Lots 2&3 Water Analysis and Soil Survey Report Fax
Jun 17 04 08■ 18p
Howard Laboratories
Jun 1/ '04 15:2! P.02
418 247 8588
62 Main SVeet-Hatfield,MA D1036
Tel. (413) 247-5533 Fax(413) 247-9599
WATER ANALYSIS REPORT
Henshaw's Well Drilling
Client:31m Lawrence
Test Requests: basic h20 package
Parameter
Total Conform Bacteria
Color
Iron
Manganese
Nitrate
Nitrite
PH
Sodium
Conductivity
widity
Turbidity
n
Hardness
Recommendations:
Results
0 colonies/100m1
28 PtC°Color Units
0.60 mg/I
0.011 mg/I
0.1 mg/I
0.005 mg/1
7.68 pH Units
4 mg/I
0.13 m5/km
72 NTU
10.8 mg/1
42 mg/I
Sample Location: 6686 North
Puma Rd.
Northampton,MA 01060
Sampled try: HWD
Date Sampled: 5/26/04
Date Received: 5/26/04
Limits
0 colonies!looms
15 PtCo Color Units
0.3 mg/i
0.05 mg/I
10 mo/I
1 mg/1
6.5-as Ph Unas
28 mall
No Standard
S NTU
250 mg/I
No Standard
Comments
OK
OK
OK
OK
OK
OK
No Standerd
•
OK
<50 soft '100
hard
This sample most acceptable standards of potability for the parameters tested
except for those marked with an asterisk(a).Plena see attached sheets.
Analyst: JF
Date: 5/27/04
Checked Dy:SL
11524-HWD
p- 1
DEC-0E-2042 14:36 From:HARRIS & GRAY 413 628 4775
DEC-0-2004 14:27 FROM:MJRTHIAMPTON BOARD OF 413 5871221
To:413 5871221 P.2
70:9114138284775 p.1
My 0/ listaaatase, "itadottaideitetra
212 7444 Sheet
Wig. 711.4 0/060
7d. 473-587-1214
Sax 413-587-1221
Title V Certification of Compliance
TO BE FILLED ED OUT BY THE SYSTEM INSTALLER
INSTALLER SIGN-OFF
Pursuant to 310.04R 15.00 of din Slate Environmental Coda Tide V,Mloinewn Requirements for the
Sub,w ce Disposal of Sanitary Scwgge,Section 15.021(3),the hailer of system Is required to sip
this font sea condidon for issuance of a Hoard of Health Confirms ofGenplbnoe for the Guile erode system.
This is to card 'nt the opsite sewage dlspoaal sygrandrt/ d as:
sep-�' mime 46-amber onl(�IIIN_ View COnitruction
y repair(exieting system)
on (1-0A-A 4 DYVCP number Eli—111
mere
lance with 310 CMR 15.00, end all local requirements.Any shaming to the
hemp reflected on n asbuih plan that hes been submitted to the Board of Health.
(sine,Ciry,end Zip C
0
MOT :Tide ton
sense din
iecir et the
Meal
t%p sly.pre or Implied as te the Mnaional or battvily ofthe on-airs
1 Went with all .. iambic re n and repletion ae nil
No.
Commonwealth of Massachusetts
poRThlAm Pro Al Massachusetts
Site Suitability Assessment for On-Site Sewage Disvosal
Owe 06/7/0
Performed By: 41 g#hpuj So ko
Witnessed By: 1'e+er McSrlain
Certification Number.
1
Location Address or Los No.
