HomeMy WebLinkAboutMiscellaneous - 145 FOREST STREET 4/30/2018 145 FOREST STREET t
�' 210/106.A-0178-0000.0
MAP #, -- LOT
PARCEL # ----------_--_-- STREET.... ...
C.ON.STRUCTION... APPROVAL.
HAS PLAN REVIEW FEE BEEN PAID? YES NU
PLAN APPROVAL: DATEv�
--.� z------- ANP. BY
DESIGNER: --,,-'-", 0 hrl� /�S�'�'L --�-- PLAN Df-I I . ,/ �9 _......._.....
CONDITIONS
WATER SUPPLY: TOWN WELL
WELL PERMIT DRILLER
WELL TESTS: CHEMICAL DA I E 1`11 PRUVEU
BAC:I ERIA I DII I E tII PRUVED 81DlgZ
BACTERIA II DRI E APPROVED
CONI7IENTS:
/M�NGANES�� sfJiv�i �R�� �riGN . Al&e b RLMb.uy
FORM U APPROVAL: APPROVAL IU ISSUE �YLSNU
DATE ISSUED_ 7 l � _----- ....BY-----� .._.........
CONDITIONS:
FINAL APPROVAL:
ALL PERi"1ITS PAID YES 110 I
WELL CONSTRUCTION APPROVfL YES t•IU
SEPTIC SYSTEM CONSTRUCTION flPPRUVfIL YES hll)
01-HER YEAS t lU
ANY VARIANCE NEEDED YES NU
FINAL BOARD OF HEALTH APPROVAL:
',it .• «ir;L:'
SEPTIC_ S-YSIE(`t_INSTALLA. IQ.N
�> _
r IS THE INSTALLER LICENSED? YES NO
r
. I•j1!1
.� �� .!tl ;; ' t� .•' TYPE OF CONSTRUCTION: REPAIR
NEW CONSTRUCTION: CERTIFIED PLOT PLAN REVIEW YES 140
CONDITIONS OF APPROVAL YES NO
(FROM FORM U)
ISSUANCE OF DWC RERMIT YES NO
1,
DWC PERMIT NO. —
� INSTALLER __._._.
� „•'i'` '• ''+` BEGIN INSPECTION �NO
EXCAVATION . INSPECTION: NEEDED:
ro
PASSED 'BY ---'------- -- -- —
.
fi '� •?lir '� _,i.,'.': l
CONSTRUCTION I NSPECTION NEEDED:s _...........
.----_---..__...__..___
a[i¢rM ' _
' •el;,!';,I' 111 �• r` � -_.—_...__.—_.—._"___.. _._—..--_-__..__-- .—
'� ' AS BUILT PLAN SATISFACTORY: YES:
APPROVAL TO BACKFILL: DATE:—_p�13d l q�_._BY—
FINAL GRADING APPROVAL: DATE
DATE: .BY
FINAL CONSTRUCTION APPROVAL:
N\F LOT 25A
205.00'
37.15' N\F LOT 24A
LOT 26A 03�i
\ m
49.58'
204.24'
N\F LOT 27A
co
P
W
UL
a.
j .
9
a
i�
117.49,
TEMPORARY CONST.ESMT. Si
136.43'
5LOPf 2�QU//FiFU4FNT FOREST S T.
(150) X = 150 - = . .... ... ... . . . ..... ...... .
DES/CSN ELElV.4T/ON AT.. .. ... . .(TOP OF 570NE)
EX/5T/N EMWT�ON 47 .. ... .. _
zFjIFl/.4T/ON.5
f
DENS !N AS BUILT
,45 451112 T
/N1 P/PE OUT 01`1100E / S$. 30 /5 9.0 7
INV. G/PE INTO T4M' /s 7.gp /$g�2 SU� -SU�F,4C'E D/SPOS�1�
/NV. F/PE OUT OF TANK 5YSTEM
INV PIPE INTO D. BOX / S-7,SV 157,Beq
/ V P P �N
N / E OUT OF D. BOX AINVEND OF P/PE /�® dpoae- )J
FOR
w4TE2 EL EV,4 T/ON �i L L�,�-� /.:�i4 02..e. T��
,4 VE2,46E STONE ,SC.4L E �� r DATE.-
,06-PTH ,4T ReO55
/voTE.' 7-1116 PLAN is Ivor ,4 wQ,e2QN7-Y ClIRISTIQ NSEN SER G/ , IAIC
OF THE SYSTEM BUT Q k1,6-121F1"7-1ON 1&0 WMMER 5T/3,55T RAVERRILL,MASS.
Of THE LOCATION OF TWE Ea'/ST/NQ
ST�2UCTU2ES.
Town of North Andover, Massachusetts Form No.3
Ot NORTAI BOARD OF HEALTH )
',..o 9 Z
F 9
*�'�+::.e•:�"`�# DISPOSAL WORKS CONSTRUCTION PERMIT
• ,SSACMUSEt .
�r
Applicant Ul.,
NAME ADDRESS TELEPHONE
Site Location (,�A 1
Permission is hereby granted to Construct ( or Repair ( ) an Individual Soil Absorption
Sewage Disposal System as shown on the Design Approval S.S. No.
{ CHAIRMAN,BOARD OF HEALTH
� dCn a
Fee D.W.C. No.
MUM Wfl
TOWN OF NORTH ANDOVER
120 Main Street
North Andover, MA. 01845
685-4775
NORT1r
� � P
t •
SSACMUst�
August 5 , 1986
Mr. Charles Foster, Building Inspector
Town Office Building
North Andover, MA 01845
Re: Lots 24A, 26A, 27A, 28A Forest Street
Dear Mr. Foster:
Per the North Andover Conservation Commission' s Order of
Conditions for wetland crossings on lots 24A, 26A, 27A and 28A
Forest Street,common driveways were requested to minimize
wetland filling.
Prior to the issuance of any foundation or building permits ,
Forbes Realty must receive Special Permit approval from the
Planning Board under Section 2. 30 . 1 Common Driveways.
Your cooperation in this matter is appreciated.
Sincerely,
PLANNING BOARD
Erich W. Nitzsche, Chairman
EWN:nrs
Enclosure
cc: NACC
Board of Health ,
Christiansen Engineering
Forbes Realty Trust
t j,rcti� +•.
fin
t• '=j �: ZMEFile No. 242-349
,per (To be provided by OEQQ
',.•�' \ North Andover
tM'r.t tf+•• Commonwealth cityrrown
of Massachusetts Forbes Realt}� TrL
Applicant
r
�Ar t���rl.,'.e k • •
',' •:' Order of Conditions
�f Massachusetts Wetlands Protection Act
G`L. c. 131, §40
r4'w' ' and under the Town- of North Andover Bylaw, Chapter 3.5 A & B
North Andover Conse•r_vation Commission
Fro
FORBES REALTY TRUST .
FORBES REALTY TRUST
To 401 AndQve���r,-P r
Applicant) (Ns no of property owner)
t. � (Name of APP )
Same
North};+2E North Andover, Mass . Address
..;, Address
$ This Order!s issued and delivered as follows:
q. (date)
1 `v O ,by hand delivery to applicant or representative on
by certified mail,return receipt requested on .lune 20, 1 9$6 (date)
Lots 24-28 Forest Street North Andover, MA
o.,
This project is located a
"r The property is recorded at the Registry of Northern Essex
r
Book
1882 Page 206•
p',;,•.Y.,.
Certificate(if registered)
;J
J_•,•
The Notice of Intent for this project was filed on April 2 3, 19 8 6 (date)'
June 4 1986 (date)
The public hearing was closed on
7: '
Findings
The North Andover Conservation Comm. _has reviewed the above-referenced Notice of
Intent and plans and has held a public hearing on the project. Based or *the information available to the
NAC . _at this time, the NACC
has determined that
3 the area on which the proposed work is to be done is,significant to the following Interests In accordance with
; ,. ..�
the Presumptions of Significance set forth in the regulations for each Area Subject to Protection Under the
Act(check as appropriate):
i
.. Public water supply ($ Storm damage prevention
i tl_,i•;
Prevention of pollution
Private water supply
Groundwater supply O Land containing shellfish
rf trot 0 Fisheries
. fjf Flood con
- 3
' ORDER OF CONDITIONS 24-28 Forest Street- DEQE #242-349
y
12. The work shall conform to the following plans and additional
;. conditions :
a. Notice of Intent submitted by Forbes Realty Trust
prepared by Christiansen Engineering Inc. , dated
April 1986 revised June 1986 Fifty-Three (53) Sheets .
r. b. Plan entitled "Overall Site Plan of Land in North Andover,
` r4}x MA. of Lots 24-28" Prepared by Christiansen Engineering
Inc. , dated April 22, 1986. One (1) Sheet.
C. Letter from Christiansen Engineering Inc. , to NACC
dated May 21, 1986. One (1) sheet.
d. Untitled overall Plan of Salem/Forest Street Lots .
Undated and Not Label6d.
` Y'3'',• e. Plan entitled "Alternative 3 Overall Site Plan of
Land in North Andover, MA of Lots 24-28" prepared for
Forbes Realty Trust. (Dated incorrectly) April 22 , 1986.
i. �yv;`
One (1) sheet.
f. Plans as part of Wetland Evaluation and Replacement Plan
' .;.. by Christiansen Engineering Inc. , Three (3) sheets .
Undated. Labeled Figures 1,2, and 3.
-, , g. Subsurface DisposAl System for Henneth Hyde by Christiansen
Engineering dated April 1 and April 8, 1986 Seven (�)
Sheets
} .` h. Letter from Forbes Realty to NACC dated 5/19/86.
