HomeMy WebLinkAboutMiscellaneous - 222 BRADFORD STREET 4/30/2018 222 BRADFORD STREET 0t
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Lot & Street ZZ— l �r ��� '��� Map/Parcel
CONSTRUCTION APPROVAL
Has plan review fee been paid: YES NO Permit#
Plan Approval: Date: �� Approved by: DIG
Designer: &WJE Plan Date: 6/10/�1Cq
Conditions:
Water Su ply: Town Well
Well Permit: Driller:
Well Tests: Chemical Date Approved
Bacteria I Dat Approved
Bacteria II Date Approved
Plumbing Sign-Off' Wiring Sign-Off:
Comments:
Form"U" Approval: Approval to Issue: YES NO
Date Issued By:
Conditions:
Final Approval:
All Permits Paid? NO
Well Construction Approval? NO
Septic System Construction Approval? NO
Certification? YES NO
Other YES NO
Any Variance Needed? YES NO
FINAL BOARD OF HEALTH APPROVAL:
DATE:
APPROVED BY:
SEPTIC SYSTEM INSTALLATION
Is the installer licensed? YES NO
Type of Construction: NEW REPAIR
New Construction: Certified Plot Plan Review YES NO
Floor Plan Review YES NO
Conditions of Approval from Form U YES NO
Issuance of DWC permit: NO
DWC Permit Paid? NO
DWC Permit # Installer:
Begin Inspection: YES NO
Excavation Inspection:
Needed:
Passed: By:
Construction Inspection:
Needed:
gS.silt Pn Satisfactory:
Approval of Backfill: Date: 1,;?61Q By: 5;/r
Final Grading Approval: Date: By:
v
Final Construction Approval: Date: By:
Certificate of Compliance: Approval: Date:
Town of North Andover t NORTH
OFFICE OF 3�O e< e,4%L
COMMUNITY DEVELOPMENT AND SERVICES o 10
.
30 School Street
WILLIAM J. SCOTT
North Andover, Massachusetts 01845 �,'"°,,
9SSgCHcHuS��
Director
March 31, 1998
Joseph Serwatka
31 Kendrick Street
Lawrence,MA 01841
RE: 222 Bradford Street
Dear Mr. Serwatka:
This is to confirm that on March 26, 1998 the North Andover Board of Health granted waivers to
allow a 25%reduction in required leach area, 5 foot setback to the garage and 70 feet to wetlands for the
repair of the septic system at 222 Bradford Street. With these variances, the plans have been approved.
If you have any questions regarding this letter, please call the office.
Sincerely,
Sandra Starr, R.S.
Health Administrator
Cc: John Carney
W. Scott
File
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
i
NEW ENGLAND ENGINEERING SERVICES
INC
July 15, 2003
North Andover Board of Health
Town Hall Annex
27 Charles Street
North Andover,MA 01845
RE: TITLE V REPORT:222 Bradford Street,North Andover,MA
Dear Sirs:
Enclosed is a copy of the Title V report for the above referenced property. The system PASSED
our inspection.
If there are any questions please call me at my office, 686-1768.
Sincerely
Ben amm C. Osgood,Jr.
60 BEECHWOOD DRIVE-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
TITLE 5
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM
PART A
CERTIFICATION
Property Address: Z2 z. 6 en
Nd�rH do �u� �A
Owner's Name: P1.K e FNl 5 T U v N
Owner's Address:ZZZ 3 fZ�l D r-O P-
NV2Sli 1-NoG..,rx41, ,ev,A O`
Date of Inspection: - '� IA[off
Q
pF
Name of Inspector:
(please print) Beni amin C. Osgood, Jr. �
CompanyName:New England Engineering Services Inc.,
Mailing Address:60 Beechwood Drive. `
North Andover. MA 01845
Telephone Number: 978-686-1768
CERTIFICATION STATEMENT
I certify that I have personally inspected the sewage disposal system at this addressan that the information reported
below is true,accurate and complete as of the time of the inspection.pection.The inspection was performed based on my
training and experience in the proper function and maintenance of on site sewage disposal systems.I am a DEP
approved system inspector pursuant to Section 15.340 of Title 5(310 CMR 15.000 The system:
Conditionally Passes
Needs Further Evaluation by the Local Approving Authority
Fails
Inspector's Signature: .,✓ Date: 7�t 40-71
The system inspector shall submit a copy of this ins ion 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 now 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.
• r
Page 2 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION (continued)
Property Address: Z -7 s`¢,Pr
Nom" 414vyee .^A
Owners nn,rcE MRSrgomallokco
Date of Inspection:
Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D
— A. System Passes:
v 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'Ilse system,upon completion of the replacement or repair,as approved by the Board ealth,will pass.
Answer yes,no not determined(Y,N,ND)in the for the following.stat f"not determined"please
explain.
The septic tank is in and over 20 years old*or the septic tank ether metal or not)is structurally
unsound,exhibits substantial' tration or exfiltration or tank failur s imminent.System will pass inspection if the
existing tank is replaced with a co lying septic tank as approv y the Board of Health.
*A metal septic tank will pass inspects if it is structurally s d,not leaking and if a Certificate of Compliance
indicating that the tank is less than 20 year Id is availab .
ND explain:
Observation of sewage backup or br out or high tic water level in the distribution box due to broken or
obstructed pipe(s)or due to a broken, ed or uneven distrib "on 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:
system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will
pass' ion if(with approval of the Board of Health):
broken pipe(s)are replaced
obstruction is removed
ND explain:
• i
Page 3 of 11
OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART A
CERTIFICATION(continued)
Property Address: Z7-z. fSaka Voct i&reepf
Owner: M,k F MRS t ea^aj kw
Date of Inspection: /03
C. Further Evaluation is Required by the Board of Health:
Conditions exist which require fiuther evaluation by the Board of Health in order to det a if the system
is f g to protect public health,safety or the environment.
1. Syst will pass unless Board of Health determines in accordance with 310 MR 15.303(l)(b)that the
system' not functioning in a manner which will protect public health,s ety and the environment:
Cesspool privy is within 50 feet of a surface water
_ Cesspool or ivy is within 50 feet of a bordering vegetated w and or a salt marsh
2. System will fail unless the Board o ealth(a Public Water Supplier,if any)determines that the
system is functioning in a manner that pr is a public health,safety and environment:
_ The system has a septic tank and saol abso tion system(SAS)and the SAS is within 100 feet of a
surface water supply or tributary to a,sturface wat pply.
_ The system has a septic and SAS and the SAS' within a Zone 1 of a public water supply.
_ The system has a - to tank and SAS and the SAS is wi ' 50 feet of a private water supply well.
The system a septic tank and SAS and the SAS is less than feet but 50 feet or more from a
private water ply well".Method used to determine distance
"This em passes if the well water analysis,performed at a DEP certified la ratory,for coliform
ba is and volatile organic compounds indicates that the well is free from pollute from that facility and
th presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, vided that no other
failure criteria are triggered.A copy of the analysis must be attached to this form.
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: 212- Z�mk9-,oQA s,-%a s
No-*m fk..ajuCQ
Owner: r�„�E M tis ere,.,�,►taw
Date of Inspection:
D. System Failure Criteria applicable to all systems:
You must indicate`yes"or`Sno"to each of the following for all inspections:
Yes No
j/ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool
Ll 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'h day flow
i 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 SAS,cesspool or privy is below high ground water elevation.
Any portion of 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 1 of a public well.
/ Any portion of a cesspool or privy is within 50 feet of a private water supply well.
i 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
nitrogen 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.]
NO (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:
To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000
gpd.
You m indicate either`yes"or"no?'to each of the following:
(The follo teria apply to large systems in addition to the criteria above)
yes no
— the system is within 400 of a surface drinking wate ply
_ — the system is within 200 feet of a tri a surface drinking water supply
the system is located in a nitr sensitive area terim Wellhead Protection Area–IWPA)or a mapped
Zone II of a public wat pply well
If you have answered" s"to any question in Section E the system is cons ed a significant threat,or answered
"yes"m Sectio above the large system has failed.The owner or operator of arge system considered a
signifi eat under Section E or failed under Section D shall upgrade the system in . rdance with 310 CMR
15. 4.The system owner should contact the appropriate regional office of the Department.
Page 5 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART B
CHECKLIST
Property Address: 5.-VnrET
Noven R�,ouvr2 n�R
Owner: ^�" Xrq 't2o"y n w
Date of Inspection: ')/ii /o3
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 baffies or 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)]
Page 6 of 11
I
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION
Property Address:- 2ZZ t eho rou rc cj,
_Nv"rh
Owner: ON.v-e r-A5 cQv r-,>efl K-o
Date of Inspection: z/ok��
FLOW CONDITIONS
RESIDENTIAL
Number of bedrooms(design): Number of bedrooms(actual):
DESIGN flow based on 310 CMR 15.203(for example: 110 gpd x#of bedrooms): 4 4 d C�P
Number of current residents: _
Does residence have a garbage gander(yes or no):_U
Is laundry on a separate sewage system(yes or no):0 [if yes separate inspection required]
Laundry system inspected(yes or no): —
Seasonal use:(yes or no): m a
Water meter readings,if available(last 2 years usage(gpd)): To,,,.v�
Sump pump(yes or no): /IBJ
Last date of occupancy: c
COMMERCIALM41DUSTRIAL
Type of establishment:
Design flow(based on 310 CMR 15.203): Qnd
Basis of design flow(seats/persons/sq@,etc.):
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/use:
OTHER(describe):
GENERAL INFORMATION
Pumping Records
Source of information: LA--4T PER u w uE- lL
Was system pumped as part of the inspection(yes or no):Ap
If yes,volume pumped: gallons—How was quantity pumped determined?
