HomeMy WebLinkAboutMiscellaneous - 357 REA STREET 4/30/2018 (2)� N
J
1 w
U
y pQ rr
O 90S
O rr
O rt
CD rt
i O _
NEW ENGLAND ENGINEERING SERVICES
INC
June 7, 1999
North Andover Board of Health
Town Hall Annex
27 Charles Street
North Andover, MA 01845
RE: TITLE V REPORT: 357 Rea Street, North Andover
Enclosed is a copy of the Title V report for the above referenced property. The systemaR sses our
inspection.
If there are any questions please call me at my office, 686-1768.
Yours truly,
6
BenjanNn C. Osgood Jr.-, E.I.T.
President
ER.
TOWN OF NYD
BOARD OF V EALTA
i
33 WALKER ROAD - SUITE 23 - NORTH ANDOVER, MA 01845 - (978) 686-1768 - (888) 359-7645 - FAX (978) 685-1099
COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
ONE WINTER STREET, BOSTON MA 02108 (617) 292.5500
TRUDY COXE
Secretary
ARGEO PAUL CELLUCCI DAVID B. STRUHS
Governor Commissioner
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION
Property Address: 35'7 90 S:. No. ,4400i)f:R Name of Owner RA LP!{ SOYCF.
S ao ? Address of Owner: 357 R E:A ST. A,►. ANDOVF2
Date of Inspection: �
Name of Inspector: (Please Print) -Benj amin C. Osgood, Jr
I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000)
Company Name: New England Engineering Services Inc.
Mailing Address: 33 Walker Rd., S ri tP 21, North Andover, MA 01845
Teleptwne Number: 978-686-1768
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 as of the time of inspection. The inspection was performed based on my training and experience in the proper function and
maintenance of on-site sewage disposal systems. The system:
V Passes
Conditionally Passes
_ Needs Further Evaluation By the Local Approving Authority
_ Fails n
Inspector's Signature: Date:
V
The System Inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or. DEP)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 office of the Department of*fnvironmental Protection. The original should'be sent tolty
system owner and copies sent to the buyer, if applicable, and the approving authority.
NOTES AND COMMENTS
revised 9/2/98
Page i or n
n
V..$ Pnnled on Recycled Paper
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Prop" Address: 3S Q le" S�. � i1�o Alupvvw
Owner: ALPO ToveF—
Date of kupection:`/Iy9
INSPECTION SUMMARY: Check A, B, C, or D:
A. , SYSTEM PASSES:
I have not found any information which indicates that any of the failure conditions described in 310 CMR 15.303 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
completion of the replacement or repair, as approved by the Board of Health, will pass.
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 that the tank was installed 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 pass inspection if the existing septic tank is replaced with a complying septic tank as
approved by the Board of Health.
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 Iwith approval of the Board of
Health).
broken pipe(s) are replaced
obstruction is removed
distribution box is levelled or replaced
The system required pumpirlg-Tnore than four -times a yeardue to broken or obst, cted pipe(s). The eystem Will V03.
inspection if (with approval of the Board of Health): - - -
broken pipe(s) are replaced
obstruction is removed
revised 9/2/98 Page 2ofII
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 3`x'7 IU -A 5J. NO ANWvO='.
owner: r_A1?t+ 3oACE
Date of Inspection: slab/ 9 c%
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 IN ACCORDANCE WITH 310 CMR 15.303 (1)(b) THAT THE SYSTEM
IS NOT FUNCTIONING IN A MANNER WHICH-MLL.PRQgCT THE PUBLIC HEALTH.AND SAFETY. ANQ THE ENWHONMEKT-
Cesspool or privy is within 50 feet of surface water
Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh.
2) SYSTEM WILL FAIL UNLESS THE BOARD OF HEALTH (AND PUBLIC WATER SUPPLIER, IF ANY) 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 of a surface water supply or
tributary to a surface water supply.
The system has a septic tank and soil absorption system and the SAS is within a Zone I of a public water supply well.
The system has a septic tank and soil absorption system and the SAS is within 50 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 50 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 equalto or less
than 5 ppm. Method used to determine distance (approximation not valid).
3) OTHER
revised 9/2/98
Page 3 or 11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: 36q ti.A s= Nc, hr►pcvEQ
Owner: K&L-?►+ ?o_jCG
Date of Inspection: 5/d0/ Vq
D. SYSTEM FAILS:
You must indicate either "Yes" or "No" to each of the following:
I have determined that one or more of the following failure conditions exist as described 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•-e"tem component- due tto on overloaded orcleggod 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.
Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool.
Liquid depth in cesspool is less than 6" below invert or available volume is less than 112 day flow.
Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).
Number of times pumped _.
Any portion of the Soil Absorption System, cesspool or privy is below the high groundwater elevation.
Any portion of a cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply.
Any portion of a cesspool. or privy is -within a Zone I of a public well.
Any portion of a cesspool or privy is within 50 feet of a private water supply well.
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. If the well has been analyzed to be acceptable, attach copy of well water analysis for
coliform bacteria, volatile organic compounds, ammonia nitrogen and nitrate nitrogen.
