HomeMy WebLinkAboutCorrespondence - 70 OAKES DRIVE 1/6/2005 TOWN OF NORTH ANDOVER
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH EPA T ENT
400 OSGOOD STREET q
NORTH ANDOVER, MASSACHUSETTS 01845
Susan Y.Sawyer,REHS/RS 978.688.9540—Phone
Public Health Director 978.688.9542—FAX
healthdept(attownofnorthandover.coin
www.towtiofiiortli,ijidover.com
Scott Talbot
70 Oakes Drive
North Andover,MA 01845
January 6,2005
Dear Mr.Talbot,
This letter is in regards to your ongoing septic installation.The Health Department received documentation from
your installer and your engineer indicating that all concerns previously noted have been addressed. The Health
Department will now be able to sign off on the building permit.Please bring the building card into the Health
Department during office hours or make an appointment with the office to do so.The Building Department will
issue a certificate of occupancy when all other departments have signed off on the construction and the Building
Inspector has completed his final inspection:
A Certificate of Compliance will be issued after the following is completed,
1) Once completed by the installer,the final grade inspection should be requested in the spring to verify
the final grade,loam and seed over the septic system and components.
2) The installer must sign the installation certification once the job is complete
If you have any questions regarding this correspondence,please contact the health department.
Sincerel
--J- 2
Susah Sawyer,RS/ ihS
Public Health Director
Cc: Jon Whyman,Installer
Ben Osgood Jr.,New England Engineering
....................................... .......................
NEW ENGLAND ENGINEERING SERVICES
December 30, 2004
Susan Sawyer
North Andover Board of Health
27 Charles Street
North Andover, MA 01845
J
Re: 70 Oakes Drive, North Andover
Septic System Design
Dear Susan:
The following plans and enclosures for the above referenced property are being submitted
for approval.
1. (3) Copies of the revised Septic System As-Built Plans.
These plans are revised plans. The revisions are being made to reflect the changes made
to the system by the installer. The installation is now satisfactory.
If you have any comments or questions please do not hesitate to contact this office.
Sincerely,
BenjaMin C. Osgoo/(Jr. P.E.
President
..........
60 BEECHWOOD DRIVE- NORTH ANDOVER, MA01845-(978)686-1768-(888)359-7645- FAX(978)685-1099
Dec 29 04 03: 44p John WhHman 7813344330 p. 1
12128/2004 10.59 9786888476 HEALTH PA5L b!/b4
TOWN OF NORTH ANDOVER pOa4a r
Office of COMMUNITY DIEV>EGO>PMENT°AND SERVICES
HEALTH DEPARTMENT
400 OSGOOD STREET
NORTH ANDOVEP,MASSAC14USETTS 01845 �'',.�•
SUMN Y.Sawyer,R H$/RS 918.6884540-Phone
Pahlic Health Director 979 688.9342-FAX
ht2IUmfn andgYcr,tom
p wvw.mo0nortbandwcr.mm
70 OdW&Drive
t+lottb AndoW.MA 01845
DCCMbef 27,2004
Deu Mr Talbot,
IWI kftt is in regards to YOU Mitteft Demmber 166 to the Hear Ik7artman.fior'®Catiftew et
C=PhOlft for that 3000 VACM that Was t000=1 at 70 OvkW Drive by Mr.loan Wkmm and
by W.&n Osgood.As I stated in om pnesium phone regarding yew M4uest,I Lid not
Yd mviewed the w4railt that bad bem mbmftted by Mr, sand dwdoge ftb&M nW oomnmv=W®acb
dma
Since that ume,I bavo Mimed ya&file aad have uaitatmm lely found two itaaats of cm ma.These items wage
natal an Mr.03900d's a-built,m wNl as on noft from ptevioua irrspectirms.First is the pump th;tt Mr. Wkynkn
bn clrosaa lift your symt rather Ilan fDStillf"the ptmtp that Web epeoit3ed oad tM ppm.Thono the ptin
indtaft that an olatvalem etaty►be u54 the do Wft'aatfen of whaler it is WY eTA is made by the CntpaeC'r.
Enclo'"is a oopf of*e 854RWt Pkn,Please review the PWO emote ic tba ldt aotrur,it i9 kupwmt tbm as the
hoanmwoW you►ate Awm Of than.The health 4qmMent allows this ftp brit We ankmer mm be
iafotao►ed.
SeoWA teed vet so aasilfy soh*4 is the etev dgm Doted on the PISA ibr duo aiAlet W d the outlet on the septic took
IM MA DEP T de V call*w a 3-imh drop flrom the poo of that the raw ru:.vage aeAters the tAttOt to the
kvd tLtit the CM=(e)oitl the taste Aug to Mpwtm notes,the itmtatlar was mWe aware oaf this prabktq
howem,due as built shows that your tank was loft with a drop of.Ott or g%of en inch.C4osidering dui Ihere fg
Wall.'n ft tokfaeoe it would by aooepbibie to bm a drop of to lees than I%inch.
This ptobtam should be Ilddrefted PW to the Vp mvil of the oMVpWXj.MG VVWU 4"M o7U=Mr,OWW
fbr oonaCive iOrx%m.Mmum ldtould be made imtaediaiclY While the bast le-mi is not prohibitive.Or4c
ow"Cl d,the"Claetr aaust admuit m ss built with tht cbmuat m AAaming this is{float pure eta!be bogth
will then aof4iot s 9ft fete building peoW l lion the Propntpr,apprmoa 3,•Tyae acuaaI shush
CgtUfi of Cornpl' will be tbt:final rand need are in place ill►the spring 1
Ifyoubaveany Z,��/��
3 tr
Shu
9�S"ff.RS/R sI�RS �'r-l' z C.1 �''�i �i.� 1n �cLm�l�
public ff"Itb 19ltbctor i TA 4jK
Cc: lost Wlryam,XnoMer 04 of
Oft Jr.,New aomd gagWoffiag `
LE St
Uo
MCLA- , Wo,sf v1
(m TteM5 are OPCA
'Son U; Oy aY) Fo �dtsf Ci�CA�
THIS IS TO CERTIFY THAT NEW ENGLAND ENGINEERING SERVICES INC. HAS INSPECTED THE
SUBSURFACE DISPOSAL SYSTEM INSTALLED AT 70 OAKES DRIVE, NORTH ANDOVER, MA. THE
SYSTEM HAS BEEN CONSTRUCTED IN COMPLIANCE WITH 310CMR15.00, THE APPROVED DESIGI
PLAN DATED 10/14/2003, REVISED TO 11/01/2004, AND LOCAL REQUIREMENTS, EXCEPT A9
NOTED HEREIN.
NOTES:
1 . PVC DISTRIBUTION BOX INSTALLED IN LIEU OF PRECAST CONCRETE DISTRIBUTION BOX
SPECIFIED.
