HomeMy WebLinkAboutCorrespondence - 158 FOREST STREET 11/3/1995 Town of North Andover, Massachusetts Form No.a
a v4ORTH BOARD OF HEALTH
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DESIGN APPROVAL FOR
S3AC"USES SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant '� 'Yl- '�i Test No.
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Site Location ��.`�S
Reference Plans and Specs -a �r� � s c ��� 7
ENGINEER DESIGN DATE
Permission is granted for an individual soil absorption sewage disposal system to be installed
in accordance with regulations of Board of Health.
CHAIRMAN,BOARD OF HEALTH
Fee ( � Site System Permit No. e' �
Town of North Andover, Massachusetts F°"""°•s
°f AORTH 1 BOARD OF HEALTH '...
FO F
DISPOSAL WORKS CONSTRUCTION PERMIT
SACHUSE
Applicant
NAME ADDRESS TELEPHONE
Site Location
: Permission is hereby granted to Construct or Repair ( ) an Individual Soil Absorption
Sewage Disposal System as shown on the Design Approval S.S. No. /W
CHAIRMAN 110ARD OF HEALTH
Fee �� D.W.C. No.
APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT
DATE: -,' :° ` CURRENT INSTALLER'S LICENSE#
LOCATION:
LICENSED INSTALLER.: ....
SIGNATURE: „ ` �,,,,, TELEPHONE#
CHECK ONE:
REPAIR: NEW CONSTRUCTION; w-
IF NEW CONSTUCTION, PLEASE ATTACH FOUNDATION AS-BUILT.
Administrative Use Only U
$75.00 Fee Attached? Yes 1 ,u �`� No
Foundation As-Built? Yes ";- �°'° No
Approval Date:
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ENVIRONMENTAL
COMPLIANCE
CO RPORATION
CERTIFICATE OF DISPOSAL/RECYCLING
Manifest # ; L)ff �°.. :1..20`ry
This is to certify that the material received from your facility
has been managed at Environmental Compliance Corporation (ECC) or
another licensed facility which has been approved by ECC in
accordance with all applicable federal , state , and local laws,
statutes , and regulations .
Recyclable material has been blended for use in accordance with
all applicable federal , state , and local statutes , laws and
regulations at ECC , a licensed facility .
All materials consolidated at ECC and subsequently shipped to
another licensed facility for treatment and disposal , shall be
identified as being generated by ECC .
ECG shall indemnify the generator from any claims as result of
damage to any property, contamination of , or adverse effects on
the environment , any violation of governmental laws, regulations,
or orders, caused by treatment and disposal of the material
specified on this manifest .
Wa�� Descric� i on Trea+ �Pnt1D7 s 1 os� 1 Method Fac; 1 ; tv
Combustible Liquids ECC
Oils n . o . s . 4418 Canton St .
NA 1270 Stoughton , MA
MA 97/98 02072
Authorized by :
)(� ,r Date
Wanda M . Kopoych
Administrative/Compliance
Coordinator
Regional Customer Service 1-800-982-0153
441R Canton Street 8 Stoughton ® MA 02072 617-297-3530
106 Main Street -,south Portland ME 04106 207-799-7337
COMMONWEALTH OF NIASSALHUSi=I l0 FOR IN-S A-iE i*Ai
DEPARTMENT OF ENVIRONMENTAL PROTECTION OIL ONLY
DIVISION OF HAZARDOUS WASTE INSTATE OR HWPNO
One Winter Street
t Boston, Massachusetts 02105
Please print or type.(Form designed for use on elite(12-pitch)typewriter.) Manifest 2.Page 1 Information in the shaded areas
1.Generator US EPA ID No. Dmentpo
UNIFORM HAZARDOUS I- � �ocu 1 v of � is not required by Federal law.
WASTE MANIFEST A StateManifestDocumentNumber 3
3.Generator's Name and Mailing Address /�1.( �0
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7.Transporter 2 Company
Name 8. US EPA ID Number E.jgtato Trans.iD
10. US EPA ID Number � � � � � I I
�j 9.Designated Facility Name and Site Are i r^r F.Transporter's Phone( ) O
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G.State Facility's ID _ R �
00 5 ';_ "- 2.5 / I H.Facility's Phone ? V
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rd 12.Containers 13. 14.
