371 Septic Permit & Plans ECK OR FILL IN WHERE APPLICABLE
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
City OF Northampton
,ppiirtttinn fur 13ispnsttl Marks Cnunstrurtian Permit
Application is hereby made for a Permit to Construct (x ) or Repair ( ) an Individual Sewage Disposal
System at:
Lot 7 Audubon Road ?
Loam on Address
Ira Helfand and D orah smith
a
Type of Building 4 Garbage Grinder
Dwelling—No. of Bedrooms Expansion Attic ( ) g (X )
Other—Type of Building No. of persons Showers ( ) — Cafeteria ( )
Other fixtures
S 660
Design Flow gallons per person per day. Total daily flow Salons.
Septic Tank—Liquid capacity 1500 gallons Length Width Diameter Depth
Disposal Trench--No. 8 Width 3 Total Length 240 Total leaching area sq. ft.
Seepage Pit No Diameter Depth below inlet Total leaching area sq. ft.
Other Distribution box ( X) Dosing tank ( )
Percolation Test Results Performed by A. B. dx..-_..HunCi.ey..As.aac Date 5-22-8b
Test Pit No. I 8.0 minutes per inch Depth of Test Pit-11[ 3" Depth to ground water.
Test Pit No. 2 minutes per inch Depth of Test Pit Depth to ground water
or Lot No.
Box 324 Leeds
Address
Address
Size Lot 4.681 Ac. xg ,xftt
Description of Soil
See attached plan
Nature of Repairs or Alterations—Answer when applicable
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Sanitary Code—The undersigned further ag of to place the system in
operation until a Certificate of Compliance h ee _ued �h e• tdoff Ilea kh. _ K
Application Approved By -- --"'
Application Disapproved for the following reaso
Permit No
Date
Issued.
Date
Prepared For:
PROPOSED DOMESTIC SUBSURFACE DISPOSAL SYSTEM DESIGN
IRA HIL fA ^i!)
Location: LoT 7 /j no S:n^r RQ N ' TON
Number of Bedrooms: _ 4- Garbage Disposal: `/f S
LEACH AREA DESIGN
A Bedrooms x 2 persons/bedroom - 8 persons
Fj Persons x 55 gallons of wastewater/person/day - 440 total gallons of
wastewater/day. x I . C = 4, 60
Percolation Rate: Fj min/inch
Gallon of wastewater/square feet of leach area for a Percolation Rate of:
2 a min/inch - 0.3 3 Gal/SF Sidewall Area
= 0 Gal/SF Bottom Area
*. If a leach bed is to be installed, no sidewall is allowed.
* If percolation rate exceeds 20 min/inch, no bottom area is allowed.
- SEPTIC TANK -
* WITHOUT GARBAGE DISPOSAL:
Gallons of wastewater/day x 150% _
capacity of septic tank.
REQUIRED effective liquid
RECOMMENDED: Septic Tank
* In no case will the septic tank be less than 1,000 gallons (effective liquid capacity).
** WITH GARBAGE DISPOSAL:
10 LO
Gallons of wastewater/day x 200% - ) 3 2 0
capacity of septic tank.
RECOMMENDED: I 3- 00 Septic Tank
REQUIRED effective liquid
** In no case will the septic tank be less than 1,500 gallons (effective liquid capacity)
AL>IER HUNTLEY. JR.. & ASSOCIATES. INC.
LEACHING FIELD DESIGN
USING BOTTOM AREA ONLY:
Gallons (Total Daily Fla') L
• With Garbage Disposal:
SF Leaching Field (Designed):
gal/SF a SF Leaching Fii
(REQUIRED)
SF Leaching Field x 1.5 = SF Leaching FL(REQUIRED)
' Long x ' Wide
-..ALL &ZA:
Cal S' x 2 .1 ' of effective depth x 1' length x 2 sides = I. 03 C
trench of (sid_'tJ3ll) .
0 . 3
Total of
trench
LF J-. trench
: With Garbage Disposal: 00
._F of trench x 1.5 = (, 00 FE of[tren
b Trenches, Wide x 4R2 LF of trench (Designed) :
with III Effective Depth,
LEACHING TiE CH DESIGN
Gal/SF x
' aide x 1' length _
/, & s"- Cal/LE (Sidevall)
O Gal/LE of :reach (Soc_co)
+ GaL/LF (3JCcen)
J . b r TOTAL Gal/LF of trench
L'E Of
6 y0 Gal/lay (flow) 7 I- 6f Total Gal/Jay/LE 00 (L1L•
LI
SEWEA P/PE -SIZE AB NOTEO 0V PUN.
ALL SLOPE •N79C•IFO RT/BNT
T(N/N)
SEPTIC 74NK
0/5TA/54/7/0N COX 70 OE JET LEVEL.
5014P 70 SE 6!
