HomeMy WebLinkAboutMiscellaneous - 107 GRANVILLE LANE 4/30/2018 ' III GRANVILLE LANE le
--' - 210/106.C-0056-0000.0
Residential Property Record Card
PARCEL ID:210/106.C-0056-0000.0 MAP:106.0 BLOCK:0056 LOT:0000.0 PARCEL ADDRESS:107 GRANVILLE LANE FY:2012
PARCEL INFORMATION Use-Code: 101 Sale Price: 1 Book: 12351 Road Type: T Inspect Date: 05/01/2007
Tax Class: T Sale Date: 12/29/10 Page: 0235 Rd Condition: P Meas Date: 05/01/2007
Owner: _
Tot Fin Area: 2292 Sale Type: P _ Cert/Doc: Traffic: M Entrance: X
J&R REALTY TRUST
J ANDERSON&R ANDERSON,TRUSTEE Tot Land Area: 1.24 Sale Valid: A Water: Collect Id: SGC
Grantor: ANDERSON Sewer: Inspect Reas: M
Address:
107 GRANVILLE LANE Exempt-B/L% / Resid-B/L% 100/100 Comm-B/LP/° Indust-B/L% / Open Sp-B/L% /
NORTH ANDOVER MA 01845
RESIDENCE INFORMATION LAND INFORMATION
Style: CL Tot Rooms: 7 Main Fn Area: 1284 Attic: NBHD CODE: 6 NBHD CLASS: 6 ZONE: R2
Story Height: 2.00 Bedrooms: 4 Up Fn Area: 1008 Bsmt Area: 1272 Seg Type Code' Method Sq-Ft Acres Influ-Y/N Value Class
Roof: L Full Baths: 2 Add Fn Area: Fn Bsmt Area: 800 1 P 101 S 43560 1.000 206,910 �.
Ext Wall: WS Half Baths: Unfin Area: Bsmt Grade: 2 R 101 A 0 0.240 1,824
Masonry Trim: Ext Bath Fix: 1 Tot Fin Area: 2292 VALUATION INFORMATION
Foundation: CN Bath Qual: T RCNLD: 256046 Current Total: 464,700 Bldg: 256,000 Land: 208,700 MktLnd: 208,700
Kitch Qual: T Eff Yr Built: 1983 Mkt Adj: Prior Total: 464,700 Bldg: 256,000 Land: 208,700 MktLnd: 208,700
Heat Type: HW Ext Kitch: Year Built: 1976 Sound Value:
Fuel'type: G Grade: G Cost Bldg: 256,000
Fireplace: 1 Bsmt Gar Cap: Condition: A Aft Str Val 1:
Central AC: N Bsmt Gar SF: Pct Complete: Aft Str Va12:
Aft Gar SF: 576%Good P/F/E/R: //100/85
Porch Type Porch Area Porch Grade Factor �
P 60
W 240
SKETCH PHOTO
W 241
10
240 S h 10
24
1 yy
.a .
24
FMIB FU/FMill
G 264 Sq Ft 1008 SgFt
576 SgFt 28 28
24 34 331 24 36 1
r
60 �
- mow--- .r.►� , C,....
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107 GRANVILLE LANE
Parcel ID:210/106.C-0056-0000.0 as of 3/15/12 Page 1 of 1
Form No.4
Town of North Andover, Massachusetts
BOARD OF HEALTH
19
CERTIFICATE OF COMPLIANCE
This is to certify that
the Individual Soil Absorption Sewage Disposal System constructed ( ' or repaired ( )
by �G if,L� SO L)
INSTALLER
at
SITE LOCATION
has been installed in accordance with Board of Health Regulations as described in the Design
Approval Site System Permit No. 7 dated X 19 '? 7
The issuance of this certificate shall not be construed as a guarantee that the system will
function satisfactorily.
