Lot 4 Septic Application & Plans COTOONW LALT1d 01V MASSACHUSETTS
Boars(n(Health. (JoRM-W CAN
AEON FOIL DISPOSAL SYSTTIM CONSTRUCTION PERMIT
ConstrucrVVRepair( ) Upgrade( ) Abandon( ) - J Complete System U Individual Components
FEE -77
Type or Building Sl N&LE
5
Dwelling-No.of Bedrooms
Ocher-Type of Building
Other Exit ues
Design Flow(min. required) 55-0 gpd Calculated design flow Ole Design Bow prodded i\ I (J'
Pei Mon Date
Tide ' N OF fL 3!.(e7, PLD 6 . C 1►91.
Description of Soil(s) �719t 1't'RiJ 4 501 t- cuAI PtA
Soil E aluamr Form No.
I
i or Size sq.ft.
Garbage gnu (.-
No_M persons /0 Showers(lorl-C.f...Ja(
Plan: Date JO" 2/i _0
Number of sheets
a
glad
Name of Soil Es alumni D,t.A (Mtge
Dateof F,-aWation4 /3 v0
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agrees to nstall the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
urther agree to not to place the sEstem in operation until a Certificate of Compliance has been issued by the Board of Health.
gned (---- -- Date
lope/lions
Owner's Name Rohl BERGI/M E
atinn Co Les Ake. 44, Ro
Map(Pa]
-VA 0L,C,�/ IMA
i
Lot# +4
A-
C—
Telephone# 5-Q- 4'27 0
II tiler Name Kwat IS cv (°4C),I- C
Designer's Namrerak thy
Address 90 Mrn.7fRG
$Vm 1meu1S
t
QD� W i-lAtneTbvi
Address
-FAtx�c y MA
Telephone# 54'_, — 5396
Telephone# 9)3 5-2,7- 5L4
Type or Building Sl N&LE
5
Dwelling-No.of Bedrooms
Ocher-Type of Building
Other Exit ues
Design Flow(min. required) 55-0 gpd Calculated design flow Ole Design Bow prodded i\ I (J'
Pei Mon Date
Tide ' N OF fL 3!.(e7, PLD 6 . C 1►91.
Description of Soil(s) �719t 1't'RiJ 4 501 t- cuAI PtA
Soil E aluamr Form No.
I
i or Size sq.ft.
Garbage gnu (.-
No_M persons /0 Showers(lorl-C.f...Ja(
Plan: Date JO" 2/i _0
Number of sheets
a
glad
Name of Soil Es alumni D,t.A (Mtge
Dateof F,-aWation4 /3 v0
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agrees to nstall the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
urther agree to not to place the sEstem in operation until a Certificate of Compliance has been issued by the Board of Health.
gned (---- -- Date
lope/lions
Description of Work:
The undersigned his
at
4L
C(»1 iONWFkLIII OF MASSiCI I'SFITS
Board ofHealth ///l/4/ 3!A.
CERTIFICATE OF CO IPLIANCI
❑Individual Component(s) /Complete System
eby ceuvf-that the Sewage Disposal S sr ; Constructs .Repaired ( 1.Lpg: Ied ( ).Abandoned ( )
/
` ZI (re it, itl14" icr � no� i� lr
rQt J
L l�
has Iseci installed i 'tc col dance with the in olisi ns tt 310 CMR 15.00 (1 d 5) and the 1pp-me d design plus,as-built plans relating to
application No. 3/% ni . dated // App need Design Flow iT / ',6(gpd)
Installer r.eC.'l—1 5 f/1-.Cf`-r %/- 'C,✓Gn
Designer: / / e rt/e Inspe ,or: .✓ t'-"7 i%� F1'/CJlatc
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
No.
37Cc
CONN1ONWE<11111 OF M1 SSACIIUSETTS
x///17-71t7<,� ALA.
DISPOSAL SYSTF 1 CONtST !CTION PFR\11T
Board if Health,
Permission is herebygranted to;j�Construct(t- Repair( ) Upgrade( ) Abandon( )an individual sewage disposal system
at 4,
(OA heir r( &' /ref - i7PkC TC/%))G y,. 1 6;p--a)described in the application for
Disposal System Construction Permit No. 1 !/ , dated /r/ //1 L'.