2. LIBERTY MODEL # LE41 M PUMP INSTALLED IN LIEU OF HYDROMATIC SP40M1 SPECIFIED.
(SEE PUMP CURVE AND NOTE BELOW) !
i
3. ELEVATION DROP FROM SEPTIC TANK INLET TO OUTLET IS 0.08' IN LIEU OF 0.25' REQUIRED,
i
i
INVERT ELEVATIONS
DESIGN ACTUAL
FOUNDATION 181 .50 185.06
TANK IN 181 .30 184.83
TANK OUT 181 .05 184.75
PUMP IN 181 .00 184.62
PUMP OUT 180.75 backfilled
D-BOX IN 192.44 192.02
D-BOX OUT 192.27 191 .86
A 191.71 191 .69
B 191 .17 191 .13 (bottom of infiltrator)
C 189.71 189.69
D 189.17 189.16 (bottom of infiltrator)
SYSTEM TIES
1 TO TANK 39.8'
2 TO TANK 25.9'
1 TO PUMP 53.0'
2 TO PUMP 16.6'
2 TO D-BOX 58.8'
3 TO D-BOX 110.5'
2 TO A 62.3' 2 TO C 48.2'
s To A 1 1 s.W 3 TO C 105-51
Dec 29 04 03i44p John Whyman 7913344330 p• 2
T E TOOMEY c0 PAGE 02
Tat (7 81)2454M 10
Fax:(781)245-6010
T. [. Toomey Eu., Inc. DATE
55 ISROACOWAY
LOAD PUR.ODRD6*2f*
NUMBER- WAKEF1E60,MASSACHUSFETTS 0 1$80, NUMBER E .._
� R
0
L I -
p
0 _ E
T
0 -- - T
L, 0 J
®UANTITY O SCR(PTION UNIT A T
FEET 19MCES P�MiE
&f—i3
ell—
oil Le
DW on 1,, a25 6r, \Al2e
.` w o- o v a-- Le r Le_L 1-�`fie' ►04- ukmr';
Ait
111\ cc
.__--
RESALE CERT.NO, TAX EXEMPT.NO,—
SALES
TERMS: TAX
RECFIVEO BY— TOTAL
A 20%handling charge on all returned g S.Returns MUST be accompanied by this pill. OFJOINAL
Dee 29 04 03: 45p John Whaman 7813344330 p. 3
,.• <,, <vc.r ai.y+ �tSdL49�f9db T E TOOMEY CO PAGE 03
650wSERIES
MAW NWPELLM
The pumps)shall ba model 'rho purnp shall havo a 2-vano semi-opon
as manufactured by Uberty Pumps,Bergen.NY, impeller capable of passing a 2"spherical solid.
or equal. SEAL
The pump(s)shell have a capacity of ,GPM at
a total dynamic hoa d of too, Tho shaft seal shall be of the carbon/cemmic
Motor sire shall be I&horsepower,single phase, unitized design,with BONA N elastomers and
W hr.and—volt opewation. stainless housings.
MOTOR L
The pLwm motor shall be of the submersible The pump volute.legs and motor housing
tym oil filled•hermetioaily sealed and shall be shall to gray iron castings,class 25 or
thermally protected.The overload element shall better.AN fostoners shell be of 300-ser m
autornaticatly roset when motor coots.Motor stainkma steel or brass,
windings shall be of the class B insulation rating. LEWL CONFRU
The rotor shalt shall bo made of 416 stainless Automatic units shall he controlled by an
steel and shall be supported by lower and upper adjustable,mercury-free,wide angle float switoh.
slewe bearings. Fk)M Cord shall be equipped with a series plug
The powor core shall be of the qulck-disconnect for manual bypose operation.
design allowing replacemem of the cord without
breaking sash to the motor and/or oil chamber.
I11000CLS W VEX= POMM AAWS DFSC l&4RW A(/'rOMTFC NINAELLOW+
LEStM 112 115 1 12 2°FNPT NO 2-VANE SEMI-OPEN
LESIA 112 115 1 12 2`FNP? YES 2-VANE SEMI-OPEN
LE52M 112 230 1 8.8 2"FNPT NO 2-VANE SEMI.OPEN
LE62A 1/2 230 1 8.8 2"FNPT YES 2-VANE SEMI OPEN
10'cow stvKh"on 06ft models.Fa 28'or 30'0011d opti6ft,add a 114"or"-3"six to modol number.E,umplo.
LE51A-2(20'cord
DlMiE /QNat,QATA•-
•LE51 M:"1.65. 1ras
e
12.750 24
Mal"Wmft o �
11.6°(rnsnual models) 20
s ,s
e40 depum K ® 12
a
2
E- I L
d
0 0 20 4e 00 80 100 120 140
• Certified 0.3.W10",Per MtmA* ,
us
I4• •dmro w°pow N aAn"00 w:Ibn&A norr°) C
p,�� UM,°M j4ppwQ
�w °IOQO�/0 /t1IR • rWw ti41IR f4I1�°PwW1!1(800)d�$-?36� (7fQ) 1
Nbb&AU:www#ber*vgvngae 7241WO RsPot
Dec 29 04 03: 45p John Whyman 7813344330 p. 4
_o. . i°oFALTW
PAGE 03/84
THIS IS TO CERTIFY THAT NEW ENGLAND ENGINEERING SERVICES INC. HAS INSPECTED T H
r
SUBSURFACE O15PQSAL SYSTEM INSTALLED AT 70 OAKES DRIVE, NORTH ANDOVER, MA. THE
SYSTEM HAS BEEN CONSTRUCTED IN COMPLIANCE WITH 310CMR15,00. THE APPROVED DESI
PLAN DATED 10/14/2003. REVISED TO 11/01/2004, AND LOCAL REQUIREMENTS. EXCEPT A
N07ED HEREIN.
NOTES-
I- PVC DISTRIBUTION BOX INSTALLED IN LIEU OF PRECAST CONCRETE DISTRIBUTION 80X
SPECIFIED.
2. LI®ERTY MODEL If LE41M PUMP INSTALLED IN LIEU Of HYDROMA71C SP40M1
(SEE' PUMP CURVE AND NOTE BELOW) SPECIFIED,
3. ELEVATION DROP FROM SEPTIC TANK INL TO OUTLET IS 0.08' IN LIEU OF 0.25' REQUIREDI
i
i
INVERT ELEVATIONS �
DESIGN- ACTUAL i
FOUNDATION 181.50 185.06
TANK IN 181.30 164.83
TANK OUT 181.05 184.75
PUMP IN 181.00 184.62
PUMP OUT 180.73 . bockfilled '
D—BOX IN 192,44 192.02
D—BOX OUT 192.27 191.86
A 191.71 191,69
8 191.17 191.13 (bottom of infiltrator)
C 189.71 189.69
0 189.17 189.16 (bottom of infiltrotor)
fr
1
i
SYSTEM TIES
1 TO TANK
2 TO TANK 39.8•
1 TO PUMP
5
2 TO PUMP 3. '
2 TO D- SOX 16.66'1 i
51
3 TO D-BOX 0 5' I
2 TO A 62.3'
s To �. . ,.®.s• 2 TO C 48.2•
.3 To C one �• '
NEW .,AND ENGINEERING SERVICES
.............. INC .............