BOARD OF HEALTH ENGINEER
TOWN OF NORTH ANDOVER
SEWAGE DISPOSAL SYSTEM
INSTALLATION CERTIFICATION
The undersigned hereby certify that the Sewage Disposal System( ) constructed; ( repaired;
by
J
located at /0 2 ���� � V1
was installed in conformance with the.North Andover Board of Health approved plan, System
Design Permit 7 dated �% with an approved design flow of
gallons per day. The materials used ere in conformance with those specified on the approved
plan;the system was installed iiraccorcrance with the provisions of 310 CNIR 15.000, Title 5 and
local regulations, d the final grading-agrees substantially with the approved plan. All work is
accurately repres on the As-built which has been submitted to the Board of Health.
Installer: Lic. 4: Date:
Design Engine im
Date: 3Z l 9
TOWN OF NORTH ANDOVER
SEWAGE DISPOSAL SYSTEM
INSTALLATION CERTIFICATION
The undersigned hereby certify that the Sewage Disposal System( instructed; ( )repaired;
by OCA ouc
located at o
was installed in conformance with VNN,,oh Andover Board of Health approved plan, System
Design Permit#ldatedwith an approved design flow of LILI
gallons per day. The materials used "ere fn conformance with those specified on the approved
plan; the system was installed in accordance with the provisions of 310 CMR 15.000, Title 5 and
local regulations, and the final grading agrees substantially with the approved plan. All work is
accurately represented on the As-built which has been submitted to the Board of Health.
Bed inspection date:
Inspector
Final inspection date:
Inspector
Installer: Lic. #: Date: —all
Design E neer: Date:
AS-BUILT CHECKLIST
LOT NUMBER, STREET NAME
ASSESSORS MAP & PARCEL NUMBER
✓' LOT LINES &LOCATION OF DWELLINGS
c/ LOCATION&DIMENSIONS OF SYSTEM;
INCLUDING RESERVE
TIES TO LOT LINES &DWELLING, WELLS
a. FRAM SEPTIC TANK
b. FROM LEACH AREA
v LOCATIONS OF DEEP HOLES &PERC
TESTS
z/ ELEVATIONS OF DISPOSAL SYSTEM
(� TOP OF FDN ELEVATION
r� LOCATIONS OF WELLS, DRAINS, WATERCOURSES
W/INI 150' OF SYSTEM
LOCATION OF WATER, GAS, ELECTRIC LINES, CABLE
i� DISTANCES FROM CORNERS OF HOUSE TO CENTER OF
TANK& D-BOX
V STAMP & SIGNATURE
INIPERVIOUS AREAS -DRIVEWAYS, ETC.
V NORTH ARROW
_ FINAL CONTOURS
LOCATION & ELEVATION OF BENCHMARK USED
__ � LOCUS PLAN
TOWN OF NORTH AhiDOV"ER/
BOARD OF HEALTH
FEB - 1 1999
THO
E4 NEVE
ASSOGIATV*SC.
IN
January 28, 1999
Susan Ford, Health Inspector
Board of Health
27 Charles Street
North Andover, MA 01845
Re: 107 Granville Lane
Owner: John&Rita Anderson
Dear Susan:
We are in receipt of your checklist for the sanitary disposal system as-built for the
above-referenced property. Please find enclosed 2 prints of the revised as-built plan.
The additional information requested has been added to the plans with the following exceptions:
1. We do not have an existing top of foundation elevation shown on the plan because the
proposed work was to start at the existing septic tank, therefore this information was not
needed and was not gathered in the field.
2. The water service location has been added to the plan, however, all other utility locations
are unknown. At the time of the system installation the installer found the electric service
running through the proposed bed location and had it relocated around the bed. He had
backfilled the new service before we could locate it in the field. We have tried on several
occasions to contact him to get an approximate location with no success. Based on the
water service location and the fact that the electric service was relocated we feel that there
are no utilities through or within the required setbacks of the existing leach bed.
3. The final grading is similar to that which is shown on the approved plan, therefore, as you
stated there is no need to show finish grade contours.
We will contact our client to pick up the system certification form from your office so that it may
be signed and returned to you.