Provided: Construction shall be completed within three years of the date of this t e All lo SS-al cnnditiot must he met.
Form 1255 Rev 5/96 A.M.6ulpn Co Boston.MA
Date /7��/l/ Board of Health /
FORM 2-DISPOSAL SYSTEM CONSTRUCTION PERMIT
/4 3/417
Commonwealth of Massachusetts
NORTHAMPTON, Massachusetts
Disposal System Construction Permit
No 5°x/7
dos
Permission is hereby granted to ROY GIANGREGORIO to construct (X) or repair()
an On-site Sewage System located at
LOT 4 COLES MEADOW ROAD
and as described in the above Application for Disposal System Construction Permit. The
applicant recognizes his/her duty to comply with Tide 5 and the following local provisions
or special conditions.
All construction must be completed within two years of the date below.
Date
Approved by
No
FORM 1-APPLICATION FOR DSCP
Fee
Commonwealth of Massachusetts
NORTHAMPTON, Massachusetts
Application for Disposal System Construction Permit
Application is hereby made for a Permit to Construct(X) or Repair() an On-site Sewage Disposal
system at:
Location Address or Lot No.4
COLES MEADOW ROAD
Owner's Name, Address and Tel.#
ROY GIANGREGORIO
31 RUSTLEWOOD RIDGE
NORTHAMPTON,MA 01062
413/586/7623
Installer's Name,Address,and Tel. # Designer's Name.Address and Tel. #
MaeLeay Associates, Inc.
102 Bridge Street
Shelburne Falls,MA 01370
(413) 625-9774
Type of Building:
Dwelling
Other
No.of Bedrooms Garbage Grinder
Type of Building_No. of Persons_Showers Cafeteria
Other Fixtures
Design Flow 660 gallons per thy. Calculated daily flow 1018 gallons
Plan Date 6/22/99 Number of Sheets Revision Date NONE
Title SUBSURFACE SEWAGE DISPOSAL PLAN IN NORTHAMPTON,MASS FOR ROY
GIANGREGORIO,LOT 4 COLES MEADOW ROAD.
Description of Soil SAND SEE PLAN FOR DETAILED TEST PIT DESCRIPTIONS
SEASONAL HIGH GROUNDWATER AT 68 PERC RATE 2 MIN./INCH, .WITNESSED BY PETER
McERLAIN
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the
sewage disposal system in actor•.
place the system in operation unt
Application Approved by
ce
a Cert
etion and maintenance of the aforedescribed on-site
e rovisions of Title 5 of the Environmental Code and not to
.}4 - •f Compliance has been issued by this Board of Health.
i Date 81101
•
Signed
Date
Application Disapproved for the following reasons
Permit No.
Date Issued
r'o o- e i J'-VO ' 5 4 e l k e l l, I ' L/ l..(/-r.`'a nu,/ e -
a � b /! 7/0 / I ifbv41(
PERCOLATION TEST(S)
Time: I ( Time:
Observation Hole #1 Observation Hole #2
Depth of Pere f )----. Depth of Pero �y f
/' Start Pre-soak / _ S 1 Start Pre-soak T O
�L!lY End Pre-soak j ( i / End Pre-soak
Time at 12" 7 Time at 12" _� /-�
Timeat9" Timeat9" . s7
Time at 6" r Time at 6"
Time(9"-6") ap ?`l(/ I Time(9"—6") 2. '' / m
Rate Min./Inch Rate Min./Inch
"minimum of 1 percolation test must be performed in both the primary area AND reserve area.
Performed by I Performed by
Witnessed by Witnessed by
Comments:
" fy I
�— l i
A
�
L, o
1 .w
1 () i'Jf
I
rf
_ _ r/, j
NORTHAMPTON BOARD of HEALTH- Title 5- Site Review
DEEP OBSERVATION HOLE LOG'
° =P"°'°'.
tn, ,, Lt Owner
v d u� �N I
[�
tc--(;, 1---
Date ,,�/
5P// &/
Time
San Color
(Munson)
Owner's
Address
(Structure.Stones.BoulersrConsistency.%Gravel)
En•!neer _/ rl--'f I0
C
Weather - Pp4 *'--
Phonea
Land Use
re-I-cu.
