Lot 3 Septic Application Permit & Plans -QS
KUNTL_ .
WHERE APPLICABLE
ECK OR FILL
FEE
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
CITY OF NORTHAMPTON
irntinn for finpnnni liforko Qlnnntrurtion 3 rrptjt
hereby made for a Permit to Construct or Repair an I d Sew
)�u
- Application is h y ( � p ( ) Dispo
System at: VVVVVV
Tinkham Woods
Location-Address
Steve r_V!s-�si dko
L? 1S iG
Installe
Type of Building
Dwelling—No. of Bedrooms 3 Expansion At
Other—Type of Building No. of persons
Other fixtures
Design Flow 55 gallons
Septic Tank—Liquid capacity 1500 gallons
Disposal Trench—No. Width..._
Seepage Pit No 1 Diameter
Lot #3 Z
or Lot No.
193 Prospect St.., No rthampton
c
Address
Size Lot. AO.40,944 Sq. feet
Garbage Grinder ( %)
Showers ( ) — Cafeteria ( )
per person per day. Total daily flow 330 gallons.
Length Width Diameter Depth
Total Length Total leaching area sq. ft.
Depth below inlet 3.5 Total leaching qzn. tggA
Other Distribution box ( ) Dosi
Percolation Test Results Performed by
Test Pit No. I minutes per inch
Test Pit No. 2 minutes per inch
161t-ay Swanson, P.E.
Depth of Test Pit 3 0 Depth to ground water
Depth of Test Pit Depth to ground water
CaPACITY = 776 GPD
Date 6_4-8¢
Descripti qo aSoil. 6" -OTS, T'-6m rine sandy subsoil , 5'=0'
°3 -� tine sand NO-GROUNDWATER
medium sand,
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 TIT 5 of the State Sanitary Code— The un igned further agrees not to place the system in
operation until a Certificate of Compliance has b-�i�issued • t ward of health.
i
Application Approved By %ei j, %y/- jito%S
Application Disapproved for the follow ine reasons• R
Permit No
Issued 1/// /
Due
Date
PROPOSED DOMESTIC SUBSURFACE D1 OSAL SYSTEM DESIGD
Prepared For: S ?C✓G V US/O/AcQ
Location: Lo f k3 %i4,L/74 iy
Number of Bedrooms: ,3
•
if/an 06 Al /r>2
Garbage Disposal: /eo
Bedrooms x 2 persons/bedroom = 6e2 persons
Persons x 55 gallons of wastewater. -erscn day = .33 O total gallons of
wastewater/day.
Percolation Rate: Z. 0 __n inch
of wastewater,- square feet of _-__r.
2. O = 2
_ �. O
leach bed is to be installed
ercaLat'_an Rare
_al SF _____r. Area
s
t=_`^"YDED: /S00 9a/ Septic Tank
** In no case will the septic tank be less than 1,500 gallons (effective liquid capacit.
A{FR HL\TI.EF. iR 3 'ASSOCIATES. INC
LEACHING PIT DESIGN
Precast Pit Used: / 0 _ Long x s ' Wide x Z ' Effective Depth
Using 4 ' of stone all around and /.S ' of stone under pit.
SIDEWALL AREA:
/ _-_ x ' Ef feedire Depth x 2 Sides = ;2(a
/3 ' 'Wide x ,3.S ' Effective Depth x 2 Sides = 9/
Total of 2 / 7 SF (Sidewall Area) x 2B—..c—Gal/SF = S'-/L Gal/Pit (Sidewall)
BOTTOM AEA:
/(5urns
/,3 Wide = Z3 y SF
2- 3(-/ S (3ottoo Area) x /. O G=I sir = L 3 </ Gad (.Barran)
With:__ _ _ .e ___.
S y L Gal/Pit (Sidewall)
T Z 3 V C__, __ -)
77L
srosai: ' . _ >: _33 c
77o
AI NIER HUNTLEY, JR., & ASSOCIATES. INC.
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PROFESSIONAL ENGINEER - SOUTHAMPTON. MASS. 01073
.81.1.1127.411213 IONE..81.1.1127.411213.81.1.1127.411213 27.si
CAST STREET
I , Gory R . Swanson, Massachusetts r
engineer, do hereby certify that pe
testing was performed as indicated
Watkins under my supervision and au
testing for the below-designated bu
with 310 CMR 15.00, Moss . Environme
the results provided below are true
building lot at the location shown
plan prepared by Heritage Surveys,
"Definitive Subdivision Plan of Tin
Mass." dated June 7, 1984; and that
lot is suitable for the constructio
sewage disposal system in accordanc
Code.
egistered professional
rcolation and deep hole.
below by Mr. James H.
thority to perform such
ilding lot in accordance
ntal Code, Title 5; that
and correct for the
on the accompanying site
Southampton, Moss. entitled:
kham Woods, Northampton,
the designated building
n of on on-site domestic
e with the above-referenced
CLIENT : Tinkhom Woods Development Corp.
LOT NO : 3 6-4-84
DATE PERFORMED: cont . of 5-29
HEALTH DEPT. WITNESS:
P . McErlain
BACKHOE: Jos . Misterka, Inc .
PERCOLATION RATE : <2 min./in.
DESIGN RATE: 2 min ./in.
GROUNDWATER : none
DEPTH OF PERCOLATION HOLE
(TOP) : 3 ft.
SOIL LOG: TEST PIT NO. 3
:r
6"
fine sandy
subsoil
topsoil
2'
7'
10'
,med. sand
fine sand