,r
i. Letter from NACC to Forbes Realty dated 5/20 /86.
Letter from John Simmons , Planning Board, to NACC
` 11k'-�.:1_'`'" dated 5/12/86.
13. The .driveways shall be redesigned to use two common driveways
_4..� from'Forest Street. Plans shall be submitted to the NACC for
` k ••'` review and approval prior to construction.
A
14. Prior to any construction on the site the offsite drainage
wl
from Area 6 shall be resolved to the satisfaction of the NACC
� and Highway Surveyor, i.e. , the culvert under Salem Street
shall be opened or replaced, or the extent of flooding on the
upstream' side delineated if it is to remain Mocked.
_ r
PLAN REVIEW CHECKLIST
ADDRESS A,6,,V 2�6- 1-ez5l� ENGINEER
GENERAL
3 COPIES STAMP LOCUS L-` SCALE CONTOURS
PROFILE �� SECTION BENCHMARK ELEVATIONS SOIL
& PERC INFO �/` WETS. DISCLAIMER ,�,-� WELLS & WETI ANDS Well d t5S -, ?
WATERSHED DISTRICT DRIVEWAY-t---- WATER LINE DRAINS
RESERVE AREA (/ SCH40 t/ SLOPE
SEPTIC TANK /
MIN 1500G. y . 17 INVERT DROP GARB. GRINDER_') (+200% EDF)
25' TO CELLAR !/ MANHOLE TO GRADE ELEV GW
D-sox - ReX, q ho/e .7
# OUTLETS_3 FIRST 2' LEVEL STATEMENT INLET 157,50 -
OUTLET 1,5733 (2" OR . 17 FT)
LEACHING
100' TO WETLANDS 100' TO WELLS 325' TO SURFACE H2O SUPP
35' TO FND & INTRCPTR DRAINS 4' TO S.H.GW 4--` 2% SLOPE
4' PERM. SOIL BELOW FACILITY MIN 12" COVER FILL? (25' if
above natural elevation; 101if below)
, TRENCHES
MIN 660 FT2 SLOPE (min . 005 or 6"/1001 ) >3' COVER? - VENT
SIDEWALL DIST. 2X EFF. W OR D .(MIN 61 ) L-- IS RESERVE BETWEEN
TRENCHES? E5 IN FILL? ✓ MUST BE 10' MIN. 2---
BOT X LDNG + SIDE X LDNG = TOT
(L x W x #) (G/ft2) (DxLx2x#)
FORM U
TOWN OF NORTH ANDOVER
LOT RELEASE FORM
SUBDIVISION
ASSESSORS MAP LQ( 1
SUBDIVISION LOT(S) 26
PERMANENT ADDRESS ASSIGNED BY D.P.W.
STREET
APPLICANT ]/�.9 /�2 2e7 PHONE 8 1�Z3
DATE OF APPLICATION Z
TOWN USE BELOW THIS LINE
PLANNI G BOARD
DATE APPROVED
TOO"PEARkK DATE REJECTED
CONSE VATION COMMISSION
1 A A as �- DATE APPROVED JZ-
CONSERVATION
-CON ERVATION ADMIN. DATE REJECTED
BOARD OF HEALTH
DATE APPROVI;u
HEALTH SANITARIAN DATE REJECTED
DEPARTMENT OF PUBLIC WORKS
DRIVEWAY PERMIT
SEWER/WATER CONNECTIONS
FIRE DEPT.
RECEIVED BY BUILDING INSPECTION
DATE
This form shall be signed by the agents of the Planning and Ilealth Boards ,
the Conservation Commission prior to the issuance of any building pennl.ts
for the subject lot. This form sliall not releive the applicant from the
compliance of any applicable Town requirement or Bylaw.
Y
0 L-
COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
TITLE 5
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM
PART A
CERTIFICATION
Property Address: Fo R E sT ST.
Owner's Name: SIMONR c1iA2\
Owner's Address: i LA.� t-o 2 EsT' S;-t.
N . A^92yE2
Date of Inspection: b 1 t ci J o t
Name of Inspector:(please print) G c cLv^, C Os cocci -U'2.
Company Name: 04f•- 2tNG-
Mailing Address• (v R Ee C.}1 w o� D2,wE
Telephone Number. ct7 8-
CERTIFICATION STATEMENT
I certify that I have personally inspected{the sewage disposal system at this address and that the information reported
below is true,accurate and complete 4,of the time of the inspection.The inspection was performed based ori my
training and Werience.in the proper,futiction and maintenance of on site sewage disposal systems.I am a DEP
.approved system inspector pursuant to Section 15.340 of Tide 5(310 CMR 15.000). The system:
---*'Passes.
Conditionally Passes
Needs Further Evaluation by the Local Approving Authority
Fails
Inspector's Signature: Date: / ceo
The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or
DEP)within 30 days of completing this inspection.If the system is a shared system or has a design flow of 10,000
gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the
DEP.The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving
authority.
Notes and Comments
****This report only describes conditions at the time of inspection and under the conditions of use at that
time.This inspection does not address how the system will perform in the future under the same or different
conditions of use.
77,
Page 2 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
PROPERTY ADDRESS:145 Forest Street CERTIFICATION(continued)
North Andover,MA
OWNER Simona Chari
DATE OF INSPECTION: 6/19/01
Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D
A. System Passes:
I have not found any information which indicates that any of the failure criteria described in 310 CMR
15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below.
Comments: .�
B. System Conditionally Passes:
One or more system components as described in the"Conditional Pass"section need to be replaced or
-repaired.The system,upon'oompletibn of the replacement or repair,as approved by'the Board of Health,will pass.
lAriswer yes,no or not determined(Y,N,ND)in the for the following statements.If"not determined"please
explain.
The septic tank is metal.and over 20 years old*or the septic tank(whether metal or not)is structurally
;;unsound,exhibitssubstantial.infiltration.or eicfiltration or tank failure is imminent.System will pass inspection if the
,`existing tank is replaced with a complying septic tank as approved by the Board of Health.
*A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance
indicating that the tank is less than 20 years old is available.
ND explain:
Observation of sewage backup or break out or,high static water level in the distribution box due to broken or
obstructed pipe(s)or due to a broken,settled or uneven distribution box.System will pass inspection if(with
approval of Board of Health):
broken pipe(s)are replaced
obstruction is removed
distribution box is leveled or replaced
ND explain:
The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will
pass inspection if(with approval of the Board of Health):
broken pipe(s)are replaced
obstruction is removed
ND explain:
Page 3 of 11 {
J C
OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
PROPERTY ADDRESS: 145 Forest Street CERTIFICATION(continued)
North Andover,MA
OWNER Simona Chari
DATE OF INSPECTION: 6/19/01
C. Further Evaluation is Required by the Board of Health:
Conditions exist which require finther evaluation by the Board of Health in order to determa if the system
it failing to protect public health,safety or the environment.
1. System will pass unless Board of Health determines in accordance with 310 15.303(1)(b)that the
stem is not functioning in a manner which will protect public health,sa and the environment:
r
_11 s7pool or privy is within 50 feet of a surface water
_
Cesspool or privy is within 50 feet of a bordering vegetated dor a salt marsh
.. 2. System will fail`-unless theard of Health(and blic Water Supplier,if any)determines that the
system is:functioning-in a manner`t�►at protects the ublic health,safety and environment:
The system hasa septic tank ana'spil a/*rption system(SAS)and the SAS is within 100 feet of a
surface water supply or tributary to a sur water supply.
The system;has a septic tank ar}d'SAS and the SAS is within a Zone 1 of a public water supply.
_ The system:ha&a septic
/tank and SAS and the SAS�i\thin 50 feet of a private water supply well.
The system ha&ais tank and SAS and the SAS is lean 100 feet but 50 feet or more from a
private water supply%ye 1**.Method used to determine distance
**This system passes if the well water analysis,performed at a DEP ceit' ed laboratory,for coliform
bacteria and volatile organic compounds indicates that the well is free from llution from that facility and
the presence"of ammonia nitrogen and nitrate nitrogen is equal to or less than pm,provided that no other
failure criteria are triggered.A copy of the analysis must be attached to this fo
3. Other:
Page 4 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
PROPERTY ADDRESS: 145 Forest Street
North Andover,MA
OWNER Simona Chari
DATE OF INSPECTION: 6/19/01
D. System Failure Criteria applicable to all systems:
You must indicate`yes"or`Sno"to each of the following for all inspections:
Yes No
X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool
X Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or
clogged SAS or cesspool ,:
X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or
cesspool
N Liquid depth in cesspool is less than 6"below invert or available volume is less than''/z day flow
�( Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number
of times pumped
X Any portion of the SAS,cesspool or privy is below high ground water elevation.
Y Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface
water supply.
X Any portion of a cesspool or privy is within a Zone 1 of a public well.
Any portion of a cesspool or privy is within 50 feet of a private water supply well.
-f Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water
supply well with no acceptable water quality analysis. [This system passes if the well water analysis,
performed;at a DEP certified laboratory,for coliform bacteria and volatile organic compounds
indicates:that the well is free from pollution.from that facility and the presence of ammonia
ukrogen;and nitrate nitrogen;is equal to,or less than 5 ppm,provided that no,other failure criteria
are triggered.A copy of the analysis must be attached to this form.]
N t�(Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as
described in 310 CMR 15.303,therefore the system fails.The system owner should contact the Board of
Health to determine what will be necessary to correct the failure.
