HomeMy WebLinkAboutCorrespondence - 213 CARLTON LANE 6/4/2013 Blackburn, Lisa
From: Luke Roy <Iroy @Ijrengineering.com>
Sent: Tuesday, June 04, 2013 5:29 PM
To: Blackburn, Lisa
Cc: jim.kellettexcavating @comcast.net; Sawyer, Susan
Subject: RE: 213 Carlton
Attachments: 213CarltonConfirmatoryTestHole060413.pdf
Attached are the results of confirmatory test hole performed today at 213 Carlton Lane. Please let me know if anything
additional required. Thanks.
Luke J. Roy, P.E.
LJR Engineering, Inc.
234 Park Street
North Reading, MA 01864
978-664-8141
978-664-8142 fax
From: Blackburn, Lisa [ma i Ito:LBlackb urn 00townofnorthandover.com]
Sent: Wednesday, May 29, 2013 3:30 PM
To: 'Luke Roy'
Cc: jim.kellettexcavating(ecomcast.net; Sawyer, Susan
Subject: 213 Carlton
Good Afternoon Luke,
Jim Kellett has submitted a DWC for 213 Carlton. Per the BOH approval a soil test must be requested and
conducted before we can issue the permit to Jim. The cost will be $192.50. Please submit a check along with
the application and we will forward to Mill River to let them know to contact you.
Lisa Blackburn
Health Department
Town of North Andover
1600 Osgood Street,Suite 2035
North Andover, MA 01845
Phone 978-688-9540
Fax 978-688-8476
Email Iblackburn @townofnorthandover.com
Web www.TownofNorthAndover.com
Please note the Massachusetts Secretary of State's office has determined that most ernails to and from municipal offices and officials are public records For more
Information please refer to:htti)://www.sec.state.ma.us/pre/1)reidx.htm.
Please consider the environment before printing this email.
1
A i
V'
w Z L
°' m n
W
N QI
C V C N
ro m a oa
m m
�
v
�, 1 U) o
a a Q
m _ U) Y d m
C o
m
N J ❑ N
Q) O 9 UT)
co O L c N N U c
Q. y ° o o
I
W l6 C N
CL
a N
Fz O. o w a
3 � O m Jr Y
w El
CL
E N
Q
0 ro v
i
0
co
4"
co U -`0 C C
f1J o M O o
o z "0
ww �
`° 'CS
_ N o >
a - a
co
5
�9 S V } c
((j C 3 N C �{ a� o o
Z U �p C O
mCY)
o E LD ❑ O
�- > ° a> C
S 0 � w N c0 cu p
c C r (n O o a j io
C C C C
Q ` i O C J C7 J C CL _ C� W
`J 0 0 0
UUUL U �;
U
d � °
r
o m
a
m
c_ y
a0 N °
O ° Q
It
N'y
N
m
3 I �
° 0 >
� min p
� a
� c
^+ N N
E E ON �
3 2O N
T
.O
m d
@
U) o > D
V' O N`
U Uj
W —
U
YQ
c x_ �, o
O N— u u -�
L
r
c
d
C `
a
C m
LL
cn
C
tq M °'° v
C 1 E
W x
N � a w
r _ �
0,
S.D V z
__----_
r , I J��\...\..•l l •� , . \ f � J.;C_�.,,`�7c.3��'� � •:475."f36
03NOONV8V 38 01
01313 HOV31 3NO1S
.._�' � • `f' / ba' 1SIX3 JO 2130NIVW321
,CN ✓ C u
Lo
�6 NOLLVAVOX3
NIH11M 032131Nn0ON3
01313 HOV31 3N01S '1SIX3
i 0 ,yr�.sx �' / ��} 30 SN011210d ),NV 3AOW321
;:ts3
113N1'd -iov, Nn1f S2138WVWO 01V211
Vbvod A0 llWll 021V0NV1S onno
8 30 SMOLT 9
\1801 NOIL03dSNI y �
O LL'66X
Z�, iVn03 210 SlOn002id 'ONOO V3HS
;.� 'X08 'GWIS10 OZ—H nano 9
1
�C I ('dki) OAd
X.._66-- —
E L 6 T OtHOS .,V
0
.� ..... .- Vr6u;• 2131113 1N3n1��3
211td1d'.'.". v
f ' rbY HIM 'IVnO3 210 S1On0021d
5N1.01 2!01 . NOD V3HS �NVl OIld35 0
