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-- AUTUMN DR I VE - NORTHAMPTON
WATER L f NE
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T.P. ## I I
S
FERC AREA a
--,1 nA� Fx15rINo D
EX 1 ST 1 NG LEACH I NG AREA (see notes)
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REPAIR
.- PVC FIVE (ter) S. 145
PLAN V I EW
s- E= T .. >= 20 '
AHEA = LEACHING BED. E35'L x 30'W]
4' PY PIPE (fol td)
ISM O/i.LIS�
svT IC
INVERT ELEVATIONS
IM' 01/T W" 110.31 Wn)
ANY IN TAM( ■ 110.12
1NY 41Y TANK 0 91.95
MIN IN 'b- BD( 4 99.75
IIIY Clfr 'D- aw 4 91.51
Iw, IN PIPES 4 99.25
ENO OF PIPES 9 99.16 -
IOTTCM OF STpE 1 91.54
POTTDM OF FILL MATERIAL 1 95.5411
PERC TEST DATA
WAIN SWC I/151 AM
EM 3MK: 111/5 AM
1/4" X1/2' RAS16D STUE
3h"
-1 r•-'�A—iYrl-!rte ..1n.7!/--ITS—r.
PROFILE (nts)
12-
ll: AM
11'
11:12 AM
11'
11:19AM '..
1�
11:26 AM
4"
11137 AR
r
L'
11:42 AM
1
I AM
PEAC RATE = 1.6" IPI M 35*
Ex ISTIN wNHmts�
PfXP(' W CONT LRS
F10121 aRAW - 12- MIR,(v -.12)
O.EM FILL MATEI AL
TEST P 1 T DATA
n.c.: =. 10. 19W
R.q—tad by: .AICs MO MN u T LCUKEU7
Al AlAXM DRIVE - NcRTwgf rN. VA,
Stta: 41 IUNeFI CRIK - IUR1WPTa, MV,
Nfg. San: TII'OTlif F- 1:,431 �i cc, a._<
TE -P_LT 1-1._
"li7P$q I L
5LJO-W I L3!-
ee SILTY
l soar) 29' - 53-
a y 5.7' - lir
ar—d-t— MINE
A' PVC PIPE
3/4H' - 1 1/2" WASHED STONE SIDE VIEW
FINISH GRADE - 12" MINIMUM (S=.02)
PED
1/8" - 1/2" WASHED STONE (2"cover)
2,5'�'ll.—;-5�--��-5'--(�"---5•�— 5"—��o—a5=T+�-z.S'
3/4" - t 11I' WAS140 STONE ' J , v N 1 t ` 1 a `•✓ r • 1
•ir---m—^ria-4rVrr--.rr—•nY—m�+t .--nr--nr..V—� —ZV• rr--cwT�..-<c�.—>n�+. �—r�T—T�—slr
SECTION A - A' (nts) cL —�'+�--t
NOTES
FRIS•TINO LEACHN3 AREA TO BE EIRAM iR
VATHD AOAED FROM SIZE AREA
TO IE FILLED WITH CLEAN FILL MATERIAL. ALL SANITARY WASTES TO BE
DISPOSED OF IN ACCORDANCE WITH TIE STATE SANITARY CODE TITLE -V.
4CAj FI" 1Mjp?jB - FILL HATER I AL SF40U CLEW CTY,N5E WA! ED SUD OR
OIHEI GEIL
AR ORALAR MATERIAL FREE FROM CLAY. FINES, DOST. ORGANIC
TATTER, LARGE STOLES, MACHRY, STUMPS. FROZEN CE"S OF EARTH, WOOD,
TREE SPANaES, AM WASTE 0WS-TAUCTION DEBRIS AM SMALL HAVE A
PEpWLAT ION RATE OF LESS THAN 2 MIN/INCH BEFORE JIM AFTER PL)CEI
PGI ST I NO SEPTIC TAN( TO BE pUJEM AND REMOVED FNO1 SITE. - ALL
ARAS
SANITY WASTES TO BE DI SOSED OF IN A[XICFDAHE WITH THE STATE
SANITARY RTE TITLE -V.
PROPOSED SEPTIC TANG TO BE MINIMUM 150Y GALLo,4.
NEW WASTE PIPE OUT FOUNDATION WALL TO BE RAISED TO PROPOSED
ELEVATION.
PIPES: SEPTICJAK INLET PIPE M BE A- NN PEW. PVC. SOUL. 35 MIN,
TEESM IHLET AND CUTLET TEES OF OPTIC TANG TO BE INSTALLED.
PROPOSED SEPTIC TANK TO BE INSTALLED ON A STABLE LEVEL MSE THAT
WILL NOT SETTLE AND SAAR. BE WATER TIGHT.
SEPTIC TANG SEDLLD Be HLFPflCT11D MID C EJAW AT LEAST MlAW1Y.
`T`PERTY LINES ARE AI'PRGMNATE AM NOT THE RESULT OF A FIELD s1RVE1'_
t A NOT FOR RWMVEYAN CE 0
ALL SETBAQC DISTANCES OF LEACHIH3 FACILITY MF_Ef THE REQUIREMENTS OF
THE STATE SAN TARY WOE TITLE - V.
M Ez I ST MY3 WELLS L=TED WITHIN 111119- OF LEACEIN7 FACILITY. SITE IS
SERVLD BY MUNICIPAL WATER %"LY OF MRTMWWTDH, MMSSA04rMS.
LOCATIONAND COFIGRA
AATICH OF MSE IS 94pM! FOR REFERENCE OCY_
LT
AUAL SIB MAY VARY.
ALL WI7R TO RE DOE IN /mOMNCE WITH THE STATE SANITARY CODE
TITLE -5
THIS SYSTEM IS OESt NED FOR A OARBAC£ DISCISAL. HkEVEJR, A G WZX
DISPOSAL IS NOT
WHI PEAS THE DESI E C1
C MOT tRMITFE TIC INSTALLATION OR 1.5E OF
THIS SYSTEM , THE IONFA CANNOT QAR EE AC.AIH.A.T FAILURE DF THE
SYSTEM -
DES I GN CALCIJLAT I ONS
3 BEDROOM 11015E M 110 OALLCHLS PER BEDF)OGM,= 33Y In
330 OPD v 1.5 = A9 GPD WILY FLOW
PEW RATE F 11 H'WMS PER MHN
g;1nGHG N1EAS+AY 9.55 ONIZING PER SD. FT.
A� RILHQ�_ 3SL x 3A'W = 185/ Y7. FT. A .55 GALS. ISO. FT.
= 571.5 GALS. = DESICh LOAD
pA.--1 LY FLOW ASS
¢I`J[51OR LDA^- F STT.S GAI I p$
i
PROPOSED INDIVI
REPAIR - Al
oALnAw u
FT
APPROVED Bri - ax .o,o...
-- enm cf HExTrt -
DATE: nu...
Plan APP I
of�Sfc l or Con azU o � GR
�uDject to th_ fo11oH1TL; c}>ntlStlarm:
t
NILS R.S.
DW
TWOINY
IUMS
DUAL SUBSUWNX SEWNX DISPOSAL SYSTEM ^.IP�-
ALT1LfN DRIVE -mWTKVFTON IM..
nav,sMawn FOR: JAMES JVD MAA(ARET
At AUI— DRIVE - NYTTTWPTON, MA
-
RY: TIMOTHY E. MAGHNAIS RS
is FONTAII.E ROAD, WESTHLA`PTOIN, MA
A...A. 1117 ..A As NOTEDI nA.A.iu
REPAIR