E. Large Systems:
gTpo�be c idered a large system the system must serve a facility with a design ff f 109000 gpd to 15,000
You must indicate eit�fi' "or"no"to each of the following:
(The following criteria apply to a systems in addition to the c ri ' above)
yes no
the system is within 400 feet of a surfs g water supply
_
the system is within 200 f a tributary to a drinking water supply
the system is 1 in a nitrogen sensitive area(Interim We Protection Area—IWPA)or a mapped
Zone II of lic water supply well
If yo�eZction
red"yes"to any question in Section E the system is considered a significant threat,or answered
"yesabove the large system has failed.The owner or operator of any large system considered a
si ificant at under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR
15.304.The system owner should contact the appropriate regional office of the Department.
Page 5 of 11 r
4!
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS '
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM :. y
PART B =• `, '
CHECKLIST *'Y
'ROPERTY ADDRESS: 145 Forest Street.
North Andover,MA
OWNER Simona Chari
DATE OF INSPECTION: 6/19/01 ,
t• +
Check if the following have been done.You must indicate"yes"or"no"as to each of the following:
Yes No
_ Pumping information was provided by the owner,occupant,or Board of Health
Were any of the system components pumped out in the previous two weeks?
_ Has the system received normal flows in the previous two week period?
Have large volumes of water been introduced to the system recently or as part of this inspection?
✓ Were as built plans of the system obtained and examined?(If they were not available note as N/A)
Was the facility or dwelling inspected for signs of sewage back up?
Was the site inspected for signs of break out?
✓_ Were all system components,excluding the SAS,located on site?
Were the septic tank manholes uncovered,opened,and the interior of the tank inspected for the condition
of the baffles:6r:tees,material of construction,dimensions,depth of liquid,depth of-sludge and depth of scum?
Was the facility owner(and occupants if different from owner)provided with information on the proper
maintenance of subsurface sewage disposal systems?
The size and location of the Soil Absorption System(SAS)on the site has been determined based on:
Yes no
Existing information.For example,a plan at the Board of Health.
_ Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance
is unacceptable)[3 10 CMR 15.302(3)(b)]
7`Y
Page 6 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
PROPERTY ADDRESS: 145 Forest Street SYSTEM INFORMATION
North Andover,MA
OWNER Simona Chari
DATE OF INSPECTION: 6/19/01
FLOW CONDITIONS
RESIDENTIAL u
Number of bedrooms(design): !_ Number of bedrooms(actual):
DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms):
Number of current residents: Z
Does residence have a garbage grinder(yes or no):NO
Is laundryon a separate sewage system(yes or no):nJ O [if yes separate inspection required]
Laundry system inspected(yes or no):=
Seasonal use:(yes or no): /gyp
Water meter readings,if available(last 2 years usage(gpd)): Lk3 Fr_t^
Sump pump(yes or no):AD
Last date of occupancy: C r-c rcr
CONEMIERCIAIJMUSTRIAL
Type of establishment:
Design flow(based on 310 CMR 15.203): gpd
Basis of design flow(seats/persons/sgft,etc.):
Grease trapi present(yes or no):
Industrial waste holding tank present(yes or no):
Non-sanitary waste discharged to the Title 5 system(yes or no):
Water meter readings,if available:
Last date of occupancy/use:
OTHER(describe):
GENERAL..INFORMATION
Pumping Records
Source of information: I o�1 q G s EA 2 i a P2E��a:S lTL E 5
Was system pumped as part of the inspection(yes or no): AjD
If yes,volume pumped: pallons—How was quantity pumped determined?
Reason for pumping:
TYPE OF SYSTEM
Septic tank,distribution box,soil absorption system
_Single cesspool
_Overflow cesspool
_Privy
_Shared system(yes or no)(if yes,attach previous inspection records,if any)
_
Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be
obtained from system owner)
_Tight tank _Attach a copy of the DEP approval
—Other(describe):
Approximate age of all components,date installed(if known)and source of information:
�+5 &ii-T )flit o 101 ;QQIQA
Were sewage odors detected when arriving at the site(yes or no):AO
4 d.
Page 7 of 11 *"'
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
PROPERTY ADDRESS: 145 Forest Street
North Andover,MA
OWNER Simona Chari
DATE OF INSPECTION: 6/19/01
BUILDING SEWER(locate on site plan)
Depth below grade:
Materials of construction:_cast iron V40 PVC_other(explain):
Distance from private water supply well or suction line: 30'
Comments(on condition of joints,venting,evidence of leakage,etc.):
aRIPE 4.19E p1Cw 9A,�;EM.El�9 i
SEPTIC TANK:_(locate on site plan)
Depth below grade: to
Material of construction: ✓concrete metal_fiberglass__polyethylene
_9ther(explain)
3 :tank is metal list age:_ Is age:confirmed by a Certificate of Compliance(yes or no):-(attach a copy of
certificate)
Dimensions: 15 0o C:-A i-L.oxjS
Sludge
Distance from top of sludge to bottom of outlet tee or baffle: 39`
Scum thickness: 9 ' _
Distance from top of scum to top of outlet tee or baffle:
Distance from,bottom of scum to bottom of outlet tee or baffle: ` _
How were dimensions determined: M C A 5 o R e +<
Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels
as related to outlet invert,evidence of leakage,etc.):
-TAW It-, C0t..) T %AJ c-,;-) CJN O 116U
GREASE TRAP: IV 4ocate on site plan)
Depth below grade:_
Material of construction: concrete metal_fiberglass___polyethylene_other
(explain):
Dimensions:
Scum thiclmess:
Distance from top of scum to top of outlet tee or baffle:
Distance from bottom of scum to bottom of outlet tee or baffle:
Date of last pumping-
Comments
umpingComments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels
as related to outlet invert,evidence of leakage,etc.):
e y'
Page 8 of I I
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS _
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM '�
PART C
SYSTEM INFORMATION(continued) ,
PROPERTY ADDRESS: 145 Forest Street
North Andover,MA
OWNER Simona Chari
DATE OF INSPECTION: 6/19/ol
TIGHT or HOLDING TANK:AIP, (tank must be pumped at time of inspection)(locate on site plan)
Depth below grade:
Material of construction: concrete metal fiberglass_polyethylene other(explain):
Dimensions:
Capacity: Qallons
Design Flow: gallons/day
Alarm present(yes or no):
Alarm level: Alarm in working order(yes or no):
Date of last pumping:
Comments(condition of alarm and float switches,etc.):
DISTRIBUTION BOX: (if present must be opened)(locate on site plan)
Depth of liquid level above outlet invert: b"
Comments.(note:Tbox is level-and;distribution to outlets equal,any evidence of solids carryover,any evidence of'
leakage into or out of box,etc.):
of 2.
PUMP CHAMBER: 1�(locate on site plan)
Pumps in working order(yes or no):
Alarms in working order(yes or no):
Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.):
l ♦ f �
Page 9 of 11
R fy
S yy
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS t
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM ti
PART C `'f
SYSTEM INFORMATION(continued) :'=
PROPERTY ADDRESS:145 Forest Street ;' '
North Andover,MA '`
OWNER Simona Chari "
DATE OF INSPECTION: 6/19/01
SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,excavation not required)
If SAS not located explain why:
Type
leaching pits,number:_
leaching chambers,number:
leaching galleries,number:
leaching trenches,number,length: t-,-5',)L— T n,C- ?QQ4-t S
leaching fields,number,dimensions:
overflow cesspool,number:
innovativelalternative system Type/name of technology:
Comments(note condition of soil,signs of hydraulicfailure,level of ponding,damp soil,condition.of vegetation,
etc.):
2E A O r -5 Y- TE M t—g-4:-u_5 dao 2 MAL— N O TtC N o 1 N 1, -P AAA P
ca Q N 'i1�i10N'
CESSPOOLS:Mff_(cesspool must be pumped as part of inspectionxlocate on site plan)
Number and configuration:
Depth—top of liquid to inlet invert:
Depth of solids layer:
Depth of scum layer:
Dimensions of cesspool:
Materials of construction:
Indication of groundwater inflow(yes or no):
Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.):
PRIVY:M(locate on site plan)
Materials of construction:
Dimensions:
Depth of solids:
Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.):
I n A �
Page 10 of 11
v,
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C �.
SYSTEM INFORMATION(continued)
PROPERTY ADDRESS: 145 Forest Street
North Andover,MA
OWNER Simona Chari
DATE OF INSPECTION: 6/19/01
SKETCH OF SEWAGE DISPOSAL SYSTEM
Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or
benchmarks.Locate all wells within 100 feet.Locate where public water supply enters the building.
'.`3c
r�N
9�
0
}-1ou7�
Nk
�3 'h
;�.d4
Y
Page 11 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
PROPERTY ADDRESS: 145 Forest Street SYSTEM INFORMATION(continued)
North Andover,MA
OWNER Simona Chari
DATE OF INSPECTION: 6/19/01
SITE EXAM
Slope
Surface water
Check cellar
Shallow wells
Estimated depth to ground water`�t`t�`r feet
Please indicate(check)all methods used to determine the high ground water elevation: ~
Obtained from system design plans on record-If checked,date of design plan reviewed:
Observed site(abutting property/observation hole within 150 feet of SAS)
Checked with local Board of Health-explain:
Checked with local excavators,installers-(attach documentation)
Accessed USGS database-explain:
You must describe how you established the high ground water elevation:
SG} "42.5 % D"C AM w PITErl 41' 5'61 IA./ C O4tJ15N Sr- I L
2A S r Sj�7 5 L-o P r 5 DC> AJ�✓ ib w��A N D i egty FEt T �w v4
T�w�' 1 5 (o' !-o...,E Z 'T"t-(►�N s;jstr ►�1.
