HomeMy WebLinkAboutCorrespondence - 45 BEECHWOOD DRIVE 5/9/2016 • .
North Andover Health Department
Community and Economic Development Division
May 9, 2016
Albacado Limited Partnership
P.O. Box 334
North Andover, MA 01845
Re: 45 Beechwood Drive (Map 34, Lot 51)
To Whom It May Concern:
The proposed wastewater system design plan for the above site dated April 12, 2016 with a final
revision date of April 28, 2016 and received on May 2, 2016 has been approved.
The design plan has been approved for use in the construction of a new on-site septic system for
an industrial building without a cafeteria utilizing a gravity leach field system. This design plan
approval is valid until May 9, 2018.
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.
This approval is also subject to the following conditions:
1. 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(l)).
Page 1 of 2
North Andover Health Department, 1600 Osgood Street, Suite 2035
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688,8476
45 Beechwood Drive May 9, 2016
2. 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.
3. A test pit shall be conducted on the northern side of the proposed leach field at the
time of construction to confirm the soil conditions are consistent with the soil test pit
data from 1996.
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.
Sincerely,
B lan J. LaGrasse, CEHT
hector of Public Health
Encl. Installers list
cc: Philip Christiansen, P.E.
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North Andover Health Department, 1600 Osgood Street, Suite 2035,
North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476
8/512016 Town of North Andover Mail-45 Beechwood Drive
Massachus�its Brian LaGrasse <blagrasse @northandoverma.gov>
45 Beechwood Drive
1 message
Dan O'Connell <dano @csi-engr.com> Wed, Aug 3, 2016 at 11:24 AM
To: Brian LaGrasse <blagrasse @northandoverma.gov>
Cc: Phil Christiansen <phil @csi-engr.com>
Hi Brian, Rob Daigle brought in a sample of a geotextile fabric he would like to use in place of the 2" layer of peastone
over the top of the leaching field. As the use of geotextile fabric is allowed under 15.247(b)we find the geotextile fabric
acceptable pending your approval. Rob is going to bring you a sample of the material.
Let me know if you have any questions.
Best regards,
Daniel J. O'Connell, P.E.
CHRISTIANSEN &SERGI, INC.
PROFESSIONAL ENGINEERS AND LAND SURVEYORS
160 Summer Street
Haverhill, MA 01830
Tel. 978-373-0310
Fax 978-372-3960
E-mail: dano .csi-en rc cam
www.csi-engr.cor'n
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https:/I mail.goc)gle.com/mai I/ca/u/o/?ui=2&ik=2c94973612&view=pt&search=i nbox&th=1565101 fbdf06ff6&si m l=1565101fbdf06ff6 1/1
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Dayton Sand &Gravel Co., Inc.
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928 Goodwins Mills Road,Dayton,Maine 04005.7352
1-800-339.2700 or 1-Z07.499-2306 F=I-Z07.499-7102
Project: Bentley Warren Date: Monday,July 18,2016
Customer: Bentley Warren Tested By: M.Stone&D.McKenzie
Material Source: Dayton Sant]&Gravel Co.,Inc. Material Description: Washed Sand
Material location: Stockpile Specification: C33(Ell)Fine Aggregate(Modified)
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ISTIANSEN & SERGIY INCw
CHR ENGINEERS AND I-AND SURVEYORS
,;SIONAL E -111t, MA 01830 -3960
PROM STREET HAVEFO (ax978-172
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April 28,2016
Michele Grant
Health inspector
North Andover Health Dept.