• ENGINEERS • • LAND SURVEYORS LAND USE PLANNERS
447 Old Boston Road U.S. Route#1 Topsfield, MA 01983
(978)887-8586 FAX(978)887-3480
Ms. Susan Ford Page 2
January 28, 1999
I hope this additional information answers your concerns. If you have any further questions
please do not hesitate to call.
Sincerely,
THOMAS E. NEVE ASSOCIATES, INC.
John M. Morin, PE
Executive Vice President
JMM/kmm
Enclosures
cc: John Anderson
#1638 Granville-SAmps
THO _ ���NEVE
ASS I A T INC.
December 2, 1998
Ms. Sandy Starr
Board of Health
27 Charles Street
North Andover, MA 01845
Re: 107 Granville Lane
John&Rita Anderson, Owners
Dear Sandy:
On behalf of our clients, find enclosed 2 copies of the As-Built Sanitary Disposal
System Plan for the above-referenced site.
Please process their Certificate of Compliance as soon as possible.
If you should have any questions regarding this please do not hesitate to contact our
office.
Very truly yours,
THOMAS E. NEVE ASSOCIATES, INC.
Kathy Molina
Personal Assistant
Enclosure
cc: John &Rita Anderson
#1638 Anderson-NABHmps
• ENGINEERS • LAND SURVEYORS LAND USE PLANNERS
447 Old Boston Road U.S. Route#1 Topsfield, MA 01983
(978)887-8586 FAX(978)887-3480
THOl, &NEVE
ASSOCIATES, INC.
el
t 3'
November 12, 1997
North Andover Board of Health
30 School Street
North Andover, MA 01845
Attn: Sandy Starr
Re: 107 Granville Lane - John& Rita Anderson
Dear Sandy:
Please find enclosed three prints of the revised sanitary disposal system design of the
above-referenced property. Per our discussion today the plan has been revised to show
an access chimney on the pump chamber.
Also, please find enclosed the soil evaluator forms that were previously sent to your
office on October 30, 1997.
We are requesting that you waive the required $25 revision fee based on the fact that the
required revision was minor.
Very truly yours,
THOMAS E. NEVE ASSOCIATES, INC.
'/� 0
John M. Morin, P.E.
Executive Vice President
JMWkmm
Enclosures
cc: Mr. & Mrs. Anderson #1638 ANDERSON.WPS
• ENGINEERS • • LAND SURVEYORS • • LAND USE PLANNERS •
447 Old Boston Road U.S. Route #1 Topsfield, MA 01983
(508) 887-8586 FAX (508) 887-3480
f
TOASS 1ATES, INC.
aP,
October 30, 1997
North Andover Board of Health
30 School Street
North Andover, MA 01845
Attn: Sandy Starr
Re: 107 Granville Lane - John& Rita Anderson
Dear Sandy:
In accordance with 310 CMR 15.018 - Function of Soil Evaluators, find enclosed copies
of the certification forms for the soil testing which was conducted at the above-
referenced property on May 1, 1997 & 7/31/97.
If you should have any questions regarding any of this information please do not hesitate
to contact our office.
Very truly yours,
THOMAS E. NEVE ASSOCIATES, INC.