Total Unit Waste No. ..
� 11.US DOT Description(including Proper Shipping Name,Hazard Class,and lD Number) No Type
Quantity Wt/Vol
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CL 16.GENERATOR'S CERTIFICATION:I hereby declare that the contents of this consignment are fully and accurately described above hi
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proper shipping name and are classified,packed,marked,and labeled,and are in all respects in proper condition for transport by highway
® according to applicable international and national government regulations.
f If 1 am a large quantity generator,1 certify that I.have a program in place to reduce the volume and toxicity of waste generated to the degree I have determined to be economically practicable
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C and that I have selected the practicable method a treatment,storage,or disposal currently available to me which minimizes the present and future threat to human health and the environ-
v menl;OR,if I am a small quantity generator,I have made a good faith effort to minimize my waste generation and select the best waste management method that is available me and Date
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can afford. Year
E Month Day
E Sig re I 5
PrintedlTyped Name
Date
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' of T 17.Transporter 1 Acknowledgement of Receipt of Materials _ Month pay Tear
t'. R Signature , ILI
: ca A Pri ted/Typed Name J i
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� Signature
T Printed/Typed Name
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19.Discrepancy Indication Space
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L 20.Facility Owner or Operator:Certification of receipt of hazardous materials covered by this manifest except as noted in Item 1'. Date
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Farm Approved OMB No.2050-0039,Expires 9-30-96
EPA Form 3700-22 (Rev.9-94) Previous editions are obsolete.
I COPY>1 :_ FACILITY MAILS TO GENERATOR
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KJHM.t'.N. lye
(rev. 9/90)
����� (tlsslitutx�llittr�tl#I� .d�;�I�t�,��r1ju.�>�i2g
Department :of Oublic Safety
Division of Fire Prevent#on and Regulation
APPUCATION FOh PERMIT, AND PERMIT, Pon 1TEMOVAL AND TRANSPORTATION TO APPROVED TANK YARD
FDID# C?dl 0 Permit , bate
l�fo . Ar4 0OL)e
G1y, Town aa.a :. c ► 1 � 4o h . a . i .
MO SAFE NUMBER
Fee Paid,. $
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�'� � ��,�✓'S stag •clot` ,. •
In accordance with the proviel.onfi of Chaptak' i4, 80' ' Seo. ' 38A; M.O.L. ,
527 C R 9 oo application in heroby made by'!'7�� '+';'►� G .�riy C
Street Address & city or T ri �cb' 32ir -�rSI,
signature of applicants
Applicants name printed:� .' '-�. � • . .
For permigsioti to remove and trttnsport one Undergraiu id storage. tank from.
owner. Agu-,0 /�V46m– , _ $treat Midi-98.81 616frC-97-7
Firm transporting waste:
Hazardous waste manifest 49V75 t77
Approved tank yard t SCfC/-4 lib .: rc�gA-
Tank yard Address: `^�o =
Type of inert gas s - t hL tank i t '
Tank capacity: 5-- . _ Substancayiast 'storedl .Z. FkEL
Date of issue: 193rY. ' bate ct. expira ions
Signature/Title of officer grahl.ing permits
lISl F"— KEEP ORIGINAL AS APPLICATION .4Nn JSStIP NIPI Ir-eTIC es JPMIT
.Y'Yo
PEI CE TANK CLEANING, INC.
Tel.: 894-0251
BOX 327
WALTHAM, MA 02254 894-0252,
CUSTOMERS ORDER NO. DATE
it
SOLDTO
f i 6 -pp7��7TTtf}��++[yc ✓C 1 r '�y t r2y�ty� '�,r i .a 3,.�� (fY Y.. 'k�1 �f � f ^5
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_ } Sl,; { _' i. S ) Y �.4b ;7. '� Jk't` � 1 1.� � 11 „ , :•5,- .
0 S ock Road `
Andover, MA 01810
TERMS: NET CASH
forservices rendered November 15, 1996 at the buildin
11/15/9G
site located at 153 Forest Street, North Andover,
in the removal -of- a 275 gallon tanIc which was `later-� i - -
- 8 - - ct
and cleaned, on our premises and subsequently disposed of 300.00
Price to include cost of ,Fire Permit and disposal
of sludge removed and reported to the Commonwealth of
MA on hazardous Waste Manifest #14AJ202090 �
ENCLOSURES
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April 11, 1996 Nrvw.,u.