1600 Osgood Street, Suite 2035
North Andover, MA 01845 pair plan for 45 Beachwood Drive
Re'. subsurface sewage Disposal System Re
(Map 34,Lot 51)
Dear Ms. Grant* nts To facilitate the review of this
,s,vour 4125/2016 comme , each comment in blue
We have revised the plan to address . , and our responses follow
on we have reproduced Your comments
information
italics. A Local upgrade Approval is required for only one test p�jt within the proposed system area
(310 cMR 15.405(k)). his repair system design, A
focal upgrade Approval is required for t rile tests Pits
we disagree that the L , - yStern desigil plarr, and reserve
for the 1996 septic s ,
to f the site where the Pri'llary
test pits were perfOrrned I were consistent
total of rids thr,oughoUt the area 0 per inch W
indk,'pled stratified Sal '6't restilts of less than 2 roll I 'File perc tp-, files. Then Health Director Sandy Starr
areas Were
pro used. j the pro j,,jry and reserve
c at would be expected give' 'is in the porr ,
with what erizod the so , the sarne location
�ned that these tests adequatelY char�lct osed repair r,systern ties to
detoor►i for the currentlY Prop that system designs include a
'6 leaching area 91 of the
areas. e 1996 plan, Title 5 reqtjll The a
.pprov,
as tile, reserve area show') on th the prinlary soil absorption systerr), V(,
and reserve areas, and
reserve area sufficient to replace, of the there proposed primary
1996 plait contialls th(�,,,,ideqtfacY for the current repair design.
therefore that testing is adequate results for TP 96-3,the CZ horizon is unsuitable and must
-ding to the soil evaluation re in the profile views and indicated on the
2. According
clearly shown
be removed. This needs to be
design plan. 11 encountered ill
se "including the C2 horl-Ic Site plan, cross-
�he plan to include the phrase We have revised the I of unsuitable soils on the , ,howing the
to the rernOva revisers the line s
pit 96-3"to the reference W(.-have )ISO re views to
Test file views of file systetn� soils Oil the CrOss-'Sect'On and Profile v
Section' and FYO S'of rernovOt of unsuitable 2 horizon,
appf�ox pate limit , the
if reflect the 3400t+/-depth Of , uosuitable C
lylore, properly
April 28,2016
i trust that this response and the revisions made to the plan fully address all of your comments.
Please contact me if you have any questions.
Very truly y urs,
;" .2en S c.
tia nsen
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• Page 2
No. THE COMMONWEALTH OF MASSACHUSETTS )~EE
BOARD OF HEALTH
d a OF --
APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct ( ) Repair ( pgrade ( } Abandon ( ) - ❑Complete System ndividual Components
jQ5 A CA-1)e) g 4 - P,
�Q TJL1jL 3 `jj IV wner�sNL,fi, t U 7�
Mapwarcel N Address
Lot N j� [ Telephone#
�. V t S 1 LGP�i 1S Ph! / J Ai10 i'1 c_
Installer's Name Der sDame
IS-0 d
Address � ddress
q7,� -373 -63 ,
Telephone N Telephone ti
Type of Building: Lot Size _D,
Dwelling—No.of Bedrooms Garbage Grinder ( )
Other—Type of Building eL2 n►Xe Grt _No.of persons /00!W Showers ( ), Cafeteria ( }
Other fixtures F re LA
Design Flow(min.required) ISr� gpd Calculated design flow gpd Design flow provided / pd
Plan: Date umber of sheets Revision Date
Title 4 ri-i all
Description of Soil(s) 541h664 M –C
Soil Evaluator Form No. rU 2J Name of Soil Evaluator Date of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS C'LC ,C "
Red lie_...tea 1A Relli
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of
TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed Date
Inspections
FORM i - APPLICATION FOR DSCP DEP APPROVED FORM 5/96
No. THE COMMONWEALTH OF MASSACHUSETTS Fun
BOARD OF HEALTH
CERTIFICATE OF COMPLIANCE
Description of Work: E] Individual Component(s) ❑Complete System
The undersigned hereby certify that the Sewage Disposal System;Constructed( ),Repaired( j,Upgraded( ),Abandoned( }
by:
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 dated Approved Design Flow (gpd)
Installer
d
Designer: Inspector Date
9
The issuance of this certificate shall not be construed as a guarantee that the system will function as designed.
FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96
I
412$12016 Town of North Andover Mail-Fwd;Message from"ComDev-Health-Ricoh"
Massa ahu4 s Michele Grant <mgrant @northandoverma.gov>
Fwd: Message from "ComDev-Health-Ricoh"
1 message
Michele Grant<mgrant @northandoverma.gov> Wed, Apr 27, 2016 at 3:28 PM
To: phil @csi-engr.com
Michele E. Grant
Public Health Agent
Town of North Andover
1600 Osgood St I Suite 2035
North Andover, MA 01845
Phone 078.688.0540
Fax 978.688.8476
Email rngi,ant@northandoverma.gov
Web www.NorthAndoverma.gov
--------- Forwarded message ----------
From: Michele Grant <rngi°ant @nortliandoverma.gov>
Date: Wed, Apr 27, 2016 at 3:01 PM
Subject: Fwd: Message from "ComDev-Health-Ricoh"
To: phil @csi-engineerirrg.com
Cc: Brian LaGrasse <blagrasse @r,lortharldoverma.gov>, Lisa Hadge <Iliadge @riortharidoverma.gov>
Hi Phil,
Attached, please find 45 Beechwood Drive (Map 34, Lot 51)disapproval letter.
Please call with any questions you may have.
Best Regards
Michele E. Grant
Public Health Agent
Town of North Andover
1600 Osgood St I Suite 2035
North Andover, MA 01845
Phone 978.688.9540
Fax 978.688.8476
Email mgrant @nortfiandoverma.gov
Web www.NorthAndoverma.gov
hftps://mail.googl e.com/ma6llca/u/0/?ui=2&i k=d4458df3dg&view=pt&search=sent&th=154593la9O49edb7&si m l=154593la9049edb7 1/2
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North Andover Health Department
Community and Economic Development Division
April 25,2016
Philip Christiansen,P.E.
Christiansen and Sergi,Inc.
160 Summer Street
Haverhill,MA 01830
Re:45 Beechwood Drive(Map 34,Lot 51)
Dear Mr.Christiansen,
The proposed wastewater system design plan for the above site dated April 12,2016 and received on April 20,
2016 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 where applicable.
1. A Local Upgrade Approval is required for only one test pit within the proposed system area(3 10 CMR
15,405(k)).
2. According to the soil evaluation results far TP 96-3,the C2 horizon is unsuitable and must be removed.
This needs to be clearly shown in the profile views and indicated on the design plan.
Please feel free to contact the office or Mill 'River Consulting at 978-282-0014 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.
�rmc rely,
C
r
Michele Grant
Health Inspector
cc: Albacado Limited Partnership
File
Page I of 2
North.Andover Health Department., 1.600 Osgood. Street, Suite 2035,
North Andover, M.A 0 1645 phone: 978,6 8,9540 Fax: 97 .688. 476
4/20/2016 Town of North Andover Mail-Fwd:Message from"ComDev-Health-Ricoh"
CRm , �
Massachus' ( Lisa Hadge <Ihadge @northandoverma.gov>
Fwd: Message from "ComDev-Health-Ricoh"
1 message
Lisa Hadge <Ihadge @northandoverma.gov> Wed, Apr 20, 2016 at 9:26 AM
To: Dan Ottenheimer<dano @millriverconsulting.coirn>, Isaac Rowe <irowe @millriverconsulting.com>, Pam Lally
<plally @millriverconsulting.com>
Cc: Michele Grant<mgrant @northandoverma.gov>, Brian LaGrasse <blagrasse @northandoverma.gov>
Good Morning,
Attached is the paperwork and septic plan for 45 Beechwood Dr.
---------- Forwarded message ----------
From: <spiceworks @riorthandoverma.gov>
Date: Wed, Apr 20, 2016 at 9:38 AM
Subject: Message from "ComDev-Health-Ricoh"
To: "Hadge, Lisa" <Ihadge @northandoverma.gov>
This E-mail was sent from "ComDev-Health-Ricoh" (Aficio MP C3002).
