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SCHEDULE 940 PVC 4" DIA. TITLE
V
�SFST+ —
TANK 1500 GAL ROTONDO -9T--1500 OR EQUAL SITLE6V
GALLEY ROTONOO G 444 MODIFIETITLE VD TO 21f HGT. SECT.12
INSPECTION I ENO1NCG+t n..y - SECT.2.8
-•--- --
CONTRACTOR 48 NRS. BEFORE CONSTRUC-
TION IS TO BEGIN.
FILL FILL VOLUME' IS APPROX. Z,SO CU.YDS• SECT82_
TO CONFORM TO SECT.2.17 IN ITS
IFICATION THAT }1LL TOPSOIL AND IMPERVIOUS MATERIAL BELOW
WITHIN 10' OR 25' OF TSB LEACHING FACILITY MUST BE REMOVED.
IFICATION THIN ALL TREES,BRUSH, AND STUMPS WITHIN THE FILL
TO BE PT -MOVED -
SEPTIC TANK DESIGN
•• .. ": "'
11
* O GAL
DAILY FLOW
SEPTIC TANK SIZE .. "'
/.5'00 loll„
PERCOLATION RATE FROM TEST • •
• 2MiN/INCH
LEACHING GALLERIES OR CHAMBERS
WIDTH OF CONCRETE BOX FEET
BOX FEET '.::
S2
LENGTH OF CONCRETE
" '
DEPTH OF WATER FEET
STONE ALL AROUND FT
Z
THICK OF
GARAAGE'GRINDER USED
"'
328
TOTAL BOTTOM AREA SQ FT •••••
" /Q6
TOTAL SIDE AREA SO FT •••••
• • ' ' •
' 27Z
TOTAL GALLONS TO BOTTOM •
" "
1 z
TOTAL GALLONS TO SIDE •
::::
TOTAL GALLONS SUPPLIED
TITTLE 5 ••••••
b&D
TOTAL GALLONS PER
o FT
D
TOTAL GOT & REA
SFEET •'•
2
DEPTH OF WATER INABOX
A/07-5:
NO 5V6DR,4/AIS
WITHIN '/00 OF LEACHING
G/gLGEr- A Z L WORK TO BE
DONE //J ACCORDANCE WITH
TITLE.Y SAV)T.4k1sEweR,
MAr 20, /977.
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PRESSURE DOSING LEACH BED (RAISED) DETAIL
X—SECTION (NOT TO SCALE)
34- 61a• aa• D•O ad• _ �.
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RE -PLUMP INTERIOR D
TO COMMON BUILDING
ABANDON EXISTING SEP77C TANK
REMOVE COVER
PUMP OUT CONTENTS
FILL W/ CONTROL DENSITY FILL
IFLOWARLE FILL)
woww
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TYPICAL PUMP CHAMBER DETAIL (NOT TO SCALE)�DpJVF
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ILER FIFO Tom?
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7' IAN _ SL -R1 LLT+-+_ .ILH .-TrR _,�P. S•II
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P
RVIn MBRE4 UW"3 CILA(E EQUIP. 413-773-3683, QI EROeL
2 CCWRCLLER�d - SM -'_L '.I LLJCE " CIF. ;It PVI° -7. -R[. -- -�I' !iS`I. %i' D.
Sw11C-- r0. S'w1'C- C_ -r SEC --E ; - ':IEE
3 .LL ELCC1 Z[31.WF S-«__ S- It uC=.r.. >E-'_C:'CR wC E,. "C [-- cm.Du11
• nL:A. SI. -LL DC °O.t— 3' S[ --IC CI+CLII Tv^' Pr -
i
PRESSURE DOSING SYSTEM PROFILE (NOT TO SCALE)
2.000 GALLON
D I TAN
SBM-. Im 7W
IN OP '
2.000 GALLON SEP71 CTs WJ OUTL Er FX TER &.RISI
TO GRADE OVER INET:)'&
r—saP�rsara,NN OOSINO CHAMBER PRESSURE DOSING LEACH BED (RAISED)
1 (SEE ml6ritfglE91 MMl foal G•LLORS ESF.E aEtAai
"� ` rovFx6oReA"'w�'uP3 rsFFAP-•�U Fu'rrse�DCAeoEnlaN.
