Misc. Lot 2 Septic Application & Plans THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
City of Northampton
Oration fur ilisplazal marks Cltunstrurtiutt Permit
Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal
System at:
Coles Meadow Road
Dave Dulong and PaftIautalt H' 285 North St.°r 'Northampton
Owner Address
W
1—ti Installer Address
I3
U Type of Building 3 Size Lot Sq. feet
Dwelling—No. of Bedrooms Expansion Attic ( ) Garbage Grinder ( X)
WOther—Type of Building No of persons Showers ( ) — Cafeteria ( )
a.
< Other fixtures
Q
W Design Flow 55 gallons per person per day. Total daily flow 330
Z Septic Tank—Liquid capacity1500 gallons Length Width Diameter Depth
W Disposal Trench—No. Width Total Length Total leaching area sq. f
Z• Seepage Pit No 2 Diameter Depth below inlet 2.17 Total leaching Aga
z Other Distribution box ( ) Dosing tank ( ) capacity 696 CPI77
Percolation Test Results Performed by R.P. Brazeau Huntley Assoc,. Date 4-12-86
,.j Test Pit No. 1 5.3 minutes per inch Depth of Test Pit Depth to ground water
W Test Pit No. 2 minutes per inch Depth of Test Pit Depth to ground water
• Description of Soil 1'3" fill, 3" OTS 1'6" very fine sand and silt, 7'6" compact
• fine to coarse sand with a trace of gravel and boulders gooundwater at 8'6"
V
W
UNature of Repairs or Alterations—Answer when applicable
gallons.
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 agrees not to place the system in
operation until a Certificate of Compl ncedras been issued by the board of health.
Sjgned.,
Application Approved By ././ .Y ...�
Application Disapproved for the following reds
Date
Permit No Issued
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF I-1 ALT
OF AO
rrtifirnte of Tont ttnrr
THIS IS CERTIFY, a e I dividual Sewage Disposal System constructed ( r Repaired ( )
by at ")`j
has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code P� b d in the
application for Disposal Works Construction Permit No c;/-—61w dated e/..
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
DATE SYSTE M WILL FU N ISSFFACTORY.
al-67 �`g Inspector �J.. it---/
—/i
Installer
No iX
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH J
Disposal oxks Qinnstrnrtion Irrntit
Permission is hyeby granted i� - a (.'—H. 41 ::.t 1
to Construct ( o epairr ( ) an Individual Selvage pispo stem
at No ._...4—l. i=ce k2- -�-.mac. L2' '
Street
i �.�r �; ✓:
as shown on the application for Disposal Works Construction Permit No - Dated
/nowd'of Health
FzE
f
`,DATE [r
NM 1255 HOBBS & WARREN. INC.. PUBLISHERS
Prepared For:
Location:
PROPOSED DOMESTIC SUBSURFACE DISPOSAL SYSTEM DESIGN
Q!o„y hZee 4'eQ ( cCTA- le
c Au- Ak.so u, £e o d iv - 7-n-1
Number of Bedrooms: C3 Garbage Disposal: lee
LEACH AREA DESIGN
Bedrooms x 2 persons/bedroom = (a persons
(i Persons x 55 gallons of wastewater/person/day = .3 3 v total gallons of
wastewater/day.
Percolation Rate: 5. 3 min/inch
Gallon of wastewater/square feet of leach area for a Percolation Rate of:
6- C7 min/inch = i. C. 6 Gai/SF Sidewall Area
Gal/SF Bottom Area
O. 7 /
* 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:
3 3 0 Gallons of wastewater/day x 200% = 4 G U REQUIRED effective liquid
capacity of septic tank.
RECOMMENDED: /Soo Septic Tank
** In no case will the septic tank be less than 1,500 gallons (effective liquid capacity)
ALMER HUNTLEY, JR., & ASSOCIATES, INC.
LAND SUR\'EYORS - PROFESSIONAL ENGINEERS - LANDSCAPE ARCHITECTS
LEACHING PIT DESIGN
Precast Pit Used: /0 ' Long x S ' Wide x Z ' Effective Depth
Using ' of stone all around and O /7 ' of stone under pit.
3 ' on s'de.j
SIDEWALL AREA:
1a ' Long x Z. / 7 Effective Depth x 2 Sides = 78 SF
// ' Wide x 2 - / 71 Effective Depth x 2 Sides = 4/7 SF
Total of /L S SF (Sidewall Area) x /- 66 Gal/SF = x-08 Gal/Pit (Sidewall)
BOTTOM AREA:
/8 ' Long x // ' Wide = / 9 8 SF
/98 SF (Bottom Area) x 0- 7/ Gal/SF = /c% Gal/Pit (Bottom)
Z 08 Gal/Pit (Sidewall)
/'/b Gal/Pit (Bottom)
= 3 '/8 TOTAL Gal/Pit (Designed)
* Without Garbage Disposal: Total Gal/Day (REQUIRED)
* With Garbage Disposal: 1.5 x 3 3 o Gal/Day (Daily Flow) = 4/95" Gal/Pit
(REQUIRED)
Using '195 Gal/Day (Daily Flow) ; 3 '18 Gal/Pit - L Pit(s)
ALMER HUNTLEY, JR., & ASSOCIATES, INC.
LAND SURVEYORS - PROFESSIONAL ENGINEERS - LANDSCAPE ARCHITECTS
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ALMER HUNTLEY, JR. 8 ASSOCIATES , IN(
•rtcc sTCAC 125 LAND STREET G peens
NORTHAMPTON , MASS .