NEW ENGLAND ENGINEERING SERVICES
INC
October 10, 1997
North Andover Board of Health
Town Hall Annex
School Street
North Andover, MA 01845
RE: TITLE V REPORT 145 Forest Street.
Enclosed is the Title V report for 145 Forest Street,North Andover, MA. The system passes our
inspection.
If there are any questions please call me at my office, 686-1768.
Yours truly,
lenjam:C. Osgood Jr., E.I.T.
President
33 WALKER RD. - SUITE 22 - NORTH ANDOVER, MA 01845 - (508) 686-1768
�,�� ��y
CO's IAONXXTALTH OF MASSACHUSETTS
�y EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
ONE WINTER STREET. BOSTON. 111A 02108 61:•292-5500
WILL1A*if WELD TRUDY COXE
Sccrcur%
Govcmo:
ARGEO PAUL CELLUCCI DAVID B.STRUHS
Lt.Govcmor SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM Commissioner
PART A
CERTIFICATION
Property Address: P'''I�OvpCP— Address of Owner:
Date of Inspection: �1��//y� (If different)
Name of Inspector: BENJAMIN C. OSGOOD JR. '
I am a DEP approved system inspector pursuant to Section 1S.340 of Title S (310 CMR 15.000)
Company Name: NEW ENGLAND ENGINEERING SERVICES, INC. l
Mailing Address: 33 WALKER ROAD, NORTH ANDOVER, MA 0 184 5
Telephone Number: 508-686-1768 i
CERTIFICATION STATEAENT
I cenify that i have personally inspected the sewage disposal system at this address and that the information reposed below is true. accurate
and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper funaron and
maintenance of on-site sewage disposal systems- The system:
_PLasses t
_ Condrtronalh Passes I
_ Needs Further [%alwtion By the Local Approving Authority
_ Fails
Inspector's Signature: Date: /6 /
The Svstem inspector shall bm;t a copv of this inspection report to the Approving Authority,within thirty (30)days of completing this
inspection_ If the system is a shared system or has a design flow of 10.000 gpd or greater, the inspector and the system owner shall submit
the report to the appropriate regional oifrce of the Department of Environmental Protection. The original should be sent to the system owner
and copies sent to the bgryer, if applicable. and the approving author;,)
INSPECTION SUMMARY: Checq B, C, or D: '
AI SYSTEM PASSES:
�I have not iound any information which indicates that the system viol.tes any of the failure crite:is u defi:te�! in 310 CN 15.303.
Any failure criteria not evaluated are indicated below.
COMMENTS:
BI SYSTEM CONDITIONALLY PASSES:
One or more system components as described in the -Conditional Pass" section need to be replaced or repaired. The system, upon
completion of the replacement or repair, as approved by the Board of Health, will pus.
Indicate yes, no, or not determined (Y. N.or ND). Describe basis of determination in all instances. If'not determined%explain why not.
The septic tank is metal, unless the owner or operator has provided the system inspector with a copy of a Certificate of
Compliance (attached) indicating (hat the tank was insulled within twenty(20) years prior to the date of the inspection; or
the septic tank, whether or not metal, is cracked. structurally unsound, shows substantial infiltration or exfiltration, or tank
failure is imminent. The system will pus inspection if the existing septic tank is replaced with a conforming septic tank
as approved by the Board of Health.
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM .
PART A
CERTIFICATION (continued)
Property Address: 117 f O e5
Owner:
/ s-4 / • /A9 Qo✓!l2
Owner: S�jrj�/l/ Toch
Date of Inspection: /D
Bj SYSTEM CONDITIONALLY PASSES(continued)
Sewage backup or breakout or high static water level observed in the distribution box is due to broken or obstructed
pipe(s)or due to a broken, settled or uneven distribution box. The system will pass inspection if(with approval of the
Board of Health;. Describe observations:
broken pipets) are replaced
obstruction is removed
distribution box is levelled or replaced
The system required pumping more than four times a year due to broken or obstructed pipe(s). The system will pass
inspection if(with approval of the Board of Health)
broken ptpe(s)Iare replaces
obstruction Is removed
t I
I
C) FURTHER EVALUATION IS REQUIRED BY THE BOARD OF HEALTH:
Conditions exist which require further evaluation by the Board of Health in order to determine if the system.is failing to protect the
public health. safety and the environment.
1) SYSTEM WILL PASS UNLESS BOARD OF HEALTH DETERMINES THAT THE SYSTEM IS NOT FUNCTIONING i1N A MANNER
WHICH WILL !r ROTECT THE PUBLIC HEALTH AND SAFETY AND THE ENVIRON 0ENT:
Cesspool or privy Is within 50 feet of a surface water
Cesspool or pr1.-�- is within 50 feet of a bordering vegetated wetland or a salt marsh.
2) SYSTEM WILL FAIL UNLESS THE BOARD aOF HEALTH (AND PUBLIC WATER SUPPLIER, IF APPROPRIATE) DETERMINES THAT
THE SYSTEM IS FUNCTIONING IN A MANNER THAT PROTECTS THE PUBLIC HEALTH AND SAFETY AND THE
ENVIRONMENT:
The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet to a surface water supply or
tributary to a suriace water supply. I
The system has a septic tank and'soil absorption system and the SAS is within a Zone I o(a public water supply well.
` _ The system has a septic tank and soil absorption system?and the SAS is within So feet of a private water supply well.
The system has a septic tank and soil absorption system and the SAS is less than 100 feet but SO feet or more from a
private water supply well. unless a well water analysis for coliform bacteria and volatile organic compounds indicates that
the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or
less than 5 ppm. Method used to determine distance (approximation not valid).
3) OTHER
(r.vi..d 04/2s/17) a.y. 2 of 10
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
,c CERTIFICATION (continued):
Property Address: /�5 tOe�S r S/. ��• r`BdP.e
Owner:
Date of Inspection:
DJ SYSTEM FAILS:
You must indicate either -Yes' or -No-as to each of the following:
I have determined that the system violates one or more of the following failure criteria as defined in 310 CMR 15.303. The basis
for this determination is identified below. The Board of Health should be contacted to determine what will be necessary to correct
the failure.
Yes No
Backup of sewage into facility or system component due to an overloaded or clogged SAS or cesspool.
— — Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or
cesspool
+ r
Static I+qu+d level in the distribution box above outlet rinvert due tolan overloaded or clogged SAS or cesspool_
— I — I
Liquid depth in cesspool is less than 6- below invert or available volume is less than 1/2 day flow,
— + — Required pumping more than 4 times in the last year MOT due to clogged or obstructed pipe(s)-
Number of times pumped _.
Ant ponion of the Soil Absorption Svstem, cesspool or privy is below the high groundwater elevation
Anv portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply.
t t
Any port+on of a cesspool or privy is within a Zone I of a public well
Am pon+on of a cesspool or privy is within 50 feet of a private water supply well
Anv portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no
acceptable water quality analysis. If the well has been analyzed to be acceptable, attach copy of well water analysis for +
col+iorm bactfria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen.
E] LARGE SYSTEM FAILS: I I
You must indtca>e either -Yes- or -No-as to each of the following:
+ The following criteria apply to large systems in addition to the criteria above:
The system serves a facility with a design flow of 10,000 gpd or greater (Large System) and the system is a significant threat to
public health and safety and the environment because one or more of the following conditions exist:
Yes No `
the system is within 460 feet of a surface drinking water supply
the system is within 200 feet of a tributary to a surface drinking water supply
_ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area-IWPA)or a mapped Zone 11 of a
public water supply well)
The owner or operator of any such system shall bring the system and facility into full compliance with the groundwater treatment program
requirements of 314 CMR 5.00 and 6.00. Please consult the local regional office of the Department for further information.
(r.via.d 04/35/97) rag. 3 of 10
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address:
Owner: S v s /1, QvC h ISG i•�ti
Date of Inspection:
/o // / 9 -7
Check if the following have been done: You must indicate either "Yei or-No- as to each-of the following:
Yes No
_ Pumping information was provided by the owner• occupant, or Board of Health.
None of the system components have been pumped for at least two weeks and the system has been receiving normal
flow rates during that period. Large volumes of water have not been introduced into the system recently or
as pan of this inspection! i
1 As built plans have been obtained and examined. Note if tlhey ares not availab;e with N/A.
i
The iacility or dwelling was inspected for signs of sewage back-up.
The system does not receive non-sanitary or industrial waste now.
The site was inspected for signs of breakout
All system components. excluding the Soil Absorption System, have been located on the site.
�. The septic tank manholets were uncovered, opened. and the interior of the septic tank was in1pected for condition of
baffles or tees. material of construction, dimensions, depth of liquid, depth of sludge, depth of scum.
t/ The size and location of the Soil Absorption System on the site has been determined based on:
The facility owner Land occupants, if diiferent from owners were provided with information on the proper maintenance of
Sub-Surface Disposal System.