LL
WALL
ALwNlrnu�N J.T
WALL Alrt°ALaF.n1 lL+VE!a•L seoP£roas Fr,Fr
9UTLE1'BLY£�� OWEfl APE � ra5'uT£
3 J .y 6, 6• MIN.INV. ELEV. = 01.8
5 - _orrnFr ELEV. -07.9
'L rNET FLIER
DIF�iF 1'D4M'TCVA—' / ��
`j ELEV .1.
NOTES: I. INV. AT LEACHING BED IS BASED ON SOIL EVALUATION" MAX NIGH GROUNDWATER ELEVATION
2 CONTRACTOR SMALL CONFIRM LOCATION & ELEVA nOI#QF BUILDING SEWE.RATCONNECTION POINT
PRIOR TO SETTING SEPTIC TANK&PUMP a"SER
DEEP OBS. HOLE
NO. 1 (TP -1
DEPTH HORIT- TCIf7U9C
COLOR U07LES OTHER
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KILL
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_ _ _ _ _ _ G PCPs:
NOTES: F
T. CONTRACTOR SHALL PROTECTEXISTINa TREES & SH2VP5
ALL DEEP-ROOTED TREES & SHRUBS KTFHIN 20 -FT 01 CEAC
2. CONTRACTOR SHALL LOAM d SEED ALL DISTURBED JIZAS
MULCH UNTIL GRASSES ARE WELL ESTABLISHED TO. -FY!
O. CONTRACTOR SHALL CONTACT ENGINEER PRIOR TO ITIIART
1. CONTRACTOR SHALL CONFIRM LOCA7701Y6 Ef.EVATIp.lpa L
PRIOR TO SETTING SEPTIC TANK & PUMP CHAMBFR i
DEEP GBS. HOLE NO. 2 '(TP -2)
DCPTH HORIZ-7EyTYT
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BED
OCK > 104"
ELEV. AT GRADE (RELATIVE SITE B.rd.): 92T ELEV, AT GRADE (RELATIVE SITE OEM.): IMLs
OBSERVED DEPTH 70 GROUNDWATER: NONE oBsFRVEB OBSERVED DEPTH TO GROUNDWATER; NONE 095ERVO
ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH: 6RwrsEs ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH: -INCHES
C
a
bf
fi
NOTES:
SI
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a,anelE9Dy�. eeaL�.RP 91An � ,roN.r.�n,.
I
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131
1 4 1 Z
4' Du CONNECTION
TO BUILDING SEWER
{SCHJOPVCJ
�I
�.,4�
: TANK
VSER
T d oITTLET
asKD ism[
2" ODL DELIVERY PIPELINE
3' DIA. MANIFOLD
(SEE DETAILS)
(PRESSURE SEWED
PERCTESTNO, 1
—98 —
EXISTING CONTOURS
] 1
PROPOSED CONTOUR
0
APPROX. LOCATION OF WELL
717101
1UBS IN YARD r0 THE EXTENT FEASIBLE
LEACHING FAC14MES SHALL BE REMOVED.
RFAS. SEEDED AREAS SHALL BE MAINTAINED WIN'REVERT SOIL EROSION.
