
DIST El.= / Z. EL.= t 3 WATER AT EL.=
Q
g3 BOXag o
EL.- .
1000 GALLON PUMP
(!,✓gTt,Zr<srFp, DESIGN .CALCULATIONS
CHAMBER WASHED STONE 8 t X �j z NUMBER OF BEDROOMS
SEPTIC TANK ALARM ON EL.= 12 0
GARBAGE DISPOSAL UNIT
PUMP ON EL.= r1,S TOTAL ESTIMATED FLOW
PUMP OFF EL.= la -5- 7. PUMP & ALARM TO BE ON SEPERATE CIRCUITS. .a ( "GAL.18R./DAY x SIR 330 `GAL.IDAY ,
8. ALARM TO BE BOTH AUDIO & VISUAL'.el
SEWAGE DISPOSAL SYSTEM PROFILE REQUIRED SEPTIC TANK CAPACITY
SEWAGE
ACTUAL SIZE OF. SEPTIC TANK 1000 GAL.
NOT TO -SCALE,
_ LEACHING AREA REQUIREMENTS
BOTTOM OF TEST HOLE OR USGS PROBABLE WATER TABLE EL.= 13 G i SIDEWALL AREA CAL.lS.f.
�•, - � 'OBSERVED WATER TABLE 0? /10 /gz) EL.= t'`{ BOTTOM AREA. 0— GAL/SF
5'
.LEACHING CAPACITY S BOTTOM+SIDEWAtI) 8y GAL.
r;o)+(77x2�t2.S�
LEGEND' RESERVE 1EACHING CAPACITY
7 C GAL
EXISTING SPOT ELEVATION OOxO
EXISTING CONTOUR --- 00
FINAL SPOT ELEVATION rooll NOTES:
\ FINAL CONTOUR 00 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P.
SOIL TEST LOCATION
TITLE 5 AND THE TOWN OF yfzJ nc mrd RULES AND
UTILITY POLE "0" -= REGULATIONS FOR THE SUBSURFACE DISPOSAL- OF SEWAGE.
TOWN WATER=H'=—W 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
I %1 CATCH BASIN r ®f WITHIN 12 `"OF. FINISHED GRADE.
A' " .. 1 f it "�,; �3. EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME.
f✓� \�� T �� 1 4. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL `BE CAPABLE
•
OF WITHSTANDING H -'10 'LOADING UNLESS THEY ARE UNDER OR
EXISTING CESSPOOL TO BEPUMPED AND BACKFILLED. 9. WITHIN IO F7 OF DRIVES OR PARKING AREAS. H-20 LOADING
THE SEPTIC LINE THAT 'CROSSES THE WATER LINE SHALL SHALL BE USED -UNDER OR WITHIN lO FT. OF DRIVES OR PARKING.
g
BE BOTH BELOW THE WATER LINE AND .BE CONSTRUCTED OF5• ANY MASONARY"UNITS USED TO BRING COVERS 70 "GRADE
ID SCHEDULE 150 PRESSURE PIPE FOR 10' EACH, SIDE OF 'WATER
r LINE. SHALL BE MORTARED IN PLACE.
a
L DISTURBED AREAS ARE TO'BE REVEGETATED. S. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
�iAr ¢ i 11• AESfGN ENGINEER" SHALL WS?ECT AND CERTIFY THE INSTALLATION DEEDED OR 'ZONING REGULATIONS. OWNER /APPLICANT 1S TO
00 12. D
JJ tl OF THE PUMP MECHANISM TO THE BOARD OF HEALTH. OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY."
13. FIBERGLASS SEPTIC TANK AND PUMP CHAMBER MAY 8E SUBSTITUTED
FOR THE PROPOSED CONCRETE UNITS.
14. CONTRACTOR IS JO INFORM DESIGN ENGINEER AND HEALTH OFFICE APPROVED' BOARD OF HEALTH '.
OF WHICH PATH IS INTENDED TO BE FOLLOWED 'PRIOR TO CONSTRUCTION.
CCascp-_jc.}L Fel -117T 1S i?EG)✓rLct7> ]a,yclrJLd P//Nfj;
DATE. AGENT
APPLICANT, `