_ Existing information. Ex.tPlan at B.O.H. I i
_ Determined in the field (d any of the failure criteria related 10 Part C is at issue, approximation of distance is
unacceptable) 11 5.302(31(b)) I
(r.v1••d Ol/7 S/17) Y.O. 4 of 10
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION-FORM
PART C
SYSTEM INFORMATION
Property Address: /,(/j -f—oe96 S�. /�• "T4 Uu✓e<,—
Owner: aac oc ,,.q /t/
Date of Inspection:
FLOW CONDITIONS
RESIDENTIAL:
Design flow: R.p.dJbedroom for S.A.S
Number of bedrooms:_
Number of current residents:
Garbage gror.der(yes or no?:�
Laundry connected to system (yes or no):
Seasonal use (yes or no):—dz
Water meter readings. if available (last two (2) year usage (gpd): GV/1 LL-
Sump Pump (yes or no):1(�
Last date of occupancq-:a��6/r/ I I `
I I
COMMERCIAUINDUSTRIAL:
Type of establishment:
Design f)ow: ' gallons/dav '
Grease trap present: (yes or no)_
Industrial Waste Holding Tank present: (ves or no)_
Non-sanitary• waste discharged to the Title 5 system Lyes or nol_
Water meter readings. if available
Las[ date of o•-cupanc-%
t ,
,
OTHER: (Describe!
Last date of occupancy.
GENERAL INFORMATION;
PUMPING RECORDS and source of information '
A/ot ,Q
System pumped as pan of inspection: (yes or no) k&S
If yes, volume pumped /S_�gallo�s T )
Reasop for pumping 1/lSOoc7Z, `or(. nQ
TYPEOFSYSTEM
Septic tank/distribution box/soil absorption system
Single cesspool
Oyerflow cesspool
Privy
Shared system(yes or no) (if yes. Ittach previous inspection records, if any)
VA Technology etc. Copy of up to date contract?
Other
APPROXIMATE AGE of all components, date installed (if known)and source of information: 5 t/B9�S L
Sewage odors detected when arriving at the site: (yes or no) &11
(revised 01/2S/27) sage 5 of 10
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: /y5 -rpjeeS f
Owner: S---o't 000h 4-c i.9 ry
Date of Inspection: /0 1110-2
BUILDING SEWER: /
(locate on site plan)
Depth below grade:
Material of construction: cast iron k"'40 PVC —other (explain)
Distance from ovate water supply well or suction lir�
Diameter
Comments: (condition of joints venting./evidence of leakage, etc.)
�A �T�04 f–'ovts�rT�,�ti
SEPTIC TANK:_
(locate on site plant
Depth below grade: 1p v!
Material of construction: P,"concrete _metal _Fiberglass _Polvethylene _other(explatn)
If tank is metal, list age _ Is age confirmed by Certificate of Compliance -(Yes/No)
Dimensions:
Sludge depth:
Distance from top of sludge to bonom'of outlet tee or baiflte:_�``
Scum thickness:_
Distance from top of scum to top of outlet tee or baffle.�_
Distance from bottom of scum to bonom of outlet tee or baffle: ��
How dimensions were determined:
Comments:
(recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, stru4tural
integrity, evidence of leakage, etc.) 7r-,9,,i k Z'S �� 674u0 -10 0� �`�-
I �-
GREASE TRAP:
(locate on site plan)
Depth below grade:
Material of construction: _concrete _metal _Fiberglass _Polyethylene —other(explain)
Dimensions:
Scum thickness:
Distance from top of scum to top of outlet tee or baffle:
Distance from bottom of scum to bonom of outlet tee or baffle:
Date of last pumping:
Comments:
(recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid leve) in relation to outlet invert, structural
integrity, evidence of leakage, etc.)
4 or 10
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
/ SYSTEM INFORMATION (continued)
Property Address: �`�S fvL/'��Sr Sf� /�/• �CYOIfQ/Ii
Owner: Sus I-Aj C 4 CC 11
Date of Inspection:
TIGHT OR HOLDING TANK: r'Tank must be pumped prior to,or at time, of inspection)
(locate on site plan)
Depth below grade:
Material of construction: _concrete _metal_Fiberglass _Polyethylene —other(explain)
Dimensions:
Capacm: gallons
Design f!o%� gallon/da.
Alarm level Alarm in wording order Yes. No
I I
Date of previous pumpsng:
Corpments:
(condition of inlet tee, condition of alarm and float switches, etc.) '
DISTRIBUTION BOX:_
(locate on site plani
Depth of liquid level above outlet inven 4
Comments:
(note ii level and distribution is equal, evidence of solids carryover evidence of leakage into or out of box, etc.)
:D —L OX �4 ilPe`f V-000 4ti;4
Q. �i`°•t
I I I
PUMP CHAMBER:_
(locate on site plan)
Pumps in working order: (Yes or Not
Alarms in working order(Yes or No)
Comments:
(note condition of pump chamber, condition of pumps and appurtenances, etc.)
(r.vi--d 0{/25/97) rag. 7 of 10
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: /V5 �0 00/1-Z's (S/t 101 �,COdF''r-_
Owner: _5�6,_< G Cove ti r¢c,`A/V
Date of Inspection: / O
SOIL ABSORPTION SYSTEM (SAS):_
(locate on site plan, if possible; excavation not required, but may be approximated by non-intrusive methods)
If not determined to be present. explain:
Type:
leaching pits- number:_
leaching chambers. number:_
leaching galleries. number:
leaching trenches. number,length: '
l ! leaching fields. number, dimensions: ! ! !
overflow cesspool. number:
Alternative system:
Name of Technology:
Comments:
(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.)
6
CESSPOOLS: _
(locate on site plan)
Number and configuration
Depth4op of liquid to inlet invert:
Depth_of solids layer: , t
Depth of scum layer:
Dimensions of cesspoo!:
Materials of construction:
Indication of groundwater:
inflow(cesspool must be pumped as pan of inspection) `
Comments:
(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.)
PRIVY:_
(locate on site plan)
Materials of construction: Dimensions:
Depth of solids:
Comments:
(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.)
(r.vi..d 04/25/97) P.O. 1 or 10
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
/ "SYSTEM INNFORMATION (continued)
Property Address: l�{� �a E°��f S�• �4"• /�'"'��'�
Owner: <",5 e-.,,
Date of Inspection:
SKETCH OF SEWAGE DISPOSAL SYSTEM:
include ties to at least two permanent references landmarks or benchmarks
locate all wells within 100' (locate where public water supply comes into house)
tip u- CZ LUN
�-
ADO
r�onl
I I I
t
i t
Dec-K
y8
oo
G(i t_
J ff.� Ic
[� L9d pt=
f
(r.vi..d 04/2S/97) a..._ o ..r 10
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Properly Address: /q:�, /—O east-
S�. 1v• OTS�Klvt�
Owner: v�
G "U
Date of Inspection:
,/ , �
Depth to Groundwater 7 Feet
Please indicate all the methods used to determine High Groundwater Elevation:
Obtained from Design Plans on record
Observation of Site (Abuning property observation hole. basement sump etc.)
Determine it from local conditions
Check .v!th !ora! Board of health
I I !
Checi. FEMA Maps
Check pumping records !
Check local excavators. installers
Use USGS Data — S C4 IV AI _ '
Describe your o"In .words ho%, you established the High Ground—ater Elevation.,(Must be completed)
J 2S R`lrLc le.� T/2rrE n G rZ drS/�!� 9 )v le r3-.t, (_a o w/t O"r Afi:Z 4
I l
(r. 1..d 04/75/,7) 9.9. 10 of 10
DATE yZ
Sheet Of r
BOARD OF HEALTH i
RSC D
TOWN OF NORTHANDOVERv� -
SUBSURFACE DISPOSAL DESIGN REVIEW
FEE_ PERMIT # `✓' Z-
APPLIC DATE RECEIVED
��LG --_-��
ANT r ASSESSOR'S MAP
ADDRESS PARCEL #
i1�- LOT # 710
ENGINEER 1ST%. ] < c�'/ STREET G6CL�7\
ADDRESS _t(e2
PLAN DATE REVISION DATE /Z� Z
CONDITIONS OF APPROVAL:
APPROVED
DISAPPROVED X
st1: k�i\ ' t � St �� s �t rola, S+6j t 0 i►��iw,�
i
C) 4� o F
DATE 4 Sheet
of /
BOARD OF HEALTH
TOWN OF NORTH ANDOVER
SUBSURFACE DISPOSAL DESIGN REVIEW
FEE_ PERMIT # 5 I Z DATE RECEIVED � 2 2
APPLICANT r ASSESSOR'S MAP
ADDRESS PARCEL #
LOT #
ENGINEER STREET
ADDRESS
PLAN DATE REVIS 3A ' Z
ION DATE
CONDI`.rIONS OF APPROVAL:
APPROVED
DISAPPROVED X
00 d,.z \1 i'Ew ,
�� � Eti-s�-t C-�.�T T� �c��n�s� -r(� T��ocL ��A�.A��.o►.� s
LOT
OF & CIF cvAi>t,&Q
J
�) "off fir. s G S ID �F�Ei� ovc�L rv-A. ,.pnL oFe S
�� t wel14 - o ae- vSe- > ! s 1 J to t ' �•J I
A)ME File No. 242-349
. (To be provided by DEOE)
City/Town North Andover
Commonwealth
_ of MassachusettsForbes Realtti u:
Applicant
Order of Conditions
Massachusetts Wetlands Protection Act
G.L. c. 131, §40
and under the Town of North Andover Bylaw, Chapter 3.5 A & B
Fro North Andover Conservation Commission
FORBES REALTY TRUST .