2J H1IV3H cLZ# 8 OOI= a 4 '" OIHiIIONOW 06—H 1D6009`l
NION3 NOIS30 Yg 'NO3 d01g s., ''X
13SS3N11M 38
'X021ddV SIHl NNV1 OLLd3S '1SIX3
.1V 38 IIVHS ON1711MCI 1 � l s 3AOW32i V dWnd
2101VW211dN00 '1SIX3 ` ° 213SR1 1N3A
lIH
— 11X3
30NN C1001t6
('NIW)98'L6—'ANT 1V 'NO3
— 01 213M3S ONIOIIne 2104
ts'ss .U1VSS303N SV ONIONnId
HO210d s L€`� ,�'
X1030 �� b IVN2131N1 3SIV2J/A3100W
o
z
6LI
Iu
r 60Z 3302ib'd VLOI ddW
� � esi ae 3NV� N0132JV0 9ZZ
"ti 6 '� d UG'8
�c _ 02138NM3 3NNV V 012!3
3/N
V321V 100d--\
m,
Blackburn, Lisa
From: Blackburn, Lisa
Sent: Tuesday, May 28, 2013 5:51 PM
To: 'jim.kellettexcavating @comcast.net'
Subject: RE: 213 carlton lane, 34 raleigh tavern lane permit apps.
Attachments: 213 Carlton Lane letter.pdf
Jim,
These applications weren't signed. Can you sign them then scan them to me? Also I've attached a letter for
213 Carlton. You might want to contact the engineer. There is a stipulation in the approval letter. You can
contact Luke Roy. It can't be started without getting the stipulation done. Contact Sue with any questions.
From: iim.kellettexcavatingCa)comcast.net [mailto:jim kellettexcavatingObcomcast.net]
Sent: Friday, May 24, 2013 9:53 AM
To: Blackburn, Lisa
Subject: 213 carlton lane , 34 raleigh tavern lane permit apps.
Hello Lisa
Day off ! Nice country huh!!
Attached are the apps for the septic systems @213 carlton and 34 raleigh tavern
Best,
Jim Kellett
Kellett Excavating, LLC
781-599-7934 (office)
781-953-7146 (cell)
781-595-3330 (fax)
ENGINEERED PLANS
SEPTIC SYSTEMS installed/Repaired
TITLE V INSPECTIONS
SEWERNMATER LINES
HOUSE SITE WORK
DRAINAGE SYSTEMS
RETAINING WALLS
10 WHEELER DELIVERIES
ALL JOBS COMPLETED FROM
START TO FINISH
Call Jim 781-953-7146
Licensed, Bonded & Insured
i
Blackburn, Lisa
From: Sawyer, Susan
Sent: Tuesday, May 28, 2013 6:02 PM
To: Dan Ottenheimer (dano @millriverconsulting.com)
Cc: Blackburn, Lisa;Isaac Rowe <irowe @millriverconsulting.com>
(irowe @millriverconsulting.com)
Subject: 213 Carlton
Attachments: 213 Carlton Ln app 3.5.13.doc
Hi Dan,
Thanks for Friday!
For this property,the board was generous to Luke about the approval letter.
We will need to do a soil test prior to installation etc. Pls see the approval letter for details.
The cost is on them. Can you tell me what the charge will be?
I do not know when this will happen, but Kellett is trying to pull the permit; so I would say pretty soon. Maybe there is
one to piggy back on to save a trip.
Thx
Susan
Susan Sawyer
Public Health Director
Town of North Andover
1600 Osgood Street
Suite 2035
North Andover,MA 01845
Phone 978.688.9540
Fax 978.688.8476
Email mailto:ssawyer@townofnorthandover.com
Web www.TownofNorthAndover.com
Please note the Massachusetts Secretary of State's office has determined that most emails to and from municipal offices and officials are public records.For more
information please refer to:hftp://www.sec.state.ma.us/pre/preidx.htm.