%Slope
Surface Stones
Parent Ma.trial(geologic) I I Depth to Bedrock I
Landform
I Weeping from Pit Face I
Vegetation Start Time / ', 5 0
PasNonon Landscape(
OpenWaterBody
ketch come)
feet
Distances
Drinking Water Well
Stop Time C ; s'
7 r--
feet Property Line
feet
Possible Wet Area
feet
Drainage Way
feet Other
feet
DEEP OBSERVATION HOLE LOG'
° =P"°'°'.
MINIMUM(Jr IWO Rotes REQUIRED ATEVERYPROPOSED DISPOSAL AREA
Depth from
Surface(Inches)
Sal Hodzm
Sal Texture
(USDA)_
San Color
(Munson)
SW
Moatng
(Structure.Stones.BoulersrConsistency.%Gravel)
( i - )
u1�
CI -
UV
C
P
., V)
1U " r
,y, cfy
/,
/Z
(
^
Parent Ma.trial(geologic) I I Depth to Bedrock I
Depth to groundwater: Standing Water in the Hole
I Weeping from Pit Face I
Estimated Seasonal High Ground Water
' U k
Deep Hole a:
DEEP OBSERVATION HOLE LOG'
'MINIMUM OF TWO H
Depth from
Surface(Inches)
Son Horizon
Soil Texture
(USDA)
Sod Color
Munsell
Sol
Moth
Other
(Stmaure,Stones.Boulders,Gonsaten
%Gravel)
( i - )
u1�
CI -
UV
C
J�
^%
Q� ��
Li 1
-
/,
/Z
(
^
f f_
7-
Parent Mahal(geologic) I
I Depth to Bedrock I
Depth to groundwater. Standing Water in the Hole
Weeprg from Pa Face
I
/ '
Estimated Seasonal Hyh Ground Water
794= „
/4"6
„ , rn7 rrtz- En q CI A/4 4 I
PERCOLATION TEST(S)
Time: I I Time:
Observation Hole #1 Observation Hole ,
LI -1 -..- —
Depth of Perc Depth of Perc b "�
'it/. h
Start Pre-soak Start Pre-soak
II ',53 II IS
End Pre-soak \I t End Pre-soak 3 /__
Time at 12' Time at 12°
III ICI
Time at 9” i) '21- Time at 9°
Time at 6° I I q o Time at 6"
Time(9"-6-) II I—/1) Time(9°—6")
Rate Min/Inch Rate Min./Inch -,-._
I -minimum of 1 percolation test must be performed in both the primary area AND reserve area. I
c ■
Performed by I Performed by
Witnessed by II Witnessed by
Comments:
i
y 7 / L
kit
•
2 .
NORTHAMPTON BOARD of HEALTH - Title 5 - Site Review
Date rf
I f) %
+ 4
Soil Horizon
Jt.,, .2-`2 —
Time
-
Owner's
Address
. (o
Iw o
U
Engineer I -tyO,A.,.—:vim.
Weather OZ., /
Phone#
Land Use
J�]-rc,n,i
%
Surface Stones
Parent Matrial lvlogic)
Landform
Parent Ma trial(geologic)
Ve•etation Start Time G,';j
Position on Landscape(
Open Water Body
Sets on the back)
feet
Distances
Drinking Water Well
Stop Time
feet Property Line
feet
Possible Wet Area
feet
Drainage Way
feet Other
feet
Uttr Uti6tKVAl ION HULL LOG`
Deep Hole#: 'MINIMUM OF TWO HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Depth from
Sudax(Inches)
Soil Horizon
Soil Texture
(USDA)
Soil Color
(Munsell)
Soil
Motlhng
Other
(Structure,Stones,Boulder.Consistency.%Gravel)
. (o
Iw o
U
ff
i/
`; L
_
i(1
I UT^
j,
(1/4
ci-f-.
c
Parent Matrial lvlogic)
_
Parent Ma trial(geologic)
I Depth to Bedrock !/
? Ia7 Weeping from Pit Face UN -
Depth to groundwater: Standing Water in the Hole
EstimtedSeasonalHyh Ground Water
/ -)
DEEP OBSERVATION HOLE LOG*
,..,.,,,,. . cu
... ,.LvvJfl
c•cnr rn veycuu at-in Rntn
Depth from
Surface(Inches)
Soil Horizon
Soil Texture
(USDA)
Soil Color
(Munsell)
Soil
Mottling
Other
(Structure.Stones,Boulders,Consistency.%Gravel)
IHY
Parent Matrial lvlogic)
Oct to Bedrock
Wee ping from Pit Face
Depth to groundwater'.