E. LARGE SYSTEM FAILS:
You must indicate either "Yes- or "No" 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 400 feet of a surface drinking water supply
the system -is -within 200 feet•of-e-4rib WV-4eA su;i&oo4AnkiP9wwatm4upply - -- •• - —
the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area - IWPA) or a mapped Zone II of a public
water supply well)
The owner or operator of any such system shall upgrade the system in accordance with 310 CMR 15.304(2). Please consult the local regional
office of the Department for further information.
revised 9/2/98 Page 4ofII
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: 35'7 AER -Sr Na. ANX11eg.
Owner: RAao Pa v ce
Date of Inspection: 51,90199
Check if the following have been done: You must indicate either "Yes" or "No" as to each of the following:
Yeses
No
Pumping information was provided by the owner, occupant, or Board of Health.
None of the system con*oa*nts.lwwwbwn puaMmd+for-atJaast two %vooks and•the'system hasAammascaivingrr mW flow
rates during that period. Large volumes of water have not been introduced into the system recently or as part of this
inspection.
_
p
�FI
As built plans have been obtained and examined. Note if they are not available with NIA.
The facility or dwelling was inspected for signs of sewage back-up.
_
The system does not receive non -sanitary or industrial waste flow.
_
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 manholes were uncovered, opened, and the interior of the septic tank was inspected for condition of baffles
_✓
_
or tees, material of construction, dimensions, depth of liquid, depth of sludge, depth of scum.
The size and location of the Soil Absorption System orrthe site has been determined based on:
/
Existing information. For example, Plan at B.O.H.
Determined in the field (if any of the failure criteria related to Part C is at issue, approximation of distance is unacceptable)
115.302(3)(b)I
The facility owner (and.—cupants.if different from..owner).were.pravided.withinformation.an.the proper inaintansm ^f
Subsurface Disposal Systems.
revised 9/2/98 page 5orii
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address: 357 P -Ca s; , No• #yVDdv'-P
Owner: RAc-,',l 7oycc
Date of Inspectkm:
FLOW CONDITIONS
RESIDENTIAL:
Design flow: g.p.d./bedroom.
Number of bedrooms (design):_ Number of bedrooms (actual):
Total DESIGN flow
Number of current residents:
Garbage grinder (yes or no):_MD
Laundry (separate system) (yes or no):A'Q; If yes, separate inspection required _
Laundry system inspected (yes or no)
Seasonal use (yes or no):AtQ
Water meter readings, if available (last two year's usage (gpd): W11
Sump Pump lyes or no): &' J
Last date of occupancy:j, j j, tit
COMMERCIAL INDUSTRIAL:
Type of establishment:
Design flow: gpd ( Based on 15.203)
Basis of design flow
Grease trap 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:
OTHER: (Describe)
Last date of occupancy:
GENERAL INFORMATION
PUMPING RECORDS and source of information: ��}}
P� AA 121
bL t' .fln. u c Gi 2
System pumped as part of inspection: (yes or no)_
If yes, volume pumped: gallons
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)
I/A Technology etc. Attach copy of up to date operation and maintenance contract
Tight Tank Copy of DEP Approval
Other
APPROXIMATE AGE of all components, date installed-iif known) -end souse of -information:
Sews" odors detected when arriving at the site: lyes or no) RO
revised 9/2/98 Page 6ortl
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 3 5 g RF -4 5i
Owner: RAI -011
Date of Inspection: 51dq 91
BUILDING SEWER:
(Locate on site plan)
Depth below grade:,
Material of construction: Zast iron _ 40 PVC _ other (explain)
Distance from private water supply well or suction line
Diameter
Comments: (condition of joints, venting, evidence otleakage,-etc.) — - -
SEPTIC TANK:_
(locate on site plan)
If
Depth below grader
Material of construction: /concrete _metal _Fiberglass _Polyethylene _other(explain)
If tank is [petal, list age _ Js.age.confirmed by Certificate of Compliance _ (Yes/No)
Dimensions: /500 6r4"-C1VS
Sludge depth: /0 "
n
Distance from top of sludge to bottom of outlet tee or baffle: —
Scum thickness: / I/
Distance from top of scum to top of outlet tee or baffle: O r�
Distance from bottom of scum to bottom of outlet tee or baffle:
How dimensions were determined: MIFAS AJ/yC STICK
Comments:
(recommendation for pumping, condition of inlet and outlet tees or -baffles, depth of liquid level in relation to outlet invert, structur&t4ntegrity,
evidence of leakage, etc.) T//NX /it/ OK Ce1Vy11-10N. /wST.9L.L- 4r/UN
O F + NE�tJ P. v, c . •TSE 5
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 bottom of outlet tee or baffle:
Date of last pumping:
Comments:
(recommendation for pumping, condition of inlet and outlet tees or baffles, depth of liquid level in relation to outlet invert, structural integrity,
evidence of leakage, etc.)
revised 9/2/98 Page 7of11
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (corronued)
Property Address: %� S No. i4NOdda2
Owner: "'44PH TDyce
Date of Inspection:
TIGHT OR HOLDING TANK- fY !1 (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:
Capacity: gallons
Design flow: gallons/day
Alarm present
Alarm level: Alarm in working order: Yes _ No_
Date of previous pumping:
Comments:
(condition of inlet tee, condition of alarm and float switches, etc.)