Please consider the environment before printing this email.
1
it
5
North Andover Health Department
(ommunity Development Division
March 5, 2013
David and Pamela Fowler
213 Carlton Lane
North Andover, MA 01845
Subsurface Sewage Disposal System Plan for 213 Carlton Lane,North Andover, Massachusetts
Map 107A Lot 208
Dear Mr. and Mrs. Fowler,
The North Andover Board of Health has completed the review of the septic system design plans for
the above referenced property, submitted on your behalf by LJR Engineering, Inc, dated February 7,
2013, last revised on February 25, 2013 and received March 1, 2013. The design has been approved
for use in the construction of a replacement onsite septic system for a 4-bedroom (max 9-room)
home. This plan is generally good for 3 years from the date of approval, however as this is for a
repair system,this plan is reduced to 2 years.
During this time, a licensed septic system installer must obtain a permit and complete this work, and
a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover.
In the event an imminent health problem such as sewage backup into the dwelling is occurring,the
North Andover Board of Health may reduce the time period for which this plan is valid.
At a regularly scheduled meeting of the Board of Health held on February 28, 2013, the following
was approved:
A local variance has been approved to reduce the setback distance of the soil absorption system to a
wetland resource area from 100 feet to 50 feet.
The following local upgrades have been approved.
To reduce the required separation between the bottom of the soil absorption system and the high
groundwater elevation from 4 feet to 3 feet
1. To allow for a sieve analysis to be performed on the soil, because a percolation test was
unable to be conducted at time of testing.
,4'a�e T of 2
North Andover Health 1..7e1
7artinent, 1 600 Osgood. Street, Suite 2035,
North Andover, K4A 01845 Phone: 978.688.9540 Fax:: 1d 18.E>88 476
213 C'ar tmi Lane Marcl) 5, 2013
2. To allow the use of a single deep hole in the leaching area rather than the two required.
NOTE: At the time of this approval, there are no soil tests shown within the area. The board
allowed a confirmation soil test within the soil absorption system to be conducted prior to
the system installation to ensure the system was designed properly. This approval is specific
to this site due to the board members determination that the condition of system, in active
failure, was a threat to the safety of the occupants and that strict enforcement of this
provision would only delay the remedy of the conditions. Stipulations of approval are as
follows.
a. Soil evaluation forms for the test hole shall be submitted with in 24 hours of the test
b. The test hole shall be witnessed by the BOH representative and additional fees shall
be paid by the applicant. Cost to be determined.
c. A percolation test shall be required if unsaturated soil conditions exist or a sieve
analysis shall be required if the soil conditions differ from TP-1 and TP-2
d. If soil conditions in the confirmatory test hole differ from TP-1 and TP-2 and would
alter the design of the soil absorption system. Then the designer shall submit a
revised plan to the IIealth Dept prior to installation.
This approval is also subject to the following conditions:
1. Please keep the attached DEP Form 9b for your records
2. If site conditions are found in the field to be different from those indicated on the design
plan and/or soil evaluation,the originally issued Disposal System Construction
Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal
Systems Construction Permit(3 10 CMR 15.020(1)).
3. It is the responsibility of the applicant and/or the applicant's septic system designer,
septic system installer or other representative to ensure that all other state and municipal
requirements are met. These may include review by the Conservation Commission,
Zoning Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical
Inspector. The issuance of a Disposal System Construction.Permit shall not construe
and/or imply compliance with any of the aforementioned requirements.
Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated.
The Health Department may be reached at 978-688-9540 with any questions you might have.
Smc y,
u wy san Y. S , REHS/RS
Public Health Director
cc: LJR Engineering
Form 9b
file
Page 2 of 2
Noi h Atidov i- I leal1h 1600 Osgood Stl°ect, ` Uite 2035,
1` orth Andover, MA 01845 11hone: 978.688.9540 I,a-x: 918.688.8476
Commonwealth of Massachusetts
--
City/Town of North Andover
Local Upgrade Y
Approval
Fora
c�
,A
DEP has provided this form for use by local Boards of Health if they choose to do so.