I. 401 Andave`r SrP� _ FORBES REALTY TRUST
(Name of Applicant) (Ns ne of property owner)
Address
North Andover, Mass. Address Same
This Orders Issued and delivered as follows:
.• • • • ❑ `by hand delivery to applicant or representative on (date)
❑ by certified mail,return receipt requested on June 20, 1986 (date)
Lots 24-28 Forest Street, North Andover, MA
This project is located a
i•
i
i
The property is recorded at the Registry of Northern Essex
Book 1882 Page 206'
Certificate(if registered)
{, The Notice of Intent for this project was filed on April 23, '19 8 6 (date)'
`
une 4 1986 (date)
The public hearing was closed on J
Findings
... The North Andover Conservation Comm. has reviewed the above-referenced Notice of
Intent and plans and has held a public hearing on the project. Based or 'the information available to the
' NACr at this time, the NACC has determined that
the area on which the proposed work is to be done is,significant to the ItIlowing Interests in accordance with
the Presumptions of Significance set forth in the regulations for each Avea Subject to Protection Under the
1. Act(check as appropriate):
.t j Public water supply Storm damage prirvention
Private water supply, JN Prevention of pollution'
E sO' Land containing shellfish
Ground water supply
' �l Flood control O Fisheries
1
2 - 242-349
24-28 .Forest Stree
Therefore. the NACC hereby finds that the following conditions aro
4.:
� necessary, in accordance,with the Performance Standards set forth in the regulations,to protect those inter-
ests checked above.The NACC orders that all work shall be performed
I in accordance with said conditions and with the Notice of Intent referenced above.To the extent that the fol-
lowing conditions modify or differ from the plans, specifications or other proposals submitted with the Notice
of Intent, the conditions shall control.
t,y •
General Conditions
f
rtx 1. Failure to comply wilts all'condi9+ons staled herein, and with all related statutes and other regulatory meas-
ures, shall be deemed cause to revoke or modify this;Order.
2. This Order does not grant any property rights or nny exclusive privileges; it docs not authorize any injury
to private property or invasion of private rights.
rt 3: This Order does not relieve the permittee or any other person of the necessity of complying with all
°, .. other applicable feddfal, state or local statutes, ordin;+Hees, by-laws or regulations. .
4. The work authorized hereunder shall be completed within three years from the date of this Order unless
either of the following apply:
(a) the work is a maintenance dredging project as provided for in the Act. or
(b) the time for completion has been extended to a specified date more than three years, but less than,
fiveyears, from the date of issuance and both that date and the special circumstances warranting
: the ertcndcd tune period arc set forth in this Order.
5. This Order may be extended by the issuing<authority for one or rnorc periods of up tpthree years each . .
upon applica lion to the issuing authority at least 30 days prior to the expiralion date of the Order.
`. 6. Any fill used in connection with this project shall be clean fill, containing no trash, refuse, rubbish or de-
bris,including but not limited to lumber, bricks, plaster,wire, lath, paper, cardboard, pipe, tires, ashes,
refrigerators, motor vehicles or parts of any of the foregoing.
7_ No work shall be undertaken until all administrative appeal periods.f(om this Order have elapsed or, if
- such an appeal has been filed, until all proceedings before the Department have been completed.
8. No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the Land
`i Court for the district in which the land is located,within thechain of title of the affected property. In the
case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name
of the owner of the land upon which the proposed work is to be done. In the case of registered land, I"•
Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which
''. the proposed work is to be done. The recording information shall be submitted to the NACC
on the form at the end of this Order prior to commencement of the work.
9. A sign shall be displayed at the site not less thin two square feet or more than three square feet in sizo
' bearing the words, "Massachusetts Department of Environmental Quality Engineering,
File Number 242— 349 ,
10.Where the Department of Environmental Duality Cis requested to make a determination and
to issue a Superseding Order, the Conservation Commission shall tic a party to all agency proceedings
I
and hearings before the Department.
11. Upon completion of the work described herein, the applicant shall forthwith request in writing that a
E
t. Certificate of Compliance be issued stating that the work has been satisfactorily completed.
12.The work shall conform to the following pinns and special conditions:
,I
... - 3 -
ORDER OF CONDITIONS 24-28 Forest Street DEQE #242-349
r�
12. The work shall conform to the following plans and additional
conditions :
a. Notice of Intent submitted by Forbes Realty Trust
prepared by Christiansen Engineering Inc. , dated
April -1986 revised June 1986 Fifty-Three (53) Sheets .
b. Plan entitled "Overall Site Plan of Land in North Andover,
MA. of Lots 24-28" Prepared by Christiansen Engineering
Inc. , dated April 22, 1986. One (1) Sheet.
y c. Letter from Christiansen Engineering Inc. , to NACC
dated May 21, 1986. One (1) sheet.
d. Untitled overall Plan of Salem/Forest Street Lots .
Undated and Not Labeled.
' e. Plan entitled "Alternative 3 Overall Site Plan of
Land in North Andover, MA of Lots 24-28" prepared for
Forbes Realty Trust. (Dated incorrectly) April 22 , 1986.
One (1) sheet.
f. Plans as part of Wetland Evaluation and Replacement Plan
by Christiansen Engineering Inc. , Three (3) sheets .
Undated. Labeled Figures 1,2, and 3.
R
g. Subsurface Disposal System for Henneth Hyde by Christiansen
Engineering dated April 1 and April 8, 1986 Seven (7)
Sheets
; h. Letter from Forbes Realty to NACC dated 5/19/86.
i. Letter from NACC to Forbes Realty dated 5/20 /86.
j . Letter from John Simmons , Planning Board, to NACC
dated 5/12/86.
,y 13. The driveways shall be redesigned to use two common driveways
from'Forest Street. Plans shall be submitted to the NACC for
review and approval prior to construction.
; ! 14. Prior to any construction on the site the offsite drainage
from Area 6 shall be resolved to the satisfaction of the NACC
and Highway Surveyor, i.e. , the culvert under Salem Street
shall be opened or replaced, or the extent of flooding on the
upstream' side delineated if it is to remain blocked.
6
1
j
4 -
ORDER OF CONDITIONS 24-28 Forest Street DEQE #242-349
15. Prior to any construction on the site, a filter fabric
r. fence or a double row of staked hay bales shall be. placed
between all construction areas and wetland areas . This
barrier shall be inspected and approved by the NACC prior
to start of construction. This row of hay bales shall
remain intact until all disturbed areas have been.mulched,-
seeded and stabilized to prevent erosion.
16. Upon completion of construction and grading, all areas shall
be stabilized permanently against erosion. This shall be
done either by sodding, mulching according to Soil Conserva-
tion Service standards , or by loaming and seeding. If the
latter course is chosen, stabilization will be considered
once the surface shows complete vegetative cover has been
achieved.
17. All construction work shall conform to the erosion control
plan and construction sequence/schedule noted Sections C and
D of the revised Notice of Intent.
t .
18. All erosion prevention and sedimentation protection measures
found necessary during construction by the North Andover
` Conservation Commission will be implemented at the directidn
of the NACC.
19. Any changes in the submitted plans , Notice of Intent, or
resulting from the aforementioned conditions must be sub-
mitted to the NACC for approval prior to implementation.
If the NACC finds, by majority vote, said changes to be
significant and/or deviate from the original plans , Notice
of Intent or this Order of Conditions to such an extent
that the interests of the Wetlands Protection Act cannot be
protected by this Order of Conditions and would best be
4 served by the issuance of additional conditions, then the
# NACC will call for another public hearing within 21 days ,
at the expense of the applicant, in order to take testimony
:. from all interested parties . Within 21 days of the close
'7 of said public hearing, the NACC will issue an amended or new
Order of Conditions .
20. Any errors found in the plans or information submitted by
the applicant shall be considered as changes and procedures
outlined. for changes shall be followed.
- 5 -
ORDER OF CONDITIONS 24-28 Forest Street DEQE #242-349
~ " 21. The provisions of this Order shall apply to and be binding
upon the applicant, its employees , and all successors and
assigns in interest or control.
22. In addition .to the requirements of Condition No. 11, the
applicant must submit a letter, from a professional engineer
certifying compliance with this Order of Conditions . Said
letter will certify, but not be limited to the following:
a. "As-Built" elevations of all drainage ways constructed
within 100 feet of any area subject to the Wetlands
Protection Act.
i•
t . b. "As-Built" elevations and grades of all filled or
altered Wetland Areas .
C. Distances to all structures and alterations within 100
feet of any areas subject to the Wetlands Protection
Act.
An "As-Built" topographic plan of all areas within the
jurisdiction- of the Wetlands Protection Act must be submitted
s when a Certificate of Compliance is requested.
23. Members of the NACC .shall have the right to enter upon and
inspect the premises to- evaluate compliance with this Order
of Conditions.
a 24. Accepted engineering and construction standards and procedures
shall be followed in the completion of the project.
25. Issuance of these conditions does not in any way imply or
certify that. the site or downstream areas will not be subject
to flooding, storm damage, or any other. form of damage due
to wetness .
26. Written progress reports on the construction activities at
the site shall be submitted to the NACC.
27. - A surety performance bond or letter of credit running to the
f Town of North Andover shall be provided in the amount- of
$12,000.00, which shall be in all respects satisfactory to
Town Counsel. and the North Andover Conservation Commission
and shall be posted with the Treasurer of the Town of North
Andover before commencement of work. Said bond or letter
of credit shall be conditioned on the completion of all
.<< Conditions hereof, shall be signed by a party or parties
satisfactory to the Conservation Commission and Town Counsel,
6 -
ORDER OF CONDITIONS 24-28 Forest Street DEQE #242-349
and shall be released after completion of the project,
provided that provision, satisfactory to the Commission,
has been made for performance of any conditions which
are of a continuing nature. This condition is issued under
the authority .of the Town of North Andover Wetlands Pro-
tection Bylaw.