DISTRIBUTION BOX:_
(locate on site plan)
Depth of liquid level above outlet invert: U
Comments:
(note if level and distribution is equal, evidence of solids carryover, evidence of leakage into or out of box, etc.) - - -
hu'X iN vK C.C)1VA9i1-1(W, SoIN'rn SD,- iD.S G.gRXyoyER
PUMP CHAMBER: inn
(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.)
revised 9/2/98 Page 8oril
i
SUBSURFACE SEWAGE DISPOSAL' SYSTEM INSPECTIOK FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 35 7 eA S; Nr. AN D6P":e
Owner:4AtPN ZCNLF-
Dgte of Inspection-
SOIL ABSORPTION SYSTEM (SAS):_
(locate on site plan, if possible: excavation not required, location may be approximated by non -intrusive methods)
If not located, explain:
Type:
leaching pits, number:_
leaching chambers, number:_
leaching galleries, number:_
leaching trenches, number, length:
leaching fields, number, dimensions:
overflow cesspool, number:_
Alternative system:
Name of Technology:
Comments:
(note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.)
,4ZE.4 Q(-' S -i5,7 -Ell A1C,<rPr,4L
CESSPOOLS:
(locate 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 (cesspool must be pumped as part of inspection)
Comments:
(note condition of soil, signs of hydraulic failure, level of pending, condition of -vegetation, etc.) _
PRIVY:/A
(locate on site plan)
Materjals of construction: Dimensions:
Depth of solids:
Comments:
(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation; etc.)
revised 9/2/98 page 9orn
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Adore::: 35"7 SEA s% /Yv. /ft4iArie
Owner:
Date of Inspection:
I
SKETCH OF SEWAGE DISPOSAL SYSTEM:
include ties to at least two permanent reference landmarks or benchmarks
locate all wells within 100' (Locate where public water supply comes into house)
revised 9/2/98 Page 10 of II
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION (continued)
Property Address: 35 7 R6-4 ST. 0 4NWIF
owner: 9 -4L -Pd/ 70 yc. e --
Dee
Date of k"pe`°«':S�zo f %9
NRCS Report name 0%%— - J QJ s• c Cc�� •n lc�5 C- CC..��F
Soil Type_
Typical depth to groundwater '7 6, •o'
USGS Date website visited
Observation Wells checked
Groundwater depth: Shallow Moderate Deep
SITE EXAM Slope
Surface water
Check Cellar
Shallow wells
Estimated Depth to Groundwater 11 .Feet
Please indicate all the methods used to determine High Groundwater Elevation:
►✓ Obtained from Design Plans on record
Observed.Site (Abutting property, observation hole, basement sump etc.)
Determined from local conditions
Checked with local Board of health
Checked FEMA Maps
Checked pumping records
Checked local excavators, installers
Used USGS Data
Describe how you established the High Groundwater Elevation. (Must be completed)
$12jC) tNof C'rq-S �>MCs-w
t Jw iPS� I.t Y
revised 9/2/98 Page 11 of 11
SOIL PROFILE & PERCOLATION TEST DATA
North Andover, Mass. Street No � j Lot. No
Loc/Subdiv. Pland Owner
Investigator_, Observer
SOIL PROFILE DATES
1'�ev 2.Elev 3.Elev 4.Elev
0 _� 0
1 1
2 2
3 _ g 3
4 4
5 5
6 6
7 _� 7
8 8
9 9
10- 10
Benciunarx -=
Elevation-
DATYS
0
1
2
3
4
5
6
7
8
9
10
Location= _c-_,
Datum _ -
PY'RCOJ-A 'ION TESTS
0
1
2
3
4
5
6
7
8
9
10
Ties to Test
Pits
Pit Number -.
1 -
- 2 - -. --
_ 3
�.
- -
j Saturation
-
-
_Start
Soak-I,iinutes--
Jtart lest-- Ill
Drop f_3 "-Tine
_o
- Drop of 6"-T.irrie -
M6ms-lst 3" drop
--
—
Mlins.2nd_3" Drop`---
Percolation
—
--
—
i.a � yK '7:J t . j':''i, f 7 .�-ti -c`i t ., T• I' 11�+' Fes' 1 r ,, .. f^"�a" `L�:s` 3-j.-�^ ..� '�p' iy t:;,F , - �� - �ci'�" '"'`.,rT � t ,
r 4 ,
r I`+���
��. 1`t.,. Si`ir�.^"r?� �'` S s ^.�'Sr �-��.' a `b.wz-a F •" `�a„"�' .. w r -�1+ � � .'i. K ,�• .0 -
k��y'j�{.�"'l�
I
N
N
04
--Cl
PERCOLATION TTS'I' RESULTS �7
t'
Lot No. ` � %wCi(=� 'fest taken by:
Street: Chief:
'T'rans.i. I -,man
Town ti C . t.1� Vii i=l�� Rodman
:r, A.ISAII G I C3
Date of Test: eA IV L 4
Witlh this form submit a topography of the area showing the major changes
in ccntours. Locate existing drainage systems including brooks and water
lines and water service to home, private wells within 150 feet of house,
other leaching areas in the vici.ni ty: Be sure to get a sill elevation
and cellar floor, as well as a location and elevation of top of each test
linlo.
