Lot 9 Title 5 documents 1975 PROPOSED DOMESTIC SUB-SURFACE DISPOSAL SYSTEM DESIGN
PREPARED
FOR F/5ZER
LOCATION ,04vW PARM5 An), V iro j 4t127
Number of Bedrooms:
4
Garbage Disposal: YE G
LEACH AREA DESIGN
4- Bedrooms x 2 persons/bedroom = 8 persons
E, Persons x 50 gallons of waste water/person per day =
400 total gallons waste water per day
Percolation Rate: 0.407 min/inch.
Square Feet of Leach Area required/gallon of waste water
for a Percolation Rate of 047 min/inch = 0. 5 S.F./gallon
*If a leach bed is to be installed, one S .F./gallon is the
minimum area that can be used for a Perc. rate of 10 min/inch
or less.
4W
Total gallons of waste water per day x 0.5 S.F./gallon
20Q S.F. of Leach Area (required)
*If garbage disposal is installed , leach area will be increased
by 25%
ZOO S.F. of Leach Area x 125% = t50 S .F. of Leach Area
RECOMMENDED LEACH AREA:
360
(3 �57110E ARouA/0 PIT)
ALMER HUNTLEY, JR., B ASSOCIATES, INC.
SURVEYORS - ENGINEERS - PLANNERS
LEACH
BED
TYPE OF SYSTEM
Recommended Leach Area
L =
W =
S.F.
*The minimum lines per field is 2 .
**The maximum length per line is 100 ' .
(75' when daily flow is greater than 2000 gal. )
LEACH
TRENCH Recommended Leach Area S.F.
3 ' Wide = feet of trench.
trench lines, feet long
*The minimum lines per field is 2 .
**The maximum length per line is 100 ' .
(75 ' when daily flow is greater than 2000 gal. )
LEACH
PIT
Recommended Leach Area _S .F.
Check attached sheets for type of Pit and amount of stone.
ALMER HUNTLEY, JR., & ASSOCIATES, INC.
SURVEYORS • ENGINEERS - PLANNERS
SEPTIC TANK
* without Garbage Disposal
Gallons of waste water per day X 150% =
Required effective liquid capacity of septic tank
RECOMMENDED: Septic Tank
* In no case will the septic tank be less than 750 gallons
(effective liquid capacity) .
400
Soo
* with Garbage Disposal
Gallons of waste water per day X 200% =
Required effective liquid capacity of septic tank
RECOMMENDED: 1ae) Septic Tank
** In no case will the septic tank be less than 1000 gallons
(effective liquid capacity) .
ALMER HUNTLEY, JR., & ASSOCIATES, INC.
SURVEYORS - ENGINEERS - PLANNERS
SEPTIC TANK
* without Garbage Disposal
Gallons of waste water per day X 150% =
Required effective liquid capacity of septic tank
RECOMMENDED: Septic Tank
* In no case will the septic tank be less than 750 gallons
(effective liquid capacity) .
with Garbage Disposal
400 Gallons of waste water per day X 200% _
6
6 Q Required effective liquid capacity of septic tank
RECOMMENDED: VW Septic Tank
** In no case will the' septic tank be less than 1000 gallons
(effective liquid capacity) .
ALMER HUNTLEY, JR., E3 ASSOCIATES, INC.
SURVEYORS - ENGINEERS - PLANNERS
REOUE:TEO BY:
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125 PLEASANT STREET
ALMER HUNTLEY, JR., 1 ASSOCIATES, INC.
SURVEYORS ENGINEERS - PLANNERS
AL hg ER
4 - //- 75
PO. Box 568
125 PLEASANT STREET
NORTHAMPTON, MA5s. 01060
(413) 584.7444
5 'Toi
(Date)
On 4 - 9 7 5 we completed percolation tests and obser-
vation pits for a proposed Individual Sewage Disposal System to be located at
$D12o[JS.C/ LOT /hear ! rnaMS 804.0 Nrot/ LO
/ RESULTS AND RECOMMENDATIONS
�1, /S�e attached sheets for results of tests
V Soil should be suitable if system is properly installed
)200 gallon septic tank for a daily flow of 800 gallons
360 square feet of leach area for a daily flow of 400 gallons
More percolation tests should be taken
More observation pits should be dug
__ Soils are not suitable for a leaching area
y/ Contact your local Board of Health for additional information
y Application attached
'_ Plot Plan attached
/
V
System detail sheets attached ,,� �FPJ! ' \
3L: _
1 ALL
.,\ :S.�2T' C.