;TAR7ING WORK ON SEP77C SYSTEM. _
N OF BUILDING SEWER AT CONNECTION POINT
0
EAGHP7ELD � ( O
1'
J 'foflWl m
/NF BELONGING TO
HELEN GLEASON
9 BIRCH LANE
$
PROPOSED uEAR1NdLOCATION PLAN
APPROX. SCALE: 1" = 200'
D)AOPER
FOR.INVERT ryN"HOLES) SFT O.C. LATERALS (NYP) AT 5 -FT O. C. W1 P ABED BY NEWMAN ENVIRONMENTAL ENCIN. JULY 2001. BA5FD ON SITE TOPO. SURVEY;
OR
STAGGERED AS SHOWN 'FNATPLAN OF LOT 019A'DRAWN BYAT GLEASON, HAMP. CO. REGISTRY OF DEW- SSK-13S PG -47,
MASSGrS ORTHOPHOTO 0110513114.112 -METER RESOLUTION
REPLACE EXISTING SOILS TO ELEV.-MY -
WICLEAN SAND FILL TOEXTENTS S7MWN {GENERAL NOTES
AREA - 60'r 32'
1-- MAINT.VN BREAKOUT ELEV.•92T'
MORE THAN T$ FT FROM LEACH FIELD
DOWN GRADIENT SLOPES SHALL NAVE A
GRADE OF 3 HOR11_: 1 VERY., OR FLATTER
1,500 GALLON PUMP CHAMBER
W/ 4' CONN FROM SEPTIC TANK
(SEE DETAIL$)
SITE PLAN
SCALE: V =30'
❑ TP -1
DEEP iOBS.HOLE (TEST PIT) NO. 1
O PT -1
PERCTESTNO, 1
—98 —
EXISTING CONTOURS
_95—
PROPOSED CONTOUR
0
APPROX. LOCATION OF WELL
717101
ROCK -WALL
- - -- -
APPROX. LOCATION OF PROP. LINE
- — `-'
STREAM(WETLANDS BOUNDARY
DESIGN CALCULATIONS:
OESIGNFLOWRAM, 110GPDX8aDRM=660GPD—EXISTINGFACILTTYREPAIR!
NOT DESIGNED TO ACCOMMODATE GARBAGE DISPOSAL •B(ISTINIG GARBAGE DISPOSAL TO BE T
DESIGNPERCRATE =4MPI; THUS, EFFLUENT LOADING RATE IS 0,60GPD/SF (CLASSIISCILS)
LEACHINGFIELD: LEACHING AREA REQUIRED; 6WOPT4O50GPOISE)=T,10OSF
USE LEACH FIELD: 50' LONG BY 27 WQDE, 6.5'DEEP
LEACHING AREA. 50'x27=1,100SF —OK
RESERVEARCA NOTPROVIDED—OOSTINCFACILrrYREPAIR
ESTIM. SEASONAL HIGH WATER TABLE (FSHWU = 07.3' NEAR M I
SET BOTTOM OF LEACH FIELD (STONE) AT ELEV. = 91-T
EXCAVATE p(ISTIVG SOLS TO ELEV. - 09.3'
SEPTIC TANK NEW 2.000 GALLON SEPTIC TAN)( PROVIDES a N DAYS RETENTION 77ME AT DESIGNFLOW
DOSINGSYSTEM: MON. 1.500 GALLON TANK EMERGENCY =950 GAL;W'ORIONG VOL =790GAL; MISCELL=J50 GAL
PUMP. DISCH, • 44 GPM AT 28+7 TDR; CYCLE TIME - 290 GAU44 GPM - B & MINUTES —O.K
PIPING. DELIVERY - 20' DIA.; MANIFOLD - 3* DA.; LATERALS =1.25' DwL
SPADING: LA TERALS PLACED 64-7 0 C.., PERFOR IN LATERALS AT 54-70 C.
ANTlfLOrAr10N: 1,50) GALLON TANK= f 0.S'x 5.67`15 3Yx SZ4 LSSICF =19,WO LBS BUOYANCY fSURCH.)
TANK= fZODO LDS, ADD CONCR. PAD: 10 5' X 6 X V x 125 LBSfCF - 7,900 LBS; SVM=19,900 LBS- O K
ESHWT MAYEXCEEO TOP OF TANK- I -FT THICKANTW1,07ATION CONCR PAD IS REQUIRED.
