53 Septic Application & Plans 1991 CHECK OR FILL IN WHERE APPLICABLE
N3 L
4
ort Application for Disposal
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
City OF Northampton
Fan So°°
arks Tonstrurtion fungi
Application is hereby made for a Permit to Construct () or Repair 4) an Individual Sewage Disposal
System at: /�
53 Bottoms Road
Location Address or tat Na
T9m
. . 8at_tams_.24Md
- .Sl Address
.�—(�Instdkr
Type of Building 4
Dwelling—No. of Bedrooms
Other—Type of Building
Other fixtures
Design Flow 5a gallons per person per day. Total daily flow .U6A gallons.
Septic Tank—Liquid capacity..i5QD.gallons Length Width Diameter Depth Sf
Disposal Trench—No. Width Total Length Total leaching ar�ap_ac IT 99 q.,t.
Seepage Pit No 2 Diameter .Depth below inlet..2.,.#.3' Total leachingitktPxxxxxsrns tt t,
Other Distribution box (X ) Dosing tank ( )
Percolation Test Results Performed by.....ABdt..,...of..Huntlay...Assnc Date.. _911189
minutes per inch Depth of Test Pit 10'-0" Depth to ground water 8'-0"
Test Pit No. 2 minutes per inch Depth of Test Pit..1D'-0" Depth to ground water...9'-D"
Addee y
Size Lot 29 AC- .fitpx1at
Expansion Attic ( ) Garbage Grinder (ye)
No. of persons Showers ( ) — Cafeteria ( )
Test Pit No. 1 4.0
Description of Soil Se ...att.ached...plan.
Nature of Repairs or Alterations—Answer when applicable See attached plan.
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System
the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to
operation until a Certificate of Compliance has been issued b_f board of health
Application Approved By
Application Disapproved for the following reaso
,(Signed
in accordance with
place the system in
23 .6(4, /99.L
Permit No................._.._...__.__..._._ Issued—
PROPOSED DOMESTIC SUBSURFAGEE DISPOSAL SYSTEM DESIGN
Prepared For: 'Tom_ RARE bit? kI
Location: 5-3 13 o r r o ,.a s R o A b
Number of Bedrooms: 4 Garbage Disposal: yf_ S
LEACH AREA DESIGN
T Bedrooms x 2 persons/bedroom
a
persons
8 - Persons x 55 gallons of wastewater/person/day * 4 +0 total gallons of
wastewater/day.
Percolation Rate: 4.6 min/inch
Gallon of wastewater/square feet of leach area for a Percolation Rate of:
*
4.0
min/inch - -2 . o Gal/SF Sidewall Area .
O.8 3 Gal/SF Bottom Area
If a leach bed is to be installed, no sidevall is allowed.
* If percolation rate exceeds 20 x=/inch, no bottom area is allowed.
- SEPIIC list -
* WITHOUT GARBAGE DISPOSAL:
Gallons of wastewater/day x 150Z - REQUIRED effective liquid
capacity of septic tank. .
fECOF2ffNDED: Septic Tank
* In no case will the septic tank be less than 1,000 gallons (effective liquid capacity).
I
** WITE GARBAGE DISPOSAL:
440 Gallons of wastewater/day x 200Z - 580 REQUIRED effective liquid
capacity of septic tank.
RECOMMENDED: / COO Septic Tank
•
** In no ease will the septic tank be less than 1,500 gallons (effective liquid capacity)
ALMER HUNTLEY,JR., & ASSOCIATES, INC.
LAND SURVEYORS • PROFESSIONAL ENGINEERS • LANDSCAPE ARCHITECTS
LEACHING PIT DESIGN
Precast Pit Used: 8.50 Loag = 4.33 ' Wide x ). 83 ' Effective Depth
Using T ' of stone all around and / ' of stone under pit.
SIDEWALL AREA:
)
I6. C ' Long x 2. 83 ' Effective Depth x 2 Sides - 93. 39 SF
12, 3 3 ' Wide x2.83 ' Effective Depth x 2 Sides - 6 9 . 79 SF
Total of /(0 3. )9 SF (Sidewall Area) x 2.0 Gal/SF - 3-Z6-3Ccal/Pit (Sidevall)
BOTTOM AREA:
6.ro ' Long x)233 ' Wide -,403.4'- SF
203.44 SF (Button Area) x 0. 83 cal/SF -168. 86
Gal/Pit (Bottom)
Gal/Pit (Sidewall)
Gal/Pit (Bottom)
- 4Id- 2I TOTAL Gal/Pit (Designed)
* Without Garbage Disposal: Total Gal/Day (REQUIRED)
* With Garbage Disposal: 1.5 x 440
Gal/Day. (Daily Flow) - 660 Gal/Pit
(REQUIRED)
Using 6 60 Gal/Day (Daily Flow) . 495. 2I Gal/Pit - .2 Pits)
USE .�
SOO C.-A4_ PITS
ALMER HUNTLEY, JR., & ASSOCIATES, INC.
LAND SURVEYORS- PROFESSIONAL ENGINEERS - LANDSCAPE ARCHITECTS
PRECAST CONCRETE DRYWELL
VARIABLE
1/8" TO I/4" WASHED STONE 2" THICK
COVER LARGER STONE & LAP
MIN. ON TO PIT COVER.
.411
‘ky/i\
P
EXISTING P z„. •
SOIL—•%11::
/
PRECAST 4:!'7,.l'.1
CONCRETE %:
DRY WELL
■ .4;13,
3/4” TO ,;;I: •V
WASHED
STONE •. • 4 s e
1/8" TO 1/4"
WASHED STONE
PAD MIN. 2"
THICK
NOTE: ALL WORK WILL BE DONE IN ACCORDANCE WITH THE STATE
ENVIROMENTAL CODE - TITLE 5.
SPACING WHEN MORE THAN ONE SEEPAGE PIT OR DRYWELL ARE BEING
USED IS TO BE TWICE THE GREATEST EFFECTIVE WIDTH OR DEPTH OF THE
PIT, WHICHEVER 5 GREATER.
MIN
ALMER HUNTLEY, JR. & ASSOCIATES, INC.
LAND SURVEYORS-PROFESSIONAL ENGINEERS-LANDSCAPE ARCHITECTS
30 INDUSTRIAL DRIVE EAST
NORTHAMPTON, MA.
•
1/8" TO I/4" WASHED STONE 2" THICK
COVER LARGER STONE & LAP
MIN. ON TO PIT COVER.
.411
‘ky/i\
P
EXISTING P z„. •
SOIL—•%11::
/
PRECAST 4:!'7,.l'.1
CONCRETE %:
DRY WELL
■ .4;13,
3/4” TO ,;;I: •V
WASHED
STONE •. • 4 s e
1/8" TO 1/4"
WASHED STONE
PAD MIN. 2"
THICK
NOTE: ALL WORK WILL BE DONE IN ACCORDANCE WITH THE STATE
ENVIROMENTAL CODE - TITLE 5.
SPACING WHEN MORE THAN ONE SEEPAGE PIT OR DRYWELL ARE BEING
USED IS TO BE TWICE THE GREATEST EFFECTIVE WIDTH OR DEPTH OF THE
PIT, WHICHEVER 5 GREATER.
MIN
ALMER HUNTLEY, JR. & ASSOCIATES, INC.
LAND SURVEYORS-PROFESSIONAL ENGINEERS-LANDSCAPE ARCHITECTS
30 INDUSTRIAL DRIVE EAST
NORTHAMPTON, MA.