Sandy Starr, R.S.
North Andover Board of Health
146 Main Street
North Andover, MA 01845
Re: 158 Forest Street, Robert Janusz
Dear Sandy;
We are in receipt of your letter dated April 3, 1996 regarding the above-referenced
design. You do realize that this lot currently has a dwelling, well, and cesspool (within
30 feet of the wetland) and that Bob Janusz is going to build a new house for his son who
lives in the family homestead, and upgrade the lot to new regulations.
We met with you on January 30, 1996 and left the meeting with the understanding that
this lot was to be designed on 110 gallon/bedroom/day. Find attached our previous
design on 165 gallon/bedroom/day. I would not have redesigned it if I felt the original
was what you wanted. Please realize that the bed design is much less intrusive on the lot
and will require less regrading and tree clearing. I see no reason to overdesign it. Find
attached past plans and correspondence for your reference and a revised plan with perc
elevations. Primary is 4' from reserve. The design is based on a perc rate of 15 minutes
per inch and on current soil evaluation criteria. Existing peres were 4 and 11
minutes/inch respectively. Also realize that 3 feet of sand fill is required under the
system because of the SHWT found. Please advise, as Bob wants to being construction.
I will ask Bob Janusz to drop off a check for $60.00.
Sincerely,
THOMAS E. NEVE ASSOCIATES, INC.
Thomas Neve, PE, PLS
President, CEO
Attachments
cc: Bob Janusz TEN(ebc-Torn\305.doc
ENGINEERS @ a LAND SURVEYORS LAND USE PLANNERS a
447 Old Boston Road U.S. f-OUte 8d1 Topsfield, MA 01983
(508) 887-8586 FAX (508) 887-3480
Town of North Andover f NORTH
'i
OFFICE OF ��o`t. o ,yo L
COMMUNITY DEVELOPMENT SERVICES A
146 Main Street
North Andover, Massachusetts 01845 �,94oq,�eo'op'S�y
SSACHUSE
April 3, 1996
Mr. Thomas Neve
447 Old Boston Road
Top sfield, MA 01983
Re: Lot #158 Forest Street
Dear Tom:
This is to inform you that the proposed plans for the site referenced above have been
disapproved for the following reasons:
1. Insufficient soil tests in system.
2. Elevations of peres tests not present.
3. Septic tank not 25 feet to foundation.
4. Leaching area not 3 5 feet to foundation,
5. Designed for less than 660 GPD.
6. Reserve not 4 feet from primary.
In addition, since this is a new design, the full review fee of sixty(60) dollars is required.
If you have any questions, please do not hesitate to call the Board of Health Office at the
number below.
Sincerely,
C
Sandra Starr, R.S.,
Health Administrator
SS/cjp
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
F NORTH ANDOVER BOARD OF HEALTH
fC' DESIGN REVIEW REPORT
FEE: � � PERMIT # 7�9 DATE RECEIVED
APPLICANT '-130 3 Z-2,AZ)w - MAP 'b PARCEL )
ADDRESS LOT ✓J—
STREETm'.e
ADDRESS
PLAN DATE / REV. DATE
CONDITIONS OF APPROVAL
APPROVED DISAPPROVED
REASONS FOR DISAPPROVAL:
l"5 /A)
.. �
3.
/ .
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PLAN REVIEW CHECKLIST
ADDRESS „ . /4 ., � , "," ... " ENGINEER ✓ �'> ° 1...
GENERAL
3 COPIES STAMP LOCUS fi'...' NORTH ARROW SCALE
CONTOURS ""��
PROFILE ����"�°" SECTIONS BENCHMARK `� �� �'' SOIL &
PERCS ELEVATIONS , °" " WETS . DISCLAIMER � WELLS & WETS ---
WATERSHED?_41L DRIVEWAY "" (Elev) WATER LINE FDN DRAIN..-i"f
SCH40 '' TESTS CURRENT? " " " SOIL EVAL
SEPTIC TANK
MIN 1500G L111 . 17 INVERT DROP "" GARB. GRINDER (+200 o EDF")
25 ' TO CELLAR MANHOLE ELEV GW # COMPS.