BREAKOUT GST.=T5';BREAKOUTELEV. • 921'- PROVIDEADDI.RLLAS SNOWN 6 SW/ALE$ r0 DIYERTRUNOFF
I. MAINTAIN A MINIMUM 100 FT. SETBACK BETWEEN WELLS AND LEACHING AREA;
MAINTAIN A MINIMUM SOFT SETBACK BETWEEN WELLS AND SEPTIC TANK
2 THE 1EACHWO AREA SHALL BE MORE THAN 20 -FF FROM THE FOUNDATION.
SEPTIC TANK SHALL BE MORE THAN 10 -PT FROM THE FOUNOAT7O.N.
3 MIN SLOPE OF BUILI7)NC SEWER SHALL BE 115' PER FT, WD AT CONTINUOUS G174bE
I PROPERTYLINFSAS SHOWN ARE ONLY ESTIMATES. FIELD VERIFY DISTANCE TO
PROPERTYLfNES PRIOR TO CCIVSTRUC7ION d OBEYALL LOCAL ZONING QROMWYCES.
5 SYSTEMNOT DESIGNED TOACCPMMODATE GARBAGE OMPOSAL
4 AVORI ORWMI OVER LEACHING AREA, EXCEPT FOR SITE cut4miLT.
.1 -
t,ONSTRUCTION NOTES
I. SYSTEM COMPONENTS: SOIL ABSORP. SYSTEM = RAISED BED wrPRESSURE DOSING
LEACH FIELD: 50' LOAC, 22' WIDE 6 0.5' DEPTH BELOW PIPE;
LATERALS 1,25' DLL SCHED. 40 PVC WJ 11PPERF. @ 6+7 QC.
MANIFOLD; 3'DOL SCHE0.40 PVC, RATE 150 PSL MIN
DELIVERY POPE: Z'OU. SCHED.40 PVC, R4TE0 150 P5) MIN
ONE PUMP DOSING SYSTEM (SEE DETAILS) -PUMP c MVERS WHRH5
ONE f,5W GALLON PUMP CHAMAER
ONE 2,000 GALLON SEPTIC TANK
GRAVITY FLOW PIPING: 4'DIA SCH. 40 PVC, MIN. S=1/9"PER Fr
PRESSURE FITTfNGS SCH.40 PVC OR BRASS, RATED 150 PSI MIN
SEPTIC TANK OUTLET FILTER. ZABEL Ad SOJA. OR EQUAL
2 SEPTIC TANK 6 PUMP CHAMBER SHALL BE WATERTIGHT SET LEVEL ON BASE CONSISTING
OF NATIVE GROUND W/ A MIN 01NCH STONE BASE fGF 314 'STONE), EQUfPPED WITH A 20' DIA
WATERTOGHTMANHOLE d ACCESS PORTS TO WSPECTINLET 9 DO= PIPES; RECTANGULAR
W/A MIN WIDTH TO LENGTH RATIO OF 1 TO f.5 d MIN 4 -FT LIQUID DEPTH BELOW OUTLET,;
DESIGNED FOR HEAVY OVTYLOADING; 6 MEETING THE REQUIREMENTS OF 31(1 CMR 15225.
INLET d OUTLET TEES SHALL BE SCHEO 40 PVC OR PRECAST CONC. EXTENDING 6 -ABOVE
FLOW UNE, W1A MIN. AIRSPACE OF 3' BELOW TANK COVER. OUTLET TEE SHALL EXTEND A MIN.
14, 19, OR 24 INCHES BELOWFLOW UNE FOR TANKS W/UOUID LEVELS OF 4, 5, G 5 FT, RESP.