December 21, 2004
Susan Sawyer
North Andover Board of Health
400 Osgood Street
North Andover, MA 01845
Re: 70 Oakes Drive, North Andover, MA
As-Built Septic System Design
Dear Susan,
The following As-Built Plans for the above referenced property are being submitted for
approval.
1. Three (3) Copies of the As-Built Septic System Design Plans.
If You have any comments or questions please do not hesitate to contact this office.
Sincerely,
Steven E. Pouliot
Project Manager
.....................................................——-----
60 BE EC14WOOD DRIVE-NORTH AN DOVER, MA 01845-(978)686-1768.. (888)359-7645- FAX(978)685-1099
North Andover Board of Health
I am writing to you to ask that you provide a certificate of completion for the septic
system installed by John Wyman at my home at 70 Oakes Drive. Mr. Wyman and I
discussed the fact that the weather was preclusive to loam and hydro seeding. We both
are inclined to wait until the first of spring to perform the installation of the lawn.
I thank you for your help during the past few months while we went through the process
of getting our septic system installed. My family and I are looking forward to spending
the holidays in our new home.
Thanks Again,
1,16
Scott Talbot
^
Delyech' ^ Pamela
From: Pam DmUechiain [ode||mchio ofnorthundovecomm]onbehelfofDellechioie.
P8nOe|8
Sent: VVednesdmy, November 24, 2004 2:35 PM
T0: 'Daniel {]ttanheimer(E-mei|)'; 'Lisa LeVaaoeur(E'mai|)'; 'K8cBnamrtyAndrew(E-mail)'
Cc: Sawyer Susan (E-mail); Grant, Michele
Subject: FVV 7O Oakes Drive- Final Inspection Request
Importance: High
Sensitivity:Confidential
In addition - Per Ben on 11/22/04. Ben stated that the pipe to the tank to the pump needs to be �
adjusted for proper drop in tank. Everything else ok. �
' �
--'Ohgina| Maeegge--'
From: Pam DeWechi i
Sent: Wednesday, November 24. 20O41O:15AM
To: 'Daniel Ottenheimer(E-mail)'; 'Lisa LeVasseur(E-mail)'; 'McBrearty Andrew(E-mail)'
Cc: Sawyer Susan (E-mail)
Subject: 0 Oakes Drive- Final Inspection Request
Importance: High
Sensitivity:Confidential
Hi.
Both Jon Whyman and NEEG are requesting a Final Inspection. Can you schedule for today,
Friday or next week? �
Please call Jon VVhynnanat781334.2323asap. Thanks, �
P �
�
�
�
�
�
�
�
TOWN OF NORTH ANDOVER r µ0R7„
Office of COMMUNITY DEVELOPMENT AND SERVICES 3j
HEALTH DEPARTMENT
400 Osgood Street
NORTH ANDOVER, MASSACHUSETTS 01845 ITS CHOStt
978.688.9540—Phone
Susan Y.Sawyer, REHS/RS 978.688.9542—FAX
Public Health Director E-Mail: healthdept c,townofnorthandover.com
Website: www.townofnorthandover.com
November 8,2004
Scott&Barbara Talbot
102 South Bradford Street
North Andover,MA 01845
RE: Notice of Board of Health Decision from October 28, 2004 Meeting
re2ardin2 70 Oakes Drive, North Andover, MA 01845
Dear Mr. Talbot:
This letter is in regard to your property at 70 Oakes Drive. At the October 28,2004 Board of Health meeting,a
request was made by Mr.Ben Osgood of New England Engineering Services(NEES)—on your behalf for approval
of Variances to the requirements of the Title 5 to allow a leach field to be placed in an area where the depth of
permeable naturally occurring soil is 26"to 30"deep in lieu of the 48"depth required by Title 5 section 15.240(1),
the existing soil layer having been made less than that required due to contractor error. The variance is being
requested as allowed under section 15.415(2).
A motion was made by Mr.Markey and seconded by Dr. Trowbridge to grant a variance as requested, if
no alternative suitable site is found. All were in favor.
An alternative location was found on October 29,2004 and subsequent plans were approved. A
disposal works construction permit has since been applied for and granted to Mr.Jon Whyman to
install the septic system,and is now in the process of being constructed.
A properly working septic system is vital to the protection of the environment and to the safety and well being of
your neighbors and Town. The North Andover Health Department will work with you to ensure a proper
installation of a septic system at your property.
If you have any further questions,please contact us at the above number or via e-mail. Thank you for your
cooperation in this matter.
Sincerely,
�/San Y. Sawyer,REH/RS
Public Health Director
Cc Mr. Ben Osgood,New England Engineering
File
TOWN OF NORTH ANDOVER
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
27 CHARLES STREET
NOR` F1 ANDOVER, MASSACHUSE'r-l's 01845 CHU&
Susan Y. Sawyer 978.688.9540--Phone
Public Health Director 978.688.9542—FAX
November 2, 2004
Scott Talbot
70 Oakes Drive
North Andover, MA 01845
Dear Mr. Talbot,
RE: Subsurface Sewage Disposal System Plan for 70 Oakes Drive,Map 107A Parcel 45,
North Andover, Massachusetts
Dear Mr. Talbot,
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 New England Engineering
Services dated September 15, 2004, last revised on November 1, 2004.
The design has been approved for use in the construction of an onsite septic system. This
approval is valid for three years from the date of this letter and during this time a licensed septic
system installer must obtain a permit and complete this work, and a Certificate of Compliance
must be endorsed by the installer, designer and the Town of North Andover. The approval is for
an existing 4-bedroom (or maximum total of 9 rooms) house, and is 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(1)).
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.
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.
Sincer ly,
san Y. Sawyer, KEH
Public Health Director
cc: New England Engineering Services
file
.... .... ._ .. ... .... .._.... .. .. .wW ..� ......... _.. W... .. ..... _........_.,._ ......�... ........._...�. ........_ ... --.........-......... .......
`\r�
�........_.�EENGLAND
........... �....... m _.........._.._ SERVICES
..........
.,... .._.... ... ....
November 1, 2004
. "'E E D
Susan Sawyer O a 7004
North Andover Board of Health
27 Charles Street MWN OF� OF,,J'4 a�w�l--IO E
North Andover, MA 01 845 �� a� '
Re: 70 Oakes Drive, North Andover
Septic System Design
4
Dear Susan;
The following plans and enclosures for the above referenced property are being submitted
for approval,
1, (3) Copies of the revised Septic System Design Plans.
2. (1) Copy of additional Soil Log
These plans incorporate the shifting of the leach area down hill in to an undisturbed area
that has a sufficient depth of B and C layer material to meet the 4 feet of naturally
occurring pervious material rule in Title 5,
As you know, the owner is ready to occupy the home as soon as the septic system can be
constructed, Any assistance you could give to help complete the review and approval of
this revised plan would be appreciated.
If you have any comments or questions please do not hesitate to contact this office.
Sincerely,
Benjamin C. Osgood, (rP.E.