The Local Upgrade Approval is to be completed by the local Board of Health and a signed copy provided
to the system owner.
A. Facility Information
Important:When
filling out forms 1. Facility Name and Address
on the computer,
use only the tab David and Pa_mela Fowler
key to move your Name
cursor-do not 213 Carlton Lane
use the return
key. Street Address
North Andover MA 01845
rab City/Town --- - - — State - Zip Code
2. Owner Name and Address (if different from above):
Name Street Address
City/Town State
Zip Code Telephone Number
3. Type of Facility (check all that apply):
® Residential ❑ Institutional ❑ Commercial ❑ School
4. Design flow per 310 CMR 15.203: 440
gpd
5. System Designer: Luke R� ® PE ❑ RS
y g Name
234 Park Street North Reading_ _ _ MA 01864_ _
Address City/Town State,ZIP
B. Approval
1. Local Upgrade Approval is granted for:
❑ Reduction in setback(s)—specify:
❑ Reduction in SAS area of up to 25%:
SAS size,sq.ft. %reduction
213 Carlton Ln 9b 3 5 13•rev.7/06 Local Upgrade Approval* Page 1 of 2
Commonwealth of Massachusetts
F
City/Town of North Andover
Local Upgrade Approval
Form 9
B. Approval (continued)
® Reduction in separation between the SAS and high groundwater:
Separation reduction 1
ft.
Percolation rate min./inch
Depth to groundwater 3
ft.
❑ Relocation of water supply well (explain):
❑ Reduction of 12-inch separation between inlet and outlet tees and high groundwater
® Use of only one deep hole in proposed disposal area
® Use of a sieve analysis as a substitute for a perc test
List local variances granted not requiring DEP approval per 310 CMR 15.412(4):
reduction to reduce the setback from a leach field from a wetland from 100 feet to 50 feet
List variances granted requiring DEP approval:
N. Andover Health Dept
Approving Authority
Susan Sawyer March 5, 2013
Print or Type Name and Title gnature Date
213 Carlton Ln 9b 3 5 13•rev.7/06 Local Upgrade Approval* Page 2 of 2
W 161 F1.11,011110 `Cap R-111
y i
f�bV f&1
OF It rF'[I-t A EDCAIIE:.fl
Commonwealth of Massachusetts
9
City/Town of
�L For Application for Local Upgrade r v l
DEP has provided this form for use by local Boards of Health. Other forms may be used, but the
information must be substantially the same as that provided here. Before using this form, check with your
local Board of Health to determine the form they use.
Form 9A is to be submitted to the Local Board of Health for the upgrade of a failed or nonconforming
septic system with a design flow of less than 10,000 gpd, where full compliance, as defined in 310 CMR
15.404(1), is not feasible.
System upgrades that cannot be performed in accordance with 310 CMR 15.404 and 15.405, or in full
compliance with the requirements of 310 CMR 15.000, require a variance pursuant to 310 CMR 15.410
through 15.415.
NOTE: Local upgrade approval shall not be granted for an upgrade proposal that includes the addition of
a new design flow to a cesspool or privy, or the addition of a new design flow above the existing approved
capacity of an on-site system constructed in accordance with either the 1978 Code or 310 CMR 15.000.
A. Facility Information
Important:
When filling out 1. Facility Name and Address:
forms on the
computer,use 0-V 14 e ?O M-e'( ot I
only the tab key Name
to move your ( r Vt
cursor-do not Street Address
use the return �p 6 r lA P C
key. I �it` 1�yt dV�i`f , I !�
--- - -- -------- -------
City/Town State Zip Code
r2
2. Owner Name and Address(if different from above):
b. — - -- --------
Name Street Address
-- -- -------- -----
Ciiy/Town State
Zip Code Telephone Number
3. Type of Facility(check all that apply):
Residential ❑ Institutional ❑ Commercial ❑ School
4. Describe Facility:
5. Type of Existing System:
❑ Privy ❑ Cesspool(s) [V Conventional ❑ Other(describe below):
6. Type of soil absorption system (trenches, chambers, leach field, pits, etc):
t5form9a.doc•rev.7/06 Application for Local Upgrade Approval* Page 1 of 4
Commonwealth of Massachusetts
City/Town of
Form 9A - Application for Local Upgrade Approval
a °F DEP has provided this form for use by local Boards of Health. Other forms may be used, but the
information must be substantially the same as that provided here. Before using this form, check with your
local Board of Health to determine the form they use.