Reason for pumping:
TYP F SYSTEM
is tank,distribution box,soil absorption system
_Single cesspool
_Overflow cesspool
_Privy
_Shared system(yes or no)(if yes,attach previous inspection records,if any)
_InnovativetAltenative 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): 9,nn i) c",4 nn 6 2
Approximate age of all components,date installed(if known)and source of information:
' 1gaR
Were sewage odors detected when arriving at the site(yes or no):
Page 7 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: y,C-tc T
N o"� fktie+�d t2 �A
Owner:
Date of Inspection: 0)
BUILDING SEWER(locate on site plan)
Depth below grade:
Materials of construction:_cast iron _40 PVC other(explain):
Distance from private water supply well or suction line: ,U'of
Comments(on condition of joints,venting,evidence of leakage,etc.):
1Ls 6'r>0 S7 / i✓ AAA e- e VT
SEPTIC TANK:_(locate on site plan)
Depth below grade: (�
Material of construction: Vconcrete metal fiberglass__polyethylene
other(explain)
Tf tank is metal list age:_ Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of
certificate)
Dimensions: 13 &A&-c.;r�,s
Sludge depth: I"
Distance from top of sludge to bottom of outlet tee or baffle: S4
Scum thickness; Z
Distance from top of scum to top of outlet tee or baffle: �
Distance from bottom of scum to bottom of outlet tee or baffle: i 3
How were dimensions determined: MCAs,. ►Z g 51")C k
Comments(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels
as related to outlet invert,evidence of leakage,etc.):
GREASE TRAP kocate 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(on pumping recommendations,inlet and outlet tee or baffle condition,structural integrity,liquid levels
as related to outlet invert,evidence of leakage,etc.):
Page 8 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: �Z 14Q-hor-oto 5-sa4ar
NamK N ojor m TA
Owner: r-ks 1Q,0 11f-0
Date of Inspection: 1/tA/n�
TIGHT or HOLDING TANK:a(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:
Capacitygallons
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:
Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover,any evidence of
leakage into or out of box,etc.):
?2VA IN I D s
C e4-AR-1 a•j•?sem O 2
PUMP CHAMBER:(locate on site plan)
Pumps in working order(yes or no): �S
Alarms in working order(yes or no)-(t�e-G SS
Comments(note condition of pump Wamber,condition of pumps and appurtenances,etc.):
Page 9 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: zzz cs V*rr
Nass`` Ac, wdc2 nJ<
Owner: m,," .r.r,�5 x�)o J pkc-
Date of Inspection: l/_T7
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:
leaching fields,number,dimensions:
overflow cesspool,number:
innovativelalternative system Typetname of technology:
Comments(note condition of soil,signs of hydraulic failure,level of ponding,damp soil,condition of vegetation,
etc.):
CESSPOOLS:Acesspool 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. :
Y � P g, )
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.):
Page 10 of 11
OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address. 222—
Nua,� It.00ry� n q
Owner: MN5-,,lo r.,,.JA0L,4
Date of Inspection: )JtAta�
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.
e �
�Y I
9`
E
✓�
A 2 2 t,.5
13 t 4 .5
(2 2
2
1 t �
Page 11 of 11
OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS
SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM
PART C
SYSTEM INFORMATION(continued)
Property Address: L'L2- 6 c-0o--6 sta-m
Owner: 1ryxo w+nrp
Date of Inspection:
SITE EXAM
Slope J To ;u
Surface water n N L
Check cellar �, p
Shallow wells
Estimated depth to ground water 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:
Sustt.�^. n�sitiv��n y f1 B� �e 14 A-TV7
I
DATE:
LOCATION:
ENGINEER:
BOH WITNESS: T
PERCOLATION TEST#
BOTTOM DEPTH OF PERC TEST: i1 l f
TIME OF SOAK: ���` "` f� �r GI (At least 15 minutes long)
TIME AT 12" C/
TIME AT ` j , 6- 2 i-LIL �
TIME AT 6" ��
OVERNIGHT SOAK
TIME STARTED -03
3 !�V
NEXT DAY SOAK: IS (At least 15 minutes)
TIME AT 12" �/ �t G J �� (� 7
TIME AT 9" C�
L
TIME AT 6" !. t
TOWN OF NORTH ANDOVER
BOARD OF HEALTH
CERTIFICATE OF COMPLIANCE
DATE OF COMPLIANCE:
07/13/99
This is to certify that
the individual subsurface disposal system
constructed ( ) or repaired (X)
by
F.P. Reilly & Sons
at
222 Bradford Street
has been installed in accordance with the provisions of Title V of the State Sanitary Code
and with the North Andover Board of Health regulations as described in the Design
Approval Site System Permit # 988 dated 03/13/98.
The Issuance of this certificate shall not be construed as a guarantee that the system will
function satisfactorily.
Board of Health Inspector
TOWN OF -NORTH ANDOVER SEWAGE DISPOSAL SYSTEM
INSTALLATION CERTIFICATION
The underS12nec he-el--v certi_,--,, that the Sew=e Disposal Systems: i ) constructed;
({
re,
aired.
b ' giz,/LLS
iocated at_
was installed in conformance with the-North Andover Board of Health approved olan,
Svstem Design Pel—I it Y"72r. dated with an anoroved desiSM
flow ot' Q`allons per day. The materials used were in conformance with those
soeci_ed ori the approved plan; the system was installec n accorCancc With the prov;Sio—ns
et 310 CNER 1.000, Title 5 and local reaulancrts, and the final aradirg aL7rees
substantally with the approved plan. All work is accurately represented on the As-built
%vhich has been subruttec to the Boar- of Health.
Bed inspection date Qq cyx_��
do e'er Representative
=incl :aspect:or: date: JF
Enfzl i5r% epresentatve
Insi Ller: �� Lic.T: Date:
T^
Design Engineer: - 5�=9 wA7 KA Date: 7— 7— !9
TOWN OF NORTH ANDOVER/
BOARD OF HEALTH
i
JUL et 1999 '
07/07/1999 03:45 5086836595 JJs PAGE 01
Jul-07-99 01 !40P North Andover Com. Dev, 508 688 9542
P.O1
TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM
INSTALLATION CERTIFICATION
The unders;'-wd '.ere'--v cerLi r that the Se.vage Dispcsal St's:ern ( } constructed:
(I�reYaired: _ .
located at!_zz
paras installed in co,^!C.-rarce wirh the North Andover Board of Health approved plan,
Svstem Desitin Perim ,�_ dated With an auDroved desi2n;
`'otv c+ a:!ons per day. The materials used were in conformance vith these
specified on the apCCoved pian- the swam was instal!ec :r. accordance"Vit, zhe provisiors
of 310 Cit-[R 15.000. Tire 5 and local reg:latiens, and the final grading agrees
substariv-,0h• wi;h the approved plan. U work is ac=ately rgresentec or, :he As-buiir
wth,c:t has been subcu:,ec to the Board o:Health.
Bed nspe:aon dare
Ea _-ee-Representative
..nai .aspect:on da-e: ror —I---q�
ZnQer epresenrav ie
Date.
Desi?n Enameer: �_ Leg&,O-AT lF Date; 7-- 7—!f!?
TGVW4 OF h!QRTH AJ!:1()W--/
dn�.'�R"C OF HE��rii
JUL --8 1999
i
Town of North Andover, Massachusetts Form No.2
gORTM BOARD OF HEALTH
+yoo /? moi- 3; 19
o�c
� w
' t s
DESIGN APPROVAL FOR
""SE` SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant Test No.
Site Location
Reference Plans and Specs. •� S�,wa �"�� 3�•c��9�'
• ENGINEER DESIGN DATE
Permission is granted for an individual soil absorption sewage disposal system to be installed
in accordance with regulations of Board of Health.
CHAIRMAN,BOARD OF HEALTH
Fee Site System Permit No. 90<
I
TOWN OF NORTH !A
BOARD OF HEA LVL
NSR 7 1999
APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT
DATE: 3-i'1-qC CURRENT INSTALLER'S LICENSE#
LOCATION:
LICENSED INSTALLER:_E P, t\`4
SIGNATURE:-� ' � - TELEPHONE# x°1
CHECK ONE:
REPAIR: r NEW CONSTRUCTION:
IF NEW CONSTUCTION, PLEASE ATTACH FOUNDATION AS-BUILT.
Administrative Use Only
$75.00 Fee Attached? Yes 4/ No
Foundation As-Built? Yes No
Floor Plans? Yes No
Approval Date: " 4
i
t.