President
60 BEECM1f OOD DRIVE-NORTH ANDOVER, MA 01845-(978)686-1768-(888)359-7645-FAX(978)686-1099..
RTH
TOWN OF NORTH ANDOVER °t"°oT aA�
Office of COMMUNITY DEVELOPMENT AND SERVICES o? •''•' . %
HEALTH DEPARTMENT 49 "
27 CHARLES STREET ''°�► •-ss.-,«�
NORTH ANDOVER, MASSACHUSETTS 01845 c,,,,ae<
978.688.9540—Phone
Susan V.Sawyer,REHS/RS 978.688.9542—FAX
Public Health Director healthdept @townofnorthandover.com
http•//www.townofnorthandover.com
October 18, 2004
Warren & Robin Markowsky
Or Current Homeowner
67 Oakes Drive
North Andover, MA 01845
Dear Mr. & Mrs. Markowsky:
Notice is hereby given that the Board of Health will hold a public hearing at the Department of
Public Works, 384 Osgood Street,North Andover, MA on Thursday, October 28, 2004 at 7:00
PM at the request of Scott Talbot, 70 Oakes Drive,North Andover, who is seeking a Variance to
allow a reduction from the required four-feet of naturally occurring material, from the North
Andover Board of Health and the Department of Environmenal Protection, specifically referring
to regulation 310 CMR 15.415-2, for the purposes of installing a septic system.
Plans are available for review at the office of the Health Department, 27 Charles Street,North
Andover, MA, Monday through Friday from the hours of 8:30 AM to 4:30 PM.
If you have any questions, please call the Health Department at the above number.
Sincerely,
san Y. Sawyer, REHS/R
Public Health Director
SYS/pfd
I ps
Ct
IlYvt
VA-
CD'
(71
uy
JJ
® Complete Items 1,2,a. 3.Also complete A. Received by(Please Prim arly) B. Da e of elive
item 4 if Restricted Delivery is desired. 6
® Print your name and address on the reverse C. Signatu e t
so that we can return the card to you.
® Attach this card to the back of the mailpiece, °— 13 Agent
or on the front if space permits.
D. Is delivery address different from item 1? El Yes
1. Article Addressed to: If YES,enter delivery address below: ❑ No
��1� 3. Serviic.�Type
J p�ertified Mail ❑ Express Mail
11 El j � Registered Return Receipt for Merchandi:
c/%/ '°%�/ ❑ Insured Mail ❑C.O.D.
4. Restricted Delivery?(Extra Fee) ❑ Yes
2. Article Number(Copy from servicWeb
J _
PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-095
„i
® Complete items 1,2,a,.-.3.Also complete A. Received by(Please Print�.zarly) B t of Delive
item 4 if Restricted Delivery is desired. � ���
® Print your name and address on the reverse
so that we can return the card to you. C. Siggp> re Agent
IN Attach this card to the back of the mailpiece, fr �1�/j � �.2 �❑Address
or on the front if space permits. 1.
Is delivery a ress different from item 1? ❑Yes
1. Article Addressed to: If YES,enter delivery address below: El No
� eo
% v
�z4o� s/G6
;�jj
3. Servic ype
/f%`/�i�/n � pCertified Mail ❑ Express Mail
�/W /• El Registered ❑ Return Receipt for Merchandi
t! Y ❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery?(Extra Fee) ❑Yes
2. A icle u ber(Copy from se ce la4 I)
�
PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-095
Complete items 1,2, a, ..Also complete A. Received by(Please Print. Orly) B. Date of Deliver ',
item 4 if Restricted Delivery is desired.
IN Print your name and address on the reverse
so that we can return the card to you. C. Si nature
ffl Attach this card to the back of the mailpiece, X ❑Agent
or on the front if space permits. ,U ❑ ddresse
D. Is del ery address different from item 1? Yes
1. Article Addressed to: If Y ,enter delivery address below: P No
�l
3. SServiccS ,ype_-
c ��� / v` ✓lJ` 11 ertified Mail El Express Mail
/ G ❑ Registered ❑ Return Receipt for Merchandis
❑ Insured Mail ❑C-O.D.
4. Restricted Delivery?(Extra Fee) ❑Yes
2. Article Number(Copy from service I ell
PS Form 3811,July 1999 Domestic Return Receipt 102595-00-M-0952
E_
o
0
> > 0 0
1��
0 I 0> 0
9D
E
>
ob
CD U 0 0-
CD l4m; u 14
< 0
0 U
Cq r. •— o. bp r- Q. ") 0
> 4 V,
C> < >
Z < .0
0a . - 2 0 0 >
Of) 0 0 0 0 Of)
01) ' -0
a
uo a 0
'0 p a p = 4:3 -M
U
tj 01)-a
'0
of) "a bl)
2 't� o
b p bf) C. " '8'— p ob
2, '0
087:'"0 "0
t E v =o
:R 0
0
0 0
0. 10, 12, 0 0 V5 7--
cn 0- Or- u I--
6,�� 10, �Y4 0 0, bp
0 V- W4 �'- Zlo t
0 Z 0
E 0,
a > a' or-
E 0 E 0 73 V1-oo .1 p >
0 0 - a 2 0
La -a r- U
> 2 -
2 -E > cc 0
U cu U
0 .2 C, m. ° bV,
010 ZOE co -on ""0 u E E
0.
5 5 6 .
o 0 0 00j)
FE or. F .4 2 .0 t
0 0 ro- 21 2 o
"f 0" "f d.) 'D
8 m CD C:5 0 6
—C 42 -t 'C� _0
0
4 0 — 0 E 6 0.
E 2�'
> E 8 C, > 0 0
.2� 2 z 2 '2 C7, 00
n (A It
It
j
91
..!Ul a q C
') 4) ,
(0) Cl
s. J�l 0�'
<
`4r)
Cd
CIO
io:
4.
V)
a
tot
Cq
04
cl� 4. V)
0
0
el' o N
� N
O
® N
Y
O p
a2i c
>
U E z w cx a; h
FE
p C O N ,� b❑❑ f:1 M C+ M M CD
Q. O O N C1.Q p bq °N N N °N N
•� C N =1 O O v� ,L
tip-, ti '
C p m ° I
C "- v
rl
a°i 3 c ° m° o
O C.0 .00 � �-•J C C � i
L
N
O b C o' U O N °
�l > CL.: O
o�
OE x2 � QtiF biJ
.N Ca z c c
oti.° 5v
°� O bcns ,
E wU > '� F bn p H
U
L
O 3
o � �
zz ca Q o
y w w w b o
rn rxn Q c� �n Z
0
R N N
Q Q r
d ^'
b0A Q
rn O
M m N 00 N p
V1 Vl 00 O V1 0
n M M N
O O o o O
z O O O O O U
N N 0 N N C
3
0
a
0
Qn
0 0 �
TOWN OF NORTH ANDOVER N°eTli qti
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT : :
27 CHARLES STREET
NORTH ANDOVER, MASSACHUSETTS 01845 �'s�C,K,b`�
978.688.9540—Phone
Susan Y.Sawyer,REHS/RS 978.688.9542—FAX
Public Health Director healthdeptCtownofnorthandover.com
hitp://www.townoffiot-thandover.com
October 12,2004
Mr.George Henderson Certified Letter#: 7099-3220-0010-3241-7183
280 Chandler Road
Andover,MA 0 18 10
RE: 70 Oakes Drive,North Andover,MA 01845
Dear George,
It has come to the attention of the Health Department that you may decline to resume the septic disposal works
construction at the site of 70 Oakes Drive,a property owned by Scott Talbot.