�E�2CUG.A7/off/ �-/OGE
SOIL C4A631FICM770> I TEST DATA
Top hole e e' =
I''i 11 it .I• -1 •I I i I
of each layer with descript-ion of
soil in each layer (use correct
terms) --if you cannot classify
soil., bring a good sample back to
office.
nott;om elevation =
ldater table elevation
Ledge elevation =
Bottom test --observation hole
PEPCOLA`I'10N RESULTS
Time of percolation pit saturation
Time for 12"-9" drop in water. level.
2- LA 6gLLCSminutes
minutes
Time for 9"-6" drop in water level minutes
(if 12"-9" or 9"-6" drop requires more than
30 min, read instructions for further test
PERCOLATION RATE _ "
1 time for 9"-6" drop "�- niin/inch
3
I: certify that this test has been performed according to the standards of
the New Hampshire Department of Public health and the results are accurate
to the best of my knowledge.
Subordinate to Registered Engineer Registere � --"4 r
Chief of Part y '
J H�
Date N, d
Date
'
JOHN CAT -MAN ASSOCTATRQ
ONAL
I'r0fesGi.onsll
;inncr�-� ii�-v��� er.t_L.�.nr1
$T'
1hh NorlJi Main Street
Andover, Mass.
PI R(',OLAT'.L'ON TEST RESULTS
I..ot No. t�1C� tai rL Test: taken by:
Street t.>rA �T (;'a �1LL) Chief :
��-� r �) Trans i. tinan
Town��lv�C V 1=� Rodnian
S-•. %"RAC• i`,
Date of Test: FII�_,hli
11 i.th th:i s foam subini_t: a tohol;rapliy of the area showing the major changes
in contours. Locate existi.nl; drainage systems including brooks and water
lines :,nd water service to home, Private wel..l s within 150 feet of house,
other leaching areas in t•lie vicinity. Be sure to get a sill elevation
and cellar floor, as wellas a location and elevation of top of each test
1")1i .
,,O,TzCO(_A7-1o,4,/ 1-/oGE
SOIL CLASSIF/CIaTION TEST DATA
Top hole e¢v.= F111. in sketch showing thickness
F� 5i��d y Lt &M of each layer with description of
soil in each layer (use correct
5n��v`( �1111�ULL terms --if you cannot classify
0; soil_ bring a good sample back to
��c ; . t'oe) LO_)'
office.
g
Bottom elevation = _U).y
-
Water table elevation
Ledge elevation
ITottom test --observation hole c�
I'LRCOLAT_ION RESULTS
Time of percolation pit saturation
Time for 12"-9" drop in water level.
Time for 9"-6" drop in water level
(If 12"-()" or 9"-6" drop regii:ires more than
30 min. read instructions for further test)
is minutes
3K` minutes
3_Is minutes
hERCOLATTON RATE = time for "-6" drop min/inch
3
I certify that this test has been performed according to the standards of
the New Hampshire Department. of Public Health and the r!,5,ylt1R are accurate
to the best of my knowledge.nF ,,w
Subordinate to Registered Engineer Register
/� ngY4iNer�y�
J ^ 1
Chief of Party:
t
� !
CALLAHAN
61
p !
Da to , r r(. l�, (.- �..
A
A No.24612 �p
G� �``'� Date P
JOHN CAT' MAN ASsnnT,.ATRs
Professioniil
l'ngi n��c'rs-�-,i7 vegc,rs-I-�.uid T'l
inners
1hO North ;`lain Street
Andover, Mass.
Health
,iudover..Miss
APPROM -i
Provided:
CZ �-
SUBSURFACE DISPOSAL DESIGN CHECK LI'tr
LOTI S
DISAPPROVED DATE
Reasons:
Title V
Reg 2.5
FAIL
OK
The submitted plan must show as a mdmimum:
a) the lot to be served -area dimensions lot # abutters
b location and log deep observation hoes -distance to ties
c location and results percolation tests -distance to ties
d design calculations & calculations showing required leaching area
(e) location and dimensions of system -including reserve area
f) exiating and proposed contours
(g) location any wet areas within 1001 of sewage disposal system or
disclaimer -check wetlands mapping
(h) surface and subsurface drains within M of sewage disposal
system or disclaimer
(i) location any drainage easements within 1001'of sewage disposal
system or disclaimer -Planning Hoard fills
(j) known sources' of water supply within 2((I of sewage disposal e
system or disclaimer
(k) location of any proposed well to serve )t -100I from leaching facility
(1) location of eater lines on property -301 from leaching facility
(m) location of benchmark
(n) driveways
(o) garbage disposals
(p) no PVC to be used in construction
(q) profile of system -elevations of basement, plumb, pipe, septic tank,
distribution box inlets and outlets, distribution field piping and
Other elevations
(r) maximum ground water elevation in area sewage disposalr'systemt
(s) plan mast be prepared by a Professional Engineer or other
professional authorized by law to prepare such plans
Reg 6 I Septic Tanks
(a) capacities -150% of flow, water table, tees, depth of tees,
access, pumping
(b) cleanout
(c) 101 from cellar wall or inground swimmdr g pool
(d) 251 from subsurface drains
Reg 10.2 Distribution Boxes
1(a) slope greater ME 0.08
Reg 10.4 b) sump
Subsu fAc
� Fes' I OK f
Leaching Pits
Leaching pits are preferred where thr ib tallation is possible
Reg 11.2
11.4
11,10
2.1.11
Reg 15.1
15.4
15.8
3.7
a) calculations of leaching area -minimum 500 aq ft
b) spacing
c) surface drainage 2% ..
