Lot 5 Jackson SUbdivision Septic Application 4/23/86 CHECK OR FILL IN WHERE APPLICABLE
No Fax
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF //ocHEALTH
... d/ ' 7 OF /v(r)fhnrq ?/-71(��
1ppliratinn fur Bib-pub-al iflurka Lnnatrurtinn Vrrmit
Application is hereby made for a Permit to Construct (x) or Repair ( ) an Individual Sewage Disposal
System at:
Or Lot N o.
AA.Len_.._...acte .c
Chrner
ins.aaer
Address
Type of Building
Dwelling— No. of Bedrooms —3 Expansion Attic
Other—Type of Building > No of persons
Other fixtures,
2
Design Flow S .a..___.._..gallon, per person per day. Total daily
Septic Tank—Liquid capacity/fd?gailuns Length \Width. _.
Disposal Trench—No. (it, Width -.5 Total Length @O
Seepage Pit No Diameter Depth below inlet
Other Distribution box t ) Dosing tank ( )
Percolation Test Res. Performed by P7-ft Han Ito>,eloac-
Test Pit No. 1 2(t0_, :-mto> per inch Depth of Test Pit Depth to ground water
Depth to ground water
(
Address
Size Lot...L.7.._.%a4.Sq. fL.t
Garbage Grinder ( ,e)
Showers ( ) — Cafeteria ( )
flow S/93—
Diameter Depth
. Total leaching aces
Total leachingtreea
gallons
serf(
sq. ft. G.FO•
Date a - / o - 5/
Test Pit Na. ' _mince-oer inch Der.:h of Test Pit
21 D
Descriytion of Soil Q
...... 'o23_r 1L sSon y tr..
G ravnci w
4.{<r 2424.._...9_6. rr
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?L'-. 5 u: B;e Snte Sant rc Code — The undersigned further agrees not to place the system in
operation until a Certincate of Compliance has been issued by the board of health.
Signed
Application Approved By
Application Disapproved for the following reasons'
Date
Date
Date
Permit No Issued
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
OF
Ttrtifiratr of Qiumpllanrr
THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired
by
Installer
at
has been installed in accordance with the provisions of TITLE, 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
•
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
City OF Northampton
5- /
QTrrnfiratr of Qtomplianrr
THIS IS TO CE1 f1 TLF}T, Tim; the'Individual Sewage Disposal System constructed (p ) or Repaired ( )
has been installed in accordance with the provisions of TI?I6 5 Af The State Sanitary Code as desc bed in the
application for Disposal Works Construction Permit No J .) j' dated S /
-
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY.
DATE
THE COMMONWEALTH OF MASSACHUSETTS
OF HEALTH
77pp
BOARD OF H AL
ills onalt nr12,j Fee_. 21. .....
Permission is hereby J-y' /� �Ang},.,��yjj}n ]p
to Construct (yr Ry granted.._.. . t,�.� /t,� t 1 �IprrlGn/ /�
2 eP r ( ,� an In ividual Sewage Dis T �?--%
at No_ „at, spl System - -
as shown on the application for Iss osal Works Construction Permit ,c
P V _ /mo=t-� •
� .!'ie �Gg(°/Dated, Va3%5C�. .
DATE L inn-r.1'd of Heaii / -
i d`- 86ard of Health
--
FORM 1255 HOBBS & WARREN. INC., PUBLISHERS
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEA TH .,L/.,¢_
FEE...PS
anted % k'�nit� ni ion rrmit
Permission is hereby granted R,y.
to Construct (X) or Repair ( )An Iu�� i ua Sewage Disposal Sy�enp
at No pia_or QY l= tit" _ _�.I—C�-b-t
as shown on the application for n;s..,....1 Works Permit
Street r
DATE S b1
FORM 255 HOBBS & fl fREN iuC., PUBLISHERS
PROPOSED DOMESTIC SUBSURFACE DISPOSAL SYSTEM DESIGN
Prepared For: 4/ 3Yan / % c_c,-7cloncc9
Location: to Pc #S 7 %1 t 0/okm Roc, O A/ 'in-7
Number of Bedrooms: ,5 Garbage Disposal* )446
LEACH AREA DESIGN
Bedrooms x 2 persons/bedroom = 6 persons
6
Persons x 55 gallons of wastewater/person/day = 3-3c, total gallons of
wastewater/day. X [S = 49C
Percolation Rate: Z/ min/inch
Gallon of wastewater/square feet of leach area for a Percolation Rate of:
26-
min/inch = O. c/O Gal/SF Sidewall Area
O 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:
419,E Gallons of wastewater/day x 200% = 9'5)0 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)
ALNIER HUNTLEY_ JR.. 8 ASSOCIATES. INC.
USING BOTTOM AREA ONLY:
LEACHING FIELD DESIGN
Gallons (Total Daily Flow) 1
gal/SF = SF Leaching Field
(REQUIRED)
* With Garbage Disposal: SF Leaching Field x 1.5 = SF Leaching Field
(REQUIRED)
SF Leaching Field (Designed):
' Long x ' Wide
LEACHING TRENCH DESIGN
SIDEWALL AREA:
C. `/a Gal/SF x 3. o ' of effective depth x 1' length x 2 sides = Z- 4 Gal/LF
of trench (sidewall).
BOTTOM AREA:
Gal/SF x ' wide x 1' length = O Gal/LF of trench (bottom).
Z- V Gal/LF (Sidewall)
O Gal/LF (Bottom)
'Z . c/ TOTAL Gal/LF of trench
Total of 4/9,f Gal/Day (flow) z. </ Total Gal/Day/LF = 2.0(0 LF of trench
trench (REQUIRED)
* With Garbage Disposal: Z o(c LF of trench x 1.5 = -3 / U LF of trench
(REQUIRED)
36p0 LF of trench (Designed) : 6 Trenches, -3 ' Wide x lc o ' Long
with 3 ' Effective Depth.