Please note that you need to notify us within three(3)business days as to whether you are planning to continue any
installation work at the site. If we do not receive a response from you,permit number BHP-2004-0553 will be null
and void,and an alternate installer will have the right to seek a permit for this septic installation.
Please call the office if you have any questions. Thank you for your cooperation in this matter.
/Sincerely, er,RE S/RS Director
/pfd
NORT�I
'OWN Off' NORTH ANDOVER .° ao m
HEALTH DEPARTMENT
ENT � p
a - �
27 CHARLES STREET
NORTH ANDOVER. MASSACHUSETTS 01845
SSACHUS��
Sandra Starr Telephone(978)688-9540
Public Hcalth Director FAX(978) 688-95=42
September 17, 2004
Ben Osgood, Jr.
New England Engineering Services, Inc.
60 Beechwood Drive
North Andover,MA 01845
Re: 70 Oakes Drive
Dear Mr. Osgood:
This is to notify you that the proposed revised plans dated September 15, 2004 for the
repair of the septic system at 70 Oakes Drive, North Andover have been approved with the
following condition:
• The FAST must be installed per the approval issued by the MA DEP
• In regards to the"FAST" system, the owner shall enter into a maintenance contract as
required by the DEP approval. A copy of the contract shall be submitted to the health
department prior to the issuance of a Certificate of Compliance.
If you have any questions, please call the office at 978-688-9540.
Sincerel ,
san Sawyer,REH S
Public Health Director
Cc: Homeowner
File
.......... -----------
NEW ENGLAND ENGINEERING SERVICES
.......... I N C
September 15, 2004
Susan Sawyer
North Andover Board of Health
27 Charles Street
North Andover, MA 01845 SE P I
'rOV'VN OF
n'A
Re: 70 Oakes Drive, North Andover
Septic System Design
Dear Susan:
The following plans and enclosures for the above referenced property are being submitted
for approval.
1. (5) Copies of the revised Septic System Design Plans.
These plans incorporate the addition of a"FAST" pretreatment unit to compensate for the
removal of the"B" Layer soil beneath the leach field which was designed to be used as
part of the 4 foot receiving layer depth. Any help in expediting the review of these plans
would be greatly appreciated.
If you have any comments or questions please do not hesitate to contact this office.
Sincerely,
g.--�---�
- -BenjamiC. Osgood, Jr. P.E.
President
------------- ------
60 BEECHWOOD DRIVE-NORTH ANDOVER, MA 01845—(978)686-1768—(888)359-7645- FAX(978)685-1099
TOWN OF NORTH ANDOVER Ot NORTH q
Office of COMMUNITY DEVELOPMENT AND SERVICES a? •`"?�•� °�O
HEALTH DEPARTMENT � '
27 CHARLES STREET
NORTH ANDOVER, MASSACHUSETTS 01845 "SS"CHUSE`�
Susan V.Sawyer,REHS/RS 978.688.9540—Phone
Public Health Director 978.688.9542—FAX
heal thdent(Wtownofnorthandover.com
www.to\,Amofiiorthandover.com
August 10,2004
New England Engineering Services, Inc.
Attn: Ben Osgood
60 Beechwood Drive
North Andover,MA 01845
Dear Mr. Osgood,
This correspondence is a follow-up to our phone conversation regarding the septic system installation at 70 Oakes
Drive. As was mentioned,the health department conducted a"bottom of bed"inspection on Friday,August 6,2004.
The inspection revealed that the excavation done by the installer was not per the approved plan.
The approved plan shows that only the top layer,referred to as the"A"layer,was to be removed.This was due to
site evaluations that had found ledge at a depth that required the excavation to remain shallow.This special provision
was noted on the plan that was given to the installer.The installer did not follow the special condition and excavated
36+inches rather than the estimated 12 inches.This error created a condition that is now in violation of Title V
310CMR 15.240(1)(see attached).
As we discussed, I placed a call to Mr. Dave Ferris of the Department of Environmental Protection and requested
their assistance on how to proceed. He indicated 2 options:
1) Request a variance,to allow a reduction from the required 4 feet of naturally occurring material, from the
NA Board of Health and then subsequently apply the state DEP for this variance;
2) Submit a revised plan to the health department for review,with the addition of an approved pre-treatment
system. The use of such a system will further treat the effluent prior to reaching the system.This is allowed
under the DEP regulation.
Until a direction has been chosen it may be prudent to ask the installer to protect the bottom of the bed of the system
from adverse weather conditions. Would you please recommend to the installer a manner that you would consider
appropriate for this site? Other than that,there should be no work on this system.This entire situation is very
unfortunate and can be very confusing.Although a copy of this letter is being sent to the owners, I would appreciate
it if you could please contact your client and assist in explaining the situation.
Thank you for your cooperation in this important matter. Please advise this office as to your decision. If you choose
to come before the board,you must adhere to DEP variance requirements such as submitting a request to be on the
September agenda and advertising the notice of variance request in the local paper 10 days prior to the meeting.
r'
4'
ySincere
Sawyer,�,� r
j
REHS/RS
Public Health Director
Xc: George Henderson—280 Chandler Road, Andover, MA 01810
Homeowner—Kevin Talbot,28 South Bradford Street,North Andover,MA 01845
Attach: Title 5 310 CMR 15.240(1)
310 CMR: jEPARThIENT OF ENVIRONMENTAL PROTEk,_.ON
15?32: Distribulion BOWS
(1) -For all gravity flow distribution systems,a water tight distribution box designed to
provide equal distribution of septic tank effluent to the distribution lines of the soil absorption
system shall be provided between the septic tank and soil absorption system.
(2) Construction of the distribution box shall be in conformance with the provisions of 310
CMR 15.221(general construction requirements)and 15,226(septic tank construction),with
the following exceptions:
(a) The distribution box may be constructed of plastic or other materials approved by the
Department if anchored in place with or on a concrete pad which is at least six inches in
thickness and 1.5 times the bottom surface area of the distribution box,
(b) The minimum inside dimension of the distribution box,regardless of material,shall
be 12 inches,
(c) The minimum wall thickness for reinforced concrete shall be two inches.
(3) The distribution box shall conform to the following design specifications:
(a) When the soil absorption system is to be dosed or the slope of the inlet pipe exceeds
0.08 feet per foot,an inlet tee,baffle or splash plate extending to one inch above the outlet
invert elevation shall be provided to dissipate the velocity of the influent.
(b) The invert elevation of all outlets shall be equal to each other and located at least two
inches below the invert elevation of the inlet. The distribution lines leading from the
distribution box shall all have the same invert elevation as determined by flooding the
distribution box to the height of the distribution line invert after all lines have been sealed
in place. If all inverts are not the same elevation,they shall be adjusted by filling with
durable and non-deformable material permanently fastened to the line or reconstructing
the lines until all inverts are at the same elevation.
