HomeMy WebLinkAboutSoil Testing Results - 213 CARLTON LANE 5/29/2013 TOWN OF NORTH ANDOVER
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
1600 OSGOOD STREET; SUITE 2035
NORTH ANDOVER, MASSACI IUSC=TTS 01845
Susan V.Sawyer, REFIS, RS 978.688.9540-Phone
Public Health Director 978.688.8476--FAX
hea[III dep(t1),townofnorthandover.Com
www.townofiiorthandover.com
1)JA( f ,�G.,��3Y 1� �+t, �j k v(..
APPLICATION FOR SOIL TESTS
DATE: -,z 12 el 13 - -- MAP& PARCEL:--
LOCATION OF SOIL TESTS: Z 13 Cte y'i f"D vi Lo N e-
OWNER: D 0-V)A � eGt-W O _%W l LV Contact 8: -----
APPLICANT: L V �dy _ contact/l:_��
ADDRESS; Z 3 `q �Pw��c 51- , N , d t v` 1 t✓t�t D L �i 6 '� — ------
LNG IN EER:�- !/ i v1 �lit�V I vt l G• Contact tl:
CI3RTIFIED SOIL EVALUATOR: LA-e ,� v _ 5 F 27`-t V
Intended Use of Land: Residential Subdivision Sing] Fami Home Commercial
I
Is This: Repair Testing: Undeveloped Lot'1'esting: Upgrade for Addition:
In the Lake Cochichewick Watershed? Yes No
THE FOLLOWING MUST BE INCLUDED WITH THIS FORM
Proof of land ownership(Tax bill,or letter from owner permitting test)
r 8.,5".v 11"Plot Plan& Location of Testing(please inrl/eate lest pit slier on the plan)
r Fee of$425.00 per lot for new construction. This covers the minimum two deep holes and
two percolation tests required for each disposal area. Fee of$360.00 per lot for repairs or untrades.
GENERAL.INFORMATION
r Only Certified Soil Evaluators may perform deep hole inspections.
r Only Mass. Registered Sanitarians and Professional Engineers can design septic plans.
y At least two deep holes and two percolation tests are required for each septic system disposal area.
y Repairs require at least two deep holes and at least one percolation test,at the discretion of the BOFI
representative.
v Full payment will be required for all additional tests within two weeks of testing.
Within 45 days of testing,a scaled plan(no smaller than I"-100')shall be submitted to the Board of I-Icalth
showing the location of all tests(including aborted tests).
Y Within 60 days of testing soil evaluation forms shall be submitted.
Please Do Not Write Below This Line
N.A. Conservation Conunisslon Approv rl Dale: '` )3��___.v._._____..-...�_..._�._.__.-__��.._w.�.•._.�.___-_.w...-
S/gnnlnrc q/'C'onservatiorr Agenl:
Dute back to health Departmeni: (stump in): � C \
Agriculture and Lat)N0414A111
as s Soil and Plant Tissue Testing Laboratory
Extension West Experiment Station
J 682 North Pleasant Street
University of Massachusetts
CENTER FOR AGRICULTURE Amherst, MA 01003-9302
Phone: 413.545.2311
Fax:413.54S.1931
soiltest.umass.edu
TEXTURAL ANALYSIS RESULTS
Customer Name: U.T.S.
5 Richardson Lane
Stoneham, MA 02180
Sample ID: 113437
Customer Designation: 213 Carlton Lane, N Andover
USDA SIZE FRACTIONS PERCENT OF WHOLE SAMPLE PASSING
Main Fractions Size (mm) Percent Size (mm) Sieve #
Sand 0.05-2.0 77.7
Silt 0.002-0.05 19.2
Clay < 0.002 3 .1
Total < 2.0 100.0
2.00 410 93.0
Sand Fractions Size (mm) Percent 1.00 418 82.8
Very Coarse 1.0-2.0 10.9 0.50 #35 71.0
Coarse 0.5-1.0 12.7 0.25 460 55.9
Medium 0.25-0.5 16.2
Fine 0.10-0.25 24.2 0.10 ##140 33 .4
Very Fine 0.05-0.10 13.6
0.05 #270 20.8
77.7
0.02 20 um 12.3
0.005 5 um 5.2
Silt Fractions Size (mm) Percent 0.002 2 um 2.9
Coarse 0.02-0.05 9.1
Medium 0.005-0.02 7.6
Fine 0.002-0.005 2 .4
19.2
USDA Textural Class = loamy sand
Gravel Content = 7.0%
COMMENTS: nedcal @aol.com
UMass Extension is an equal opportunity provider and employer,United States Department of Agriculture cooperating.Contact your local Extension office for information
on disability accommodations,Contact the Stare Extension Director's Office if you have concerns related to discrimination,413-545-4R00 or sce
tvi�v.extension.umass.edu/civilrights.