Town of North Andover, Massachusetts Form No.3
e NORTti BOARD OF HEALTH
3= 00 u2 19 rJcf
"��,.,o.•�'`� DISPOSAL WORKS CONSTRUCTION PERMIT
,SSACHUSES
Applicant ��C .i L.L-\-/ �` `-�(�+'�1��Jjl'
AME �j ADDRESS TELEPHONE
Site Location
i
I
Permission is hereby granted to Construct ( ) or Repair an Individual Soil Absorption
Sewage Disposal System as shown on the Design Approval S.S. No.—
CHAIRMAN,
o.CHAIR AN,BOARD O HEALTH
• � C�> 7 I
Fee D.W.C. No.
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i
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Town of North Andover f NORTH
OFFICE OF ;•?°.<"`° o
COMMUNITY DEVELOPMENT AND SERVICES
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27 Charles Street ; x
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North Andover, Massachusetts 01845
WU..LIAM J. SCOTT 9SSvCHU$
Director "
October 14, 1998
John Carney
222 Bradford Street
North Andover,MA 01845
RE: Septic repair—222 Bradford Street
Dear Mr. Carney:
Y
This letter comes as a followu to our brief conversation of October 130'during which you
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informed me that your nephew, Sean Carney, had begun work on your septic system repair without being
licensed to perform such work in North Andover and without holding the necessary Disposal Works
Construction Permit.
After discussing the case with the Board of Health chairman, it was determined that your nephew
would be allowed to take the North Andover installer's test to determine his ability to complete your septic
system installation. Although the test will not be offered generally until early 1999,Mr. Carney can take it
on Friday, October Ie at 1:00 P.M. at 27 Charles Street when it will be administered to one other person.
I have left two messages today on your answering machine informing you of this decision. The fee for the
exam is$25.00.
Please keep in mind that both you, as system owner, and your nephew have violated the State
Environmental Code Title 5, 310 CMR 15.000, Sections 15.019, 15.020 and 15.024(1)and(4)and are
subject to possible action by the Board of Health. Until you have contracted with a North Andover licensed
installer, or until your nephew has passed the test AND the Disposal Works Construction permit is issued,
no further work may be done on your septic system.
I will expect to see Sean Carney on Friday, October 16, 1998 at 1:00 P.M. at 27 Charles Street
when he comes to take the installer's test. It would be appreciated if someone would call to confirm his
presence as loon as possible.
Sincerely,
Sandra Starr,RS.
Health Administrator
Cc: BOH
W. Scott
M.Howard
File
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
J
March 13, 1998
Ms. Sandra Starr, R.S.
North Andover Board of Health
30 School Street
No. Andover, MA 01845
Re: 222 Bradford Street
Dear Ms. Starr:
In response to your review letter dated March 99, 1998, 1 offer the
following:
1 . Schematics of both the septic tank and D-box have been added to
the plan.
2. The deck is approximately 8 feet above grade at the corner. The
deck will be temporarily supported during construction, if necessary, and
reset when construction is complete.
3. A poured concrete barrier has been specified.
4. The system has been revised to be four feet above the estimated
seasonal high groundwater at all points.
5. The design flow variance request has been removed.
We hope that these changes address your latest comments relative
to this septic plan. By way of this letter, I would also request that we be
placed on the March 26, 1998 Board of Health meeting agenda for the
following requested variances:
1 . Use of 40min/inch perc rate per 310 CMR 15.405
2. 25% reduction in required leach area per 310 CMR 15.405
3. 5' setback to garage foundation, 16' setback to basement
foundation at one corner, per 310 CMR 15.405
4. 70' setback to wetlands (local variance)
As you stated in our phone conversation, approval should be
forthcoming and installation can subsequently be started. We look
forward to working with you and the Board on this project, but are well
aware that your 45 day review period was exceeded by some 16 days.
r
(Plans were submitted on January 6, 1998, with your review letter dated
March 9, 1998) Should you have any questions concerning this request,
please contact me prior to the March 26th meeting. I will notify the
abutters, and look forward to a resolution of this matter on the 26th.
Sincerely,
oseph J. Serwatka, P.E.
cc: Jack Carney
Domenic Scalise, Esq.
William Scott
VAR 1 8
March 13, 1998
Ms. Sandra Starr, R.S.
North Andover Board of Health
30 School Street
No. Andover, MA 01845
Re: 222 Bradford Street
Dear Ms. Starr:
In response to your review letter dated March 99, 1998, 1 offer the
following:
1. Schematics of both the septic tank and D-box have been added to
the plan.
2. The deck is approximately 8 feet above grade at the corner. The
deck will be temporarily supported during construction, if necessary, and
reset when construction is complete.
3. A poured concrete barrier has been specified.
4. The system has been revised to be four feet above the estimated
seasonal high groundwater at all points.
5. The design flow variance request has been removed.
We hope that these changes address your latest comments relative
to this septic plan. By way of this letter, I would also request that we be
placed on the March 26, 1998 Board of Health meeting agenda for the
following requested variances:
1 . Use of 40min/inch perc rate per 310 CMR 15.405
2. 25% reduction in required leach area per 310 CMR 15.405
3. 5' setback to garage foundation, 16' setback to basement
foundation at one corner, per 310 CMR 15.405
4. 70' setback to wetlands (local variance)
As you stated in our phone conversation, approval should be
forthcoming and installation can subsequently be started. We look
forward to working with you and the Board on this project, but are well
aware that your 45 day review period was exceeded by some 16 days.
(Plans were submitted on January 6, 1998, with your review letter dated
March 9, 1998) Should you have any questions concerning this request,
please contact me prior to the March 26th meeting. I will notify the
abutters, and look forward to a resolution of this matter on the 26th.
Sincerely,
/. L
osVeph J. Serwatka, P.E.
cc: Jack Carney
Domenic Scalise, Esq.
William Scott
w S
January 5, 1997
Ms. Sandra Starr, R.S.
North Andover Board of Health
30 School Street
North Andover, MA 01845
Re: 222 Bradford Street
Septic Repair
Dear Ms. Starr:
I am in receipt of your December 10, 1997 review letter for the
subject septic system. I offer the following:
I. A north arrow has been added to the plan:
2. The map and parcel number is shown within the lot.
3. The elevations of deep holes and peres have been added to the
plan.
4. Specs have been added for the tank and D-box.
5. The statement concerning the D-box outlets has been added.
6. Site evaluation forms have been provided.
7. We understand that the system is shown less than 100 feet from
wetlands. As noted, we are requesting a variance from the regulation,
and will be filing a Notice of Intent with the Conservation Commission.
8. As noted, we will be seeking a variance for setback to foundation.
9. We have adjusted the grade so that we are an average of four
feet above groundwater, given that the site slopes severely.
Y
10. The proposed liner has been adjusted to ten feet from the edge of
the leach area.
11 . The slopes of distribution lines have been added.
12. Bouyancy calcs have been provided.
13. The system will be dosed once per day as required, and noted.
14. The address of the designer has been added.
I am prepared to notify abutters if approval by the Board of Health
is required. Please notifyme of an meetings.
Y 9
Sincerely,
Jo ph J. Serwatka, P.E.
FORM 11 - SOIL EVALUATOR FORM
page Iof3
No.
Date:
Commonwealth of Massachusetts
Ne-cTu 4A1,0o✓E,e , Massachusetts
Soil Suitabilit Assessment for On-site Sewage Disposal
Performed By: To S C—PN T S�,eW�}T
Witnessed. By:
Date: q_g-gam
��uf a Z ZZ BrZ�vGa�eD
e;-l', TE4tVA1E
AddJu,,ud
TeL ph x i ;?ZZ 1:5 r— ;37 F:�0 r-0 a;,7—.
pew Construction El Repair 4"0,7116r—j M4,
Office Review
Published Soil Survey Available: No ❑ Yes
Year Published I S ( Publication Scale It, !moi k�/O
Drainage Class Soil Map Unit
C C . Soil Limitations S F vC—
Surficial Geologic Report Available: No ❑ Yes ❑
Year Published Publication Scale
Geologic Material (Map Unit)
Landform
.....................................
................................ .................................... .
Flood Insurance Rate Map:
Above 500 year flood boundary No ❑Yes
Within 500 year flood boundary No ❑Yes ❑
Within 100 year flood boundary No ❑Yes ❑
Wetland Area:
National Wetland Inventory Map (map unit)
. . .. ........ ...... ..
Wetlands ConservancyProgram gram ap (map unit)
................ . .............. .