Standing Water in the Hole
1
Estimated Seasonal H's h Ground Water
4 No.
FORM it - CERTIFICATE OF COMPLWNCE
COMMONWEALTH OF MASSACHUSETTS
Board of Health, • e a Sij"J -
Description of Work:
CERTIFICATE OF COMPLIANCE
❑ Individual Component(s)
Fee
MA.
at"Complete System
The undersigned hereby certify that the Sewage Disposal System;
Constructed (y!Repaired ( ), Upgraded ( ), Abandoned ( )
by: ROu S C..11 l=.
PtR
at:
has been installed in accordance with the provisions of 310 CMR 15.00 (Title 5) and the
approved design plans/as-built plans relating to application No.
lated 10 2a,-00 c--„,,,„proved Design FIow631.9L(gpd)
Ef I«P-1- / :\
Install
Dcsigner: ItA i- ,.,e ,
����!1_����rL!� Inspector
Date OI \ `
The issuance of this permit shall not be cocistrued as a guarantee that the system will
function as designed.
DE' ?PROVED FORM 5/96
.
T
f, \ onrBlc L/2' WI @ 4
\ I . Brr2ur /il:!//
AS--BUILT PL/•N
J /
Ai
1 JII
}ICY. Pal
•G63 U( kleA
�Fk4--��' o TIM�ry
7 J V cwapE a E. 1 \• F
—ti•PVC !POLO P,EB MAGI NIS
I \---, ,,1# O.982 /�
i 'I \ �R6�•d X436° s,yAR1P\\N. 1`--...___J s5 i ''� -PSTRPT. Fop /ammo
—]- FORLE Wth TO LEACW' Bf0
- /
/N /
AS-BUILT PLAN ./
�/ `
LEACHING TRENCH SYSTEM /
/ / f PVC SAU PR
A LEACHING 1RENCHS QC 401l x 1I'V x 2'H ) EACH lQ` _
Ci12rING RUBS1RFK[ SEVPGE DISPOSAL SYSTEM
1"j""���\ ' 112-k1‘). ^�� _�-- r '/
LOT I 4 - CELLS nCADN ROAD - MRTIWFTCY. PR '
MR RCLLYG UN<, PARLEY. RA �\ 1 `\`\W\� \\` y' 4\
OT riQMV E WLINNIS RI - 'JESTIVHPIW. PM OIC27 'P �4� ....\\ \ �� -tiP
Ulb 5C'/ - URI F \. 5
PSrvpIRY. MC— \\ .; %
1,,_____---'
am-/ I
HOWARD LABORATORIES of NEW ENGLAND,
750 North Pleasant Street
Amherst, MA 010C2
Phone: (413) 549-8260 Fax; (413) $49
MA Lab Licit M-00851
WATER ANALYSIS REPORT
Analyzed For Bercume Builders Sample Locatio
Address : 25 Sylvia Heights Lot #4, Coles Me
Hadley, MA 01035
Sampled Ey:HWD
Date Sampled:
Telechore : Date Received:
Sample#7724
INC _J
-1850
:
do w Rd. ,Northampton
10/26 & 1C/30/00
10/28 & 10/30/0C
Parameter
Results
Limas
Comments
Total Coliform
Pacter is
0 c,:ca..a.,.cc,.
C .0.03:
OK
pH
v 2i µ v�.t,
5.5.a.5 pH ...t.
OK
Manganese
0 . 050 rg..l
:-o, s;t
OK
Hardness
118 my y
No Stand..a
Conductivity
6 . 63 so+
No stee..-e
.,o su:,d..e
Chloride
29 . 6
ec6:7:
OK
:ron
0 . 09 >,
o. s..