(c) Outlet distribution lines shall be level for a minimum of the first two feet of their
length. There shall be at least one outlet for each effluent distribution line.
(d) Every distribution box shall have a water tight cover or in the case of systems with
a design flow greater than 2,000 gpd,water tight manhole with cover.
(e) Every distribution box shall have a minimum sump of six inches as measured below
the outlet invert elevation.
15?33: Siphons
The use of siphons for on-site systems,including shared systems,is prohibited unless
approved as a component of a recirculating sand filter or other alternative technology.
15.240: SoiI Absorption Sv,Acros
(1) On-site subsurface sewage disposal systems shall be located in an area where there is at
least a four foot depth of naturally occurring pervious soil below the entire area of the soil
absorption area and reserve area unless a variance is issued in accordance with the provisions
of 310 CMR 15.415(2). The four foot stratum must be free of impervious(as defined in 310
CMR 15.002)materials.
(2) Effluent from any component of an on-site sewage disposal system shall not be disposed
of by direct discharge to any waters of the Commonwealth, unless in compliance with a
permit issued pursuant to 314 CMR 3.00 (surface water permitting) or 314 CMR 5.00
(groundwater permitting).
(3) Soil absorption systems shall be designed as an integral part of the system. Septic tank
effluent is to be distributed throughout the soil absorption system by means of effluent
distribution lines so that the effluent can migrate through the underlying soil column under
unsaturated flow conditions. All soil absorption systems shall achieve the following
objectives of the soil treatment process:
(a) maximum stabilization of organic wastes in the effluent;
(b) removal of pathogenic organisms,nutrients,and particulates;
12/27/96 310 CMR-523
TOWN OF NORTH ANDOVER F �aaRra
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
27 CHARLES STREET -
NORTH ANDOVER, MASSACHUSETTS 01845 �SS SR CH US
Heidi Griffin 978.688.9540 —Phone
Acting Health Director 978.688.9542—FAX
December 8, 2003
Scott Talbot
102 South Bradford Street
North Andover, MA 01845
RE: Subsurface Sewage Disposal System Plan for 70 Oakes Drive, Map 107A, Lot 45,
North Andover, Massachusetts
Dear Mr. Talbot,
The North Andover Board of Health has completed review of the septic system design plans for
the above referenced property submitted on your behalf by New England Engineering Services
dated November 20, 2003 and received by this office on November 25, 2003.
The design has been approved for use in the construction of a replacement onsite septic system.
This approval is valid for three years from the date of this letter and during this time a licensed
septic system installer must obtain a permit and complete this work, and a Certificate of
Compliance must be endorsed by the installer, designer and the Town of North Andover. The
time period for which this plan is valid is reduced to two years from the date of a septic system
inspection which did not meet the acceptable criteria in the state regulations. The time period for
which this plan is valid may be reduced by the North Andover Board of Health in the event an
imminent health problem such as sewage backup into the dwelling is occurring.
This approval is 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(1)).
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. The tree with the benchmark placed upon it as shown on this plan shall be wrapped
with orange snow fence for the duration of construction of the house and/or septic
system in order to avoid accidental removal of the tree.
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.
Sincerely,
Heidi Griffin,
Acting Health Director
encl: List of licensed septic system installers
cc: file
New England Engineering Services
Page 1 of 1
DelleChiaie, Pamela
From: Dan Ottenheimer[info@ mil lriverconsulting.coml
Sent: Monday, December 08,2003 1:57 PM
To: Heidi Griffin; Brian LaGrasse; Pamela Dellechiaie
Subject: 70 Oakes Drive
I-leis i, Brian n and P ar"rn,
Attached please l"ir"e the elan approval letter for 70 Oakes Drive, You will see ff-iat we
added d earn additional aTMa prow".1l condition from the standard list to include preservation
of the tree where the ken(:,hrrna rk is currently placed. Irn too rnany instances where
extensive site clearance is proposed we have seen tl-)e bena:hrriar tree; im- vertently
removed with ca host of proNerns for folks consequently arising, We're just trying to
save everyone tirrvne and headaches later car).
Dan
Daniel Ottenhelmer, President
Mill River Consuffing
Septic Systern Mana genrient Services
5 Blackburn Center
Gloucester',este,r', MA 01930-2259
978-282-0014 or 1-800-377-_ 304
fax: 978-282-0012
v✓�v�v�rrru6�r�vcira t�rn'U���nitlr�nr�t.c~c�rr.n
ir�rta����,�rr�uil0r�hvc;�a a�u`nr�g,�Aflur�o��w��c;c�r��r
12/8/2003
Town of North Andover
HEALTH DEPARTMENT
27 Charles Street
North Andover,MA 01845
978.688.9540
health
SEPTIC PLAN SUBMITTAL FORM
DATE OF SUBMISSION:
s /f bA
SITE LOCATI -
ENGINEER.
NEW PLANS: YES $225.00/Plan C
(Includes 1'(NEWPLAM and on Re-Review Only)
w,
REVISED PLANS: YES $ 75.00/Plan Check#:
SITE EVALUATION FORMS INCLUDED: YES ( 1' O
LOCAL UPGRADE FORM INCLUDED: YES
Telephone#: 1 .,. (� ( ° (•76 Fag#: q N 6) "
HOMEOWNER NAME: f I L
OFFICE USE ONLY
When the submission is complete (including check):
1. ."-""Date stamp plans and letter
2. Complete and attach Receipt
3. °`✓ Copy File, Forward to Consultant
4 zw- °,-�Enter on Log Sheet and Database
NEW - ENGINEERING
_.............. INC .....
...�.. .. ..n
November 25, 2003 J
Brian LeGrasse �
North Andover board of health
27 Charles Street �
North Andover, MA 01 845
Re: 70 Oakes Drive, Septic system design
Dear Brian:
Enclosed are 5 sets of revised septic system design plans for the above referenced
property. These revised plans incorporate the following changes. The numbers below
correspond to the numbers in your letter dated November 4, 2003.
1. The proposed topographic lines have been adjusted to provide 15 feet of distance
between the leach area and the downhill slope.
2. A noregarding the installation of butyl resin in the joint between the bottom and the
top half of the tank by the tank:manufacturer has been added to the plans.
3. The tank loading has been specified.
4. The soil logs and test hole labels have been adjusted to match the North Andover
records.
5. The observed ground water depth has been added to the soil logs on the plans.
6. The percolation test elevations are included on the plan.
7. A Swale has been added to the plan to divert water away from the neighboring
property.
8. The existing septic system location has been added to the plans.
9. The Engineers discipline is written next to the signature on the plan.
60 BEE:C`1HWCSOD DRIVE-•NORTH H 7 NDOVE R, MA 01845-(378)686-1768--(888)869-7645-FAX(978)685-1008
10. The riser notes of the profile and the pump notes have been clarified.
11. Construction note#4 has been modified to indicate the removal of the first 6"of the
"B" layer.