Current Water Resource Conditions (USC
S): Month
Range :Above Nor-mal ❑Normal ❑Below Nomial ❑
Other References Reviewed:
DFT A*PxovF-D FOP-%I- 12/07/9S
FOR_%I 11 - SOIL EVALUATOR FORM
Page 2 o f 3
Location Address or Lot No. ZZ2 PX�AD�DKD ST-
On-site Review
Deep Hole Number Date: Time: 4?.'-;3o"4,AI; Weather
Location (identify on site plan)
Land Use fj PV/V Slope'(%) /O Surface`Stones
Vegetation �� S a✓
Landform D)z U M L-)PJ
Position on landscape (sketch on the back)
Distances from:
Open Water Body
.;,I oo feet Drainage way I o o feet
Possible Wet Area 8 o feet Property Line SO feet
Drinking Water Well 7 1 o O feet Other
DEEP OBSERVATION HOLE LOG'
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(Inches) (USDAI (Munsell) Mottling .Structure,Stones,boulders,Consistency, %
Gravell
Ap jow3/z
32- MINI UP OFTROUS R
IZo'' C �SL 2,5y�
Parent Material(geologic) DepthRosedrock: —7 I ZD
Depth to Groundwater: Standing Water in the Hole: — Weeping from Pit Face:
Estimated Seasonal High Ground Water: 7j 0
DEP APPROVED Fow.t- 12107ros
FOR—%I I I - SOIL EVALUATOR FORM
Page 2 Of 3
Location Address or Lot No. ZZZ
Oft-site Review
Deep Hole Number Date: 9
8 —�7 Time: 9 ,Q,Al, Weather
Location (identify on site plan)
Land Use /--A KI A/ Slope (%) /O Surface Stones
Vegetation G RA 5 S
Landform
Position on landscape (sketch on the back)
Distances from:
Open Water Body > I Oo feet Drainage way >!o0 feet
Possible Wet Area 845; feet Property Line
Drinking Water Well Z4 feet
7 top feet Other
DEEP OBSERVATION HOLE LOG'
Depth from Soil Horizon Soil Texture Soil Color
Surface(Inches! (USDA) So,l Other
(MunselQ Monling .S ructure,Stones, Boulders,'Consistency, %
Gravel)
�8 3 2•' �„v SSL f.5;Y �
3Z—/32" G
�5L Z, sys/4
MIN
Parent f.laterial(geologic)
T/LL Deptlao8edrock:�z
Depth to Groundwater Standing Water in the Hole: --
--
Estimated Seasonal High Ground Water: Weeping from Pit Face:
32••
DFP APPROVM FORM. UIOU95
`
FORM 11 - SOIL EVALUATOR FOR
Page 3 of 3
Location Address or Lot No. 227 �Dr-D
Determinatiojt for Seasonal High Water Table
Method Used:
❑ Depth observed standing in observation hole inches
❑ Depth weeping from side of observation hole inches
® Depth to soil mottles 3 z inches
❑ Ground water adjustment feet
Index Well Number Reading Date . Index well level
Adjustment factor Adjusted ground water level
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas
observed throughout the area proposed for the soil absorption system?
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that ont t 94 (date) I havepassed the soil evaluator examination
approved by the Department of Environmental Protection and that the above analysis
was performed by me consistent with the required training, expertise and experience
described in 310 CMR 15.017.
Signature - Date
DEP APPROVED FORM• 12/07/95
FORh4 12 - PERCOLATIO\ TEST
Location Address or Lot No. 7,Z Z O KA-.y
COMMONWEALTH OF MASSACHUSETTS
No • A wVj v E K, Massachusetts
Percolation Test`
Date: -d � _�-7 Time: t l A- M ,
Observation Hole #
–T— 1
Depth of Perc
Start Pre-soak
il ; lel � s00
End Pre-soak
Time at 12"
Time at 9"
U IV % !9
Time at 6"
l 1 ; 440
Time (9"-6")
9 Z % Z !
Rate Min./Inch
+7 wt I _t /N
Minimum of 1 percolation test must be performed in both the primary area AND
reserve area.
Site Passed Site Failed ❑
............................................................ ....................................................
Performed By: Cj e*-- wA--r KA f ,P E
Witnessed By: '�'2-rA-4.#Z- Z ,,y bra o
Comments:
DEP APPROVED FORM-12/07/95
SEWAGE PUMP STATION
DESIGN COMPUTATIONS
Single Family Dwelling
222 Bradford Street
North Andover, MA
OWNER & APPLICANT
Jack Carney
222 Bradford Street
North Andover, MA
DATE: 10/2/97
SE?H
✓r!.�
J m,�D
;= SERWATKA 1�
C,i ( CIVIL
No.35981
PUMP.XLS
I
DESIGN DATA:
DESIGN FLOW 440 Gal/Day
SOIL CLASS 2
PERC RATE 40 Min/Inch
FORCE MAIN DIA. 2" SDR 21 PVC
HAZEN-WILLIAMS COEFF. 150
PUMP:
MANUFACTURER: PEABODY-BARNES
MODEL#: SE-411 HORSEPOWER: 0.4
PUMP CHAMBER:
STORAGE
PRIMARY 440.0 gallons (oNC tJo5E PE DAY)
RESERVE 440.0 gallons
VOL. IN PIPE RUN 0.0 gallons
TOTAL 880.0 gallons
DIMENSIONS
LENGTH* 7.50
WIDTH* 4.50
DEPTH* 4.40
*INSIDE DIMENSIONS
ELEVATIONS
INLET INVERT 96.70
SUMP 92.30
OFF 92.80
ON 94.54
ALARM 94.96
STATIC HEAD:
DBOX INLET ELEV. 101.30 FT
PUMP OFF ELEV. 92.80 FT
TOTAL STATIC HEAD 8.50 FT
PUMP.XLS
EQUIVALENT LENGTH:
FRICTION LOSSES IN PUMP CHAMBER:
1 2"DIA 900 BEND 5.0 FT
0 2"DIA 450 BEND 0.0 FT
1 2"DIA CHECK VALVE 14.0 FT
1 2"DIA GATE VALVE 1.2 FT
TOTAL LOSS 20.2 FT
b 1 21.0 FT
FRICTION LOSSES IN PIPE RUN:
2 2"DIA 900 BEND 10.0 FT
0 2"DIA 450 BEND 0.0 FT
0 2"DIA 22.5°BEND 0.0 FT
1 2"DIA TEE 12.0 FT
15 LENGTH OF RUN 15.0 FT
MISC. PIPE 1.5 FT
TOTAL LOSS 38.5 FT
b 1 39.0 FT
TOTAL EQUIV. LENGTH: 60 FT
SYSTEM CURVE:
Q V HF/100 HF Hs TDH
GPM FPS FT FT FT FT
20 1.8 0.72 0.43 8.5 8.93
25 2.3 1.09 0.65 8.5 9.15
30 2.7 1.52 0.91 8.5 9.41
35 3.2 2.03 1.22 8.5 9.72
40 3.6 2.59 1.56 8.5 10.06
50 4.5 3.92 2.35 8.5 10.85
60 5.4 5.50 3.30 8.5 11.80
70 6.3 7.32 4.39 8.5 12.89
80 7.2 9.37 5.62 8.5 14.12
90 8.1 11.65 6.99 8.5 15.49
FROM ATTACHED PUMP CURVE:
60 gpm @ 12 TDH
TIME ON: 7.3 minutes
PUMP.XLS
BARN ESO SUBMERSIBLE NON-
CLOG PUMPS SECTION 1A
Series: SE, Manual & Automatic PAGE 1
1 -1/2" Spherical Solids Handling DATE 5/94
REPLACES 7/93
Specifications
DISCHARGE: 2" NPT,Vertical
LIQUID TEMPERATURE: 104° F Continuous.
VOLUTE: Cast Iron,ASTM A-48 Class 30.
MOTOR HOUSING: Cast Iron ASTM A-48, Class 30.
SEAL PLATE: Cast Iron ASTM A-48 Class 30.
_ IMPELLER:
Design: 2 Vane, Open, Wth Pump Out
Vanes On Back Side. Dynamically
Balanced, ISO G6.3.
Material. Zytel 70G43 Nylon, Glass Filled.
SHAFT- 416 Stainless Steel.
SQUARE RINGS: Buna-N
HARDWARE: 300 Series Stainless Steel.
PAINT: Air Dry Enamel.
SEAL: Design: Single Mechanical, Oil-Filled Reservoir,
Secondary Exclusion Seal.
Material: Rotating Face-Carbon
Stationary Face-Ceramic
Elastomer- Buna-N
Hardware-300 Series Stainless
CABLE ENTRY: 15 ft. Cord w/Plug On 115 and 230 Volt,
Pressure Grommet For Sealing And
Series: SEA HP 1750 RPM SPEED: 175o RPM (Nominal).
(SE411 & SE421) I UPPER BEARING:
Design: Sleeve
Lubrication: Oil
Load. Radial
LOWER BEARING:
THE BELOW LISTINGS ARE FOR Design: Single Row, Ball
SE411, SE411A &SE421 ONLY. Lubrication: Oil
ca®Canadian Standards Association MOTOR: Load: Radial & Thrust
File No. LR16567 Design: NEMA L Torque Curve. Completely
Oil-Filled, Squirrel Cage Induction.
Underwriters Laboratories Inc.® Insulation: Class A.
U
.I. SINGLE PHASE:
No. E142177 Permanent Split Capacitor(PSC).
Includes Overload Protection In
Description: Motor.
FLOAT:
Automatic Models. Wide Angle,
SUBMERSIBLE NON-CLOG SEWAGE Polypropylene, 15ft. Cable.