OK
Sodium
37
Nitrate
0 .001 .,g;l
+o^sr:
OK
Nitrite
0.001 .pn
cx
Color
_4 Plc.. Co.v, J: a
l5 PC Co Coln GS:L
cx ti
urbidity
2 . 89 Neu
enclosed Mass . DEP
s rm-
chemical interfretation
Fhe parameters
OK
Recomme ndations : See
sheet.
tested
This sample meets acceptable standards of potability for
cxcect for these parameters markeds with an asterisk (•)
Analyst BG �IiJ Date: :1/3100
.o- o C os.,-,- V..IQa se
chereed Av•.i,.- h5.
Laboratory S.lpervi r
T.F I L
• ..—conomor
f r LOT#4 74 \ • • j
eVeA I
\ 7:4
I Ex\Hatfiejd
i e
• , .
- .4- ..., ..
•.North Farms -
. ' 1/‘'.
/
•1 • /
t INTERUARNEE
. . i Kr .4""f 21
• '
e . ■ ' 1'i iK•,•.,-'•
bal !
F; 1 !1\ 'g - • C.:. .
•
- ‘
4 I
r
, \ 14.
■
1 •. .,,, *, , r ,
, , : d, .A...
•
.,--, 4.. e9P
I.-
1
' . I ' • -,:4. t )Y "'' .. l'Inns7
•
1 I
i
1 '
•n i n
elle' - ." - - • . 1',-) .: AC':
911TA1.- 1 "KT " . '
..-•" '11.' -eti.‘c j A s;""5..
'47 .•1 "
• e
ti 1 tR 7- ;I 4-
.O."T a - bSartha GrOve . • 340
emek„ tayet Pa
..._ .
i Quarre.,,,,0 i Co
H A 11 1. A
.... •
”
• " f J1,t ;?. +
.•
'
._..-- ---.-,......
.7-4''' I'' 7\..\.\ •
meter
C ;$ —* VER
-
, '. II :1: h. akca.Tic201NIERC1MOGE
. _ .....
1 ' k•• : 14. • :_•÷: <1.. 04.
. '..* 1:';3:t, :,: .1. _
•. 4 5,• , 4 i
N.,—. ?top 4 Sr : 7 — icern -0, ,2.-- . .-1.4.:74.,.. -_);1,41 1 1
e: (70Ar4fiC Glatt ' r '‘ '' - • -'
0,Fosio :„,• r ,. , t ._ • il .,. '•'-.4.;•• 4 '''' .44. •IlleaOn t;1:
SLt.7-4.cf5. I -'. i_ ' ■ 1 r't 3” .• Zi\1/4 :: ••tt.''c.v.;el * V t VI;' •• .44% • .. . % ... •:ti
• dkSV' ....•?‘7•• . ■■
&-e, ,•c\b If II blatacjie a . .
44441/ 1,7..I>8 :„..,,, •,.
s-a,
e <
, " T. • • 40448" - ' ,. • t„*.044, • pi, • snooping
•• `44 444 • , tenter —
ccht ye
.
ETC ' Sa=' 111.{it t1/4
.1)4 7,i .7! herd ° BaKey •
t•
TURKEY HILL ROE-0 Markers,Length=0 feet
Coles meadow Rd.-1 Markers,Length=0 feet
LOT It - Mv 22'1&8N, 07V west'
Porpresed detenton bases-0 Markers,Length=0 feet
Name: EASTHAMPTON
Date: 10/24/100
Scale: 1 inch equals 200()feet
Location: 042°20 58.2" N 072°39'28.3 W
Caption:Proposed septic system
LOT#4-Coles Meadow Rd.
Northampton,MA
Copyright(C)1997,Maptech.Inc
No.:
Date: April 1,1996
Commonwealth of Massachusetts
tiori-h.a_wnpion r Massachusetts
Site Suitability Assessment for On-Sitg Sewage Dis osal
Performed By:. Own A. CQLociar^ Certification Number. li/9S
Witnessed By: Qe ru Mc€rlin
Location Address or Lot No.: Li
colQ. J-1eaaikA
Owners Name.Addrasa and Tel.a:
(Q)T‘ BZXC.Arne
'7sj �.�-ylulo v\tehh
1-104\Zyi (1.1 O`(o35.