A. Facility Information (continued)
7. Design Flow per 310 CMR 15.203:
Design flow of existing system: gpd
Design flow of proposed upgraded system g
9pd� �y
Design flow of facility: g
B. Proposed Upgrade of System
1. Proposed upgrade is(check one):
[+� Voluntary ❑ Required by order, letter, etc. (attach copy)
❑ Required following inspection pursuant to 310 CMR 15.301: date of inspection
2. Describe the proposed upgrade to the system:
IA sI-attahioV1 of rtrw l,Syo wt sctof t, fbL l,,k 0,"
[.l9 ►�S 4-rC/L� 'Uv� of S P'�S e�o v.s i S ��`�!� o f A D
3. Local Upgrade Approval is requested for(check all that apply):
❑ Reduction in setback(s)—describe reductions:
❑ Reduction in SAS area of up to 25%: SAS size,sq.ft. %reduction
[4 Reduction in separation between the SAS and high groundwater:
t
Separation reduction ft
Percolation rate N o e,re,
min./inch
Depth to groundwater ft 3
t5form9a.doc•rev.7/06 Application for Local Upgrade Approval* Page 2 of 4
Commonwealth of Massachusetts
City/Town of
Form 9A - Application for Local Upgrade Approval
DEP has provided this form for use by local Boards of Health. Other forms may be used, but the
information must be substantially the same as that provided here. Before using this form, check with your
local Board of Health to determine the form they use.
B. Proposed Upgrade of System (continued)
❑ Relocation of water supply well (explain):
❑ Reduction of 12-inch separation between inlet and outlet tees and high groundwater
dUse of only one deep hole in proposed disposal area
EV Use of a sieve analysis as a substitute for a perc test
❑ Other requirements of 310 CMR 15.000 that cannot be met—describe and specify sections of the
Code:
If the proposed upgrade involves a reduction in the required separation between the bottom of the soil
absorption system and the high groundwater elevation, an Approved Soil Evaluator must determine the
high groundwater elevation pursuant to 310 CMR 15.405(1)(h)(1). The soil evaluator must be a
member or agent of the local approving authority.
High groundwater evaluation determined
LVKe 7, RtV � , ? -1 lZa l % 3
Evaluator's Name(type or print) Signature Date of evaluation
C. Explanation
Explain why full compliance, as defined in 310 CMR 15.404(1), is not feasible. (Each section must be
completed)
1. An upgraded system in full compliance with 310 CMR 15.000 is not feasible:
ro w Ov V— W►hi*i�, cx t's t'to q S (.dN4 s ¢�a�`✓<t s - k ov�e ,
l%-VA� , ►lu-i-cr bt"- O-Kd fiu u l aw
y�u.�,`►-y s,�s ,I-c-vN a�d t t`�t`�- wt.w w ►tig o � � u-r
2. An alternative system approved pursuant to 310 CMR 15.283 to 15.288 is not feasible:
ro ip�o e,.G d
Q I ►v"✓ //4' SUS �'�^ S CL ee 0 0 ( �n ro,, t G It t I V '�GVS 16r U
t5form9a.doc•rev.7/06 / Application for Local Upgrade Approval, Page 3 of 4
IN, a gp* y
nu 1" Xn W�artyy,y/.Fe'wn of
¢i
�. s provided his fonrr for use y too of Health, r forms may be used, the
�:i�has t b local Boards e;a~altit, tine �y � w�: but
4
information rrrust be substantially the Sartre as that provided hero. Before using this fonrr,check with your
local Hoard of Flealtla to determine tire form they use.
3, A shared srystern is riot feasible:
4, Connection to a public sewer is not feasible:
tl "t,W—&v
5, Ilk tre Application for Local Upgrade Approval must be accompanied by all of the following(check the
appropriate boxes):
application for Disposal Systern Construction Permit
Complete plans and specificationsa
site evaluation forms
[,W A lint of abutters affected by reduced setbacks to private vaster Supply WEAS or property lines.