LOT � Z rORME?L)/ RECORDED
As Aoi tt h NORr4 FARms RDJ MoiCIW"P/°"
Owner's Name.Address and Tel.a
15 EWA' H=ArEY
197 NoPTN MAPLE STRa6'
Ajai »1Pmt% MA 01060 (4o3)-534- I S71
New Constructions$ Repair o
Office Review
Published Soil Survey Available:
Year Published 1951
Drainage Class 9 R,
Surficial Geologic Report Available:
Year Published
Geologic Material (Map Unit)
No ❑ Yes '
Publication Scale II 15540 Soil Map Unit 1 B,5,a,0,13
Soil Limitations Severe: Lvtfness , Verts sL6L4LY
No `(1 Yes ❑
Publication Scale
Landform
Flood Insurance Rate Map:
Above 500 year flood boundary No ❑ Yes If
Within 500 year flood boundary No id Yes ❑
Within 100 year flood boundary No '( Yes ❑
Wetland Area:
National Wetland Inventory Map (map unit)
Wetlands Conservancy Program Map (map unit)
Current Water Resource Conditions (USGS): I99(2 Month Tuly
Range: Above Normal Normal ❑ Below Normal ❑
Other References Reviewed:
U S G S- To?n%CoPh(w ( oar
ssadoc
2
On-Site Review
Deep Hole Number ) -I Date (r 1 Z(o 1416 Time p f - 34 Weather$on y .7 S
Location (identify on site plan) SSE sKCTUt
Land Use Gunoi ANbS Slope (%) 5°/n Surface stones NONE-
Vegetation HARD/so6-r 60 r S
Landform flocdiu6 TspRA/k)
Position on landscape (sketch on the bads)
Distances from:
Open Water Body 7/(Yb feet Drainageway 7/Oa feet
Possible Wet Area >//v() feet Property Line 2 r feet
Drinking Water Well 7/5b feet Other
DEEP OBSERVATION HOLE LOG
Depth from Surface
(inches)
Sail Horizon
Sod Texture
(USDA)
Soil Color
(Munson)
Sod Mottling
Other
(Structure,Stones,Boulders,
Consistency, %Gravel)
G _ 5.11
7 11 2 /I
Zqll — V/
k'/ /22 /
A
�w
B/
Sav9/ loam
C` �y m
/77,5) SFwD
vg LSAn,P
Course
SA AJfl
/0'/g3/4
IOW �1i
/DVR513
/0%/r'5//
iovg W/
/DONE
rl/ONE
57
SyR1/4
/0 yrt
16l/R
5°/
v /4
/3(6
Frz9 e_ AIAZ'u E,
/E NE ^/ Ar�E
/nAS5luc Fro gr_?;
Loose /
FIRM l MAssI)L-
CWAV9-Ly MASSIIre
C Go B,txCC1 SUVA"Q1A0t_
Parent Material (geologic) Pros/co; I pufwar k,
Depth to Groundwater.
ssadoc
Standing Water in the Hole: VOA/(- Weeping from Pit Face: /J%A/=
Estimated Seasonal High Ground Water. S% /
3
On-Site Review
Deep Hole Number / - Date 6125/96 Time H) 30 Weather SO nn/ 70
Location (identity on site plan)
Land Use /uOObLAA)bs Slope (%) S% Surface stones aW
Vegetation HARD/ sot'" WDQOS
Landform DRUrnLt KJ
Position on landscape (sketch on the bade)
Distances from:
Open Water Body 7(D0 feet Drainageway 7100 feet
Possible Wet Area 7100 feet Property Line '72-0 feet
Drinking Water Well 7100 feet Other
DF.FP OBSERVATION HOLE LOG
Depth from Surface
(inches)
Soil Horizon
Sod Texaae
(USDA)
Sail Color
(Mensal')
Sod Matting
Other
(Stromlo),Stones. Boulders.
Consistency.%Gravel)
O — 6 I/
il
— 2Z
2211 52
Sq —
/29 /'
A
Bcp
�C
C
S,tty I04 in
� r,�� oa
-5, 4Q
Sl
I,^rn
16 VIC 2/Z
10 Y1( 3/3
1bY2312
!o ms/I
5%
ea^
5)(R1&
LC
Mai SSiDG/ F--RA P.,_
mAsslvz, fR/A3L
Fete/ P n�/
10 % AV£LL/
rrlA9Lt
MAsst/E/
Parent Material (geologic)
Depth to Groundwater.
ssadoc
?ro41 Duns wash
q d
Standing Water in the Hole: /(2 Weeping from Pa Face:
Estimated Seasonal High Ground Water.