New Construction ® Repair ❑
Office Review
Published Soii Survey Available: No ❑ Yes
Year Published Si Publication Scale Ii1511 2._ Soil Map Unit 10/cRE
Drainage Class Look dra.inetl Soil Limitation Slone
Surficial Geologic Report Available: No M Yes ❑
Year Published Publication Scale "—
Geologic Material (Map Unit)
Landforn &ru,mGH
Flood Insurance Rate Map:
Above 500 year flood boundary No ❑ Yes M
Within 500 year flood boundary No M Yes ❑
Within 100 year flood boundary No M Yes ❑
Wetland Area.
National Wetland Inventory Map (map unit)
Wetlands Conservancy Program Map (map unit)
Current Water Resource Conditions (USGS): Month 461 300ti
Range: Above Normal ❑ Normal Below Normal ❑
Other References Reviewed:
On-Site Review
Deep Hcie Number ( Date /{//3/00 Time /C1:45' Weather Gear
Location (identify on site plan)
Land Use residei1 Ha.! Slope (e/) 2 S.Irfa^e stones In to
Vegetation coeobtIa.nd
Landforrn d y'.w%t vt
Distances from:
Open Water Body -abo r feet Drainageway_Jone feet
Possible Wet Area 10.00 t feet Property Line -as feet
Drinking Water WeIL be /o1 feet Other
DEEP OBSERVATION HOLE LOG
Cecth from Surface
(alone)
Soil Horizon
Soil Texture
(USDA)
Soil Color
(Munson)
Soil Mottling
Other
(Structure.Stones.Boulders.
Consistency,%Gnvn)
0 ro Co
ro ro 'as!
a% To Coo
6o ro 10
70 TO la;
A
13
c,
c .
c3
54
%
CIS
G/5
hys
GOYR 3/3
lO Y 12,444
a.sva u/y
SYg `)/a
2.6YR &/y
,none
ram°
Lome) rods cmlits,
axlAsbnes
loo , roots,cnFblcS
slene, Prlable
CiPasse seutkics alibi
tom) 'Friable
A.m, P-rloble, mcSSu
LS%yray
venf ic6e, wwast✓c,
Prlable
Parent Material (geologic): C1,■wos,k Depth to Bedrock `ar"
Depth to Groundwater: Standing Water in the Hole: new-_ Weeping from Pit Face:one
Estimated Seasonal High Ground WaterJ33"t
On-Site Review
� 4 //x/00 Tme_i.Gnt� Weather Clear
Deen Hole Number Date
Location (identify an site plan) o Sur2c° stones tO TO
Land Use l'QG1C2,YlNa Slope l/)
Vegetation
Lancfonn
Distances from r
Open Water Body rar o F feet DrainagewaY_b.C'^r eet
Possible Wet Area 300* feet Property Line_S& feet
Drinking Water Well n�d feet Other __
EP OBSERVATION HOLE LOG
Parent Material (geologic): cxA.kt.Xcebk Depth to Bedrock iCC'
Depth to Groundwater Standing Water in the Hole:Uty1tk_—Weeping from Pit Face: 44m4va
Estimated Seasonal High Ground WaterJSo
Csem nom Surace
t Incnem
Sod rcr.:n
Soil Texture
tUSOA)
Sod Color Soil Mooing
(Munseul
Other
(Structure.Stones.Boulders,
Consistency,%Graven
o to (o
Co' V-C 14
is ro kg
' q TO /Alt
/�
a
C,
C a
S
fL
Sr/c
/s
nn A
IOYY1 3
/3
IoYR LI/(,
as YR L4,
�.s Y R 5
/f
i,l
hone. do
lyo"
loose, (toll, Cnbldes,
a. 4. slenes
loose, rook,&0S2S,
Slone, Crto»e
cue sw"k9' ',
loose, frtabte
lei,' loose, massy,
Criole
Parent Material (geologic): cxA.kt.Xcebk Depth to Bedrock iCC'
Depth to Groundwater Standing Water in the Hole:Uty1tk_—Weeping from Pit Face: 44m4va
Estimated Seasonal High Ground WaterJSo
FORM 11 - SOIL LVALUATOR FORM
Page 3 of 3
Location Address or Lot No. H COt Aii€AMJ)
Determination for Seasonal High Water Table
Method Used:
❑ Depth observed standing in observation hole __ . . inches
❑ Depth weeping from side of observation hole.. .. inches
® Depth to soil mottles13}?.410'r inches
❑ Ground water adjustment feet
Index Well Number Reading Date _ Index well level
Adjustment factor Adjusted ground water level
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas
observed throughout the area proposed for the soil absorption system? ye>
•
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that on !/ m 9s (date) I have passed the soil evaluator examination
approved by the Department of Environmental Protection and that the above analysis
was performed by me consistent with the reg4.ed training, expertise and experience
described in 310 CMR 15.!„7
Signatur
DEP APPROVED FORM-1I'97%
Date 41/13100
FORM 12 - PERCOLATION TEST
Location Address or Lot No. y
COMMONWEALTH OF MASSACHUSETTS
, Massachusetts
Percolation Test'
Date: L{_` 3100 Time:. '.p:45..._. ..