PUMP DESIGNED FOR TYPICAL RAW SE411A& SE421A, Float w/Plug
SEWAGE APPLICATIONS. Attached To Discharge Piping,
SE411AU & SE421AU Float Attached
To Pump. ON and OFF Points are
Sample Specifications:Section 1 Pages 13-14. Adjustable.
OPTIONAL EQUIPMENT: Seal Material, Additional
00000MIN000- Cable and Cast Iron Impeller.
CRANE PUMPS &SYSTEMS
Barnes Pumps,Inc. Barnes Pumps,Inc.
Distributor Sales&Service Dept. Bid-To-Spec&Project Sales SVIM
420 Third Street/P.O.Box 603 1485 Lexington Ave.
Piqua,Ohio 45356-0603 Mansfield,Ohio 44907-2674
Ph:(513)773-2442 Ph:(419)774-1511
Fax:(513)773-2238 Fax:(419)774-1530
SECTION 1A
PAGE 2
DATE 5/94
REPLACES 7/93
SE411A &421A
SE411 & SE421 (Less Float)
x 0.75
P'1 5.32 1.56
120°
L--J Pumping 9.00
Differential
I I 16.00 Q 3.86
7.72
°
4.00
SE411AU &421A
U
10.75
1200 '32 1.56
Pumping 9.00
Differential o
U �
r7-7
16.002
7
77=4.(001
MODEL PART HP VOLT PH RPM NEMA FULL LOCKED CORD CORD CORD
NO. NO. (Nom) CODE LOAD ROTOR SIZE TYPE OD
AMPS AMPS
SE411 068701 0.4 115 1 1750 A 10.0 19.0 14/3 SJTOW-A 0.390
SE411A 082215 0.4 115 1 1750 A 10.0 19.0 14/3 SJTOW-A 0.390
SE411AU 093193 0.4 115 1 1750 A 10.0 19.0 14/3 SJTOW-A 0.390
SE421 082089 0.4 230 1 1750 A 5.0 9.5 14/3 SJTOW-A 0.390
SE421A 093194 0.4 230 1 1750 A 5.0 9.5 14/3 SJTOW-A 0.390
SE421AU 093195 0.4 230 1 1750 A 5.0 9.5 14/3 SJTOW-A 0.390
Mercury Switch on SE411A&Mechanical on SE421A, Cable 16/2, SJOW-A, 0.320 O.D., Piggy-Back Plug.
Mechanical Switch (SE411AU & SE421AU), Cable 14/2, SJOOW-A(UL), SJOW(CSA), 0.370 O.D.
IMPORTANTI
1.)QQ NOT USE THIS PUMP TO PUMP FLAMMABLE LIQUIDS.
2.)THIS PUMP IS APPROPRIATE FOR LOCATIONS CLASSIFIED AS DIVISION IL
3.)THIS PUMP IS NM APPROVED FOR USE IN SWIMMING POOLS,RECREATIONAL WATER INSTALLATIONS,DECORATIVE FOUNTAINS
OR ANY INSTALLATION WHERE HUMAN CONTACT NTH THE PUMPED FLUID IS COMMON WHILE THE PUMP IS RUNNING.
4.)PUMP CAN BE OPERATED DRY FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR AND/OR SEALS.
CRANE PUMPS &SYSTEMS
Games Pumps,Inc. Games Pumps,Inc.
Distnbutor Sates&Service Dept. Bid-To-Spec&Project Sales
420 Third Street/P.O.Box 603 1485 Lexington Ave.
Piqua,Ohio 45356-0603 Mansfield,Ohio 44907-2674 rvy A:. ,;
Ph:(513)773-2442 Ph:(419)774-1511
Fax:(513)773-2238 Fax:(419)774-1530
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MEMBER
BARNES ALARMS SECTION 6A
Wall Mounted PAGE 43
DATE 7/93
REPLACES 10/85
Specifications:
061486 High Water Alarm includes stainless steel wall plate
9 with red jewel light and one mercury level control
with 10 ft. of 18/2 cord.
O � 2.75
A QQ -
2 HOLES FOR
6-32 x 1/4
3.81 SCREWS
4.25
PIN: 061486 ,
FOR INDOOR USE ONLY. 0-
061487 High Water Alarm(Solid State) includes stainless
0 o steel wall plate, audible and visual alarm with
silencer button and one mercury level control with
�vl 10 ft. of 18/2 cord.
4.56
0
i
p — — ® —
3.28 0 4.50
PIN: 061487
FOR INDOOR USE ONLY. o ® __
CRANE PUMPS&SYSTEMS
Barnes Pumps,Inc Barnes Pumps,Inc.
Distributor Sales&Service Dept. Bid-To-Spec&Project Sales
420 Third Street/P.O.Box 603 1485 Lexington Ave.
Piqua,Ohio 45356-0603 Mansfield,Ohio 44907-2674
Ph:(513)773-2442 Ph:(419)774-1511
Fax:(513)773-2238 Fax:(419)774-1530
BARNES®MERCURY LEVEL CONTROLS SECTION 6C
Pipe Mounted & Suspended PAGE 47
DATE 7/93
REPLACES 7/92
Specifications:
CABLE: Material: 18-2 SJO W-A, 41 Strand x#34, 90°C
Size: .29 Dia. x(See Chart for Length)
HOUSING: Material: Polypropylene
Color. Normally Open- Blue
Normally Closed-Red
CLAMP: Adustable 1"-3"Stainless Steel with
Polypropylene Saddle.
(Models 073613, 073615 and 073617)
WEIGHT: Suspended, 2.25"Sph. lead weight
with Adjustable stainless steel fittings
(Models 073612, 073614 and 073616)
TEMPERATURE RATING: 60°C
SWITCH: Mercury, Narrow Angle , Horizontal
SWITCH RATING: 4.5A @ 115VAC RES
2.25A @ 230VAC RES
Pipe Mounted: Description:
P/N's: 073613, 073615 &
073617 The Mercury Level Controls are available in either a pipe mounted
or suspended configuration with 25 to 200 feet of cable on P/N's
073612, 073613, 073614 &073615; P/N 073616'with 15 feet
'(use 073612, for longer lengths). P/N 073617 with 15&20 feet.
They are pilot duty devices which control the function of motor load
devices, such as contactors, motor starters, and power relays, to
automatically cycle a pump or pumps. They can also be used for
alarm signaling devices. Two Mercury Level Controls for a one
pump operation; three for a two pump operation. If an alarm device
is used, add another Level Control.
LEVEL CONTROL SELECTION CHART
Control Cord Type Contacts
Number Length Installation
073612 25 to 200Ft. Suspended Open
Suspended: 073613 25 to 200Ft. Pipe Mounted Open
073614 25 to 200Ft. Suspended Closed
P/N's: 073612, 073614 & 073615 25 to 200Ft. Pipe Mounted Closed
073616 073616 `15Ft. Suspended Open
073617 15 & 20Ft. Pipe Mounted Open
s ® State cord length at time of ordering
CRANE PUMPS & SYSTEMS
Barnes Pumps,Inc Barnes Pumps,Inc.
Distributor Sales&Service Dept. Bid-To-Spec&Project Sales j
420 Third Street/P.O.Box 603 1485 Lexington Ave.
Piqua,Ohio 45356-0603 Mansfield,Ohio 44907-2674
Ph:(513)773-2442 Ph:(419)774-1511
Fax:(513)773-2238 Fax:(419)774-1530
I
SECTION
6C
PAGE 48
DATE 7/93
REPLACES 7/92
TYPICAL SIMPLEX WIRING SCHEMATIC
L1 2 L
L1 ON L2
OFFSTARTER
COIL
AUXILIARY
CONTACT
TO MOTOR
TYPICAL ALARM WIRING SCHEMATIC
L1 i 120V 60HZ N
4.50 SILENCE
en�a�aawe we 1 F _Z 3
E2
1
ALARM CONTACT ALARM LIGHT
(MINI-FLOAT)
—2.8 R
R1
2
AUDIBLE ALARM—)
TYPICAL PIPE MOUNTED INSTALLATION:
General Comments: MOUNTING OR
1. Never work in the sump with the power on. DISCHARGE PIPE
2. Attach the Level Controls to the mounting pipe or
the pump discharge pipe. The"off'float should be
below the"on"float in a"pump out"application.
3. Arrange the Level Controls so they do not tangle
or hang up.
4. Insert the hose clamp through the two slots in
the pipe/cable clamp, circle the discharge pipe "ON" FLOAT
with the hose clamp, feed the end of the hose
clamp through the screw and tighten.
5. Measuring the difference between mounting
points given the"pump down"differential. DIFFERENTIAL
Important Notes-Mercury Level Controls are pilot
duty devices. They cannot be used to directly power A E LVE
pump motors. Also, do not use Mercury Level
Controls in gasoline or other combustibles. Mercury
level control are compatible with intrinsically safe "OFF" FLOAT
relays.
CRANE PUMPS &SYSTEMS
Barnes Pumps,Inc. Barnes Pumps,Inc.