CL
o �
m
n C7
o
d 0 _� > -n c) C/) cn o g!9 9 c0. n 1 a -n
(D C'"—D = O< O o =-! Z 2: (D y 1 m V Q
cu a s fU 3 x Q a z
m ro fD rn O a 3 <
gj (n Cn (D m o "fi `v° m J ® lD
CD O
rn ro v v v v
C O< Q O ( (CD
ry aa o @ .(D o o -0 D z cn
$
S 411
ri 0 C :r
D U)
�
@ Q. -< -< -< -<
cn
� U) �_l<
�UCD
_0 a
o �✓
a r
.,..�.A,
Z Z Z Z C
O O O O 'O
(D U
U)
:3 (D (D
m _
a ¢ m ES,
l
❑ = U:,,,,,, �,�, � )
a
w > ° w m
Q
N
v c LD
(D _�
v z (D =' U
0
� O `> a a. a.
m w cr
0
o ❑ cl
z
in 0 z z c c Q Q rv. �
N m m ❑ ❑ a°� C7 C}
_" j o CL
m ❑ (D ((n C/) m �* V
v
p W (D (D ( ,
N (D
4 O '
N � cn d
o ❑ ❑
v z z
s — O 0 c
00
] o
z 0
- } ® ° 3 ` i
I / a z /
El \ \
co
\ k S
o m 7 co ] [
o e m Mn
S ® °
5 »
CL
± 0 3 \ §
\ \ a) § \
% 2 I ) . 3 ]
E / _(D m 4 � E
2 � \ El
L) � \
a f 5. )
@ \ [ \ _ ° \
_
)
y &
° c
: \ /
\ > /
_ E
0 \ @ f \ _ \ _5 2
0 # ¢ E \ / /
2 § m ) g
a - \ \ E
El
4-1 '
m { p / ƒ / 7 k m .
m _ o
2 \ \ -
� -
T E
4a 6 ° D
= m
ƒ 2 / ƒ ! j \ \ / \
_ \ 2 \ \ m o
R ƒ / \ \ } \ %
3 $ \ \ - q O a
� • @ m $ \ G O
e m $ # _
o 1 CL 7 k \ c k
/ 0 E 8 \ 0
O o \ 0 2 \ d
0 .- 0 .
U U � V w & w v a f
Z
0
. ....
o
L
0
m
o n -n oo
0 o
CL CD
N s o O
a Cj �
o
v O N -Lj0
z o = <D -�
o v o
'+
N N M.
— (D O
7 =3 `_ p
to 2 (D� -h
N o 2. m cn
Vi M d z ^0 C N
O e-F
Q
n 2) n
m o m O Cr :r
w 50 _ C
CD
N
�+ cD
v r'
m
N s a N N
• k � N
3 (D
o °v' N
o ? N
� -
O
D C m
n N rf
7 —h
0
c
o
o e c_
3 9 o X
I �P Dm
o
c V 0
'm o cn
a 0 a (CCD
D <�
3 e Q (D (D
`D � _v
O v,
N�
RO
EP
�n 0 o
C 'm
CD v n
CD _o
m}y N cn
O
N v 7�.
SU m
N
(D 0
Lo
O_ m
00
o °O
= o
o
U
F
N
m
CL
o L m m
�° N
U) m (6 C
N Mn
CL
L
U Q N 1 Q '..
v o N O
0 c o N
a� o ` 65
Q m o o
o co
N o d O L 0
�-a o
0
IL m a�oi ° a�
U) w E
(D - m W
(D a
W N
c a� a� -I a) N
3 )
w
c _ Q m
c _
Q� F Q N N
a.+ c M c co
° a> :tL, v o i
C
�
O
LL
0 Q o E
4— o p p a
A-0 a) °
C J J ❑
E
A, N L a)W ' V ❑ C
o =
Q
w
_0 e 12•� ai m m
°
a� a, °
E ° ate „
M ° Cl U)
-- cn C�
o 0 0- ° -O
0 -2 v 3 a -2 a
_�
cu 0) a�i o
.O > o W (n c > °
o
O
cu n
cu o L D L N
.� o
1 CL co
E 0 E C (D U O C
CD
E �@ N 7 E
L °
O o � c� J o w
a � U'
O *�'• 0 0
U U LL U C i L6
0
`o
0
0
m
® o n TI no
O
D N N a o 0 -S 3
Q o G �' D 0 3
o p � 0
z (� as _ (D cD 100 ,,
m
C � a v
�, N lD 3
< O o
N to 2 (D� '^
o O C CD
N. lD
a
S _
C
ao � � CO)
m
CL
m
a y
�
D
v� N
a
n x 1 N
N N
N
v�
'U .di
m C
7 0 P*
O
y �
o O
�M
cn �
m cn
0
'm
c N m 0 '^
° V/
�.
e CD
D
0 o m'
rr to
3 o 0
CD 0
� N
o y•
O y
cc
U)
co 0
0
� S.N O
O v
N n
m
N
m O
(D rr
cn ?