Provide proof that affected abutters have been notified pursuant to 310 CMR 1 .40 ( ).
�...�
Other(List).
D. Certification
1,the facility owner, certify under penalty of lave that this document and all attachments,to the best of my
knowledge and belief,are true,accurate,and completes, I am aware that there may be significant
consequences for submitting false information, including, but not lirnited to,penalties or fine and/or
irnprison ent for delill rate violations."
Y ¢!rrrr
DA(l
r-Irini N r� ,r .
_..e. .. .._.._.. __._._._... ° ____ ..,..._ , . .. . _.__,_...
rWarrraa rrP r rc frtrrear Date o
`rata/ Ir'codoa rerlrarrrrurraa
s rformga,doc-rev.7/06 Application for r.aacsal Upgrade Approval,Pap 4 of 4
Blackburn, Lisa
From: Sawyer, Susan
Sent: Tuesday, February 26, 2013 4:02 PM
To: 'Troy @ljrengineering.com'
Cc: Blackburn, Lisa
Subject: 213 Carlton Lane
Attachments: 20130226152330458.pdf
Luke,
Please find attached disapproval letter for 213 Carlton Lane.
Please be advised that you are scheduled to be on the BOH meeting scheduled for this Thursday
evening; 120 Main Street, second floor at 7PM.
I will have your plans with me. If you have changed them in time, please bring at least 3
copies.
If the board approves your request regarding the soil testing I will be recommending these
items be considered for a condition of approval. It is ultimately the Board's decision
however.
Thank you
Susan
1. Soil evaluation forms for the test hole shall be submitted with the as-built plan
2. The test hole shall be witnessed by the BOH representative and additional fees shall
be paid by the applicant. Cost to be determined.
3. A percolation test shall be required if unsaturated soil conditions exist or a sieve
analysis shall be required if the soil conditions differ from TP-1 and TP-2
4. If soil conditions in the confirmatory test hole differ from TP-1 and TP-2 and would
alter the design of the soil absorption system. Then the designer shall submit a revised plan
to the Health Dept prior to installation.
Please note the Massachusetts Secretary of State's office has determined that most emails to
and from municipal offices and officials are public records. For more information please
refer to: http://www.sec.state.ma.us/pre/preidx.htm.
Please consider the environment before printing this email.
1
Blackburn, Lisa
From: Isaac Rowe [irowe @millriverconsulting.com]
Sent: Monday, February 25, 2013 10:11 AM
To: Blackburn, Lisa
Cc: Sawyer, Susan; 'Dan Ottenheimer'; 'Pam Lally'; 'Isaac Rowe'
Subject: RE: 213 Carlton Lane septic replacement
Attachments: 213 Carlton Lane - Disapproval Letter 2-25-13.doc
Susan,
Please find attached the plan review for the above referenced property. There a just a few minor edits with the design
plan.
The bigger question is how the BOH/Health Dept wants to handle the LUA request for the test holes. As I noted in the
letter, technically a variance from Title 5 is needed with no test holes proposed but it appears to be the understanding that
a confirmatory test hole will be conducted during construction and prior to SAS installation. If this is the way the BOH
votes to approve then I would recommend the following conditions of approval:
1. Soil evaluation forms for the test hole shall be submitted with the as-built plan
2. The test hole shall be witnessed by the BOH representative and additional fees shall be paid by the applicant(if
required)
3. A percolation test shall be required if unsaturated soil conditions exist or a sieve analysis shall be required if the
soil conditions differ from TP-1 and TP-2
4. If soil conditions in the confirmatory test hole differ from TP-1 and TP-2 and would alter the design of the soil
absorption system. Then the designer shall submit a revised plan to the Health Dept prior to installation.
Please call to review if you have any questions.
Thanks,
Isaac M. Rowe,R.S.