.28. The NAC.0 shall be notified of any lot line or lot number
changes with a copy of a plan showing these changes , prior
to any construction act:i_v:i.Ly on these lots .
29. No utilities for these houses shall be constructed under
or through any wetlands on the site.
�y
s
y
i
i
tl
_ 7 _ DEQE #242-349
Lots 24-28 Forest Stree!
North -Andover Conservation commission
Issued By
t
natures)
i
i •
This Order must be signed by a majority of the Conservation Commission.
+ On this 18thday of June 19, 86 , before me
personally appeared Guillermo J Vicens to me known to be the
person described in and who executed the foregoing Instrument and acknowledged that he/she executed
tl
the same� Is/ tee act and deed. .--�
January 15 1993
`'• Notary Public Tracy A. Peter My commission expires
The appilwinf,the owner,any person aggrieved by this Order,nny owner of land abutting the land upon which the proposed work Is to
bed:na or any ten residents of the city or town in which such land Is located ore hereby notified of their right to request the Department
of Environmental Quality Engineering to Issue a Superseding Order,providing the request Is made by certified mail or hand delivery id"
' the Department within ton days from the date of Issuance of this Order.A copy of the(equos.l shall nl the same time be sent by certified
y
' mall M hand delivery to the Conservation Commission and the nppllcant.
1.
i
Commission
Detach on dotted line and submit to the North Andover Conservation prior to commencement'olwork.
�'`i.y .»....•»« . ...................««.».......................................................................................................................................................
».
Issuing Authority
Tr.
Forest Street4Lots 24-28) North
(� Please be advised that the Order of Conditions for the project e Andover
1 Flo Number het been recorded at tho Roplotry of — - J and
hbeen noted In the chain of title of the effected property In accordance with Goneral Condition a on
as • t 9
It recorded land, the Instrument number which Identifies this transection Is
' ,•.. r
It registered land,the doCUtnent nUtrlber which Identifies this transaction Is
Applicant.
•• Signlrture
e�- MUM WH
TOWN OF NORTH ANDOVER
120 Main Street
North Andover, MA. 01845
685-4775 LOT S
NORTH �/ 2�2 ,6 /
3r _- .•e OL
p T 57 ST 7 Zx V
:.t
SACNUS ''f
't 1 a'IJS 1
August 21 , 1986
L5sve—_ J>w(f P44A I- 13P,
Mr. Charles Foster 9Q55N 'r w4NC 1c)O7TMP—�6 5//YI TZP
Inspector of Buildings
Town Hall Building
120 Main STreet
North Andover, MA 01845
Re: Lots 24A, 25A, 26A, 27A, 28A Forest St. /Common Driveways
Dear Mr. Foster:
The Planning Board members spent some time at the August 18th
meeting discussing the proposed plan of Forbes Realty to construct
two common driveways off Forest Street to serve lots 24A, 25A,
26A, 27A and 28A. It is apparent that there is a difference of
opinion regarding the definition of what constitutes a "Common
Driveway" .
` Therefore, the Planning Board is placing the matter on the
September 8th agenda for further discussion at that meeting and
requesting all parties to be present.
In the interim we would anticipate that the representatives
from Forbes Realty will withhold application for building permits
and delay construction on all of these lots .
Sincerely,
PLANNING BOAR
Erich W. Nitzsche," Chairman
EWN:nrs
cc: Board of Health
Conservation Commission
Fire Dept.
Forbes Realty Trust
Christiansen Engineering
Highway Surveyor
Selectmen
� ,,a�, t P � �,NhfN6 BOQflO
DA3'aW� .N OT NOR 'CI1 ANDOVER
T,-1 ' . K AS SAC HUSETTS
� t
IiORTri .�.t,��;UV:�t
o�
JUL 9 2 12 ' '87 Mo
0 ."j'slidAbb� Any appeal shall be filed
D
.- within (20)days after the
date of filing of this Notice
In the Office of the Town
NOT--ICE OF DECISION Clerk.
Date. . June 290. 1987. . . . . . . . . . . . . .
Date of IIearing 416.4/27. .541.8.48.7.
Forbes ,
Petition of . . . . . . . . . . . . . . . . . . . . Trust, . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Premises affected . . . .
Lots 25A, _. . , .
28A and23A, 24Aand26A:Forest Street_
Referring to the above petition for a special permit from the requirements
ofthe . . . . . . Section.2.30.1 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
so .as to permit . . . . . . . . . . .two.[2] .common driveways. . . . . . . . . . . . . . . . . . . . . . . . . . ...
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . i
After a public hearing given on the above date, the Planning Board voted
to . .grant . . . . . . . . .the Common.driveway .Special. Permit. . . . . . . . . . . . . . . . . . . . . . . . .
based upon .the following conditions:
[see attached]
Signed
Planning Board Members
John L. Simons
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
John J. Burke
Michael P. Roberts
Paul A. Hedstrom
of N°RrM
OFFICES OF:' Town of 120 Main Street \
APPEALSNOWMANDOVER North Andover,
BUILDING ;;^i::? a0+ 0 9f•`' ! , � .;rr Massachusetts 01845
Uly
SBCMU9E4 a SION OF (617)685-4775
CONSERVATION f�
HEALTH n I 1 ;;
PLANNING PLANNINt � d6MM' UNITY DEVELOPMENT
4AR6 ZASAN, DIRECTOR
' ra
June 29, 1987
Any appeal shall be filed
Mr.. Daniel Long
Town Office Building within (20) days after the
North Andover, MA 01845 date of filing of this Notice
Re: 1)Lots 25A, 27A, and 28A Forest Street in the Office of the Town
Common Driveway Special Permit Clerk.
Conditional Approval
2)Lots 23A, 24A, 26A Forest Street
Common Driveway Special Permit
Conditional Approval
Dear Mr. Long,
The North Andover Planning Board opened the public hearing upon
the two (2) applications of Forbes Realty Trust on Monday April 6, 1987 in
the Town Office Meeting Room. The hearings were duly advertised in the
North Andover Citizen on March 19 and 26, 1987. The following members were
present: April 6, 1987 - Erich W. Nitzsche, Chairman; Michael P. Roberts,
Vice Chairman; John L. Simmons, Clerk; John J. Burke.
The petitioner seeks two (2) Special Permits under Section 2.30.1
Driveways of the North Andover Zoning Bylaw, which requires a Special
Permit for a driveway servicing more than one lot. The premises are known
as Lots 25A, 27A, and 28A Forest Street, and Lots 23A, 24A, and 26A Forest
Street. The lot is situated in the Resdential - 2 (R-2) zoning district.
Said lots contain an area of at least an acre up to three acres and a
frontage of 150 feet or 50 feet.
At the hearing, Mr. John J. Burke read the legal notices for both
public hearing special permits. Mr. Nitzsche disqualified himself as an
abutter. Upon a motion made by John J. Burke and seconded by Michael P.
Roberts it was decided to continue the public hearing until April 27, 1987
at 8:00 p.m.
A group of abutters present at the meeting had not been notified.
Their address were accepted and any further notices will be sent to them.
.
k 2•
At the April 27, 1987 hearing continuance, Christiansen
Engineering described the property and explained that the plan shows 2
common driveways designed to service 6 lots on Forest Street. It was noted
that a COVENANT running with the land must be submitted to the Planning
Board prior to a decision. Board members present (John J. Burke, John L.
Simons, [Erich W. Nitzsche disqualified from discussion] , Michael Roberts,
Paul Hedstrom)
voted to continue the hearing to May 18, 1987.
At the May 18, 1987 hearing continuance Chairman Nitzsche passed
the chair to.M. Roberts and disqualified himself.
MO'T'ION: By Paul Hedstrom to approve the application subject to planner
drafting a decision with conditions.
SECOND: John J. Burke.
Unanimous in favor: John Burke, Michael Roberts, John Simons, Paul
Hedstrom, abstain - Erich Nitzsche.
1. A covenant running with the land shall be submitted to
the Planning Board for recording by the applicant. This
must be done within 20 days from the receipt of the
decision.
2. The common driveways shall be clearly marked with
permanent stone markers placed at the entrance to the
driveway designating house numbers to be engraved on
every side of the marker. This shall remain clearly
visible from all directions of the street.
3. Upon completion of the driveways, house construction and
landscaping and prior to issuance of an occupancy
permit, the applicant shall request a letter of
compliance from the Planning Board accompanied by a
certification and as-built plan from the project
engineer who prepard the plan stating that the work has
been completed in accordance with the submittal plans,
approval of other town departments and this conditional
approval.
4. The common driveway easements shall be shown on plan to
be recorded at the Registry of Deeds and referenced in
the deeds as easements. All conditions shall be listed
on said plan.
a.
The applicant shall comply with any NACC orders of
conditions.
ry �-
iy� ', N
ri
LSI- -'
D
J
k
3.
6. The applicant shall supply the Planning Board with the
original recorded copy of the decision and submit a copy
to the the Building Office as well.
In granting the Special Permit requests, the Planning Board, +9
pursuant to Section 10.31 - Conditions for Approval of Special
Permits of the Zoning Bylaw, find the following:
a. The proposed common driveways are appropriate
locations for such use due to the extensive wetland
between the dwelling location and Forest Street.
b. The driveway, as proposed, with the required
changes, will not adversely affect the neighborhood,
provided all conditions are adhered to.
c. There will be no nuisance or hazard to vehicles or
pedestrians by construction of the driveways.
d. Adequate and appropriate facilities will be provided
for the proper operation of the proposed use,
specifically by means of a recorded maintenance
agreement.