D-HOAX
SIZE # LINES FIRST 2 ' LEVEL STATEMENT
INLET .. ,. � - OUTLET (2" OR . 17 FT) TEE REQ'D? 1.J
LEACHING
MIN 660 GPD? RESERVE AREAL,"� 4 ' FROM PRIMARY. 20 SLOPE
100 ' TO WETLANDS "' 100 ' TO WELLS 4 ' TO S ,H.GW � " (5 ' >2M/IN)
35 TO FND & INTRCPTR DRAINS ./ 325 '
TO SURFACE H2O SUPP
4 ' PERM. SOIL BELOW FACILITY ,°° "" MIN 12" COVER -°"" FILL? (-2' °'
if above natural elev; 101if below) BREAKOUT MET?
TRENCHES
MIN 660 gpd SLOPE (min .005 or 611/100 ' ) °"' SIDEWALL DIST. 3X EFF.
W OR D (MIN 61 ) "` RESERVE BETWEEN TRENCHES? /""' IN FILL?/"""
BE 10 ' MIN. 411 PEA STONE? t," VENT? r. (>3 ' COVER; LINES >501 )
BOT / + SIDE -
� �C�w� X LDNG � C� - TOT
(L x W x #) (DxLx2x#) (G/ft2)
Copyright D 1995. by S.L. Starr '..
THOMAS E. NEVE ASSOCIATES, INC.
Engineers o Land Surveyors o Land Use Planners
447 Boston Street US #1
TOPSHELD, MASSACHUSETTS 01983
DATE JOB NO.
(508) 887-8586
FAX (ltd ) 887-3480 ATTENTION
TO A,r a � d RE:
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11 Ix Jf
WE ARE SENDING YOU Attached ❑ Under separate cover via df �` the following items:
> V, m
❑ Shop drawings ,Prints ❑ 'Plans S ples ❑ Specifications
�-
❑ Copy of letter ❑ Change order ❑
b n„rp ”
COPIES DATE NO. DESCRIPTION
t t ! r� d .
a m
THESE ARE TRANSMITTED as checked below:
❑ For approval ❑ Approved as submitted Resubmit copies for approval
• For your use ❑ Approved as noted ❑ Submit copies for distribution
• As requested ❑ Returned for corrections ❑ Return corrected prints
❑ For review and comment ❑
❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS ` a -r gJw t
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COPY TO
RECYCLED M�
4 Contents:40%Pre C u ons ner-10%Post-Consumer SIGNED:
If enclosures are not as noted,kindly notify-Os at once. `"
PLAN REVIEW CHECKLIST
T
ADDRESS —161-
ENGINEER_ jlfiI6
GENERAL
3 COPIES STAMPS to` LOCUS NORTH ARROW(_.--""""" SCALE
CONTOURS PROFILEtt,� SECTION_] BENCHMARK N1 SOIL &
PERCS -ELEVATIONS jc� WETS . DISCLAIMER.> WELLS & WETS
DRIVEWAY 'CElev) W
WATERSHED?,A�l ATER LINE FDN DRAIN-
SCH40 EST CURRENT? SOIL EVAL '7
SEPTIC TANK
MIN 150OG . 17 INVERT DROP GARB. GRINDER
_Z 1_(+200% ELF)
251 TO CELLAR MANHOLE ELE V GW # COMPS .
D-BOX
SIZE # LINES FIRST 2 ' LEVEL STATEMENT
5,
OUTLET 6
INLE�F (211 OR . 17 FT) TEE REQ 'D? Itl
LEACHING
FROM PRIMARY? ''L` 2% SLOPE
MIN 660 GPDO. -I RESERVE AREA ��,,�, '�
1001 TO WETLANDS 100 ' TO WELLS ,E" 41 TO S .H.GW-L4-11-----,` (51 >2M/IN)
"All,
351 TO FND & INTRCPTR DRAINS, 3251 TO SURFACE H2O SUPP ",---'-
4*1 PERM. SOIL BELOW FACILITYA �f- MIN 1211 COVER FILL?
if above natural elev; 101if below) BREAKOUT MET?