Distributor Sales&Service Dept. Bid-To-Spec&Project Sales
420 Third Street/P.O.Box 603 1485 Lexington Ave.
Piqua,Ohio 45356-0603 Mansfield,Ohio 44907-2674
Ph:(513)773-2442 Ph:(419)774-1511
Fax:(513)773-2238 Fax:(419)774-1530
JOB
SHEET NO. OF
CALCULATED BY DATE
CHECKED BY DATE
SCALE
PT/G.... TSN K
. ............. ....
.. ..
..
porv�vr< ,g7 , .' PTi rA �v .... ...............61
....
..............
. �:,
.........
....
...
...........
f
t?o.ry N QD_ Jac _ �. ..A lu -�-
S4:) It--
.............
/ i �Gs 11j..
..... ..
PRODUCT OS625-1
PLAN REVIEW CHECKLIST
ADDRESS_ 0�02, ��� DSD ENGINEER
GENERAL
3 COPIES STAMP LOCUS NORTH ARROW SCALE e�
CONTOURS `' PROFILE `1-1 (SC) SECTION BENCHMARK SOIL &
PERCS V_" ELEVATIONS rWETS . DISCLAIMER WELLS & WETS
WATERSHED? /i DRIVEWAY�D~WATER LINE FDN DRAIN M&P�
SCH40 k-� TESTS CURRENT? SOIL EVAL23EP_WRTA
No
SEPTIC TANK O 5/°Ee5
MIN 1500G t� .17 INVERT DROP v GARB. GRINDEJ/Q (2 comps +200
P )
10 ' TO FDN_JZ MANHOLE v ELEV GW ## COMPS. GB
D-BOX /VD SI'�Gs
SIZE ## LINES \_3 FIRST 2 ' LEVEL STATEMENT
INLET fd/. a7 - OUTLET 1,91-10 /7 (2" OR . 17 FT) TEE REQ 'D? ilCs
LEACHING
MIN 440 GPD? RESERVE AREA— .4 ' FROM PRIMARY? — 20 SLOPE
100 ' TO WETLANDS 100 ' TO WELLS 4 ' TO S .H.GW_ (5 ' >2M/IN)
20 ' TO FND & INTRCPTR DRAINS z 400 ' TO SURFACE H2O SUPP
4 ' PERM.. SOIL BELOW FACILITY . MIN 12" COVER `S FILL? L'`' ( 15 ' )
BREAKOUT MET?�- (,t�ALG iVbT �D �l'e!>/y 5 ySsy
TRENCHES
MIN 44.0 gpd SLOPE (min . 005 or 6"/100 ' ) SIDEWALL DIST. 3X EFF.
W OR D (MIN 6 ' ) RESERVE BETWEEN TRENCHES?. IN FILL? MUST
BE 10 ' MIN. 4" PEA STONE? VENT? ( >3 ' COVER; LINES >50 ' )
BOT + SIDE - X LDNG = TOT
(L x W x #) (DxLx2x#) (G/ft2)
Copyright 0 1996 by S.L. Starr
l
PITS
MIN 440 LEACHING MIN 1 ( 13 ' x16 ' ) PIT MANHOLE/PIT
GW MIN 4 ' BELOW BOTTOM EX.0 2x EFF W OR D 12"-48" STONE .
BOT + SIDE x LOAD = TOTAL:
(L x W x #) ( 2x( L+W)xD x (G/ft2 ) '
CHAMBERS
MIN 440 LEACHING• GW MIN 4" BELOW COVER >3 FT' - VENT'
MANHOLES
12`74a" STONE SPLASH PADS SLOPE :. OQa`
BED/TRENCH (Bed max. 60 X 60 ) MIN 13 X 16 PIT` . . .. _
BOT + SIDE' X.,.LOAD = TOTAL
(L x W x. #) (.2 x (L+W)xD x. #;). (G/ft2). -
-
FIELDS.: - - -
MIN 440 GPD � ' FIELD-
PIPE
0-
0
ft2 BED
W
G MIN 4 BELOW,0 BOTTOM. F F.... r�%
. 0 IELD
PIPE ENDS JOINEDT:-6� " PEA�STONE? DIST LINE SLOPE.".,-G.0 5?
>3.''COVER-VENT.' SCH 40 f- MIN 1.2 COVEk
RATE X . 3 6) X = TOTAL <�Z�'C `#.�
L 13 W LDG
DOSING TANKS AND PUMPS
�_ �--�---� -�/ - - .,:;;,,,,,, ate;_ ,,•....
DIMENSIONS 1,6 X. .S X 4,� _ //73.75 '` " PUMP CAPACITY'-:'-
L
APACITY L W D Vol . -
DISCHARGE SIZE 43 K DISCHARGE' RATE
DISCHARGE: TIME , .':-..
gPm
MANHOLES TO GRADE G,"" ALARM SEP .. CIRC .. GW (Min L" below"
inlet), HWL CHECK.: VALVE_(z BLEEDER HOLE MANUAL
OP . SWITCH (/ �_ . . .
ENUF STORAGE .
.Copyright ® 1996 by S.L. Starr
s
23
SEWAGE PUMP STATION
DESIGN COMPUTATIONS
Single Family Dwelling
222 Bradford Street
North Andover, MA
OWNER & APPLICANT
Jack Carney
222 Bradford Street
North Andover, MA
DATE: 10/2/97
OSEPHrN ,
SETI IL
KA
r.d,5i
Ptc. 5981
PUMP.XLS
DESIGN DATA:
DESIGN FLOW 440 Gal/Day
SOIL CLASS 2
PERC RATE 40 Min/Inch
FORCE MAIN DIA. 2" SDRPVC
HAZEN-WILLIAMS COEFF. 150 40
PUMP:
MANUFACTURER: PEABODY-BARNES
MODEL#: SE-411 HORSEPOWER: 0.4
PUMP CHAMBER:
STORAGE
PRIMARY 440.0 gallons
RESERVE 440.0 gallons
VOL. IN PIPE RUN 0.0 gallons
TOTAL 880.0 gallons
DIMENSIONS
LENGTH* 7.50
WIDTH* 4.50
DEPTH* 4.40
*INSIDE DIMENSIONS
ELEVATIONS
INLET INVERT 96.70
SUMP 92.30
OFF 92.80
ON 94.54
ALARM 94.96
STATIC HEAD:
DBOX INLET ELEV. 101.30 FT
PUMP OFF ELEV. 92.80 FT
TOTAL STATIC HEAD 8.50 FT
PUMPALS
EQUIVALENT LENGTH:
FRICTION LOSSES IN PUMP CHAMBER:
1 2"DIA 900 BEND 5.0 FT
0 2-DIA 45°BEND 0.0 FT
1 2"DIA CHECK VALVE 14.0 FT
1 2"DIA GATE VALVE 1.2 FT
TOTAL LOSS 20.2 FT
b 1 21.0 FT
FRICTION LOSSES IN PIPE RUN:
2 2"DIA 90° BEND 10.0 FT
0 2"DIA 450 BEND 0.0 FT
0 2"DIA 22.50 BEND 0.0 FT
1 2"DIA TEE 12.0 FT
15 LENGTH OF RUN 15.0 FT "
MISC. PIPE 1.5 FT
TOTAL LOSS 38.5 FT
b 1 39.0 FT
TOTAL EQUIV. LENGTH: 60 FT
SYSTEM CURVE:
Q V HF/100 HF HS TDH
GPM FPS FT FT FT FT
20 1.8 0.72 0.43 8.5 8.93
25 2.3 1.09 0.65 8.5 9.15
30 2.7 1.52 0.91 8.5 9.41
35 3.2 2.03 1.22 8.5 9.72
40 3.6 2.59 1.56 8.5 10.06
50 4.5 3.92 2.35 8.5 10.85
60 5.4 5.50 3.30 8.5 11.80
70 6.3 7.32 4.39 8.5 12.89
80 7.2 9.37 5.62 8.5 14.12
90 8.1 11.65 6.99 8.5 15.49
FROM ATTACHED PUMP CURVE:
60 gpm @ 12 TDH
TIME ON: 7.3 minutes
PUMP.XLS
BARN ES SUBMERSIBLE NON-CLOG PUMPS SECTION 1A
Series: SE, Manual & Automatic PAGE
1-1/2" Spherical Solids HandlingDATE 5/94
REPLACES 7/93
Specifications
DISCHARGE: 2"NPT, Vertical
LIQUID TEMPERATURE: 104° F Continuous.
VOLUTE: Cast Iron,ASTM A-48 Class 30.
MOTOR HOUSING: Cast Iron ASTM A-48, Class 30.
SEAL PLATE: Cast Iron ASTM A-48 Class 30.
IMPELLER:
Design: 2 Vane, Open, With Pump Out
Vanes On Back Side. Dynamically
Balanced, ISO G6.3.
Material., Zytel 70G43 Nylon, Glass Filled.
SHAFT: 416 Stainless Steel.
SQUARE RINGS: Buna-N
HARDWARE: 300 Series Stainless Steel.
PAINT: Air Dry Enamel.
SEAL: Design: Single Mechanical, Oil-Filled Reservoir,
Secondary Exclusion Seal.