ALMER HUNTLEY, JR., & ASSOCIATES, INC.
SURVEYORS - ENGINEERS . PLANNERS
SEWER A/PE -SIZE' 43 4CTC0 dV PLAN-
ALL ✓O/NTS Meer /Y,ITERT/BHT -
3LOPE • re.A07 7,41/N)
SEPTIC TANK
O/STR/la7/ON SOX TO SE SET L2YCL.
SUMP 70 ea- of
sEaEW
x
NEARER P/PLJ Ai ON THE D/srAvsur,ON SOX
TO SE NON- PERPORATED ANO LA/D LEVEL
MR AT LE4J7 ONE tenon/ OF FVPE,
Z Y• (N/N.) F/N/S N GRADE
ptAN view
//e' TO Ys'
MSNED stone
W7O /r
WASHED 370NE
So770N of frizz-0 Mee
NOR/ZONTAL
4'NW )V OAOUNO WATER OR /MPERY/OUJ LAVER
SECT/ON - x
12'Covet
CMin.)
1 •• _
A/1
•
•
•
1tW/N
T
EFFECT/VE OEPTN(YARACJ)
(CAI/11)
I �RP1 TN/CE EFFECT/VE W/O7N
4 -- (M/N.)
EFFECT/YE W/OTN •/F N07 USED FOR REJERY�
(VAR/ES) AREA • 4' H/N.
/LO'N/N • IF USE FOR 11C-SERVE ARCA
• 6' M IN.
ALL WORK TO SE
DONE IN ACCORDANCE
W/TN rue 3TArt
ENV/RONNENT/L
CODE- TITLE S.
--o
ALMER HUNTLEY, JR. & ASSOCIATES, INC.
SURVEYORS - ENGINEERS - PLANNERS
125 PLEASANT STREET
NORTHAMPTON , MASS.
PROJECT NO.
SHEET OF
0..5 - O l X
PROPOSED DOMESTIC SUBSURFACE DISPOSAL SYSTEM DESIGN
Prepared For: ,TO 5gph' O//;4-yA/_$'o^/
La ca�11:5 4/10U807/ F>7/L /7'"-71-NAMP70N
Number of Bedrooms: 2 Garbage Disposal: �E
=ACE AREA DESIGN
Bedrooms x 2 persons/bedroom - `-f person
'/- - Persons x 55 gallon of vascevacer/person/day - 220 total gallons of
wastewater/day. x /. S 3 3 0
Percolation Race: 2 min/inch CITY Of NORTHA MA'ON REQU/RE/Oci`JT)
Gallon of cascevacer/square feet of leach area for a Percolation Race of:
2 min/inch - .-. Gal./SE Sidevall. Area .
/ - e9 Cal/ST Bottom Area
. * If a leach bed is to be installed, no sidesall is allowed.
* If percolation rate exceeds 20 min/inch, no bottom area is allowed
- SEPTIC TASK -
* UITIOCt GAR3AGE DISPOSAL:
Gallon of wastewater/day x 150Z
capacity of septic tank. .
REQUIRED effective liquid
RECOMENDED: Septic Tank
* In no case will the septic tank be less than 1 000 gallons (effective liquid capacity)
** WII3 GARBAGE DISPOSAL:
33 0 Gallons of vastevater/day x 200Z - 04,0 ' REQUIRED effective Liquid
capacity of septic cank_ .
RECOM EEDED: SOQ Septic Tank
** In no can will the septic tank be less than 1,500 gallons (effective liquid capacity
ALMER HI NTLEY,JR., & ASSOCIATES, INC.
LAND SlatEYORS - PROFESSIONAL E£GINEZPS • LANDSCAPE.&RCHrrEcts
LEACHING PIT DESIGN
Precast Pit Used: / /) ' Long x ,$- ' Wide x 2 ' Effective Depth
Using L/- ' of stone all around and / ' of stone under pit.
SIDEWALL AREA:
/3 ' Long x 3 ' Effective Depth x 2 Sides - / SF
' Wide z ' Effective Depth x 2 Sides - 7 SF
Total of
/
BOTTOM AREA:
1
SF (Sidevall Area) x -_� Gal/SF - ¥o r Gal/Pit (Sidevall)
/ JP ' Long x /3 ' Wide SF
239 SF (gotta Area) x / D Gal/SF - 2 39 Gal/Pit (Bottom)
4t
Gal/Pit (Sidewall)
Gal/Pit (Bottom)
TOTAL Gal/Pit (Designed)
* Without Garbage Disposal: Total Gal/Day (REQUIRED)
* With Garbage Disposal: 1.5 x 3 3nCal/Day (Daily Flow) - 49,5 Gal/fc 04/
(REQUIRED)
Using `ms- Gal/Day (Daily Flow) + 6- 99 Gal/Pit - / Pit(s)
ALMIER W NTLEY,JR., & ASSOCIATES, INC.
LAND SURVEYORS - PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
,4It4 ee
RPECASr
COceeers
Der neat
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.1pr£_' •dLL war w,CL aC Celle /'v 4219e012KE wing THE 574TE ENWA ONHENTAL
CODE - rnC S. MOPE•5EO!Cw RE _
� E wea
TO dE �E rl/E 6 %reir EFFECT/YE ~ OA DEPTN OF Ti/G
/VT, M/N/CHEYEA° /1
5AEA TER.
ALMER HUNTLEY, JR. & ASSOCIATES , INC
REGISTERED LAND SJR/EYORS L CIVIL ENGINEERS.
125 PLEASANT STREET
NORTHAMPTON , MASS .