d) cover material
le) I ' x2 ' x4" splash pad
f) tee at elbow
g) no bends in pipe from d -box to pipe
L ea_c_h_i_ngFielda
a) no greater tTian 20 minutes/inch
b) area -minimum 900 eq ft
c) construction of field
d) surface drainage 2 %
201 from cellar wall or inground swimming pool
1
1 ,e)
Leaching Tamches
Reg 14.1
14.3
14.4
14.6
14.7
14.10
---
a) c s o:Leaching area -min 500 eq ft
b) spacing -4 ft min 6 ft with reserve betwe'n
c) dimensions
d) construction
e) stone
f) surface drainage 2%
Downhill Slope
a) s -%pe y x = be shown)
b) y/x X 150 = (to be shown)
s
Reg 9.1 a) approval
9.6 1b) stand-by power
SuRD ofRC' 5 i
NoI�"�H ANIb�EI�`, MA. APPU C4IJ j_ JD'M�
(, q)A r�, Sop7 TbWnl-�-WEc.C_ A� oyCD DQT"C
APPR O\Jt=v DAr6'
Colipi-noN5 =
DI,,iQPPRpVEp
R�4SoNS
APP- AouING /urhol?ITY
CY,CAV4T(o,,Q )ticF'CGiio&J U/JS ❑ F4i�.
�rNAL t �S��TIonJ
4PPRO00 U/JTC 7-Z3- 9( AP12kD\)r/vG AUTHORS -F/ 6w
�..y �4�DIT(O1J,41� I�Stc.� �ptis (IF=- 40y)
DISAPPRO\j6D DAT -C
RCZSo NS
FwAL APPRpvAL
D,orc
,. APP)3o1v-)6
TOWN OF NORTH ANDOVER �,r,' ,
SYSTEM PUMPING ILECO'f -
l EI�l OWNER & ADDRESS
SYSTEM L0C'..- (TION - --
(example: Iefl frons of noust)
i
i
i C OF PUMPINC: ///,2-1i1 QUANTITY PUMPID
��I'UUL NO YES SEI TICTANK: NO YES
L
-�1'URE OF SERVICE: ROUTINE EMERCENCY
iI3>f�'(ZV��TIONS:
C OOD CONDITION
H AVY CREASE
ROOTS
CXCESSIVE SOLIDS
SOLIDS CARRYOVER
>ILM PUM1)CD BY:
CNTS:
U'. 1.1:'NTI TI ANS FCIZIZLD TO:
y �1
BULL TO COYE�z
BAFFLES IN !'LACI-: _
LEACHFILLD RUNBACK..
FLOODED -
O. HFR (EXPLAIN)
TOWNOF/
SyS�EM PUMPING RECORD
DATE: - I 6 1
SYSTEM OWNER &\\ DDRESS SYSTEM LOCATION
Vv (ex ample: left front of house)
if -t.1
f�..v
;�l � -( k- J
DATE OF PUMPING: QUANTITY PUMPED: GALLONS
/t
CESSPOOL: NO t YES SEPTIC TANK: NO YES J
i
NATURE OF SERVICE. ROUTINE EMERGENCY
OBSERVATIONS:
GOOD CONDITION
HEAVY GREASE
ROOTS
EXCESSIVE SOLIDS
SOLIDS CARRYOVER
FULL TO COVER
BAFFLES IN PLACE
LEACHFIELD RUNBACK
FLOODED
OTHER (EXPLAIl'q)
SYSTEM PUMPED BY: Bateson Enterprises, Inc.
COMMENTS:
CONTENTS TRANSFERRED TO:
I
G.L.S.D
Lowell Waste
Any appeal shall be filed
within 1201 days after the
date of filing of this Notice
in the Office of the Town Clerk.
a REr' v
TOWN CLkr;K
NORTH Ah DOVER
S^cHUS
TOWN OF NORTH ANDOVERNrIV Z3 {�
q�
MASSACHUSETTS
BOARD OF APPEALS
NOTICE OF DECISION
Property: for premises located at: 357 Rea St.
NAME: Maureen J. Joyce DATE: 11116198
ADDRESS: 94 Main St. for premises at: 357 Rea St. PETITION: 040-98
North Andover, MA 01845 HEARINGS: 10113/98,11110198
The Board of Appeals held a regular meeting on Tuesday evening, November 10, 1998, upon the application of Maureen J. Joyce, 94
Main St., for premises located at: 357 Rea St, North Andover, MA., requesting a Variance from the requirements of Section 7,
paragraph 7.2. Table 2, within the R-2 Zoning District, for relief of street frontage and to subdivide 6.76 acres into 2 buildable lots.
The following members were present: William J. Sullivan, Walter F. Soule, Raymond Vivenzio, Scott Karpinski & George Earley.
The hearing was advertised in the Lawrence Tribune on 7/28/98 & 8/4/98 and all abutters were notified by regular mail.