TRENCHES
MIN 660 gpd SLOPE (min . 005 or 6"/100 ' ) t-' SIDEWALL DIST. 3X EFF.
W OR D (MIN RESERVE BETWEEN TRENCHES? �.�...IN F I L "'MUST
BE 10 ' MIN. 4 PEA STONE? VENT?
(>3 ' COVER; LINES >50 ' )
BOT + SIDE X LDNG TOT
(L x W x #) (DxLx2x#) (G/ft2)
Copyright Q 1995 by S.L. Starr
Town of North Andover o E AoRTH
OFFICE OF 3�
COMMUNITY DEVELOPMENT AND SERVICES � p
i Sq •°
146 Main Street
North Andover, Massachusetts 01845 9SSACHU5��
(508) 688-9533
December 7, 1995
Mr. Thomas Neve
Neve Associates
447 Old Boston Road
Topsfield, MA 01983
Re: Lot #158 Forest Street
This is to inform you that the proposed plans for the site
referenced above have been disapproved for the following reasons:
�) Benchmark not within 75 feet of system (310 CMR 15. 2209) .
v2) Who is soil evaluator?
3) Leaching area less than 35 feet to foundation drain.
4) System less than 100 feet to wetlands according to NACC.
5) Please update fill requirement note to reflect current
regulation. (see enclosed)
-�:A7)) Please add assessor map and parcel numbers (N.A. 6. 02a) .
Are there any wells, including old unused ones within 125
feet of the system? (N.A. 6. 02n)
If you have any questions, please do not hesitate to call the Board
of Health Office at the number below.
Sincerely,
Sandra Starr, R.S.
Health Administrator
SS/cj p
BOARD OF APPEALS 688-9541 B=ING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
Julie Parrino D.Robert Nicetta Michael Howard Sandra Starr Kathleen Bradley Colwell
PLAN REVIEW CHECKLIST
ADDRESS —ENGINEER
GENERAL
3 COPIES STAMP " LOCUS f NORTH ARROW SCALE
CONTOURS PROFILE SECTION BENCHMARK SOIL &
PERCS ELEVATIONS WETS . DISCLAIMER WELLS & WETS
WATERSHED? DRIVEWAY (---"'('Elev) WATER LINE FDN DRAIN
SCH40 L,---` TESTS CURRENT? SOIL EVAL
SEPTIC TANK
MIN 150OG . 17 INVERT DROP GARB . GRINDER II�--) (+200% EDF)
25 ' TO CELLAR MANHOLE ELEV GW # COMPS .
D-BOX
SIZE LINES j FIRST 21 LEVEL STATEMENT
INLET OUTLET (2" OR . 17 FT) TEE REQ ' D?-z1/L)
LEACHING
MIN 660 GPD?_LRESERVE AREA 41 FROM PRIMARY?
2% SLOPE
100 ' TO WETLANDS 100 ' TO W ELLS 41 TO S . H . GW (51 >2M/IN)
351 TO FND & INTRCPTR DRAINS , , 325 ' TO SURFACE H2O SUPP
4 ' PERM. SOIL BELOW FACILITY ;`a MIN 12" COVER FILL?""' (251
if above natural elev; 10 ' if below) BREAKOUT MET?
TRENCHES
MIN 660 gpd SLOPE (min . 005 or 611/ 1001 ) SIDEWALL DIST. 3X EFF.
W OR D (MIN 61 ) RESERVE BETWEEN TRENCHES? IN FILL? MUST
BE 101 MIN . 411 PEA STONE? VENT? (>31 COVER; LINES >501 )
BOT + SIDE X LDNG = TOT
(L x W x (DxLx2x7—) (—G/ ft2)
Copyright 1 1995 by S.L. Starr
PITS
MIN 660 LEACHING MIN I (13 'x16 ' ) PIT_ MANHOLE/PTT
GW MIN 4 ' BELOW BOTTOM EXC 23c EFF W OR D 12"-48" STONE
BOT + SIDE x LOAD = TOTAL
(L x W x #) (2)c(L+W)xD X #) (G/ft2)
CHAMBERS
MIN 660 LEACHING GW MIN 4" BELOW COVER >3 FT - VENT
MANHOLES 12"-48" STONE SPLASH PADS SLOPE . 005
BED/TRENCH (Bed max. 60 ' X 601 ) MIN 13 ' X 16 ' PIT
BOT + SIDE X LOAD_= TOTAL
(L x W x ) (2 x (L+W)xD x #) (G/f't2)
FIELDS
MIN 660 GPD .,"'w 900 ft2 BED `� GW MIN 4 ' BELOW BOTTOM OF FIELD
PIPE ENDS ,JOINED? w 4" PEA STONE? w - DIST LINE SLOPE .005?