a
Thomas E. Neve, PE, PLS
President, CEO
TEN/km
Enclosures
#1638 NASOILEV.WPS
• ENGINEERS • • LAND SURVEYORS • • LAND USE PLANNERS •
447 Old Boston Road U.S. Route #1 Topsfield, MA 01983
(508) 887-8586 FAX (508) 887-3480
FORM 11 - SOIL EVALUATOR FORM
Page 1 of 3
No. Date: 6/30/97
Commonwealth of Massachusetts
North Andover, Massachusetts
Soil Suitabilitv Assessment for On-site Sewage Disvosal
Performed By: Steven D'Urso Date: May 1, 1997
Witnessed By: Sandra Starr
Location Address or 107 Granville Lane Owner's Name Rita& John Anderson
Lot# Address and 107 Granville Ln,!Vo. Andover 01845
Telephone# (508) 682-4897
New Construction F-1 Repair
Office Review
Published Soil Survey Available: No F-1 Yes
Year Published Publication Scale Soil Map Unit
Drainage Class Soil Limitations
Surficial Geologic Report Available: No Yes
Year Published 1981 Publication Scale 1:15 840
Geologic Material(Map Unit) Till
Landform Moraine
Flood Insurance Rate Map:
Above 500 year flood boundary No Yes
Within 500 year flood boundary No Yes
Within 100 year flood boundary No Yes
Wetland Area:
National Wetland Inventory Map(map unit)
Wetlands Conservancy Program Map(map unit)
Current Water Resource Conditions(USGS): Month
Range: Above Normal Normal Below Normal
Other References Reviewed:
DEP APPROVED FORM-12/07/95 soileval.sam
f
FORM 11 - SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No. 107 Granville Lane,No. Andover-RIta& John Anderson
File# 1638
On - Site Review
Deep Hole Number OP#1 Date May 1, 1997 Time Weather
Location(identify on site plan)
Land Use Slope(%) Surface Stones
Vegetation Lawn
Landform Moraine
Position on landscape(sketch on the back)
Distances from:
Open Water Body feet Drainage way feet
Possible Wet Area >100 feet Property Line feet
Drinking Water Well feet Other
DEEP OBSERVATION HOLE LOG*
OP #1
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,
Consistency,%
Gravel)
Ledge 4811
Ground Water 40"
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic) Till Depth to Bedrock: 48"
Depth to Groundwater: Standing Water in the Hole: 40" Weeping from Pit Face:
Estimated Seasonal High Ground Water:
DEP APPROVED FORM-12/09/95 soileval.sam
FORM 11 - SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No. 107 Granville Lane,No. Andover- Rita& John Anderson
File #1638
On-Site Review
Deep Hole Number OP#2 Date May 1, 1997 Time Weather
Location(identify on site plan)
Land Use Slope(%) Surface Stones
Vegetation Lawn
Landform Moraine
Position on landscape(sketch on the back)
Distances from:
Open Water Body Feet Drainage Way Feet
Possible Wet Area >100 Feet Property Line Feet
Drinking Water Well Feet Other
DEEP OBSERVATION HOLE LOG*
OP #2
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,Consistency,
%Gravel)
0"-26" A+Fill
26"-40" Bw FSL I Oyr 4/6
40"-80" C FSL 2.5y 5/4 BLDY 25%
40" Observed Ground Water
Cobb& BLDS
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic) Till Depth to Bedrock: 80"
Depth to Groundwater: Standing Water in the Hole: 40" Weeping from Pit Face:
Estimated Seasonal High Ground Water: 40"
DEP APPROVED FORM-12/07/95
SOII.EVISAM
FORM 11 - SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No. 107 Granville Lane,No. Andover-Rita& John Anderson
File# 1638
On - Site Review
Deep Hole Number OP#3 Date May 1, 1997 Time Weather
Location(identify on site plan)
Land Use Woods Slope% A Surface Stones
Vegetation Woods
Landform Moraine
Position on landscape(sketch on the back) Rear of House
Distances from:
Open Water Body feet Drainage way feet
Possible Wet Area >100 feet Property Line feet
Drinking Water Well feet Other
DEEP OBSERVATION HOLE LOG*
OP#3
Depth from Soil Horizon Soil Texture Soil Color Soil Mottling Other
Surface(Inches) (USDA) (Munsel) (Structure,Stones,Boulders„
Consistency,%
Gravel)
50" REF
*MINIMUM OF 2 HOLES REQUIRED AT.EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic): Till Depth to Bedrock: 50"
Depth to Groundwater: Standing Water in the Hole: None Weeping from Pit Face: None
Estimated Seasonal High Ground Water: <50"
DEP APPROVED FORM-12/07/95 soilev2.sam
FORM 11 - SOIL EVALUATOR FORM
Page 3 of 3
Location Addressor Lot No. 107 Granville Lane,No. Andover-Rita& John Anderson
File #1638
Determination-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 inches
Ground water adjustment See Individual sheets feet
Index Well Number Reading Date Index well level
Adjustment factor Adjusted ground water level
Depth of Naturally Occurring Pervious Material Too Wet to conduct Soil Profile Analysis.