Material: Rotating Face-Carbon
Stationary Face-Ceramic
Elastomer-Buna-N
Hardware-300 Series Stainless
CABLE ENTRY: 15 ft. Cord w/Plug On 115 and 230 Volt,
Pressure Grommet For Sealing And
Strain Relief.
Series: SEA HP 1750 RPM SPEED: 1750 RPM (Nominal).
(SE411 & SE421) UPPER BEARING:
Design: Sleeve
Lubrication: Oil
Load. Radial
LOWER BEARING:
THE BELOW LISTINGS ARE FOR Design: Single Row, Ball
SE411,SE411A&SE421 ONLY. Lubrication: Oil
Load. Radial&Thrust
ca®Canadian Standards Association MOTOR:
File No.LR16567
Design:n: NEMA L Torque orque Curve. Completely
Oil-Filled Squirrel C
Induction.
Cage q 9 n.
U• `' Underwriters Laboratories Inc.
® Insulation: Class A.
File No. E142177 SINGLE PHASE: Permanent Split Capacitor acitor(P
SC).
Includes Overload Protection In
Description: Motor.
FLOAT: Automatic Models. Wide Angle,
SUBMERSIBLE NON-CLOG SEWAGE Polypropylene, 15ft. Cable.
PUMP DESIGNED FOR TYPICAL RAW SE411A&SE421A, Float w/Plug
SEWAGE APPLICATIONS. Attached To Discharge Piping,
SE411AU & SE421 AU Float Attached
To Pump. ON and OFF Points are
Sample Specifications:Section 1 Pages 13-14. Adjustable.
OP-TIONAL EQUIPMENT: Seal Material, Additional
Cable and Cast Iron Impeller.
LC RA N E PUMPS&SYSTEMS
Barnes Pumps,Inc. Barnes Pumps,Inc.
Distributor Sales&Service Dept. Bid-To-Spec&Project Sales
420 Third StreetlP.O-Box 603 1485 Lexington Ave.
Piqua,Ohio 45356-0603 Mansfield,Ohio 44907-2674 UWNAII
Ph:(513)773-2442 Ph:(419)774-1511
Fax:(513)773-2238 Fax:(419)774-1530
SECTION 1A
PAGE 2
DATE 5/94
REPLACES 7/93
SE411A &421A
SE411 &r SE421 (Less Float)
x 0.75
p71 5.32 -1-56-
1200
Pumping 9.00
Differential o
I 16.00 0 3.86
f I --+-
7.72
0
4.00
SE411AU &421AU
10.75
32 1.56
120' 9.00
Pumping
Differential a
r7-7
16.002
4.00
MODEL PART HP VOLT PH RPM NEMA FULL LOCKED CORD CORD CORD
NO. NO. (Nom) CODE LOAD ROTOR SIZE TYPE OD
AMPS AMPS
SE411 068701 0.4 115 1 1750 A 10.0 19.0 14/3 SJTOW-A 0.390
SE411A 082215 0.4 115 1 1750 A 10.0 19.0 14/3 SJTOW-A 0.390
SE411AU 093193 0.4 115 1 1750 A 10.0 19.0 14/3 SJTOW-A 0.390
SE421 082089 0.4 230 1 1750 A 5.0 9.5 14/3 SJTOW-A 0.390
SE421A 093194 0.4 230 1 1750 A 5.0 9.5 14/3 SJTOW-A 0.390
SE421AU 093195 0.4 230 1 1750 A 5.0 9.5 14/3 SJTOW-A 0.390
Mercury Switch on 6E41 1A&Mechanical on SE421A, Cable 16/2, SJOW-A,0.320 O.D., Piggy-Back Plug.
Mechanical Switch (SE411AU & SE421AU), Cable 14/2, SJOOW-A(UL), SJOW(CSA), 0.370 0.D.
IMPORTANTI
1-)D0 N0 USE THIS PUM?TO PUMP FLAMMABLE LIQUIDS.
2.)THIS PUMP IS APPROPRIATE FOR LOCATIONS CLASSIFIED AS DMSION II.
3.)THIS PUMP IS EM APPROVED FOR USE IN SWIMMING POOLS,RECREATIONAL WATER INSTALLATIONS,DECORATIVE FOUNTAINS
OR ANY INSTALLATION WHERE HUMAN CONTACT WITH THE PUMPED FLUID IS COMMON WHILE THE PUMP IS RUNNING.
4.)PUMP CAN BE OPERATED DRY FOR EXTENDED PERIODS WITHOUT DAMAGE TO MOTOR ANDJOR SEALS.
CRANE PUMPS&SYSTEMS
Barnes Pumps,Inc. Barnes Pumps,Inc.
Distributor Sales&Service Dept- Bid-To-Spec&Project Sales
420 Third StreetJP.O.Box 603 1485 Lexington Ave.
Piqua,Ohio 45356-0603 Mansfield,Ohio 44907-2674
Ph:(513)773-2442 Ph:(419)774-1511
Fax:(513)773-2238 Fax:(419)774-1530
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BARNES®ALARMS SECTION 6A
Wall Mounted PAGE 43
DATE 7/93
REPLACES 10/85
Specifications:
061486 High Water Alarm includes stainless steel wall plate
e with red jewel light and one mercury level control
with 10 ft. of 18/2 cord.
O � 2.75
8 0—
2 HOLES FOR
6.32 x 114
3.81 SCREWS
O
4.25
P/N: 061486 ,
FOR INDOOR USE ONLY. 0-
061487 High Water Alarm(Solid State) includes stainless
0 o steel wall plate, audible and visual alarm with
silencer button and one mercury level control with
�vl 10 ft. of 18/2 cord.
4.56
0
� I
3.28 O 4.50
P/N: 061487
FOR INDOOR USE ONLY. e ® —
1.81
PUMPS
CRANE PUMPS &SYSTEMS
Barnes Pumps,Inc Barnes Pumps,Inc.
Distributor Sales&Service Dept. Bid-To-Spec&Project Sales
420 Third Street/P.O.Box 603 1485 Lexington Ave.
Piqua,Ohio 45356-0603 Mansfield,Ohio 44907-2674
Ph:(513)773-2442 Ph:(419)774-1511
Fax:(513)773-2238 Fax:(419)774-1530
BARNES MERCURY LEVEL CONTROLS SECTION 6C
Pipe Mounted & Suspended PAGE 47
DATE 7/93
REPLACES 7192
Specifications:
CABLE: Material. 18-2 SJO W-A, 41 Strand x#34, 90°C
Size: .29 Dia.x(See Chart for Length)
HOUSING: Material., Polypropylene
Color. Normally Open-Blue
Normally Closed-Red
CLAMP: Adustable 1"-3"Stainless Steel with
Polypropylene Saddle.
(Models 073613, 073615 and 073617)
WEIGHT: Suspended, 2.25"Sph. lead weight
with Adjustable stainless steel fittings
(Models 073612, 073614 and 073616)
TEMPERATURE RATING: 60*C
SWITCH: Mercury, Narrow Angle , Horizontal
SWITCH RATING: 4.5A @ 115VAC RES
2.25A @ 230VAC RES
Pipe Mounted: Description:
P/N's: 073613, 073615 & The MercuryLevel Controls are available in either a
073617 pipe mounted
or suspended configuration with 25 to 200 feet of cable on P/N's
073612, 073613, 073614 &073615; P/N 073616*with 15 feet
*(use 073612, for longer lengths). P/N 073617 with 15&20 feet.
They are pilot duty devices which control the function of motor load
devices, such as contactors, motor starters, and power relays, to
automatically cycle a pump or pumps. They can also be used for
alarm signaling devices. Two Mercury Level Controls for a one
pump operation;three for a two pump operation. If an alarm device
is used, add another Level Control.
LEVEL CONTROL SELECTION CHART
Control Cord Type Contacts
Number Length Installation
073612 25 to 200Ft. Suspended Open
Suspended: 073613 25 to 200Ft. Pipe Mounted Open
073614 25 to 200Ft. Suspended Closed
P/N's: 073612, 073614 & 073615 25 to 200Ft. Pipe Mounted Closed
073616 073616 *15Ft. Suspended Open
073617 15 &20Ft. Pipe Mounted Open
ULS ® State cord length at time of ordering
CRANE PUMPS&SYSTEMS
Barnes Pumps,Inc Barnes Pumps,Inc.
Distributor Sales&Service Dept. Bid-To-Spec&Project Sales
420 Third Street/P.O.Box 603 1485 Lexington Ave.
Piqua,Ohio 45356-0603 Mansfield,Ohio 44907-2674
Ph:(513)773-2442 Ph:(419)774-1511
Fax:(513)773-2238 Fax:(419)774-1530
SECTION 6C
PAGE 48
DATE 7/93
REPLACES 7/92
TYPICAL SIMPLEX WIRING SCHEMATIC
L1 2
❑L-1-�, pN L2
d
OFF STARTER
COIL
AUXILIARY
CONTACT
TO MOTOR
TYPICAL ALARM WIRING SCHEMATIC
L1 120V 60HZ N
4.50 SILENCE
eeu�Res,ac. 1 r — — J � 3
E2
L _ J
1
ALARM CONTACT ALARM LIGH
(MINI-FLOAT)
R1
2
AUDIBLE ALAR
TYPICAL PIPE MOUNTED INSTALLATION:
General Comments: MOUNTING OR
1. Never work in the sump with the power on. DISCHARGE PIPE
2. Attach the Level Controls to the mounting pipe or
the pump discharge pipe. The"off'float should be
below the"on"float in.a"pump out"application.