Upon a motion made by Raymond Vivenzio, and seconded by Waiter F. Soule, the Board voted to GRANT (subject to conditions) a
Variance from the requirements of 7, paragraph 7.2 and Table 2 for relief of street frontage for Lot #1 of 108.52 feet., and for Lot #2 of
108.53 feet, with a minimum girth for Lot #1 of 25.40 feet and minimum girth for Lot #2 of 29.38 feet and to divide into 3 sites. The Lots
will be: Lot #1 of 2.138 acres, and Lot #2 of 3.273 acres with a open space area of 1.3508 acres. The condition that the 1.3508 acres of
open space is being voluntarily donated to the Town of North Andover as shown on the plan by Christiansen & Sergi, Professional
Engineers Land Surveyors, 160 Summer St., Haverhill MA 01830, signed by Michael J. Sergi dated 1028/98.
The above variance is granted subject to the following conditions:
1. That only the existing single family residence on Lot #1 be allowed and only one single family residence be allowed to be built on Lot
#2.
2. That the common driveway is approved by the North Andover Planning Board as shown on the plan of Christiansen & Sergi, dated
10/28F38.
3. That a covenant for use of the driveway be documented and registered in the North Essex Registry of Deeds to allow use to the
North Andover Trails Committee or its successor for use as a trail and to allow trail signs at the beginning of the driveway, one at
the Mosquito Brook Crossing, and one at the separation of the driveway and trail into the open space.
4. That the North Andover Conservation Commission approve the voluntary gift of 1.3508 acres of open space and sign the deed and a
covenant for the use of a common driveway by the North Andover Trails Committee which is being granted voluntarily as shown on
Christiansen & Sergi Plan dated 1028/98.
5. That the North Andover Board of Selectmen approve the voluntary gift of 1.3508 acres of open spaces and sign the deed and
covenant for use of the driveway trail as shown on Christiansen & Sergi, Plan dated 1028/98.
Voting in favor: William J. Sullivan, Walter F. Soule, Raymond Vivenzio, Scott Karpinski and George Earley.
The petitioner has satisfied the provision of Section 10, paragraph 10.4 of the Zoning Bylaw and that the granting of these variances will
not adversely affect the neighborhood or derogate from the intent and purpose of the Zoning Bylaw.
Note: The granting of the Variance and/or Special Permit as requested by the applicant does not necessarily ensure the
granting of a Building permit as the applicant must abide by all applicable local, state and federal and building codes and
regulations, prior to the issuance of a building permit as requested by the Building Commission.
decoct/8
BOAJD! OF E
A#
William J. SIlivan, airman
Zoning Boal
oa of Appeals
besubml ed t0 -- ---. __- „� �ys:�catr^urajp'argn�ard must
„ y q, the.local'Board of Health or other approving author
Ity`.'I t.i f".i?'•i �;'r, 7' r 11" i f :` �t'::! �Y:1'v Y{4Y'" •`"i ...': ,
A Facility infgrt>aatlon
,.��,.When'tt►urip�out ,1::::,'System location;' •'. '
rti;"COinDUtef, tii0t';`J` / c�
Orltyl th• tab key " AddreSi
t0 r110Y0 yOUf',r �16•Ct fza 1-j
:; `.usith•'rotum';%' ';:' .:�' ;; �..,T�.
AV
State ,
t,,,t;�.<<t;',r•,;�, ,;'•:`;.:;;,fie.•, R,r Yy :'•,'.: :. ZIP Code
• �,;. ;,:�y,;.�.�1,3.�;; rl'','•:,j..:; '`••�S ste Ow •` ;r.,;,rt'; �;' , , ,
a�
6+ Cod
0,e
r sp
To ne Number
• - is > •.:• ;};:'+1: r Ir; -,r � , --
':UMPI g R�Ne;ogrd
•}�ti< •:y;,• .;.�ir.:i}'+ti js ' puri'�tii�fl;;+�llti;<.�111:);Y,S��'�i.''6+)�•;:�'• /'7 �/� '
r
Dat:'
F Pumping:2.Qua
, p• ntlty Pumped:
?7
G Uons
.`.Type gf,system ❑ Cesspo'ol(s) `optic Tank C]9
Tight Tank
jOther (describe);:',
.:>, '' ''Y:. 4.'���•�i';'atilitt:'i ,!f., n i tV•n aYY! v'•yi:' ?.• ...,:; .. y,r
Effluet.• e
nt Tea Fllte{,present? ❑ Yes o If yes, was it cleaned? [I Yes ❑ No
.. ;:�:�, ,t4 �t ,:;:r.•;• :r,r: .,�,�,, :Jt%1�tfifa/�'�r!: �.gj.,',fi, Ji ��'t'i'r �`';'•. 5 �i. .. .
,��: r Vrr�,:Co�ditlon of (
rr,• tt tv"t r t M�'i'1,�1%�♦l,►�rI Nwr.�
.' •;•,,'S.�� t „ `�y ,1''J'><r'h�;�Mf t It'•F;!;':��:�,�1, �if��P ;. K
..: ... iq-'r:;. I'c;i.,. �Pa;i'U:•(!d,1 t4'r` ' y i. ..
' • 9;,:::SyP, limped sy,... ,
l��: '�'' )'°y!i a; + <;:: Vehicle Ucen Numb
,;p .: •%'' a` 4 r'�,�, „'J j 4 r..lrij�,1'.•,t .j )';•. :•1�. Number
�t.r'�•1•y ••$:r•� r �wr ,f��• .�tIC� 7f,11"TYr .;<, ''}/'' -
'"i; •Cs, ti. J�t•; r d`�rF�l tl 1 i ,� �' W{ '
.r!.:" , r'•r.'r`,. .•♦1:,+�.l.ai� yy'i� ,,tvifr' `f$� ��''�r"��!•�,�,,�•►rlt t;....