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 occuring pervious material?
Certification
I certify that on 11/94 I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me
consistent with the required training, expertise and experience described in 310 CMR
15.017.
Signature,5-Z�F.. Date June 30, 1997
DEP APPROVED FORM-12/07/95 soileval.sam
FORM 12 -PERCOLATION TEST
Location Address or Lot No. 107 Granville Lane, North Andover - John & Rita Anderson
COMMONWEALTH OF MASSACHUSETTS
North Andover, Massachusetts
Percolation Test*
Perc 1
Date: July 31, 1997 Time: 9:30 a.m.
Observation Hole#:
Depth of Perc 3611 - 4811
Start Pre-soak 9:34 a.m.
End Pre-soak 9:34 a.m.
Time at 12" 9:50 a.m.
Time at 9" 10:20 a.m.
Time at 6" 11:14 a.m.
Time (9"-6") 54 min.
Rate Min./Inch 18 min/inch design on
20 min/inch
*Minimum of 1 percolation test must be performed in both the primary area AND
reserve area.
Site Passed Site Failed n
Performed By: Thomas E. Neve
Witnessed By: Susan Ford
Comments:
DEP APPROVED FORM-12/07/95 pemform.sam
OCT-28-1997 16:33 THOMAS E. NEIGE ASSOC. P.01
From: John Morin Thomas E. Neve Associates, Inc.
Questions? Call 508-887-8586 447 Old Boston Road
Fax 508-887-3480 Topsfield, MA 01983
To: Sandy Starr
Company: NABOH ,
Address: 30 School Street North Andover, MA
Date: October 28, 1997
Time: +t ZS 7:25 PM Pages: 2 (including this one)
Re: Lot 8 - 107 Granville Lane
Dear Sandy:
Y
I received a fax from Mike Howard today regarding the wetland deliniation on the abve
referenced lot. Wetland flags N3 &N7 have been moved up slope.
Please find attached a copy of the revised plan showing the new locations of flags N3 &
N7(now N3' &NT). The leaching facility is now proposed 88'from flag N7'which will
require a variance from the Local BOH Bylaw. I pian on requesting this variance from
the Board tomorrow night(10129197).
I will bring 4 copies of the revised plan to the meeting tomorrow n night_
If you have any questions please do of hesitate to call.
Sincerely,
John
OCT-28-1997 16:33 THOMAS E. NEIGE ASSOC. P.02
gar.
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inv.Outl= 108.4' 110'
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North Andover MIMAP March 15, 2012
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Interstates
' —Interstate j
—Mapr Roads Horizontal Datum:MA Stateplane Coordinate System,Datum NAD83,
Roads Meters Data Sources:The data for this map was produced by Merrimack
NORTH Valley Planning Commission(MVPC)using data provided by the Town of
Cr Easements Ot t`ff c q� North Andover.Additional data provided by the Executive Office of
0 MVPC Boundary ? eat rd's�O Environmental Affairs/MassGIS.The information depicted on this map is
C7 Parcels 3' L for planning purposes only.It may not be adequate for legal boundary
O
--• A definition or regulatory interpretation.THE TOWN OF NORTH ANDOVER
MAKES NO WARRANTIES,EXPRESSED OR IMPLIED,CONCERNING
U # THE ACCURACY,COMPLETENESS,RELIABILITY,OR SUITABILITY
OF THESE DATA.THE TOWN OF NORTH ANDOVER DOES NOT
• o� ter # ASSUME ANY LIABILITY ASSOCIATED WITH THE USE OR MISUSE OF
THIS INFORMATION
9SSACMUSEt
1 =109 ft
I
30 School Street
North Andover,MA 01845 North Andover
Phone: (508) 688-9530 Conservation Department
Fax: (508) 688-9542
I
ax
To: Mr.John Morin,Neve Associates From Michael D Howard,Conservation Admin.