12. The existing dwelling has four bedrooms and is indicated as such on the plans. The
assessor's card is enclosed with this letter. The assessor's card indicates that the dwelling
has three existing bedrooms and a total of eight rooms. Title 5 defines the number of
bedrooms as the number of rooms divided by two, or the number of bedrooms, whichever
is greater,therefore the house is considered to have 4 bedrooms according to title 5. The
existing house is a split level home with three bedrooms upstairs and several rooms
downstairs, one of which was used as a spare bedroom. This spare room was probably
not considered a bedroom by the assessor's office due to the fact that it was located on
the lower level.
If you have any questions please do not hesitate to contact this office.
Sincerely,
Benjamin C. Osgoo Jr.,EIT
President
O " ti l"l"i l:{
itlt
Office of t'I:1V i " 19„L tl MEN TAN1 SERVICES
ES
HEA13"' 1. DEPARTMENT'
IW) 'FlI TN)VER, N4, '^,5, 1�]1UStTTS 01845
November 4, 2003
Richard C. Tangard,P.E.
New England Engineering Services, Inc. w,„
60 Beechwaad Drive � ;
North Andover, MA 01845
Re: 70 Oakes Drive, Map 107A, Lot 45
Dear Mr. Tangard:
The proposed septic system design plans for the above site dated October 14, 2003 have been
reviewed. Unfortunately,the plans cannot be approved as submitted. The following items are in
need of attention prior to approval:
1. Please provide a minimum of 15' of fill in a horizontal direction from the edge of
each of the leaching chambers to their respective breakout elevations, or provide a
different method for meeting breakout requirements. (3 10 CMR 255(2))
2. Regarding water-tightness of the septic tank, the,plan states that the manufacturer
will provide a watertight septic tank. Given that it is a 2-piece tank, will the
manufacturer be responsible for sealing the joint between the two halves? (3 10 CMR
15.221(1)).
3. Please specify the septic tank loading. (3 10 CMR 15.226(3))
4. Please check the soil logs on the plan with those obtained while in the field. The
North Andover Board of Health witnessed soil logs show:
a.) perc depth for PT-213 @ 13"(shelf)/16"(hole),
b.) perc depth for PT-2C @ 30"(shelf)/19"(hole),
c.) the names for the deep holes are reversed for General B and TP-3, and
d.) of the two TP-2's,the left one should be labeled TP-1.
5. Please add the observed ground water to the soil logs on the plan. (3 10 CMR
15.220(4)(n)).
6. Please provide the elevations of the percolation tests. (NA 8.02n)
7. Please provide a swale to divert surface runoff where the toe of slope around the
leach area is less than 5' from the property line. (3 10 CMR 255(2))
8. Please provide the location of the existing septic system. (3 10 CMR 15.354).
9. Please specify the engineer's discipline in the area of the stamp. (MGL 0.112 s.81M)
10. Pump chamber note#7 and the System Profile do not coincide with respect to the
final placement of risers.
11. Please indicate that removal of the A soil horizon shall extend at least 6" into the
suitable soil of the B horizon. (NA 9.02)
12. Please indicate the number of bedrooms in the existing dwelling. This is needed to
ascertain if this project is to be viewed as new construction or art upgrade pursuant to
Title 5 of the Massachusetts Environmental Code.
Please feel free to contact the office with any questions you may have. We look forward to
working with you to obtain a replacement septic system which will be in compliance with all
regulations and assure protection of public health and the environment of North Andover.
Sincerely,,,,
Zr','n I a�ZGr�arse
Health Inspector
cc: Homeowner
CD&S Dir.
File
SEPTIC PLAN SUBMITTALS
LOCATION: 7 0 C9 AV, �I2-1�C Map &Parcel
NEW PLANS: Y $225.00/Plan Check#: 2
REVISED PLANS: YES $ 60.00/Plan Check#:
SITE EVALUATION FORMS INCLUDED: YES NO
LOCAL UPGRADE FORM INCLUDED: YES NO
DATE: I a1 J 7 y DATE TO CONSULTANT:
DESIGN ENGINEER: ly��w' 1=-+�����-� Telephone#: 6L-Z'0 (nZ-'
.y; VXe CA k r�>
When the submission is complete (including check),date stamp plans, COPY for
Conservation, and place in existing file with green Design Approval form.
7
NEW ENGLAND ENGINEERING SERVICES
INC
October 17,2003
North Andover Board of Health
27 Charles Street
�'T
North Andover, MA 01845
4"
Re: 70 Oafs Drive,North Andover, Septic system design
A
Dear Sir or Madam:
Enclosed are the following documents concerning the above referenced property.
1. 5 copies of septic system design plans, one with an original stamp.
2. Application for approval.
3. Soil evaluator sheets.
4. Check to cover the approval fee.
If you have any comments or questions please do not hesitate to contact this office.
Sincerely,
2,
Benjamin C. Osgood, IT
President
.....................
60 BEECI IWOOD DRIVE-NORTH ANDOVER, MA 01845..(978)686-1768-(888)359-7645- FAX(978)685-1099
................ .........................................................
FORM 11 - SOIL EVALUATOR FORM
Page 1 of 3
No. �h� �— Date:
Commonwealth of ]Massachusetts
MO. Massachusetts
Soil Suitabilitv Assessment for On-site Sewage Disposal
Performed By: .__. ........ . _._............... .... .� .... Date.
Witnessed By: All(/C:
_ _ . .........._........._.......
Loaiion Address or Ov.•ccr's Nisnc, /���jJ`a �7,/ OT
Lot I Address,/A/0• Tcphonc/
pew construction O� Repair ❑
_Office Review
Published Soil Survey Available: No ❑ Yes
Year Published �����........... Publication Scale�� .. Soil Map Unit
Drainage Class � 4477—....-. Soil Limitations 17
Surficial Geologic Report Available: No ® Yes ❑
Year Published Publication Scale
Geologic Material (Map Unit) .............................................................. __._.......... ... _ ._.
Landform ...................................................................... ............. ._.............. .... ..__
Flood Insurance Rate Map:
Above 500 year flood boundary No ❑Yes
Within 500 year flood boundary No ❑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): Month
Range :Above Normal ®Normal ❑Belcw Normal ❑
Other References Reviewed: ---.—.---
DEP APPROVED FOR.N4- 12/07/95
FORM 11 SOIL EVALUATOR FORM
Page 2of3
Location Address or Lot No.
On-site Review
a
Deep Hole Number / Date: r/3 Timer Weather/P
Location (identify on site plan) - LiLicT
Land Use�� /17f�L Slope M Surface Stones 7ZZ--AW
Vegetation
Landform
Position on landscape
Distances from:
Open Water Body �/� feet Drainage way feet
Possible Wet Area 2� feet Property Line feet
Drinking Water Welt�� feet Other -
DEEP OBSERVATION-HOLE LOG*
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency.