••'!� moi/ "•)„rti `y fi', :rr p•r��',:.♦• e' d!i'r�Jl. ,Qh �'.7.�Ifl. 'Wy, t��A:t 'r ,
'r•'.� . r'i1 r` {:, i:t,.t •,.�: i . ti'!i+:r ,r It .!. i
n a
t, nt3 Were:di;3posed.
.:.rc 'i.pl' ...',Y ;,;.•,., •,.`ty aY.:. , iii fib? ,. '� i' � /•
;i .•�i; •j p.�))• �t�4l: it: l; ��r.'1: :''•'; �wi �f,":!.' 1.�. !1: r.%� � {/�//✓IJ
�./: ''.4'yl •'♦':: i< 1•��r,•trV�•Ij�.,'�4 i•,14' Mr iF;• • ,
:r. :.i..• .:,j ..=r`.:r;>l i•,'1'. ,' ;;�f �;;g't+', � a' v i'+yrt{��".�,.,, �; 1.., r.,,
"r•/�/, •i l.i \il}ffif tJt'.•`I 11.�1f 1 ` t -•1 .1
t'i'i!�It$:fj rt 1 1F%,..�;C 1;.4:f�r.' ' /•
. ../.. .fit::;i%.''•`..:r.:.Lit'.r•C:.r�':: �..y`'i' t.y;•Y. .. G'
:i •`'•:'ii::•i,;i':�i:•`v G: Y'I ke.td i�: „ r� ,• .
.,;''.;::,;...,;;..;;J':,.r'•:;8lpnit�leolHiule(;iri r... ,' . '; AI -
Date
httpJ/www.majs qov/dj^aW/approva),4A5fo.Rns,htm#Inspect
t5forrr*. 001.-= ;
}rY, System Pumping Record Page 1 of 1
' ��'•'��•!+1�''''`rr'•ii`'..';��'`'r%; Nam•'•''p, :it�f't'••n,Y••j 1p, rr••af;v.`t...,
lie
�
;6 Addrm (If different from bcatlen)
r.. ,.•l,,
CIV/Town, "1'i.r,'ai.°.''�.
ft•
,', v• ''' a
I'll �i ..
.
•}t��• `d'. ii. r,"`Y', J.'. 'i•:P�i", ''::. :�•di...,: �, '',.0,1.1: -.,: �e`';;..
..
a�
6+ Cod
0,e
r sp
To ne Number
• - is > •.:• ;};:'+1: r Ir; -,r � , --
':UMPI g R�Ne;ogrd
•}�ti< •:y;,• .;.�ir.:i}'+ti js ' puri'�tii�fl;;+�llti;<.�111:);Y,S��'�i.''6+)�•;:�'• /'7 �/� '
r
Dat:'
F Pumping:2.Qua
, p• ntlty Pumped:
?7
G Uons
.`.Type gf,system ❑ Cesspo'ol(s) `optic Tank C]9
Tight Tank
jOther (describe);:',
.:>, '' ''Y:. 4.'���•�i';'atilitt:'i ,!f., n i tV•n aYY! v'•yi:' ?.• ...,:; .. y,r
Effluet.• e
nt Tea Fllte{,present? ❑ Yes o If yes, was it cleaned? [I Yes ❑ No
.. ;:�:�, ,t4 �t ,:;:r.•;• :r,r: .,�,�,, :Jt%1�tfifa/�'�r!: �.gj.,',fi, Ji ��'t'i'r �`';'•. 5 �i. .. .
,��: r Vrr�,:Co�ditlon of (
rr,• tt tv"t r t M�'i'1,�1%�♦l,►�rI Nwr.�
.' •;•,,'S.�� t „ `�y ,1''J'><r'h�;�Mf t It'•F;!;':��:�,�1, �if��P ;. K
..: ... iq-'r:;. I'c;i.,. �Pa;i'U:•(!d,1 t4'r` ' y i. ..
' • 9;,:::SyP, limped sy,... ,
l��: '�'' )'°y!i a; + <;:: Vehicle Ucen Numb
,;p .: •%'' a` 4 r'�,�, „'J j 4 r..lrij�,1'.•,t .j )';•. :•1�. Number
�t.r'�•1•y ••$:r•� r �wr ,f��• .�tIC� 7f,11"TYr .;<, ''}/'' -
'"i; •Cs, ti. J�t•; r d`�rF�l tl 1 i ,� �' W{ '
.r!.:" , r'•r.'r`,. .•♦1:,+�.l.ai� yy'i� ,,tvifr' `f$� ��''�r"��!•�,�,,�•►rlt t;....
••'!� moi/ "•)„rti `y fi', :rr p•r��',:.♦• e' d!i'r�Jl. ,Qh �'.7.�Ifl. 'Wy, t��A:t 'r ,
'r•'.� . r'i1 r` {:, i:t,.t •,.�: i . ti'!i+:r ,r It .!. i
n a
t, nt3 Were:di;3posed.