Fax 167 sbA60
Date: 10/28/97
Phones IMEMMS Pages 1(incl cover)
Re: RDA-Lot#8 Granville Lane CC file _
❑Urgent X For Review ❑Please Comment ❑Please Reply ❑Please Recycle
John, I have reviewed the proposed wetland delineation at
#107 Granville Lane and I offer the following comments:
➢ Flag N3 is not approved and should be relocated
approximately 11' up slope;
➢ Flag N4 was missing and is not approved at this time;
➢ Flag N7 is not approved and should be relocated
approximately 12' up slope.
Due to the nature of proposed work and current wetland rules
and regulations I am not requiring you to make these changes
as they do not impact the scope of work. However, it may be
important for the Board of Health review and, as such, I have
informed them of my findings. If you have any questions
please do not hesitate to contact me.
Thanks, Mike.
.. ti-" -..•k f
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TI-IO iE;\i,,,NEVE
i- ��-
ASSOCIATES INC.
October 7, 1997
Ms. Sandy Starr
Board of Health
30 School Street
North Andover, MA 01845
Re: 107 Granville Lane -Rita& John Anderson, Owners
Dear Sandy:
Please find enclosed 3 prints of the sanitary disposal system repair design for the above-
referenced property.
We are proposing to use the existing 1,000 gallon septic tank and reduce the separation
distance from bottom of system to high ground water elevation to 3' as allowed in Title
V, Section 15.404(2.a.& b.).
Please schedule us for your next available Board of Health meeting so that we may
discuss these issues with the Board.
Thank you for your time, and if you should have any questions please do not hesitate to
call.
Very truly yours,
THOMAS E. NEVE ASSOCIATES, INC.
John M. Morin, P.E.
Executive Vice President
JMM/kmm
Enclosures #1638 ANDERSON.WPS
• ENGINEERS • • LAND SURVEYORS • • LAND USE PLANNERS •
447 Old Boston Road U.S. Route #1 Topsfield, MA 01983
(508) 887-8586 FAX (508) 887-3480
S
THO NEVE
ASS GIATE , INC.
March 31, 1997
Ms. Sandy Starr
Board of Health
146 Main Street
North Andover, MA 01845
Re: 107 Granville Lane -Repair System
Dear Sandy:
The septic system at the above-referenced property has failed and we would like to
conduct soil testing in order to repair the system. Please schedule us at your earliest
convenience so that we may proceed in the repair.
Our client, Rita Anderson, has informed us that she will deliver the filing fee to your
office. I have enclosed a copy of the assessors map showing the lot.
If you should have any questions regarding this please do not hesitate to contact our
office.
Very truly yours,
THOMAS E. NEVE ASSOCIATES, INC.
vx%j�
Kathy Molina
Personal Assistant
Enclosure
cc: Mr. & Mrs. Anderson
#1638 ANDERSON.WPS
• ENGINEERS • • LAND SURVEYORS • • LAND USE PLANNERS •
447 Old Boston Road U.S. Route #1 Topsfield, MA 01983
(508) 887-8586 FAX (508) 887-3480
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107 GRANVILLE LANE 106.C-0056
Complaint Detail Report
Printed On:Thu Mar 15,2012
Complaint#: CT-2012-000036 Status: In discovery GIS#: 7175 Violator: J&R ANDERSON REALTY T
Address: 107 GRANVILLE LANE Map: 106.0 Address: 107 GRANVILLE LANE
-'" ..• Date Recvd.: Mar-15-2012 Time Recvd.; 10:40 AM Block: 0056 NORTH ANDOVER,MA 018
Category: Beavers Lot: Type: Residential
GeoTMS Module: Board of Health District: Trade:
Recorded By: Pamela DelleChiaie Zoning: Structure:
Description:
Complaint' I received a call from Rita Anderson of 107 Granville Lane regarding beaver issues. Her number is:978-682-4897.
There is an encroachment of water from the wetlands that is now 40 feet away from her back deck due to beaver activity. The home next to her is vacant,but two
doors down the beavers have felled 12 trees. If there is another rainstorm,their property is going to flood.