3. Arrange the Level Controls so they do not tangle
or hang up.
4. Insert the hose clamp through the two slots in
the pipe/cable clamp, circle the discharge pipe "ON" FLOAT
with the hose clamp, feed the end of the hose
clamp through the screw and tighten.
5. Measuring the difference between mounting
points given the"pump down"differential. DIFFERENTIAL
Important Notes-Mercury Level Controls are pilot
duty devices. They cannot be used to directly power A E LVE
pump motors. Also, do not use Mercury Level
Controls in gasoline or other combustibles. Mercury
level control are compatible with intrinsically safe "OFF" FLOAT
relays.
CRANE PUMPS &SYSTEMS
Barnes Pumps,Inc. Barnes Pumps,Inc.
Distributor Sales&Service Dept. Bid-To-Spec&Project Sales
420 Third Street/P.O.Box 603 1485 Lexington Ave.
Piqua,Ohio 45356-0603 Mansfield,Ohio 44907-2674
Ph:(513)773-2442 Ph:(419)774-1511
Fax:(513)773-2238 Fax:(419)774-1530
TOWN OF NORTH ANDOVER
SYSTEM PUMPING RECORD
DATE:
SYSTEM OWNER & ADDRESS SYSTEM LOCATION
(example: left front of house)
020 ,;� 161, ,,cc���gCc� ,
DATE OF PUMPING:� .d QUANTITY PUMPED &0
CESSPOOL: NO f,//YES SEPTIC TANK: NO YES v
NATURE OF SERVICE: ROUTINE EMERGENCY
OBSERVATIONS:
GOOD CONDITION FULL TO COVER
HEAVY GREASE BAFFLES IN PLACE
ROOTS LEACHFIELD RUNBACK
EXCESSIVE SOLIDS FLOODED
SOLIDS CARRYOVER OTHER (EXPLAIN)
SYSTEM PUMPED BY:
COMMENTS:
CONTENTS TRANSFERRED TO: I
APPLICATION FOR SEWAGE DISPOSAL INSTALLATION
HEALTH DEPARTMENT - NORTH ANDOVER, MASS.
I here 'y ake a lication for a permit for a sewage disposal installation at
6;e- . I will install this system in ac-
cordance with all the laws of the Commonwealth of Massachusetts and regulations of
the Board of Health of the Town of North Andover.
Further, I will construct the house sewer of bell and spigot pipe, the minimum
diameter being 4 inches, and will maintain a minimum grade of 1/ until 10 feet pre-
ceding the septic tank, where the grade shall not exceed 2%. I will install a con-
crete septic tank of in size. A manhole (s) permitting easy cleaning
will be provided with removable cover (s) of iron or concrete within 12 inches of
the ground surface. I will provide subsurface disposal field with 4 inch perforated
or open jointed pipe and laid in a series of trenches, the bottom of which will pro-
vide a minimum of ", 0-e lineal (square) feet of effective absorption area.
The pipes will be laid on a 6 inch layer of washed gravel or crushed stone ranging
in size from 3/4 to 1-1/2 inches (dia.) and the pipes will be surrounded by similar
material to a height of 2 inches above the. crown of the pipe. The joints of these
pipes will be protected from clogging and before filling the trench, 2 inches of
gravel or stone 1/8" to 1/4" (dia.) will be placed over the course gravel or stone.
The disposal field will be installed at a grade of 4 to 6 inches/100 feet. No single
tile line will exceed 100 feet in length and in any case, two lines of tile will be
installed. A minimum of 6 feet will be maintained between the center lines of the
disposal field trenches and the average depth of trench shall not exceed 36 inches.
No part of the installation will be less than 100 feet from any private water supply,
25 feet from any stream, 20 feet from any dwelling or 10 feet from any property line.
I further agree not to cover any portion of this installation until approved by the
inspection officer, as provided below, and to incorporate any additional requirements
that may be attached to the permit. Plot Plans must be submitted with application.
DATE 5 - cel- 70
JA
Si ature of Pplicant
I hereby issue the above permit for the Board of Health of the Town of North
Andover, Massachusetts.
DATE �' 76
Signature of Health Agent
I have inspected the uncovered system indicated above and find everything done
as described.
�i
DATE 7� f Ua
e �
Signature o nspecting Officer
Percolation Test �
Garbage Grinder /u (�
r
BOARD OF HEALTH
TOWN OF NORTH ANDOVER, MASS.
v
0 n rl 0
��.
sit
so '
1. NAME do S F P A DATE M,¢y /yJo
2. ADDRESS /Q A, -6 b S T LOT NO. TEL. 6 6
3. NO. OF BEDROOMS I- DEN YES NO G--
4. GARBAGE GRINDER YES NO L�
5. SHOW DIMENSIONS OF HOUSE L
6. SHOW DISTANCES OF HOUSE TO ALL PROPERTY LINES L
7. SHOW DIMENSIONS OF LOT c�
8. SHOW LOCATION AND SIZE OF SEPTIC TANK OR CESSPOOL C-
9.
9. NOTE LOCATION AND DISTANCE OF WELL FROM SEWERAGE SYSTEM L
10. SHOW LOCATION OF BROOKS, STREAMS, DITCHES, LEDGE OUTCROP, ETCH
11. SHOW DISTANCE OF SEPTIC TANK OR CESSPOOL FROM HOUSE (--
NOTE: LOCAL REGULATIONS SHOULD BE READ CAREFULLY.
BOARD OF HEALTH OF NORTH ANDOVER MASSACHUSETTS
SEWAGE DISPOSAL
DATE Y917 0
fl f /
NAME OF APPLICANT //
LOCATION
Address f lot no,
BUILDING: Dwelling X Other
SYSTEM: New Repair
GENERAL DESCRIPTION OF LAND WJ
SUBSOIL: Clay Javel Sand
PERCOLATION TEST minutes per inch,
MINIMUM INSTALLATION RECOMMENDATIONS
CONCRETE SEPTIC TANK. _gallon capacity,
LEACH FIELD ` lineal feet of drain pipe,
e
(&L
William J. Dri c 11� Engineer
Board of Health
Town of North Andover 40RTFI
OFFICE OF 3�°g'""
COMMUNITY DEVELOPMENT AND SERVICES p
. ,
30 School Street ` i10
North Andover,Massachusetts 018.15 � E°
WILLIAM J. SCOTT 9ss4c us
Director
March 16, 1998
Joseph Serwatka
31 Kendrick Street
Lawrence,MA 01841
RE: 222 Bradford Street
i
Dear Mr. Serwatka:
This letter comes as a followup to our discussion of March 12, 1998 concerning the septic repair at
222 Bradford Street,North Andover.
It is my understanding that you will be raising the leach area to meet the 4 foot to groundwater
regulation thereby avoiding requesting this variance and a reduction in the leach area size from DEP. As I
believe you are aware,you must request these and any other variances from the local Board of Health and
must by law submit a written request to be on the agenda for the specific variances. To date we have not
received a letter requesting to be on the agenda for any meeting. The next Board of Health meeting will be
held on March 26, 1998 at 7:00 P.M. in the Town Hall basement conference room at 120 Main Street and
requests for agenda placement must be received in the Health office at least one week prior to the meeting.
These may be faxed, if necessary,to 978-688-9542.
Please call the office if you have any questions.
Sincerely,
Sandra Starr,R.S.
Health Administrator
Cc: J. Carney
W. Scott
File
I
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
I 'OMPLAINT NUMBER DATE:
COMPLAINTANT: Jed��^�e- '3RN Y CLOSE DATE:
ADDRESS : PHONE:
OWNER: -Teq N N E f' �,�deR 3��! (Pnati e y) PHONE #:
ADDRESS: as �9A4
INSPECTION DATE: ORDER L DATE:
COMPLAINT: lVel
ACTION:
Kr,s,7
OF Ell
TOWN WN0$TH ANDOVER -
SYSTEM PUWIN(}RECORD
DATE 6 20b3
�o� -�a�-b +
SYSTEM OWNER&ADDRESS SYSTEM LOCATION
DATE OF PUMPIN -QUANTITY?
ED I .Sty D4d(l-
CESSPOOL NO _YES SEPTIC TANK NO YES
NATURE OF SERVICE;-.,. NE�'EMERGENCY
OBSERVATIONS:
GOOD CONDITION '
' FULL TO COVER ,
4AVY GREASE ' . BAFFLES IN LACE
ROOTS LEACHFIELD RUNBACK
EXCESSIVE SOLIDS •FLOODED
SOLID CARRYOVER— OTHER EXPLAIN
SYSTEM PUMPED BY r/B]��►� �
COMMENTS:
CONTENTS
TRANSFERRED
TO
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