.:.rc 'i.pl' ...',Y ;,;.•,., •,.`ty aY.:. , iii fib? ,. '� i' � /•
;i .•�i; •j p.�))• �t�4l: it: l; ��r.'1: :''•'; �wi �f,":!.' 1.�. !1: r.%� � {/�//✓IJ
�./: ''.4'yl •'♦':: i< 1•��r,•trV�•Ij�.,'�4 i•,14' Mr iF;• • ,
:r. :.i..• .:,j ..=r`.:r;>l i•,'1'. ,' ;;�f �;;g't+', � a' v i'+yrt{��".�,.,, �; 1.., r.,,
"r•/�/, •i l.i \il}ffif tJt'.•`I 11.�1f 1 ` t -•1 .1
t'i'i!�It$:fj rt 1 1F%,..�;C 1;.4:f�r.' ' /•
. ../.. .fit::;i%.''•`..:r.:.Lit'.r•C:.r�':: �..y`'i' t.y;•Y. .. G'
:i •`'•:'ii::•i,;i':�i:•`v G: Y'I ke.td i�: „ r� ,• .
.,;''.;::,;...,;;..;;J':,.r'•:;8lpnit�leolHiule(;iri r... ,' . '; AI -
Date
httpJ/www.majs qov/dj^aW/approva),4A5fo.Rns,htm#Inspect
t5forrr*. 001.-= ;
}rY, System Pumping Record Page 1 of 1
DEP f b rho. 242_866 , x
(lo Gw tYvwaNvf try UEI'I
C,ry,Town North. Andover
A0011c3111 Maureen J. Joyce
Order of Conditions
Massachusetts Wetlands Protection Act
G.L. c. 131, §40
and under the Town of North Andover's Bylaw Chapter 3.5
NORTH ANDOVER CONSERVATION CORMISSION
Maureen J. Joyce
(Name of Applicant)
95 Main Street
No. Andover, MA 01845
•ess
Order is issued and delivered as lollows:
Same
Address
(Name of prowerly owner!
Same
by hand delivery to applicant or representative on (dale)
by certified mail, return receipt requested on llllq,7 (date)
Lot 2 #357 Rea Street
s project. is located at
property is recorded at the Registry of Nnrrhern Essax - -
sk . 1901 & 2580 Page 156 & 64
nificate (if registered)
Notice of Intent for this project was filed on
May 22, 1997
public hearing was closed on August 20, 1997 (dale)
�IJ 'i' y�c� 1�5. '1•Sib�i.i'i
�_] Pj°.4 9 :jyi Fi ^f 1•'-1 a f.��`si
(date) AURA
4%TMCW
Tmm ioleriz
(dings
North Andover Conservation Commission has reviewed the above-rel?r?Diced fledge Of
f
enc and plans ana has held a public
x
,Pf
'
f�
Commonwealth
_
+r = =
of Massachusetts
i h.
1I Recreation
eWildli5e
DEP f b rho. 242_866 , x
(lo Gw tYvwaNvf try UEI'I
C,ry,Town North. Andover
A0011c3111 Maureen J. Joyce
Order of Conditions
Massachusetts Wetlands Protection Act
G.L. c. 131, §40
and under the Town of North Andover's Bylaw Chapter 3.5
NORTH ANDOVER CONSERVATION CORMISSION
Maureen J. Joyce
(Name of Applicant)
95 Main Street
No. Andover, MA 01845
•ess
Order is issued and delivered as lollows:
Same
Address
(Name of prowerly owner!
Same
by hand delivery to applicant or representative on (dale)
by certified mail, return receipt requested on llllq,7 (date)
Lot 2 #357 Rea Street
s project. is located at
property is recorded at the Registry of Nnrrhern Essax - -
sk . 1901 & 2580 Page 156 & 64
nificate (if registered)
Notice of Intent for this project was filed on
May 22, 1997
public hearing was closed on August 20, 1997 (dale)
�IJ 'i' y�c� 1�5. '1•Sib�i.i'i
�_] Pj°.4 9 :jyi Fi ^f 1•'-1 a f.��`si
(date) AURA
4%TMCW
Tmm ioleriz
(dings
North Andover Conservation Commission has reviewed the above-rel?r?Diced fledge Of
e
enc and plans ana has held a public
hearing on the project. Eased on the rnlcrmatren avarlaole lc the
NACC
at this time, the _hl�l'(' _ has delerrinned Urnl
area on .vhich the prccosed work is to be done is significant to the Iciioviino interests in accoronnce v.rttt
wr
3 Presumptions of Signrfica�ce
y— Jon' in the reaulatrons !or each At ea Subject to Prole iori Under Ine
i h.
1I Recreation
eWildli5e
;t (check as accrcpriate): Ch.
178: Prevention or Erosion & Sedimentation Ch. 178
Pubii;. water supply
Plocd control ❑ L-ind containing shel!(ish
K Private water supply
Storm damage Drevpnlion Fisheries
( Prctec!ron of wile lite habitat
�I Ground water supply
Prevention of pollution
sial Filing Pee Submitted
$500.00 Stale Share $225.00 — /j
ily(To';�n Share
275.00 (�,; jar ill r+rCrSS Cl ,d{�K
�/
ctal Relunc '? S
Cityi—,own PCrtion 3 dale P7rIICf1 S