0 m
co
o a OD N o
� rn
o a`0
O 0
U
0 ry 0
CL C CL
w ° N y o
Q.
M m
m
N N N N CO
U)
t r m _0
co - - - - J o o
L
m O
axi 0 O z
N
C N
N
� N
N
V J to ND 5
A+ T (n
V.+r/ ca O
(n
cu =^ U
1 N N N N C
L L L t N E
O � C Q C Q C Q C N LL
''.
L O '
J
fu
N �
� E
W W cu L
a) 0
L CL
U)
V) cv o o m n
3 p � o Q
L 0 o Tu `
N C: E o
Q 0
y 0 o cu m o
-0 N (D •L ° N
N
O o E E E a� Z
N 0 C'.= N ° o E El•� cL
C -0 a) +. 0
d ,— 0 3 ° a 3 m `�- cu Y N cu
�? Or .� 3 z " O z � `oa } vi
r
L. o a) Q-aQi o a� o o Q
0 0 d L O 0 0 0 j CL Q m�ca
E L 0 El El Q ca
O y' O °
0 U LL W
,am�
L2
O
n
(D
G
.n -n n n
o O r+ O
o Z z � (n N Q (D — 0
CD e m a =' � v�, vN lD O
� . moo
o v �' O
CDf W A c m - is O 7
Nn n :3 v
O �' n o, N 1 O
� � = ,z ' m � � o v O cn
CL � �3 .�v `"� Q ° O Q
(D C co ' non O
mg 0) C -h
(D a1
(D _' v m a (J7 p)
m N p
`G 3 v ((D a O
m
cG o CD — O
cr
((D fl!
� o m s � cn F.I. .O+
=5 N W S (n cr
00 m �l Fn-,< V�
p Z, a (n
v O `ZCD
; a N
o -. ma m
o 3 � � : CA
D (n, 0O ((DD � j 3
o
oC ? � 3o CD
(n c am
N3
0 �" (n 6" G ..h
� O `G 0 O
Cn 3 "t
n p p`< (D 3
p o O 0 V 0. 7 = O
� N E
CD
N 1
(In -p ° o cn v (D o CO
G,
c v � d O *'
Er 0 cn
N 3 � : v
xv v
(D m m
CL E;
_v
0 0 � �
5 -' p
o m (D -' n y'
m ° v X N
(D Zr (D
v CL
(D (n (D -4
v o M a o
v a vXn
E a
• (D
C
v p cn
CD (� :3 :3 o
(7 =
M p 00 CD
00 a 3
°
0
OD
C
m
m
a
N
CL
N
0
m
m
3
� m
G
N O
O
A'6
N
N
N
Q
A3A _T
'W �
c + @
A, 3
W
c
1
OLL
L
0
N
d �
V � �
C a
N
� v
14- i L N
O r �_
c �
E o E
E L N
O 0 °
U U LL LL
p
0
0
E
Blackburn, Lisa
From: Isaac Rowe [irowe @millriverconsulting.com]
Seat: Monday, January 28, 2013 12:53 PM
To: 'Susan Sawyer(ssawyer @townofnorthandover.com)'; Blackburn, Lisa
Cc: 'Pam Lally'; irowe @millriverconsulting.com
Subject: 213 Carlton Lane
Attachments: 213 Carlton Lane -soil testing results 1-28-13.pdf
Susan/Lisa,
Attached are the soil testing results for the above referenced property. The soil was too saturated to perform a perc test
so Luke Roy took a soil sample for a sieve analysis.
Please let me know if you have any questions.
Thanks,
Isaac M. Rowe,R.S.
Project Manager
Mill River, Consulting
6 Sargent Street
RECEIVED
C)1
1
i II
JJ
d R C,
s.�a
'
�N
�08P B'o,��IP {
f
L
Blackburn, Lisp
From: Isaac Rowe [irowe @millriverconsulting.com]
Sent: Tuesday, January 15, 2013 8:41 AM
To: Blackburn, Lisa; 'Dan Ottenheimer'; 'Pam Lally'
Cc: irowe @millriverconsulting.com
Subject: RE: 213 Carlton Lane
Lisa,
We are scheduled for soil testing on Monday January 28th with Luke Roy.
Thanks,
Isaac M. Rowe, R.S.