Observation Hole #
l
Depth of Pert
pi
G%
Start Pre-soak
11:03
ill AF
End Pre-soak
Au a•slsr• gev.•!D
Time at 12"
11 : 11
Time at 9"
II: ac
Time at 6"
11.40
Time 19"-6"1
la
Rate Min./Inch
4
,a,
GO
Minimum of 1 percolation test must be performed in both the primary area AND
reserve area.
Site Passed Site Failed ❑
Performed By: Dennis Fl. Losa...rse
Witnessed By: 90-cc McCrlin
Comments: -. ....
DEP APPROVED FORM-12/01/95
PUMP CHAMBER CALCULATIONS
RONALD BERCUME LOT# 4 - COLES MEADOW ROAD-NORTHAMPTON, MA.
OCTOBER 25,2000
1000 GALLON SEPTIC TANK: INSIDE DIMENSIONS @( 8.0'L x 4.0'H x 4.33'W )
DOSING FREQUENCY: SANDS=4 DOSES PER DAY= 825 GALLONS/DAY
FLOAT# 1: =ABOVE TANK BOTTOM - SET @ 4"
FLOAT#2: =VOLUME PUMPING - S.0'L x 4.33'W x 10"(.833')= 28.85 CU. FT.
28.85 CU. FT. x 7.48052 = 215.81 GALLONS/DOSE- SET @ 14"
FLOAT# 3 =HIGH WATER ALARM SWITCH- SET @ 18"
8.0t x 4.33'W x 18"=51.96 CU. FT. x 7.48052 =388.69 GALLONS
RESERVE AREA AFTER ALARM
8.0'L x 4.33'W x 2.50' = 86.60 CU. FT. x 7.48052 =647.81 GALLONS
647.81 GALLONS_ 825 GALLONS= .79 DAYS RESERVE AF I ER ALARM
EMERGENCY STORAGE=647.81 GALLONS+ 388.69 GALLONS= 1036.50 GALLONS
THEN: 1036.50 GALLONS- 825 GALLONS= I. 26 DAYS
PUMP CHAMBER NOTES
PUMP CHAMBER TO BE LAID LEVEL AND WATER TIGHT ON 6" OF CRUSHED
STONE.
PUMP CHAMBER "OUT"BAFFEL TO BE REMOVED IF PROVIDED.
PUMP CHAMBER TO BE 1000 GALLON PRECAST CONCRETE TANK WITH
MINIMUM 20" DIAMETER ACCESS MANHOLE COVER RAISED TO WITHIN 12"
OF FINISHED GRADE.
PUMP AND FLOAT CONTROLS WITH LEADS TO BE OF SUFFICIENT LENGTH
TO ALLOW DIRECT WIRING TO CONTROL PANEL TO AVOID ELECTRICAL
JUNCTION BOXES WITHIN PUMP CHAMBER.
PUMP CONTROL PANEL TO BE LOCATED OUTSIDE HOUSE. ALARM PANEL
TO BE POWERED BY SEPERATE ELECTRICAL CIRCUIT ELECTRICAL WIRING
TO BE BY COMMONWEALTH OF MASSACHUSETTS LICENSED ELECTRICIAN.
PUMP SHALL BE CAPABLE OF PASSING A MINIMUM SOLID SIZE OF 1 1/4 INCH
DIAMETER AND SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURERS SPECIFICATIONS.