At one point,there was a pipe installed on nearby Hawkins Lane to divert some of the water,and maybe another pipe is needed to further divert the water.
As a result of the beaver activity and water encroachment,Mrs.Anderson is fearful that her septic system will be affected as well. --p.d.
Comments:
Inspector Assigned to Complaint:
Contacts
Contact Type Date Time Name Phone Best Time To Reach Recorded By Response
Caller Mar-1.5-2012 10:40 Rita Anderson (978)682-4897 Q Pamela DelleChiaie Referred to Health Diret
AM
Actions Taken
GeoTMS Module Status Date Time Response Type Action Taken Comments
Board of Health REFERRAL
GeoTMS®2012 Des Lauriers Municipal Solutions, Inc. Page 1 of 1
,1
Sawyer, Susan
From: Sawyer, Susan
Sent: Thursday, March 15, 2012 3:12 PM
To: 'rita 107@comcast.net'
Cc: Gaffney, Heidi; DelleChiaie, Pamela; Hughes, Jennifer
Subject: RE: Complaint: 107 Granville Lane, North Andover-re: Beavers/Flooding/Septic
Attachments: Beaver—Packet—for—website.pdf
http://www.bing.com/maps/?cp=42.6549972--71.0735108&lvl=17
Hello Rita,
The link above, (if you can get to it) shows the aerial photo of your property and the huge
wetland behind it. It was taken in 2010. The tree line along the wetland clearly matches the
wetland line shown on the septic plan from your property in 1999 that is in my file. I do not
have a newer photo than 2010, but it doesn't seem to have gotten closer to the house. What
seems to be the difference to you, as I understand it, is the water line is now where it used
to be just a swampy wetland and you feel this is different than it should be.
If you look at the areas in town I mentioned Johnson/114, Behind Mr. Sudzy/ 114 you may see
that there are similar high waters. I have also heard this from a homeowner on Sugarcane lane
and there was nothing to point at there either. Even without snow, the wetlands do appear to
have retained quite a bit of water this year.
Whether or not the conditions are correctable or not, I will try to give you all the
information, so you and your neighbors will know your options. As for the Blocked Culvert I
mentioned on the phone, I do not have that information yet on its location, but will be in
touch again when I do.
Thank you
Susan
Susan Sawyer
Public Health Director
1600 Osgood Street
Bldg 20, unit 2-36
North Andover, MA 01845
office 978 688-9540
fax 978 688-8476
All email messages and attached content sent from and to this email account are public
records unless qualified as an exemption under the [
http://www.sec.state.ma.us/pre/preidx.htm ]Massachusetts Public Records Law.
Y '
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Rail Line Sewer Pipes Sloonwate Infrastructure
Interstates ;0,11 n swC atchBasin
Interstate +61nch Horizontal Datum:MA Stateplane Coordinate System,Datum NAD83,
Major Roads ;8 Inch • —C ulvert Meters Data Sources:The data for this map was produced by Merrimack
+'10 Inch • swC ulvertEnds HORT►1 Valley Planning Commission(MVPC)using data provided by the Town of
Roads 12 Inch Of ■p qti North Andover.Additional data provided by the Executive Office of
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Sewer Infrastructure ;13 Inch � ? c� ••00 15 Inch Environmental Affairs/MassGIS.The information depicted on this map is ,
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Sewer Nodes boundary
+10 Inch O - to definition or regulatory interpretation.THE TOWN OF NORTH ANDOVER
®Pump Station i 21 Inch sw a 1• A
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PLAN REVIEW CHECKLIST
ADDRESS &17 �.,e- IUU/GLC ENGINEER
GENERAL
3 COPIES ��� STAMP "L--' LOCUS L--- NORTH ARROW �i SCALE
CONTOURS 6y PROFILE �(Sc) SECTION `' BENCHMARK SOIL &
PERCS 'N ELEVATIONS WETS . DISCLAIMER WELLS & WETS L,-"
WATERSHED? DRIVEWAY WATER LINE FDN DRAIN— M&P
SCH40 l/ TESTS CURRENT? t/� SOIL EVAL �C
tT-ev
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MIN 150OG . 17 INVERT DROP GARB. GRINDERA; _(2 comps +200)
10 ' TO FDN MANHOLE ELEV GW ## COMPS. GB
D-BOX
SIZE # LINES FIRST 2 ' LEVEL STATEMENT
INLET /0'?.• 76 - OUTLET ��� _ '�� (2" OR . 17 FT) TEE REQ'D?
