10 Septic Application & Design1986 ERE APPLICABLE
CHECK OR FILL IN
OF
N.9
g HUNTLEY,
CIVIL
AL E
Y,JR.
9419
L
E6
1
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
City OF Northampton
Applirtttiott for Uinpnnttl il1nrkn Cnonntrurtinn Prrmit
Fes
Application is hereby made for a Permit to Construct (X ) or Repair ( ) an Individual Sewage Disposal
System at:
Birch Lane Woodbrook Estates Lot 1110
114 Lake Streetritor nce
Address
Installer Address
Type of Building Size Lot 1.29 Ac. um x
x
Dwelling—No. of Bedrooms 3 Expansion Attic ( ) Garbage Grinder ( x)
Other—Type of Building No. of persons Showers ( ) — Cafeteria ( )
Other fixtures
Design Flow 55 gallons per person per day. Total daily flow 495 gallons
Septic Tank—Liquid capacity 1500 gallons Length Width Diameter Depth
Disposal Trench—No. 5 Width 3 n" Total Length 100' Total leaching area sq. ft.
Seepage Pit No Diameter Depth below inlet Total leaching area_ sq. ft.
Other Distribution box ( ) Dosing tank ( )
Percolation Test Results Performed by A-13- -1r Buntlay..AssaC Date 3.-6=86
Test Pit No. 1—M..0 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
Description of Soil .6" QTS 15" silt,...3.:b.Lfine - med.i.4m sand_with...si.l.t.,...42r.5"
compact F-M sand with silt. No groundwater at 9 6"
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 under• nod further agrees not to place the system in
operation until a Certificate of Compliance has . ; -s d by • boy�d of health.
Application Approved By 1:04% e/
Hate
Application Disapproved for the following yeas
Permit No
Date
Issued.
• PROPOSED DOMESTIC SUBSURFACE DISPOSAL SYSTEM DESIGN
Prepared For: P A v l L f 'r i
Location: Lo i 10 ,
7il RCH
Number of Bedrooms:
LAfIF (<I ' to rl
Garbage Disposal:
/IS
LEACH AREA DESIGN
3 Bedrooms x 2 persons/bedroom = persons
6 Persons x 55 gallons of wastewater/person/day =
wastewater/day.
Percolation Rate: 8. o min/inch
??O
total gallons of
Gallon of wastewater/square feet of leach area for a Percolation Rate of:
F.(
min/inch = ) .2 S Gal/SF Sidewall Area
G. 1- 2 Gal/SF Bottom Area
* If a leach.bed is to be installed, no sidewall is alloy-=_d.
* 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:
%
Gallons of wastewater/day x 200%, _ (: L[? REQUIRED effective liquid
capacity of septic tank.
RECOMMENDED: 15 C C Septic Tank
** In no case will the septic tank be less than 1,500 gallons (effective liquid capacity)
ALMIER HUNTLEY, JR., & ASSOCIATES, INC.
LAND SUR\'EYORS - PROFESSIONAL ENGINEERS - LANDSCAPE ARCHITECTS
LEACHING FIELD DESIGN
USING SOTTOH AREA ONLY:
Gallons (Total Daily Flow)
• With Garbage Disposal:
gal/SF a SY Leaching Fi
(REQUIRED)
SF Leaching Field x 1.5 ■ 5F Leaching Fi
(REQUIRED)
SF Leaching Field (Designed):
Long x Wide
LEACHING TRENCH DESIGN
c_'=-.:AL, ARIA:
GaL/SF x 1. 5 ' of effective depth x L' Length x 2 sides
_ )TIC APIA:
0 ,l•3 Gal/SF x ' wide x 1' length = Leo' Oat/LF of french (Sotto_
Gal/LE (Sidewall)
), gq Cal/LF (Bottom)
8. 14- TOTAL GaL/LF of trench
Total of A 9 Gal/Day (flow) 7 2_,_th Total GalI Day/LF = /0 1
trench
* With Garbage Disposal:
LF of
(� I LE of trench x 1.3 = G 1 LT o: trench
(R EQ:IRE D)
r ' L
C0 LF of trench (Designed) : C Irenches, Wide x 20
with 2 - t ' Effective Depth.
SEWER P/PE -S/ZE AJ wore°aE1/FYAN-
ALL ✓O/NT5 70 at /BITERT/BHT -
SLOPE • fa Vier(N/N)
0/STR/O4/7/ON GOX 76 OE JET LCYCL.
54/NP TO OE6'
.5/DE ;gen
X
NE/OCR P/PES ARON THE 0/3TR/SET/OA/SOX
7D SE NON- PERILRATED AND LA/0 LEVEL
FOR AT LEA57 ONE LENG71 OF awn.
2 % (NW) F/N/S H GRADE
PLAN WEN
/a' 70 Ye
PUSHED STOVE
ske 7D flit
WASHED STONE
6O770H OF F/ELD 7V BE
NOR/ZONTAL
4'N/N. 70 GROUND HATER OR /MfrERV/GUS LAYER
SECTION - x
12'MYER
(Mot)
Ir
•A
•
iflaw.
T
EFFECT/VC DEPTN(YAR.C3J
a•M/N)
1 rTPwCE EFFECT/YE P'1'/0TH
F--A - (H/N.1
EFFECT/YE 01/07N •/F NOT USED AGA RESCRYy
(YAR/ESJ AREA • 4' "Pm/CO M/ • IF USE FOR RESERVE AREA
6' Al/N.
ALL WORK 70 65
DONE /N ACCORDANCE
wow THE STATE
ENV/RONMENT/L
CODE-r/Tar S.
-- 0
1
ALMER HUNTLEY, JR. & ASSOCIATES, INC.
SURVEYORS - ENGINEERS - PLANNERS
125 PLEASANT STREET
NORTHAMPTON , MASS.
PROJECT NO.
SHEET Of
• �Pharmer Lngineering Corp.
39 MT. TOM AVENUE HOLYOKE, MASSACHUSETTS 01040 413/533-7276
It
civil engineering & land s
LOT DATE
WOODBROOK PERC TESTS
BOOK 506
SOIL LOG
WATER
BELOW
PERC RATE
REMARKS
8
5-8-85
3" Top Soil
24" Sandy Subsoil
72" Silty Sand
30" Silty Till
Total Depth 10 '
112"
2
From Page #
Perc #8A-85
9A
4-29-85
6" Top Soil
24" Sandy Subsoil
72" Silty Sand
Total Depth W
94"
2
From Page #1
Perc #9-85
10A
5-8-85
3" To Soil
18" Silty Subsoil
39" Med. Sand w/silt
60" Sandy Till
Total Depth 10'
96"
2
From Page #:
Perc #10-85
11A
5-8-85
3" Top Soil
24" Silty Subsoil
81" Sandy Till
Total Depth 9 '
96"
' 3
From Page #`
Perc #11-85
12A
5-8-85
3" Top Soil
21" Silty Subsoil
36" Sandy Till
54" Silty Till
Total Depth 91'
82"
2
From Page #E
Perc #12-85
13A
5-25-84
8" Loam
48" Clean Fine Sand
48" Fine Compact Sand
Total Depth 9 '
96"
2
From Page #2
Perc #17B
14A
No perc at t
14B
No perc at t
15A
No perc at t