Misc. Septic Application 14 •
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
City OF Northampton
Fna7as_are
•� Applirttiinn for 3 iopootti Marko Ciiunotrurttun timuit
CHECK OR FILL IN WHERE APPLICABLE
Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal
System at:
Chesterfield Road
Locatou-Address
An4rew-Kowa;
one
Installer
or cot No.
Address
Address
Type of Building Size Lot Sq. feet
Dwelling— No. of Bedrooms 3 Expansion Attic ( ) Garbage Grinder (X )
Other—Type of Building No. of persons Showers ( ) — Cafeteria ( )
Other hxture,ss
5
Design Flow b ...gallons per person per day. Total daily
gallons Length Width
Disposal 1 tench—No. Width 3 Total Length 300
Seepage Pit No Diameter Depth below inlet
Other Distribution box ( ) Dosing zan,k
Percolation Test Results Performed by untley, Assoc Date 4-7-83
Test Pit No. 117.3 minutes per inch Depth of Test Pit Depth to ground water
Test Pit No. 2 minutes per inch Depth of Test Pit Depth to ground water
7'-UT ZTDm silt, 3`100 M-C compacted
Septic Tank—Liquid capacitv7500
flow 330 gallons.
Diameter_..-caprac.117k-gad
Total leaching ate sq. ft.
Total leaching area sq. ft.
Descri tiep O c ifge, no groundwater
sand, silt w/boulders
Nature of Repairs or Alterations—Answer when applicable
Agreement:
The undersigned agrees to install the aforedescrihed Individual Sewage Disposal System in accordance with
the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to plac,he system in
operation until a Certificate of Compliance has been issued by»e board f hea
Application Approved By
Application Disapproved for the follow
9
easons
by
Permit No 3 --re(
Date
Issued ..2p y/ �
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
OF
Ogrrtifirtttr of Glomplittnrr
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( )
Installer
at
has been installed in accordance with the provisions of TITLS 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No dated
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE
Inspector
REQUESTED BY:
LOCATION:
OBSERVATION PITS
Andrew Kowal
Chesterfield Road
MAILING ADDRESS:
Northampton. MA 07060
DATE: 4/7/83 OBSERVER: RPB
i
5 ' 0„
#1
OTS
Silt
M-C sand
silt
w/boulders
Groundwater None
Perc Rate
6 ' 0"
n
w
#3
OTS
silt
M-F
sand
silt
w/gravel
boulders
Groundwater
Perc Rate
None
2"
2 ' 0"
ledge
3"
1 ' 6"
ledge
6 ' 0"
OTS
2"
Silt
2 ' 0"
M-C
compacted
sand, silt
w/boulders
ledge
Groundwater
None
Perc Rate 17 . 3
8 ' 0"
* Overnight Test
min/in.K
OTS
sand silt
compact
med. sand,
silt &
boulders
1
Groundwater
Perc Rate
None
2"
2 ' 6"
edge
PROPOSED DOMESTIC SUBSURFACE DISPOSAL SYSTEM DESIGN
Prepared For: 4n4-C-*v /tower /
C eoler# e/r/ ,ed/ N 7i0 n
Number of Bedrooms: LB Garbage Disposal:
Location:
LEACH AREA DESIGN
3 Bedrooms x 2 persons/bedroom = Ce persons
G Persons x 55 gallons of wastewater/person/day = 33o total gallons of
wastewater/day.
Percolation Rate: /73 min/inch
Gallon of wastewater/square feet of leach area for a Percolation Rate of:
/ 7. 4.3 min/inch = 0. SCoGal/SF Sidewall Area
= 0. 57 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:
33 O Gallons of wastewater/day x 200% = & Co 0 REQUIRED effective liquid
capacity of septic tank.
RECOMMENDED: ISb O Septic Tank
** In no case will the septic tank be less than 1,500 gallons (effective liquid capacit
VtAILQ vr •V'rt p
2 ,¢ Acent'? \TFS 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
LEACHING TRENCH DESIGN
SIDEWALL AREA:
0 . 4r4. Gal/SF x '' of effective depth x 1' length x 2 sides = O. CG' Gal/L
of trench (sidewall).
BOTTOM AREA:
0. 37 Gal/SF x 3 ' wide x 1' length = 1. 1/ Gal/LF of trench (bottom).
Total of
trench
O , ,s 4 Gal/LF (Sidewall)
. // Gal/LF (Bottom)
= /. (p 7 TOTAL Gal/LF of trench
S°J 0 Gal/Day (flow) ( • 14,1 Total Gal/Day/LF = ICI 8
LF of tren
(REQUIRED)
* With Garbage Disposal: 1 '4 B LF of trench x 1.5 = Zq% LF of trench
(REQUIRED)
3Oc LF of trench (Designed) : 4 Trenches, 3 ' Wide x 76" ' Long
with O• ✓� ' Effective Depth.
SEWER Abet' - SIZE .4.5 NOTED L41/FlC.IN-
ALL ✓O/NTS 70 EE /YTER TIGHT
stoat • 4%n/MIN.)
SEPT/C TANK
■
O/S TR/OUT/ON 60A 70 6C JET LEVEL.
SUMP TO OE 6'
5)DE YEN/
x
HEADER A/PEJ PROM THE O/.STR/$UT/ON DOX
TO EE NON- PERFORATED 4NO L4/0 LEVEL
FiOA AT LEAST ONE LENGTH OF P/.°E.
2 y (MIN.) F/N/5 H GRADE
PLAN VIEW
EX/STING 6ROONO 50170H OF FIELD 70 BE
HORIZONTAL
4'N/N. 7O GROUND WATER OR /MPERV/O0.5 LAYER
Al
{
t I2•COVER
+ (MmN.)
//e' 7o �a �• .• I 1eN/N.
WASNEO STONE ♦2 - T
A/2 EFFECT/YE OEPTN(YAR/EJ)
3/4e iv //s' Y i / WNW)
WASHED STONE • 4.
WV -� TW/CE EFFECTIVE W/OTH_j
A (H/N.)
EFFECT/YE W/O7H •/F N07 USED FOR RESERVE
(VAR/ES) AREA • 4 ' NW..
fit)*14/N • IF USE FOR RESERVE AREA
6' Al/N.
SECT/ON - X
ALL WORK 70 6E
DONE IN ACCORDANCE
WOW T74E 5T47E
ENV/RONMENT4L
CODE - TITLE 5.
ALMER HUNTLEY, JR. & ASSOCIATES, INC.
SURVEYORS - ENGINEERS - PLANNERS
125 PLEASANT STREET
NORTHAMPTON , MASS.
rc