Project Manager
MM River Consulting
6 Sargent Street
i
Gloucester, MA 01930-7719
Phone: (978)282-0014
Fax: (978)282-1.318
irowe et)rI1illriv rconsulti!1g.mc e rrs
ww.rrnil[rive rconSU ti Ic w_COM
From: Blackburn, Lisa [mailto:LBlackburn @townofnorthandover.com]
Sent: Wednesday, February 20, 2013 1:31 PM
To: 'Isaac Rowe'
Cc: Sawyer, Susan; Dan Ottenheimer; Pam Lally
Subject: RE: 213 Carlton Lane septic replacement
p" l q
I ant putting in lhc mail a copy of the plait along with accommodating paperwork t'or 213 f'urlton Lane,
Lisa Blackburn
Health Department
Town of North Andover
1600 Osgood Street
Suite 2035
North Andover,MA 01845
Phone 978.688.9540
Fax 978.688-8476
Email Vk V,.( burn o tcs�,nofG�rorthandover,rur�n
Web www.TownofNorthAnd(,)ver coni
From: Isaac Rowe [mailto:irowe @millriverconsulting.com]
Sent: Wednesday, February 20, 2013 12:12 PM
To: Sawyer, Susan
Cc: 'Dan Ottenheimer'; Blackburn, Lisa; 'Isaac Rowe'
Subject: RE: 213 Carlton Lane septic replacement
I am sure we can make time to review the plan ASAP.
Thanks,
Isaac M.Rowe,R.S.
Project Manager
Mill liver Consuffing
6 Sargent Street
2
(}loocostcr, MA 01930-2719
Phone: (g70)282-O0l4
Fax: (978)202'|]l8
From: S8wy8r, SUS@O �
Sent: Wednesday, February 20, 2013 11:19 AM
. �
�
To: 'Isaac Rowe'
Cc: 'Dan Ottenheimer'; Blackburn, Lisa �
Subject: RE: 213 Carlton Lane septic replacement
Luke has told me the systein has backed up into the house and the owners are pumping and desperate to get this
approved, but > also informed Luke that Isaac will need time ta look at the plan. Luke says it should comeim today. VVe
will send |i right Out.
Hopefully, YOU all aren't on vacation and YOU feel generous with your dme.
As you know rny board is very concerned for horneowners in trouble so they wont want to put this off until March, but
first .vve1| see ifitcomes in. |
/
|
From: Isaac Rowe �11-111-
Sent: Tuesday, February 19, 2013 11:32 AM
To: Sawyer, Susan
Cc: 'DanOUenheimer''' ' 'Blackburn, Lisa; 'Isaac Rowe'
Subject: RE: 213 Carlton Lane septic replacement
Susan.
Not seeing a sketch plan it is tough to say. If he is proposing no test pits in the new SAS area then technically it is
variance from Title 5 and NOT a LUA request. The LUA section states"at least one deep hole has been performed in the
proposed disposal anam" I guess it would be up to the BOH if they want to look at this as a LUA request considering the
situation,
I do not anticipate the soils being very different from our test pits if the new SAS ia proposed between the house and test
pits conducted. | would be comfortable doing deep holes during construction if that is a condition of approval by the BC)H.
We would charge additional time for this soil test/inspection and this should be relayed to the designer/owner. �
�
Call with any questions. �
Thanks, |
Isaac M. Rowe,l�S.
Prqject Manager
Mill River Clammmltkng
6 Sargent Street
0°
4
North Andover health Department
Community Development Division
February 25, 2013
Luke Roy,P.E.
O'Neill Associates
234 Park Street
North Reading,MA 01864
Ile: Subsurface Sewage Disposal System Plan for 213 Carlton Dane,Map 107A,Lot 208
Dear Mr. Roy:
The proposed wastewater system design plan for the above site dated February 7,2013 and received on
February 20, 2013 has been reviewed. Unfortunately,the plan cannot be approved until the following
items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is
not met by this design follows each item.
1. Please submit the signed Form 9A—Local Upgrade Approval request form prior to the Board of
Health public hearing.