Project Manager
Mill River Consulting
6 Sargent Street
Gloucester, MA 01930-2719
Phone, (978) 282-0014
Fax: (978) 282-1318
irowe@millrive,,rconsulitTiing.com
www,millriverconsultin,.com
-----Original Message-----
From: Blackburn, Lisa [m ilto:LBlackb rn townofnorthandover.com]
Sent: Friday, January 11, 2013 9:29 AM
To: ban Ottenheimer; Isaac Rowe; Pam Lally
Subject: 213 Carlton Lane
Good Morning,
Attached is the Application for Soil Tests signed by Heidi from Conservation. You can schedule
a soils test with the Engineer however please make sure Luke sees the attached email from
Heidi. If you have any questions please let me know as Susan isn't in today and I want to make
sure I'm doing this correctly.
Lisa Blackburn
Health Department
Town of North Andover
1600 Osgood Street
Suite 2035
North Andover, MA 01845
i
TOWN OF NORTH ANDOVER -0��
Office of COMMUNITY DEVELOPMENT AND SERVICE..;' 01
HEALTH DEPARTMENT I
1600 OSGOOD STREET; BUILDING 20; SUITE 2-36 dr
NORTH ANDOVER, MASSACHUSETTS 01845
Susan Y. Sawyer, REHS, RS 978.688.9540- Phone
Public Health Director 978.688.8476 FAX
hca ltli(tept(�i)townofiiortliandover corn
wwvv.toNvnafi)orthandover.com
APPLICATION FOR SOIL, TESTS
DATE: 2.?, �, ,.) .. , 10 '7 �� _0
MAP& PARCEL:
LOCATION OF SOIL TESTS: '' - Y t7 l 1 .0 fit F'
OWNER: _ v l,. (I �. '
-- ")- � lrtw iv, �' I q- (--.G101,)I�Y'_Contact#:
APPLICANT ....C/ 1 ' ---- ---- ( —
-- ( Contact#: - J ---
ADDRESS: Cel r J,, t e t,,
ENGINEER: vy V) {',e v ll��` . Contact#: `� � ,�-( ( � -- l r.� 12
CERTIFIED SOIL EVALUATOR: _ -. v K(7 / „ 4` 2-7 0
Intended Use of Land: Residential Subdivision 'Single Family Home Commercial
Is This: Repair Testing: Undeveloped Lot Testing, Upgrade for Addition:El
In the Lake Cochichewick Watershed? Yes No—
THE FOLLOWING MUST BE INCLUDED WITH THIS FORM
Proof of land ownership(Tax bill, or letter from owner permitting test)
8,5"x I1"Plol plait& Location of Testim,(please indicate test pit sites on the plait)
Fee of$425.00 per lot for new construction. This covers the minimum two deep holes and
two percolation tests required for each disposal area. Fee of$360.00 per lot for repair's or unrades.
GENERAL INFORMATION
` Only Certified Soil Evaluators may perform deep hole inspections.
Only Mass. Registered Sanitarians and Professional Engineers can design septic plans.
v At least two deep holes and two percolation tests are required for each septic system disposal area.
Repairs require at least two deep holes and at least one percolation test,at the discretion of the BOI-I
representative.
Full payment will be required for all additional tests within two weeks of testing.
Within 45 days of testing,a scaled plan ('no smaller-than 1"-100')shall be submitted to the Board of Health
showing the location of all tests(including aborted tests).
Within 60 days of testing soil evaluation forms shall be submitted.
Please Do Not Write Below This Line
N.A. Conservation Commission Aj)jvov/ Date:
4ignat//Pe of Cilaservrrhon Agent: _ ci
Dulc:buck to f/ealth Deparlmml: (slump irr):
I
1t X3.84, _ i
\ J E_-- 9Co
t
t,
/ �. M► NTH
MEG A or
e' So IL TEsr S, o�
> 106 FT. F ga"
ILr
LO--r 41
N , � 44,io 6 i 5.G.
L.o-r 40
r 44. i43 151`. E
Lo-r 3.9 \ \V.
w
N Z'S'
Z4al
t`
Gaffney, Heidi
From: Gaffney, Heidi
Sent: Thursday, January 10, 2013 12:38 PM
To: 'Iroy @ljrengineering.com'
Cc: Hughes, Jennifer
Subject: 213 Carlton Lane
Attachments: 20130109_145534.jpg; 20130109_145702.jpg
Hi Luke, I will sign off for test pits because it appears that the test pit locations will be more than 50' away from a
potential wetland. However, someone will need to take a look at the wooded area near the road, it has wetland
characteristics and there is a black corrugated pipe that goes under the driveway but I don't know where it goes. See
attached photos. The old filing(file#242-115) on this is not helpful at all other than the old subdivision plans show that
this area was wetland before the subdivision.
Heidi Gaffney
Conservation Field Inspector
Town of North Andover
1600 Osgood Street,Suite 2035
North Andover,MA 01845
Phone 978-688-9530
Fax 978-688-9542
Email hgffr< y townofnorthati(lover.con
Web www.l`owriofNort[iAndover.coni
A
1