13 Septic Permit & Designs 1986 THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF H LTH
i
/�I OFA
Crrtifutttr Df Cumpl/ nu
THIS 1.9 O/CEjZT�7FY, hat the Individual Sewage Disposal System constructed ( or Repaired
by fig• • 1��1J y�
I a6 Installer /' �l n
at
has been installed in accordance with the provisions of TITLE 5 of The State Sant fza y Cod as dys bed in the
application for Disposal Works Construction Permit No dated yj3.Q
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRU D AS A GUARANTEE THAT THE
SYSTEM WILL F/U[�,LtC.T�IO�N `SATISSFACTORY.
DATE '�`�! v 7 ( d Inspector ���.���(((.•ntt :tJ42----�
/3 /St.-oh-that
3b,
N o G
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
CITY or NORTHAMPTON.
fliMlusttl }vrl 0.1 uuttt tiara Irrntii
Permission is It' by granted ._— ---
to Construct ( or ep i ) an �1 ' i-du^al Sewage ispoosel SysternkJr�•
at No . ... ! 44-
. _. .. srr..n r
as shown on the application for Disposal Works Construction Permit Noo o.. .._0ADated�... -. .9.2
/
Fee°'S`
DATE /1/50
FORM 1259
3 r(il■_ Cant
PROPOSED DOMESTIC SUBSURFACE DISPOSAL SYSTEM DESIGN
Prepared For: P AIL 1. I P,i r
Location: Lc7 10 d; 1RCH LAIIf N ' Toxl
Number of Bedrooms: 3 Garbage Disposal: %f J
LEACH AREA DESIGN
3 Bedrooms x 2 persons/bedroom = persons
6 Persons x 55 gallons of wastewater/person/day = 330 total gallons of
wastewater/day.
Percolation Rate: F. 0 min/inch
Gallon of wastewater/square feet of leach area for a Percolation Rate of:
min/inch = ).75 Gal/SF Sidewall Area
= 0. 63 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.
* WITHOUT GARBAGE DISPOSAL:
- SEPTIC TANK -
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:
3 G Gallons of wastewater/day x 200% = C bc^ REQUIRED effective liquid
capacity of septic tank.
RECOMMENDED: 1 6- 00 Septic Tank
** In no case will the septic tank be less than 1,500 gallons (effective liquid capacity)
ALMLER HUNTLEY, JR., & ASSOCIATES, INC.
LAND SURVEYORS - PROFESSIONAL ENGINEERS - LANDSCAPE ARCHITECTS
LEACHING FIELD DESIGN
USING BOTTOM AREA ONLY:
Gallons (Total Daily Flow) gal/SF ■
• With Garbage Disposal: 5F Leaching Field x 1.S •
SF Leaching Field (Designed): ' Long x _
SF Leaching Fi
(REQUIRED)
SF Leaching F1
(REQUIRED)
{aide
LEACHING TRENCH DESIGN
_ ._=BALL AREA:
Gal/SF x 1,S ' of effective depth x L' Length x 2 sides
of =...h (stdewaL1) .
JtTCM AREA:
0 .0 Gal/Six
Total of
trench
A9s
as' C
' wide x 1' length - 1. 09 GaL/LF of trench (Sotto❑
Gal/LF (Sidewall)
L S9 Gal/LF (Bottom)
S. J .g- TOTAL Gal/LF of trench
Gal/Day (flow) Total Gal/Bay/LF - % i LF of
(REAL
• With Garbage Disposal: iS of trench x 1.3 = q I
CO LF of 'trench (Designed) : iS Irenches,
with 2 . t ' Effective Depth.
A
LF of trench
(REQUIRED)
Wide x
2o ' L
SEWER P/PE - SIZE AJ Noreo aNfYAN-
ALL ✓O/NT3 TO 6E W'TERT/BNT -
SLOPE • "O W7 IM/N)
SEPTM T4NK
D/STR/OUT/ON 002 70 SE JET LEVEL.
SUNP TO BE 6'
S_QE YEf'Y
x
Nei 0E4 PiPEJ PROM THE D/JT-/BUT/ON BOX
TV SE ANN- PER.•CRATEO AND LA/D LEVEL
EVA AT LEAST DNE LENS TN OF P/PE,
2 %• (NW.) F/N/311 GRADE
PLAN Y/E_IY
//a• Me
Mimeo STONE
3,4e 70 n
WASHED STONE
8077011 OF F/ELO 70 BE
NOR/ZONTAL
s'N/N 7V 6/101/NO WATER Ot /NFERY/OL/5 LAYER
SECT/ON - X
12'COVER
(Mitt)
11. -_ -
A(t
e
i
EA-tea/YE 7.
(YAR/ES)
/=O•Al/A/
ALL IVORK TO SE
PONE /N ACCORDANCE
mem rye STATE
ENV/RONNENTAL
CODE•• 7/71E S.
Irma/..
T
EPPECT/YE DEPTN(VN1es)
(i'M/N)
7W/CE EFFECT/YE WIDTH
(H/N.1
•/P A/07 0350 POR RESERVE
AREA • 4' y/N.
• /F Use POa RESERVE AREA
6' /4/N.
T
ALMER HUNTLEY, JR. & ASSOCIATES, INC.
SURVEYORS - ENGINEERS - PLANNERS
125 PLEASANT STREET
NORTHAMPTON , MASS.
PROJECT NO.
SHEET OF
71
Pharmer Engineering Corp.
civil engineering & land s
39 MT. TOM AVENUE HOLYOKE, MASSACHUSETTS 01090 413/533-7276
LOT DATE
WOODEROOK PERC TESTS
BOOK 506
SOIL LOG
WATER
BEL
PERC RATE
REMARKS
8
15-8-85
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 841 '
94"
2
From Page #i
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 Canpact Sand
Total Depth 9 '
96"
2
From Page #2
Perc #17B
14A
No perc at t
14B
No pert at t
15A
No perc at t