>3 ' COVER-VENT , `Z V SCH 40 MIN 1.211 COVER
RATE L�-JA,I LDG :' X 660 = �, %y X = TOTAL
G/ft2 REQ'D (ft2) LXW
DOSING TANKS AND PUMPS
DIMENSIONS X X - PUMP CAPACITY gpm
L W D Vol .
DISCI°iARGE SIZE DISCHARGE RATE DISCHARGE TIME
gpm
MANHOLES TO GRADE ALARM SEP . CIRC. GW—(Min. 1 ' below
inlet) HWL LWL CHECK VALVE BLEEDER HOLE MANUAL
OP. SWITCH
Copyright 0 1995 by S.L. Starr
NORTH ANDOVER BOARD OF HEALTH
DESIGN REVIEW REPORT
FEE: '` PERMIT $
gym" DATE RECEIVED Ida
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APPLICANT MAP PARCEL
ADDRESS LOT #
ENG. A215416--,, .,.� STREET
ADDRESS 447 J> a 12�.
PLAN DATE , " ra ' ° REV. DATE
CONDITIONS OF APPROVAL
APPROVED DISAPPROVED "
REASONS FOR DISAPPROVAL:
L:
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Town of North Andover of NORTH
t .o �ti
OFFICE OF
COMMUNITY DEVELOPMENT AND SERVICES 0 A
146 Main Street
North Andover, Massachusetts 01845 �SSACHUS`��
(508) 688-9533
December 7 , 1995
Mr. Thomas Neve
Neve Associates
447 Old Boston Road
Topsfield, MA 01983
Re: Lot #158 Forest Street
This is to inform you that the proposed plans for the site
referenced above have been disapproved for the following reasons:
1) Benchmark not within 75 feet of system (310 CMR 15. 2209) .
2) Who is soil evaluator?
3) Leaching area less than 35 feet to foundation drain.
4) System less than 100 feet to wetlands according to NACC.
5) Please update fill requirement note to reflect current
regulation. (see enclosed)
6) Please add assessor map and parcel numbers (N.A. 6. 02a) .
7) Are there any wells, including old unused ones within 125
feet of the system? (N.A. 6. 02n)
If you have any questions, please do not hesitate to call the Board
of Health Office at the number below.
Sincerely,
Sandra Starr, R.S.
Health Administrator
SS/cjp
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
Julie Parrino D.Robert Nicetta Michael Howard Sandra Starr Kathleen Bradley Colwell
4
15. 255: construction in Fill
(3) Fill ,matefial for systems-, constructed in' 'fill shall
consist of select on-site or imported soil material-
,
free from organic mutter and other deleterious 8ubstanc
Mixtures and layers of different classes of soil shall no
used. The fill material shall have a percolation rate bet
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ADDRESS:
AGE OF WELL: WELL DRILLER:
WELL PERMIT#: WELL LOCATION:
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WELL PER vET DATE: DEPTH OF WEL
TYPE OF WELL: a.. DRILLED b. DUG e. 'SOWN
TYPE OF WATER BEARING ROCK.:
WATER ANALYSIS DATE: HIG 'MANGANESE: Y N
HIGH IRON: Y D Ne OTHER CON T ANTS: /Y N
WELL DATABASE
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AGE OF WELL: WELL DRILLER:
WELL PERWTT#: WELL LOCATION: ,d
WELL PERMIT DATE: DEPTH 0 F LL:
TYPE OF WELL: a.. DRILLED b. DUG c. UNKNOWN
TYPE OF WATER BEARING ROCK:
WATER ANALYSIS DATE: HIGH MANGANESE: Y N
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