SIDE WEN
x
NEACER PIPES PRON 711E O/STR/CCT/ON COX
TD se now- PERPDRATED INC LAID LEVEL
FUR AT LEAST ONE LENS TN OF P/PE,
2 % (NM/) P/N/3 N 6RAOE
PLAN WEN
T6r
WISHED STONE
a A /ft'
IVASUED STONE
COTTON Of F/ELC 70 CE
NOR/ZON7AL
4'NYN. )V OROUNO WATER OR /MPERY/OU3 LAVER
SECT/ON - X
12'CUYER
(RSIN.)
Ah
i
Prepared For:
PROPOSED DOMESTIC SUBSURFACE DISPOSAL SYSTEM DESIGN
IKA H ELFAnID
Location: LOT % ,) A v t *tSO �.{ k b - . /V � I ON
Number of Bedrooms: A!- Garbage Disposal: yf S
LEACH AREA DESIGN
4 Bedrooms x 2 persons/bedroom - g persons
8 Persons x 55 gallons of wastewater/person/day - .440 total gallons of
wastewater/day.
Percolation Rate: 8 min/inch
XI-6= 660
Gallon of wastewater/square feet of leach area for a Percolation Rate of:
8 min/inch - ,g5- Gal/SF Sidewall Area
- O. (i3 Gal/SF Bottom Area
* If a leach bed is to be installed, no sidewall is allowed.
* If percolation rate exceeds 20 min/inch, no bottom area is allowed.
- SEPTIC TANK -
* WITHOUT GARBAGE DISPOSAL:
Gallons of wastewater/day x 150% = REQUIRED effective liquid
capacity of septic tank.
RECOMMENDED: Septic Tank
* In no case will the septic tank be less than 1,000 gallons (effective liquid capacity).
** WITH GARBAGE DISPOSAL:
L (7 O Gallons of wastewater/day x 200% = 13 a O REQUIRED effective liquid
capacity of septic tank.
RECO^DIENDED: / 0-00 Septic Tank
** In no case will the septic tank be less than 1,500 gallons (effective liquid capacity)
ALNIER HUNTLEY. jR.. & ASSOCIATES. INC
;"
LEACHING FIELD DESIGN
USING BOTTOM AREA ONLY:
Gallons (Total Daily Flow)
* With Garbage Disposal:
gal/SF = SF Leaching Field
(REQUIRED)
SF Leaching Field x 1.5 = SF Leaching Field
(REQUIRED)
SF Leaching Field (Designed): ' Long x ' Wide
SIDEWALL AREA:
Gal/SF x /
LEACHING TRENCH DESIGN
' of effective depth x 1' length x 2 sides =
.2. 0 Gal/LF
of trench (sidewall).
BOTTOM AREA:
C). 6 3 Gal/SF x 3 ' wide x 1' length = ) -8 9 Gal/LF of trench (bottom).
Total of 6 (o
trench
Z . S Gal/LF (Sidewall)
8 9 Gal/LF (Bottom)
_ 4. 3 G TOTAL Gal/LF of trench
Gal/Day (flow) 4- 3 61 Total Gal/Day/LF = f 0 LF of trench
(REQUIRED)
* With Garbage Disposal: ) O LF of trench x 1.5 = .Z 1 J LF of trench
(REQUIRED)
2, 4 O LF of trench (Designed): 8 Trenches, 3 ' Wide x 3 D ' Long
with ' Effective Depth.
ALNIER HUNTLEY, JR., e' ASSOCIATES, INC.
SCR'EVORS • ENGINEERS , PLANNERS
SEWER P/PE -SIZE 43 NOrc0 OA/PYAN-
SLOPE JOINTS 17MAN) RT/BHT -
3EPT/C TANK
0/STA/0U7/ON COX 70 SE JET LEYEL.
SUMP 70 55 6'
5/DE PEA,
X
NEAOER P/PE3 ANON 7NE 0/17R/00T/ON COX
10 CE NON- PERPDRATED AND LA/O SE Vet
MA AT 1E437 ONE LEND7W OF 112/PE.
Z V. (M/N) P/N/SN GRADE
PLAN WEN
//O' lb Ye
WWSHED STONE
3!s'lb n •
WASHED STOVE
Cony of FIELD 70 CE
NDR/ZONTAL
♦'N/N. 70 OROUND HATER l /NFERY/OUS LAYER
SECT/ON - X
EFFECTivE le/07N
(riR/ES)
/=0•M/ANA
lt•N/N.
T
EFFECT/YE OEP7N(VAR23)
(6'N/N.)
ALL WORN 70 SE
DONE /N ACCORDANCE
W/7N THE STATE
ENV/RONA/ENTAL
CODE- TITLE 5.
TWICE EFFECT/VE WIDTH
(Ann.)
she NO7 USED FOR RESERVE
AREA - f' twos/.
• /F USE FOR RESEAYE AREA
6 Al/N.
__0
/
ALMER HUNTLEY, JR. & ASSOCIATES, INC.
SURVEYORS - ENGINEERS - PLANNERS
125 PLEASANT STREET
NORTHAMPTON , MASS.
PROJECT NO.
SHEET OF