Remarks:
vi %rt-
Very truly yours,
ALMER HUNTLEY//J/✓R). & ASSOCIATES, INC.SCIfjet -
THE ABOVE RECOMMENDATIONS DO NOT CONSTITUTE APPROVAL OR DISAPPROVAL OF SEWAGE DISPOSAL SYSTEM
WEST SPRINGFIELD OFFICE
380 UNION STREET
GREENEIELD OPPICE
158 MAIN STREET
i
• �, .. et.-1010.. ���
Ir ] ✓h •J
10214BLEi1'
it
;b OGn1..37/40
STOVE PAD
.Nit/ 2'TN/ete
LE4CN/VC AREA (s4,17-
NE/GNT
WQSNEO STOVE (/7)
4=3'
7,1=4'
5'-5'
/75
250
325
425
4/OTC' •4LL WOQk'
COodd.
SED 9 O TO
2:cTLU
EX/STGU6 SO/L
W/L[E 6E DONE 7/1 ACCOEO4.UC$E� W/7" ART/CLE r OP THE STATE 5A.U/.TCF/
im6E' HPEEOP,.(AE$ rfthv SETAE FECTfg Ou>S/OE O/ENS/ T
ALMER HUNTLEY, JR. 81 ASSOCIATES , INC.
REGISTERED LAND SURVEYORS 8 CIVIL ENGINEERS
125 PLEASANT STREET
NORTHAMPTON , MASS .
JOB N 0
'SCALE NONE 1 SHEET OF
CCPREC4S7
DOPY WELL
Xs"TD; """WASHED Sr0//E 2"rare cola
/AQCfR STONES LAP /=0-M/.t/.o.(/Tp
P/TC0✓E.P.
/2"fr1/4L TOP 60/c
/d C4ST
COAKWITEL7PiMF/1
SAS
STONE
COMM
LOU W.
121 U214
A'TDtW4SF/ED
1/4,7-ave. Pop
2'7N//CK
dZd7 4T/DX/
LE4CH 4U6-- AREA 00 FT)
";y"
NEiG//T
,Uo,
SCCTf9NS
WASHED STOA/E (A7)
i!"_/'
A•2'
:4=3'
!!'=4'
6=5"/
2
200
275
350
425
845"
3
250
325
425
500
/01-5"
4-
300
400
.500
600
PAR/ABLE A"
.UOTE. •4 2 WORK W/LL 86 DONE /,0' 4CC0R0-44./CE W/TN ART/CLE r01-7-1/6
ST4TE 64.0/TARP OOD6.
•824Ci.UG W/-/E.V MOPE T/J4y ONE 56eP4GE P/T OR DRY WE/1 126
85/A/0 Lac /3' TO BE TNREE T/.WES THE LONQEST EXPECT/!/E
0013-/Da O/MEA/S/ON.
ALMER HUNTLEY, JR. a ASSOCIATES , INC.
REGISTERED LAND SURVEYORS 8 CIVIL ENGINEERS
125 PLEASANT STREET
NORTHAMPTON , MASS .
JOB N 0 .
'SCALE. .10.1E I SHEET OF
•
"• TO/'4' W481/EO
STOVE 2"THICK"
COVEP LARGER
STOVE/LAP/=0"
ON TO PIT
COVER.
TOP SO/L
/2"41/44
A"
1/42/ABLE
44"70/4" 1474.514C0 STOVE
PPECAST CONCRETE
ORYWELL
/e"IDx, "W4SNED STONE 2"T/J/CK
WASILD
STONE
mi n FT CO
DfC D _11 i
• :d • s
PRECAST CaWeETE
4PYWELL
A.Tor WASHEO EXIST/.U6 SD/L
STOVE.490 2"7-MCK
ELEV4T/ON
to-Airy/vs 4REA 45'4PLJ
•y""
HEIGHT
i1/4
eECT/aus
WASHED STC4/E C FT)
i7• /'
;e1--.2'
-4;st
;414
77`
2
200
275
350
425
/13"
3
275
375
475
675
NOTE:•ALL WO"PK W/LC SC LYXIE /.V 4CCO"PO4NCE W/TH 4KT/CLE 27 OP 77/E
STATE "SAN/TARY CODE.
•SP4YVG WHEN MOPE T.U44/ ONE SEE°.4a- PIT OR COPY WELL ARE BE/NO
USED /S 70 BE THREE 77nies THE EFiECT,VE Oc/TS/OE" O/A •ETE"P.
ALMER HUNTLEY, JR. & ASSOCIATES , INC.
REGISTERED LAND SURVEYORS & CIVIL ENGINEERS
125 PLEASANT STREET
NORTHAMPTON , MASS .
JOB NO
'SCALE NONE j SHEET OF