.,ALL CONSTRUCTION SHALL BE W ACCORDANCE W/ TITLE 5, MASS, STATE ENVIR CODE
-1
SEWAGE DISPOSAL SYSTEM REPAIR
AT
9 BIRCH LANE, NORTHAMPTON, MA
FOR HELEN GLEASON
FIELD: 713101 GJN/MSN OWNER:
ORWC:
7!7/01
GJN
HELEN GLEASON
Uo NORM JACOUES
CALC:
717101
GJN
JACQUES REAL ESTATE
384 MAIN STREET
CHWD:
717101
GJN
EASTHAMPTON, MA 01027
REY:
TEL: 413-527-3333
DWG. NO. Z0f07-1
SHEET: 1 OF 1
EWMAN EIWIRGNMENTAL ENGINEERING
0. BOX 396. 21 GUARD ROAD, WORTHINGTON, TLA 01095
:L: 413-238-5383 FAX; 413-238-4276
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ITEM
SPECIFICATIO21
REFERENCE
plPg
EDULE tl40 PVC A" DIA,
TITLE V
1
PERCOLATION RATE FROM TEST -
1500 GAL ROTONDO ST 1500 OR EOUTITLE
V
SEPTIC TANK
WIDTH OF CONCRETE BOX FEET -•••
LENGTH OF CONCRETE BOX FEET '••"
SE
GALLEY
ROTONDO G 444 MODSFIEO TO AGT.
THICK OF STONE ALL AROUND FT -.-.
LEACH
GARBAGE GRINDER USED
SECTEI2
INSPECTION -
ENGINEER SHALL BE NOTIPIED HY
TITLE V
SECT.2.8
/Q�p
CONTRACTOR 48 HRS. BEFORE CONSTRUC-
;?7? -
]zTOTAL
TOTAL GALLONS TO SIDE••••••
TION IS TO BEGIN.
TOTAL GALLONS SUPPLIED -•-••
FILL
FILL VOLUME IS APPROX. 250 GO.YDB.
TZTLE V
SECT.2^1T
TOTAL BUT & BIDE AREA SO FT •--
TO CONFORI4 TO SECT.2.1 IN ITS
DEPTH OF WATER IN BOX FEET •••
Z
ENTIRETY.
SPECIFICATION
C
THAT ALL TOPSOIL AND IMPERVIOUS MATERIAL BELOW
AND WITHIN 10'
OR 25' OF THE LEACHING PACILITY, MUST
BE REMOVED.
SPECIFICATION
THAT ALL TRE^S.BRUSH, AND STUMPS WITHIN THE FILL
AREA TO BE REMOVED.
SEPTIC TANK DESIGN
....'.....
.4qO GAL
DAILY FLOW.
SEPTIC TANK SIZE '- "'
/600 GAL_
PERCOLATION RATE FROM TEST -
2MM.1INaH
LEACHING GALLERIES OR CHAMBERS
WIDTH OF CONCRETE BOX FEET -•••
LENGTH OF CONCRETE BOX FEET '••"
37
DEPTH OF WATER FEET ••'-•••.
2
THICK OF STONE ALL AROUND FT -.-.
2
GARBAGE GRINDER USED
_
-
TOTAL BOTTOM AREA SO FT -• - -- ••-
3Z$
TOTAL SIDE AREA SO FT •-
/Q�p
TOTAL GALLONS TO BOTTOM ••-••••
;?7? -
]zTOTAL
TOTAL GALLONS TO SIDE••••••
•• 392
TOTAL GALLONS SUPPLIED -•-••
6(q
TOTAL GALLONSPER TITTLE 5 ••••••
660
TOTAL BUT & BIDE AREA SO FT •--
1114
DEPTH OF WATER IN BOX FEET •••
Z
Wf"Am
No SV 8DR,4/NS
WITH IN /OO' OF L E/icHING
GALL Ey- AL L WORK To BE
DaNB //J AccoRQANcE WITH
TITLEY SANITARySEWER,
MAY .ZGI� /977