29"
Determination for Seasonal High Water Table
Method Used:
❑ Depth observed standing in observation hole inches
❑ Depth weeping from side of observation hole inches
X Depth to soil mottles 7-4 inches
❑ Ground water adjustment feet
Index Well Number
Reading Date
Adjustment Factor Adjusted Ground Water Level
Index Well Level
4
Percolation Test
Date: 61Z6,/9(0 Time: 9 /7
Observation Hole #
I - I
I — 2
Depth of Perc
75n
75"
Start Pre-Soak
9 . 18
/0 3I
End Pre-Soak
9 , 33
10 4C
Time at 12-
9 33
10 44,
Time at 9'
9' . 38
10' 59
Time at 6'
9 43
II g3
Time (9' — 6-)
S
29
Rate MinJlnch
5/3 h1n1in .
S mir/n
Site Suitability Assessment
Additional Testing Need d: �
Performed 8 ��// k �^
Site Passed hf Site Failed a
Perfc y
Witnessed By: \
Certification Number:
Comments:
RECamtuD RennoV/AJ4 B/c LAYER
Vito2 T O Sy3TEAI i cr A“t. i iohi.
FootiD in)
NOL$ (- 2 .
,aA4DC
FORM 11 - SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No. FOR"SRL.y 7 gt01gQ ( As car 4-
rth FARmg RAC AkArAAmarbtl
Determination for Seasonal High Water Table
Method Used:
❑ Depth observed standing in observation hole inches
❑ Depth weeping from side of observation hole inches
Q Depth to soil mottles ...., 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
observed throughout the area proposed for the
If not, what is the depth of naturally occurring
Certification
pervious material exist in all areas
soil absorption system? YES
pervious material?
I certify that on 69 2.(9 9(D (date) I have passed the soil evaluator examination
approved by the De‘:, ent of Environmental Protection and that the above analysis
was performed by me consistent with the required training, expertise and experience
described in 310 CMR 15.017. pp yy� /�
Signature rlY �rce•le Date 61Z(0I 9 Lo
DEP APPROVED FORM•17.107t95
Alma Huntley Jr. & Assocs. Inc.
Surveyors - Engineers - Landscape Architects
30 Industrial Drive
NORTHAMPTON, MA 01061
(413) 584-7444
D 96, - /3/ -for kevin
SHEET NO
MSS
CALCULATED BY
CHECXED BY
SCALE
N7 S.
OF
DATE
DATE
F LOT4 I
TEST PIT2
Z
•
PLKCZ
LOT /1 ® -r
I LS7-PIT1
C FAIL
1
rOu
NORTH FARMS � D
UP 39 /90 UP 35 /91
NO IL LDT NAPERS cHoWNAI<r= (-1f17FkPT
GRAVEL
ACCESS
Almer Huntley Jr. & Assocs. Inc.
Surveyors - Engineers - Landscape Architects
30 Industrial Drive
NORTHAMPTON, MA 01061
(413) 584-7444
JOB
q 151 for Key n
SHEET HO
CALCULATED BY M SS
CHECKED BY
SCALE
V T.S .
OF
DATE
DATE
A PPROX,
SOUTHI 5IbE
Almer Huntley Jr. & Assocs. Inc.
Surveyors - Engineers • Landscape Architects
30 Industrial Drive
NORTHAMPTON, MA 01061
(413) 584-7444
JOB
90 - 131 for ileum- Na-Fey
SHEET NO OF
n/i3/9(o
DATE
CALCULATED BY MSS
CHECKED BY
SCALE
/✓.Y S.