Gravel)
Z-5 /
i
Parent Material (geologic) !?% �r�� DepthtoBedrock: q�
Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face:
Estimated Seasonal High Ground Water;
DEP APPROVED FORM• 12107195
FORM 11 SOIL EVALUATOR 1 OPM
Pagc ? of 3
Location Address or Lot Igo. 0
On-site Review
9
Deep Hole Number 2 Date: ./ Time: WeatIn er�� ! ��
Location (identif on site plan)
Land Use Slope (%) Surface Stones
Vegetation
Landform Al '" �
Position on landscape
Distances from:
Open Water Body feet Drainage way27ez�c-- feet
Possible Wet Area 2� feet Property Line _ S feet
Drinking Water Well� feet Other
DEEP OBSERVATION HOLE LOG*
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Cons stencti, tc
Gravel)
y 4/
IV;9
MINIMUM-07-2-HOTES-111-0=TTTVM'7-PROPOSED DISPOSAL AREA
Parent Material (geologic) �/'��'�D7`/ �G��` 'L' DepthtoBedrock:
Depth to Groundwater: Standing Water in the Hole: / Weeping from Pit Face:
Estimated Seasonal High Ground Water:
DEP APPROVED FORM • 12107/95
FORM 11 SOIL EVALUATOR 110101
Page ? of 3
Location Address or Lot i�o. /6-117 ���
On-site-Review
0
Deep Hole Number Date: . � Time: 2b WeatherA�_
Location (identify on site plan) -- -
Land Use Slope (%) Surface Stones
Vegetation
Landform my i �N
Position on landscape
Distances from:
open Water Body� feet Drainage way Zd� feet
Possible Wet Area feet Property Line & feet
/
Drinking Water Welt��� feet Other .
DEEP OBSERVATION HOLE LOG'
Depth from Soil Horizon Soil Texture Soil Color Soil Other I
Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones,G alders, Consistency, '/a
IX—
/a_
vC4
i
I
Parent Material (geologic) —1 ����� ^—! %T/ Depthto8edrock: z2t --
Depth to Groundwater: Standing Water in the Hole: — Weeping from Pit Face:
�Q 4
Estimated Seasonal High Ground Water:
DEP APPROVED FORt,1• 12/07/95
FORM 11 - SOIL EVALUATOR 1,'0101
Page 2 of 3
Location Address or Lot No.
On-site Review
O
Deep Hole Number % Date,. ! / Time: (? ZA Weather��� �z
Location (identify on site plan) LET
Land Use �� '�`? L Slope (%)� Surface Stones 7 �
Vegetation Gr�' � � - -
L a n d f o r m ®Gi`�
Position on landscape
Distances from:
Open Water Body feet Drainage way Z feet
Possible Wet Area Z� feet Property Line feet
Drinking Water Well7/3—C> feet Other
DEEP OBSERVATION HOLE LOG`
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Consistency. `c
Grayel)
✓ �e
r l /
/O r I
��-
�iX,1r
MINIMUM 017-� HOITS REQUIRED AT EVERY PROPOSED DISPOSAL TRU�
i
r �_ �?� °
Parent Material (geologic) �- C DepthtoBedrock:
S
Depth to Groundwater: Standing Water in the Hole: — Weeping from Pit Face:
Estimated Seasonal High Ground Water;
DEP APPROVED FOW• 12/07/95
FORM 11 - SOIL EVALUATOR 1;01\'1t
Page 2 of 3
Location Address or Lot i�o. -�J �
On-site Review
Deep Hole Number Date: / Time;/51 Weathe /X
C7
Location (identify on site olan)��
Land Use Slope (%) l Surface Stones
Vegetation
Landform �
Position on landscape
Distances from:
Open Water Body feet Drainage way 2�d feet
Possible Wet Area feet Property Line feet
Drinking Water Well feet Other
DEEP OBSERVATION HOLE LOG*
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface (Inches) (USDA) (Munsell) Mottling (Structure, Stones, Boulders, Cons siency. Sc
Gravel)
i
3� IVA
ter- 76 LS sJ7 , ��rc�
MINIMUMOF 2 HOLES ITEQUIRED A I EVERY PR=D DISPOSAL AREA
i�T c
i
Parent Material (geologic) / G?70�� DepthtoBedrock:
Depth to Groundwater; Standing Water in the Hole: — Weeping from Pit Face:
Estimated Seasonal High Ground Water: 44
DEP APPROVED F0101• 11/07195
FORM II - SOIL EVALUATOR FORNI
Page 3 of 3
Location Address or Lot No.
Determination for Seasonal High Water Table
Method Used:
❑ Depth observed standing in observation hole . ... inches
❑ Depth weeping from side of observation hole ... inches „
IT Depth to soil mottles ._.. inchesZ
❑ Ground water adjustment ................... feet 41 "
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 al areas
observed throughout the area proposed for the soil absorption system? �
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that on �°/9 (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 required training, expertise and experience
described in 310 CMR 15.017.
9
Si natur �l Date
DEP APPROVED FORM- 12107/95
@ NORTM
TOWN OF NORTH ANDOVER
BOARD OF HEALTH
27 CHARLES STREET
NORTH ANDOVER,MASSACHUSETTS 01845
n�+'1iEU YPy 5
ACHU
FRANCIS P. MACMILLAN,M.D. Telephone(978) 688-9540
CHAIRMAN FAX(978)688-9542
Sandra Starr,R.S., C.H.O.
Public Health Director
June 27, 2003
RE: 70 Oakes Drive
North Andover,MA
To Whom It May Concern:
This letter certifies that the garbage grinder at the site noted above has been removed as
requested by the North Andover Board of Health and the septic tank has been inspected. The
Title 5 inspection determination can pass from a"conditionally pass" to a"pass". For further
information on the septic system, please reference the Title 5 inspection report.
Sincerely,
Sandra Starr
Public Health Director
Cc: File
Town of .North Andover ZtORT/q
p��YyEO
Office of the Conservation Department o=
Community Development and Services Division
Health Department
27 Charles Street C
Sandra Starr P ( )978
North Andover,Massachusetts 01845 Telephone 688-9540
Health Director Fax(978)688-9542
ORDER LETTER
June 10, 2003
Thomas and Debra Ann Witt
70 Oakes Drive
North Andover,MA 01845
RE: Garbage disposal
Dear Mr. and Mrs. Witt:
Paul Cardone of Septic Compliance,Inc. recently submitted a Title V Inspection Report
to this Department. The inspection Report indicated that your dwelling has a garbage
grinder/disposal. Please be aware that your septic system was not designed for and is
not adequately sized for the use of a garbage disposal. This will result in the
destruction of your leaching field, the failing of your septic system and very costly
repairs.
You are hereby requested to immediately remove the garbage disposal. Please call this
Department as soon as the garbage disposal is removed. Failure to remove the garbage
disposal may result in additional action by the Board of Health. You have the right to
request a hearing before the Board of Health if you feel this request should be modified
or withdrawn. A request for said hearing must be made in writing and received by the
Health Department within seven (7) days from the receipt of this letter.
If you have any questions,please feel free to call the Health Department Monday-
Friday between 8:30 and 4:30 at 978-688-9540. Thank you for your anticipated and
appreciated cooperation.
S ely,
Brian J. LaGrasse
Health Inspector
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
cc: Board of Health
File