Scan Date: 04.20.2016 09:38:46 (-0400)
Queries to: spiceworks cx northandoverma,gov
Lisa Hadge
Health Department
Town of North Andover
1600 Osgood Street, Suite 2035
North Andover, MA 01845
Phone 978-688-9540
Fax 978-688-8476
Email Ihadge @northandoverma.gov
Web www,noilhandovei-riia.gov
i
2 attachments
201604200938.pdf
" 1297K
45 Beechwood Dr..pdf
555K
https:llmaiI.google.com/mail/ca/u/O/?ui=2&ik=46857787dO&view=pt&search=sent&th=15433d983f6bea77&siml=15433d983f6bea77 1/2
0I ivc oI ().N1'M[A1.1 N' 1) 'A'LI,01"N IF'N'"1 AN 1) SV,1 0`1C:'1:
summary Record Card ganaralod on 213!20161:31:33 PM by Karen Hanlon page 1
Town of North Andover
Tax Map # 210-034.0-0051-0000.0
Parcel Id 10065
46 BEECHWOOD DRIVE
L-COM
46 BEECHWOOD DRIVE
NORTH ANDOVER, MA
01846
Class 316 Other Storagemarehouse D Property Type 3 Commercial
Zoning2 3 Commercial Zoning3 3 Commercial
Size Total 5.01 Acres
FY 2016
UB Mailing Index
Name/Address Type Loan Number Activelinact, From lentil
L-COM Payor
45 BEECHWOOD DRIVE=
NORTH ANDOVER,MA
01845
UB Account Maint,
Account No Cycle Occupant Name Activelinactive
Bldg Id. 15310.0-45 BEECHWOOD DRIVE Last Billing Date 12/15/2015
2120134 02 Cycle 02 Active
UB Services Maint.
Account No.2120134
Service Code Hate Charge Multiplier/Users
FIREPRO FIRE PROTECTION 6 6 INCH 672.00 ill
MISCFEE ADMIN FEE 1.51 112 10.55 1/
WTR WATER 01 ALL METER SIZE /1
UB Meter Maintenance
Account No.2120134
Serial No Status Location Brand Type Size YTl3 Cons
16321768 a Active ERT METE METE W Water 1.5 1.5 3887
Date Reading Code Consumption Posted Date Variance
11/6/2015 7284 a Actual 197 12/30/2015 88%
811212015 7087 a Actual Ill 9/14/2015 51010
5/13/2015 6976 a Actual 72 6/22/2015 16%
2113/2015 6904 a Actual 69 3/20/2015 -60%
1116/2014 6835 a Actual 147 12/15/2014 -4%
8/14/2014 6688 a Actual 167 9111/2014 117%
5114/2014 6521 aActual 76 6/1212014 19%
2/12/2014 6445 a Actual 69 3/17/2014 -45%
11/6/2013 6376 a Actual 109 12/20/2013 -9%
8/13/2013 6267 a Actual 129 9/18/2013 50%
5/13/2013 6138 a Actual 83 6/18/2013 18%
2/1312013 6055 a Actual 79 3/13/2013 -37%
1115/2012 5976 a Actual 103 12/13/2012 40%
8/15/2012 5873 aActual 134 9/26/2012 71%
5111/2012 5739 a Actual 71 6/20/2012 6%
2/14/2012 5668 a Actual 76 3/14/2012 -43%
11/712011 5592 a Actual 117 12/15/2011 -55%
8/12/2011 5475 a Actual 274 9/14/2011 278%
5112/2011 5201 a Actual 71 6/13/2011 4%
2111/2011 5130 a Actual 72 3/1512011 -70%
11/8/2010 5058 a Actual 222 12/13/2010 -29%
8/12/2010 4836 a Actual 325 9/13/2010 253%
5/12/2010 4511 a Actual 93 6/9/2010 30%
2/8/2010 4418 aActual 73 3/11/2010 -61%
11/5/2009 4345 aActual 165 12/11/2009 16%
8114/2009 4180 a Actual 160 9/11/2009 120%
5/13/2009 4020 a Actual 72 6/16/2009 -3%
2110/2009 3948 a Actual 77 3/16/2009 -68%