2. Since there were no test pits performed in the proposed soil absorption system area this would
require a variance from 310 CMR 15.102. However, it is understood that the request is to
conduct a confirmation test hole in the proposed soil absorption system area during construction
and prior to the soil absorption system installation. This request is being filed under a Local
Upgrade Approval request in accordance with 310 CMR 15.405(1)(k). Please modify the note on
the site plan regarding this request,to include the test hole shall be witnessed by the Board of
Health representative as well as the design engineer.
3. Please indicate if the proposed septic tank is an H.10 or H-20 loading tank.
4. On the site plan,please show the location of the proposed vent.
5. On the profile view,please indicate which soil layers are proposed to be removed.
Please feel free to contact the office with any questions you may have. We look forward to working with
you to obtain a wastewater treatment and dispersal system which will be in compliance with all
regulations and assure protection of public health and the environment of North Andover.
Since ply
S san Y. Saw r, RED
Public Heal Direct
cc: David&Pamela Fowler
File
Page 1 of 1
North Andover 1 t Department,
l Clsgrcc Street, Suite 2035,
Nortl / rcov�,r, V � ( 18� l �c r�
978,688,9540 Fax: 978.688.8476
Blackburn, Lisa
From: Blackburn, Lisa
Sent: Wednesday, February 20, 2013 1:31 PM
To: 'Isaac Rowe'
Cc: Sawyer, Susan; Dan Ottenheimer; Pam Lally
Subject: RE: 213 Carlton Lane septic replacement
FYI,
I am putting in the mail a copy of the plan along with accommodating paperwork for 213 Carlton Lane.
Lisa Blackburn
Health Department
Town of North Andover
1600 Osgood Street
Suite 2035
North Andover,MA 01845
Phone 978.688.9540
Fax 978.688-8476
Email Iblackburn(@townofnorthandover.com
Web www.TownofNorthAndover.com
From: Isaac Rowe [ma i Ito:irowe @milIriverconsulting.com]
Sent: Wednesday, February 20, 2013 12:12 PM
To: Sawyer, Susan
Cc: 'Dan Ottenheimer'; Blackburn, Lisa; 'Isaac Rowe'
Subject: RE: 213 Carlton Lane septic replacement
I am sure we can make time to review the plan ASAP.
Thanks,
Isaac M. Rowe,R.S.
Noject Manage-
Mill River Consulting
6 Sargent Street
1
G|ouoeoter, MA 01930-2719
Phone: (978)282-OO|4
Fax: (97X)282-|318
From: Sawyer, Susan
Sent: Tuesday, February 19, 2013 9:44 AM
To: 'Isaac Rowe'
Cc: 'DanDUenheiOoer'; Blackburn, Lisa �
�
Subject: FVV: 213 Carlton Lane septic replacement �
Hi Isaac,
Don't worry you aren't missing anything. These variance requests came in before the plan submission. Today was our
agenda cut off for the Feb. meeting. The plans are forthcoming,
�
Anyway, | understandfn3m Luke that the location that was tested is not the best p|ace, it is too close to the wetland.
Hence, no testing has been done in the area that the repair will be located. It is next tothe house in the front yard, |
Normally, 1 xvom|d have them do more testing to get at least l in the field, however if you agree with Luke that it is not
good to disturb the area before the building and that it is more than likely not worse soils near the home; i can aU0vv
confirmatory holes during installation, |
Not my first choice, but in the interest of causing a disturbance to the existing system, | will approve it if you also feel the �
same way. �
Thanks
Susan
From: Luke Roy l
Sent: Friday, February 15, 3O13 1:52 PM
To: Sawyer, Susan
Subject: 213 Carlton Lane septic replacement
Hi Susan,
Attached is variance request letter for 213 Carlton Ln., as discussed for the Feb. 28 th meeting. �
Please nobs. | also included a variance io water table which may be necessary. | included request for alternate to �
percolation and also for less than two deep holes in the area...just in case we are only able bodo one confirmatory test. �
FYI, I already have the textural analysis back and it is favorable— loamy sand (Type 1) �
Please let me know if you need anything else. | will submit plan ae soon anpoaaib|e...middle next week ifoh?Thanks.
Luke
Luke J. Roy, P.E.
LJR Engineering, Inc.
234 Park Street
North Reading, MA0Y804
978'664-8141 �
978-664-8142 fax