HomeMy WebLinkAboutEngineered Plan - Rev. 1994PROP05ED
TOP OF FOUNDATION
ELEV.
10 FT. MINMUM
4' GAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4' PER FT,
CONCRETE
GOVERS —
MAX.
j FLOW LINE
20 FT. MINIMUM
4' SGHEDULE 40 PVC PIPE
VIN. PITCH 1/8' PER FT.
CONCRETE
GOVER5 I- -
GLEAN SAND
2' LAYER OF
1/8' TO 1/2'
WASHED STONE
501L TEST
DATE OF 501L TEST --------_ _
WITNE55ED DY ____ ____
PERCOLATION RATE --------MIN./INGH.
ODSERVATION HOLE I ODSERVATION HOLE 2
EL -EV .------- . ELEV-____--
0' TOP AND
5UD501L '
10'
ELEV. - (oi_ad-_ U MIN. Iq� I I ELEV. - I Oo, 00 ► 2 �, "1 ° zo-
EE o 0
ELEV. - I o0.2 LJ ----- _
ELEV. - q914 _ LEVEL o 00
ELEV. - Q`1.7� o o 0
----
0 o o WATER AT----- a' "----- WATER AT----- EL "-----
D15TRIDUTION ELEV. - q�,l-- ° �> o°3/4' TO 11/2' ° W ° o DE51GN GALGUL-ATIONSDOX WASt-ED STor oo LL ° o°Niwl@ER of DEDROOMS (too 1110TO DE WATER TESTED ° o ELEV. - GARDAGE DI5P05AL U"T "o1000 GAL-LON IF �E THAN ONE OUTLET o ° ° TOTAL ESTIMATED FLOW
SEFTIG TANK (�{Z_GAL.IBR./DAY X _�� DRJ �i�GAL./DAY
PKEGA5T LEAC SIG ti6' DIA 2 REQUIRED SEPTIC TANK CAPACITY ¢o_ GAL.DA51N OR EQUIV• WELL IACTUAL SIZE OF SEPTIC TANK /0 o GAL.
ZONE L.EACHgNG AREA REQUREMENT5
vi' Is,, IWEX--- SIDEWALL AREA 2_SGAL./5F.
,tomADJUSTc_JFWAGE D(SN�AL, 5Y5TEM PROFILE f� OF.-�11v Z-x/_5,�� ----- DOTTOM AREA _I_o_ GAL.IS.F.
NOT TO SGAL.E LEACHING CAPACITY (DOTTOM + 51DEWALUq"GAL./DAY
RESERVE LEAGHING CAPACITY ----- GAL./DAY
DOTTOM OF TEST HOLE OR LJ5G5 PRO13ADL-E WATER TADLE ELEV.-------
_WV.
rrDy
'a L-OGATION MAP
�NOTE-
L ALL WORKMAN5HIP AND MATERIALS SHALL CONFORM TO D.E.P.
41a TITLE 5 AND THE TOWN OF �i'�'�'" �� - - RULES AND.,1A,6 (t' �.1. ? �� `� r �c REGULATIONS FOR THE SUDSL�FAGE DISPOSAL OF SEWAGE
y / ,� `, % j� + S�}•,2. ALL GONERS TO SANITARY UMTS 5HALL DE DROUGHT TO
U ' 1 j , /f ' � WITHIN IT OF F�llSHED GRADE.
3. EXISTING AND FINAL GRADES SHALL REMAIN E55ENTIALLY THE SAME4. ALL GOMFONENT5 OF THE 5AMTARY SYSTEM SHALL DE GAPADLE OF
WITHSTANDING H-10 LAADING UNLESS THEY ARE UNDER OR WIT} -IN
\�10 FT. OF DRIVE5 OR PARKING AREAS. H-20 LOADING 5HALL DE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS.
5. ANY MASONARY UMTS USED TO DRING COVERSTO GRADE SHALL DE MORTARED IN PL.AGE.
6. NO DETERMINATION HAS BEEN MADE A5 TO COMPLIANCE WITH
DE0 OR ZONING RE6Lti.ATION5.
7. oe W1 Ptd' To vtp l t=1 p�? �1 �tZL� God 6-c �i�'t
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50-44
„�� ,, ' � � `�./,f ' i 'd ` . r'" �Q via•, > �f�, r �F.
t �• �,� �1Ea 5�,..� PROP05ED SITE PLAN OF LAND IN
LEGEND. L.6.1
EXI5TIN6 SPOT ELEVATION ,. 00X0
A5 PREPARED FOR SGAL.E DATE CK�T, \194
EXISTING CONTOUR --00' �} J 0�1 fi' dJ �JC�,i. (�� s • t i '�C ZC)
'` REV. 96-/,F),1,994
- - FINAL SPOT ELEVATioN . oo.o .� APPROVED: DOARD OF HEALTH
FINAL GONTOLNZ oo ` \q PAUL . E: SWEETSER,PROFESSIDNAL LAND SURVEYOR
_50P,TEST LOGATION �G
UTUTY POLE �� ` � 68 WLLLIAM5DLIRG AVE -E HARIIVIGH,MA 02645 (508)432-853q
-0-
TOWN WATER ==W - W �fl % G'� �CJ��t' FILE NO, 51- EET , OF k -
GATGH DASIN f ®1 ATE GENT e O , y ,
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