DATE
t NGRTH 51 PN
5TL
PEKE 2
l..DT (o
PE/CC E_ VE.C I d
DOTS LOTS
N
m
CTUMTKY
ARYKOX. SOUTfj
PER G I
juk. LOT Lo
99
9
(73r
ATTIOX WES-r FL-
TRIPLE 'PAIk1T MARKS
ON 7REE ON SOUTH WEST
PROI RTY L IN£
LHOYE Lo` UUMBERS SMUNN ARP CORRFAIT
DEEP SOIL. LOGS
OWNER KARF'N LAAM► FFLE DATE
MAY7) 1986
F. q
LOCATION NORTH FARMS ROAD OBSERVER
NORTHAMPTON, MA.3
TOPSOIL
SUBSOIL (SANDY
Solt
0 -12"
12 24"
4Yo"
24-'1 /IS
Fl t Ias
of H PETFI McFRi AIN
T► LL WITH
COBBLES ) STONES
FIRM TO COMPAcl
GROUND WATER WATER (NON E)OXI DES GROUND WATER
Av6. 5i
Z 0 _ 12 TOPSOIL
SUBSOIL (SANDY)
0
LOAMY COMPACT
247- h-) TILL SOME co8BLE
STONES
GROUND WATER WATFR (NON E)
NO OXIDES PROMINENT
GROUND WATER
PERCOLATIONN RATE AT 4Z:
2.0.1. min./inch
I
e
PLAN SHOWING SEWAGE DISPOSAL
d,pp In I. I o�
,H 'fa
4.> I I r{cY
•
lO�� F• �PpECV .a:
f■
628
''..k .K *..`
•
•
•
•
h
•
0
Li
N
Walt
/00
I
0.90X
I
R.M. NAIL IN
L' MAPLE
I
I I
/ i l ite.
I I
92'9o' 8G'
Ltt- 144
I9B•
AREA Of COMBINED LOTS:
S9, FIS SQ. FT.
NOTE ' No oTMER WCLLs
WITHIN Zoo' or
LEACH Mn.
3 LEACH TRENCHES
for To
LEACH 7o' x 2' x 3.5'
RESERVE BcrwEEN TRENCHES
c
FOR: GORDON t ANDREA SWIFT
Si WARNER ST.
NORTHAMPTON, MA OIO6o
SITE: LOTS 2+3 No. fMRms RD.
NORTHAMPTON, MASS,
APPRO c/MA7E
fat une
•
/as eetier
C
J
0
de
0
0
B F ILI O5
SEPTEMBER IS, 19843
SCALE: I" ' • 'io'
CROSS— SECTION OF SEPTIC SYSTE M
FoR: GORDON + ANDREA SWIFT
SITE: NORTH FARMS RDy NORTHAMPTON
BY: FREDERICK F/L105
SEPTEMBER 1984,
SCALE: HoRIZ. : 1" = ID'
VERT. i" • 3'
0
o at
loo' ELEVATION
3 LEACH TRENCHES
70' x 2 x 3.5'
E yam -G11�f
�r-
24'
24'
r,
1
LJ
to
4
I
I
L1
S'1AT
o•s0
s s.6 o'
E1"
10
11
.45
p.OJN
EVE
DISTANCE CALCULATIONS
DISTANCC c SLOPG E 150
SLOPE a 6.4740 : 0.16
DISTANCE= 0.16 X ISO' VI
we say in all our reports : prospective buyers of property should always taste the
well water and make any and all other observations about the ,sell, water , l_ncatons ,
etc. to their complete satisfaction. . .before buying.
HOWARD RESEARCH LABORATORIES
HARLAN A. HOWARD. M.S.
MMMMMM
•MIERICAN CHEMICAL SOCIETY
•MISICAN Su•u M ASSOC.
•MEMICAN ASSOC. CLINICAL CHEMISTS
Gordon and Andrea dwift
84 `darner St.