Based on site visits, the public hearing process, and
testimony from town boards and departments, the proposed common
driveways are in harmony with the general purpose and intent of
the Town Zoning Bylaw, specifically Section 2.30.1.
Sincerely,
-� P Bord
7
Paul Hedstrom, Member
An
cc:
Division of Public Works ��,
Conservation Admin. =_'?
Asst. Building Insp. �f=T
Health Sanitarian �.
Assessor
Police Chief
Fire Chief c '
Applicant 1"
Engineer
File
' • � jib✓ �� / • •
A -oE Filo No.
42-314
(To be provided by OEOE)
•� N(21-th An rinvnr
Commonwealth c+cyiToWn
of Massachusettsnppl;cant Forbes RealtU Trust
Order of Condi'.ions
Massachusetts Wetlands Protection Act
c. 13111,514 0 _
vd uuder the Town - of North Andover Bylaw, Chapt�-,r 3.5 A' & B"
From -WORTH ANDOVER CONSERVATION COMMISSLON
To FoNbes Really Tr )st
(Name of Applicant) (Na no of property owner)
401 Andover';8treet•
Address ' N Andover XfA n)R45 Address r
This Orders Issued and delivered as follows:
❑ Eby hand delivery to applicant or representative on (date)
❑ by certi(led mail, return receipt requested on Decembei- 11, 1985 (date)
- This project is located a LOT 27� FOREST STREET
The property is recorded.at the Registryof North Essex
1882 •206•
Book Page a j
Ailifl,c* ate(if'registered)
•
October, •1•, 1985 date
The Notice of Intent for this project was filed on (date)
The public hearing was closed on -November 20, 1985 (date)
Findings
� NA CC has re iewed the above-referenced Notice of
Thi
Intemt and plans and has held a public hearing on the project. Based or the information available to the
NA C C at this time, the NACC has determined that
the#area on which the proposed work Is to be done Is significant t the ollowing Interests In accordance with
the Presumptions of Significance set forth in the regulations for,each A a Subject to Protection Under the
Act(eheck as appropriate):
C4 Public water supply !$1 Storm damage prevention
Private water supply Prevention of pollution
*ground water supply ❑ Land containing shellfish
Flood control ❑ Fisheries I
ti •
ORDER OF CONDITIONS: Lot 27 FOREST STREET
242-314
12. The following tnformation was- submitted by the applicant:
1. Notice of Intent of Forbes Realty TrustYPhepared by Christiansen Engineering,
Inc. /Dated 10-1-85/Seven ( 7)..pages.
2. Cover letter and drainage calculations prepared by Christiansen Engineering,
Inc. /Dated 11-20-85/Fifty-Eight (58) pages.
3. Cover letter and drainage calculations prepared by Christiansen Engineering,
Inc. /Dated 11-26-85/Four (4) pages.
4. "Overall Sitp Plan in North Andover, MA of Lots 23 - 28"/1-1repared for Mr.
Kenneth Hyde%Prepared by Christiansen Engineering, Inc. /Dated October 1,
1985/0ne (1) sheet.
Work is proposed within the following resource areas:
Buffer Zone
Bordering Vegetated Wetlands
Bank
Land Under Waterbody & Waterway
Land Subject t6 Flooding (Bordering & Isolated)
1 '
DECISION :
For the reasons se.t forth below, the Commission denies this Notice of Intent, without
prejudice, due to lack of information.
REASONS:
1. The applicant failed to adequately, identify the individual wetland resource areas,
- - and their boundries, ,on the submitted plans. This information is essential in
determining the impact of this proposal on specific resource areas, and in
determining specific performance standards necessary to protect the interests
of the Act.
2. The submitted drainage calculations were found to be deficient injhe following
_._
respects:
a. No elevations are given in the calculations, and the potential for backwater
effects between the various wetland/ponding areas has not been `addressed.
b. Discharge elevation relations, for the "ponds" in the calculations, are not
fully described, nor have the effects of inlet and outlet controls been
addressed.
c. The sensitivity, of the results, to the assumptions on existing storage areas,
has not been addressed through a detailed analysis of the available storage
(versus elevation) characteristics of the project site.
2 -
a '
ORDER OF CONDITIONS: LOT 27 FOREST STREET
242-314
d. The impact of the very large wetland areas; assumed (e.g. , nearly ons
third of "Area 311. is assumed to be d,`w41tlan.d) on the runoff characteristics
of the individual "sub-areas" has not been'considered (e.g. . should area
3 have, r�Qre runoff since 113 of'its area is wetland).
e. The impact of the increased runoff from area G on the site or abutting properties
was not addressed.
Given all of the above items, the adequacy of the proposed additional storm runoff
storage is not well documented.
3. The applicant, failed to submit a detailed sedimentation and erosion control plan
necessary to prevent the siltation of..adjacent bordering vegetated wetlands. Also,
no construction sequence wasl�provided to show that erosion control measures and
construction scheduling will be compatible.
4. No plan was Submitted to detail the replacement.of lost Bordering Vegetated
Wetlands as required in Section 10. 55, 4b, 1-7.
In general, the NACC feels that the information submitted with this Notice of Intent
is inadequate and:
A . Does not overcome the presumptions of significance for any wetland resource
areas. ,
B. Does not meet.the performance standards (as required in. 310 CMR 10.00) for any
wetland resource areas.
C. Does not allow the Commission todetermine the impact of this project sufficiently
enough to issue an Order of Conditions.
� 3 -
242-314 NORTH ANDOVER'
• Issued E3y_T Conservation Commission -•
Signatures) Ission
- - --- 'This Order must bo signed by H.majority of the Conservation Co .
On this 11th day of December 19-_ g,5 before me
personally appeared , to me known to be the Y ,:
person described in and who executed the foregoing Instrument and ackno 'led ted that he/she executed +'rt
the same as his/her free act and deed•
- - Notary Public My commission expires
The applicant•the owner,any person aggrieved by this Order,any owner of land abutting the land upon which the proposed work is to.,'_,
be done or any Ion residents of the city or town In which such land Is located are hereby notified of their right to request the Department i
of Environmental Quality Engineering to Issue o Superseding Order,providing the request Is made by eortlfied malt or hand delivery to
suance of this Order.A copy of the roquesl shall at iho samo time be sent by eorblied
the Department within ton days from the data of is
mail or hand delivery to the Conservation Commission and iho applicant.
• , n^1
Detach on dotted line and submit to the
...... ...
»..»..... .......................prior to commencement of work. •:r:'.
.!
............................ .................................................. ....... ......:............
' Issuing'Aulhonty
- ---- To
or of Conditions for the project at
Please be advised that the brd
• and ,
Filo Number has been recordo.d at the Registry of
has been noted in the chain of tido of the affected proporty In accordance with General Condition 0 on , 19--- {
if recorded Ian d. the instrument m..nber which Idenlifies this transaction Is
If registered land•the document,Niornber which idontYlos this transaction is
it,•,.
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' This is to Certify that LaRacque...Wel.1.s...............................................................
NAME f•,
.................2-44A..Haven---St-ee-t-y...Readims-,-...MA...0.1-8b7.............................................
ADDRESS
IS HEREBY GRANTED A LICENSE
• -----_.. ...
Well Drilling•-•Permit ___ 26A Forest Street ............ `
For ......................
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This license is granted in conformity with the Statutes and ordinances relating thereto, and
expires-December'---31-o ---1.9.92................�t�lesa sooner a i0 r
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........July---8................................19---922 .. ....... ....... ............
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FORM 498 HOBBS & WARREN. INC. __ S
Bi® amine
16 EAST MAIN STREET, P.O. BOX 1153,GLOUCESTER,MASS.01930
TELEPHONE: (508)281.0222 FAX: (508)283.3374
Certificate of Analysis
La Rocque Well Report No.: 28302
244 Haven Street July 28, 1992
Reading, MA 01867
Re: Well Water Analysis
Sample Description: Samples of water identified as Barletta, Lot 26,Andover.
Sampling: Samples delivered by Steve Murray of Northeast Environmental on
July 22, 1992.
Findings:
Results Guideline"
Total Coliform Bacterial Count per 100 mL . . . . . . 0 0
pH Value . . . . . . . . . . . . . . . . . . . . 8.01 Slightly Alkaline
Hardness(as CaCO3, mg/L) . . . . . . . . . . . 213.8 Very Hard
Sodium Content (mg/L) . . . . . . . . . . . . . (41.7 20
Chloride Content (mg/L) . . . . . . . . . . . . . 63.5 250
Iron Content (mg/L) . . . . . . . . . . . . . 3.9,' 0.3
Manganese Content (mg/L) . . . . . . . . . . . ./0`.15_ 0.05
Nitrate Nitrogen Content (mg/L) . . . . . . . . . . 0.24 10
Nitrite Nitrogen Content (mg/L) . . . . . . . . . . <0.02 1.0
Copper Content (mg/L) . . . . . . . . . . . . . . <0.02 1.3
Methods: Standard Methods for the Examination of Water & Wastewater, 17th
Edition, 1989. *Guidelines are based on the recommended maximum levels of the Mass
Department of Environmental Protection Agency's 310 CMR 22.00, "Drinking Water
Regulations".
Remarks: Although the Sodium content detected exceeds the recommended level, 20-50
mg/L is considered tolerable for people who are not on strict salt-restricted diets.
The Iron and Manganese levels detected can cause taste, color, and/or staining problems, and
also cause decreased well efficiency due to incrustation of the well screen.
Filtration is available to correct these levels.
By:
John Marletta
Lab Director
JM/dn
Mass. Certified Labs MA026 and MA123