Northampton, Na. 01060
Hear iNr. and sirs. Swift:
The water sample which you
bror=ht
here
750 NORTH SLCASAMT STREET
. AAAAA CAL/SETTS 01001
i(arch 16, 1987
Larch 11, 1987
has been analyzed bacteriologically according to the Official American Public Health
Standard Methods.
Results of tests indicate
WATER ANALYSIS REPORT
good bacteriological quality. As tested,
this water sample would be considered
0 Coll type bacteria in 100m1 of yo
0 Coli required in 1U0m1 of water
Chemical Tests: pk was 6.8 wh
which is 7
Total -gar• es
Hard water starts at 120 .arts.
suitable *
ater sample.
good drinking cuality.
fine bein; just a little on the acid side of neutra
host desired range is 6.5 to 7.5
was 100 parts per million which is a common amount here
for drinking purposes .
To iron was 0.5parts per million which is the csual amount. The
ideal amount is 0.3p- ts per million or less : howevere, few well waters are chat low in
iron for our area. wo harm to health. a'ossibly a very slight stain or tLste. .perhaps not.
Total Manganese was the usualtrace t slightly more). No itiird, to heals h
Total malt was :i0 parts per million which is within real . alle_ Icrr '_ing
water limits. 1, is would t an to about 24 or less milligrams per lifer - 4
Total Nitrates was a very good 2 parts per million which is the amount
we find in the batter well -waters. had it been 10 parts or more , it . oull have been of
potential danger to pregnant women and/or in tents. it problem here.
Total Nitrites as just a trace.
Color was normal. Turbidity will be ;',pod v,Thar, the yell .. =..s Ied
ou t in good sha e. This is common on a new well.
Very truly yours , in short, a pleas' s, set of tests _ _s_ulus. 'he only point of inter.
L .., _
is the salt. �f you plan to build a new home, ask your fevorite
experienced and knowledgeable plumbtq if he would use n ..tic insihrmr
of copper pipe. If he sayscopper, make certain is is the very best
Harlan A. Howard, B.S. , M.S. ,ads of copper and will hove the new lea'' rrec joint
Director of Laboratories co-,pot if you have questions , ;lease phone me our
convents r_ _. : ample marked as being from yell at Hor. Harqm rrr
in Northampton 1 .ter ,erf c
Laboratories Certified`by Mass . Dept. oef rublic Health ---- Medicare No. 22-8026
Thankyou for the opportunity to be of service. :'aid by .heck ..o. 2644.
rSample# 9122A
HOWARD LABORATORIES OF NEW ENGLAND, INC.
750.North Pleasant Street
Amherst, MA 01002
Phone: (413) 549-8260 Fax: (413) 549-1850
MA Lab License: M-00851
JAN 2 9 2002
WATER ANALYSIS REPORT
Analyzed For: Wright Builders - _
.Address: 48 Bates St.
Northampton, MA 01;060-
Telephone:
Sample Location: Lot 1, Off North Farms Rd
Northampton,MA
Sampled By: HWD
Date Sampled: 1/18/02
Date Received: 1/18/02
PARAMETER
RESULTS
LIMITS COMMENTS
Total Coliform
Bacteria 0 colonies/ioomi
0 Colones/ Looms
OK
pH
6.79 pH Uoio
6.5-8n pH limes
OK
Manganese
0.018 mw:
a 05 mnl
OK
Hardness
64 ma'l
No Standard
<30 SOFT >100 HARD
Conductivity
0.19 ms:cm
No Standard
No Standard
Chloride
48.0 ma/
zo mvl
OK
Iron
0.08 men
o 3 m_n
OK
Sodium
4 man
,8 maili
OK
Nitrate
1.9 mwl
to ma/
OK
Nitrite
0.004 maa
I mot
OK
Color
6 PtCO Color Units
t> PtCo Color Units
OK
Turbidity
1.04 NTT:
NTT:s NT
OK
Recommendations:
This sample meets acceptable standards of potability for the parameters tested.
Analys - BA
Checked By: Jonathan S. Begg
Laboratory Supervisor
Date: 1:'_2/02