LEACHING
MIN 440 GPD? L,,e/RESERVE AREAD 4 ' FROM PRIMARY? 20 SLOPE
04- v .�.
oJ�l1� 100 ' TO WETLANDS 100 ' TO WELLS '— 4 ' TO S .H.GW� (5 ' >2M/IN)
20 ' TO FND & INTRCPTR DRAINS 400 ' TO SURFACE H2O SUPP
4 ' PERM, SOIL BELOW FACILITY v� MIN 12" COVER v FILL? `''-( 15 ' )
BREAKOUT MET? S f cSLd�� i
TRENCHES
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W OR D (MIN 61 ) RESERVE BETWEEN TRENCHES? IN FILL? MUST
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BOT + SIDE - X LDNG = TOT
(L x W x #) (DxLx2x#) (G/ft2)
Copyright 0 1996 by S.L. Starr
' s
PITS
MIN 440 LEACHING MIN 1 ( 13 ' x16 ' ) PIT MANHOLE/PIT
GW MIN 4 ' BELOW BOTTOM EX_C 2x EFF W OR D 12"-48" STONE
BOT + SIDE x LOAD TOTAL
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Copyright ® 1996 by S.L. Starr ..
Town of North Andover, Massachusetts Form No,z
NOArM BOARD OF HEALTH
o �
F w
9
DESIGN APPROVAL FOR
SACMUSE�A
SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant__ SC r 74 `- jo/IV ,h`1L°�&CP- Test No.
Site Location D AIIJ VlGL C`
Reference Plans and Specs.
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.
r
JUN-13-1997 15:30 THOMAS E. NONE ASSOC. P.01
FACSIMILE COVER PAGE
Date: 6113/97
Time: 15:27:14
Page= 1
To: Sandra Stats
Company: North Andover Board of Health
Fax#: 688-9542
From: Thomas Neve
Title: President, CEO
Company: Thomas E.Neve Associates,Inc.
Address: 447 Boston Street
Topsfield, MA 01983
USA
Fax#: (508)887-3480
Voice#: (508)887-8586
Mcssage:
Re: 107 Granville Lane,Sanitary Disposal Repair
Dear sandy:
i got the soil test results(grafrom to lab UTS in Stoneham.in size distribution report) o
Their°loages of Brave!, Sand,Silt and Clay put the material into the Texture Catagory of being
a Sandy Loam. Being such I would be comfortable designing on a Class two Soil wit a 15
minuwfmch perc rate. I believe you have the original design for flee property which was based
on a faster rate. The system is 17 years old(my client tells me)and all in all this sounds about
advise. Mr.Anderson is v
e data attached. Please review same and �Y
right. Please find th
anxious to make this repair so your expeditious attention would be greatly appreciated.
Thank you.............Sincereiy...Tom
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Tom,
Received info. on 107 Granville Lane. Any time a percolation test
cannot be done, there must be a variance request to DEP, although
I believe that the local approving authority must give a variance
first. So, first you need to appear before the NA BOH and, then, if
they grant a waiver, an request for a variance must go before DEP.
I cannot OK this myself - only DEP can.
Sandy
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Town of • Andover,
BOARD •
•
APPLICATION FOR SITE TESTING/INSPECTION
Applicant
ADDRESSNAME •
Site Location
Engineer
NAME ADDRESS TELEPHONE
nspection Date and
CHAJ RMA N,BOARD OF
Fee Test No. 7
S.S. Permit No.-D.W.C. No. C.C. D. •• •
+
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Buoyancy & Pump Calculations
And
Preventative Maintenance Program
Recommendations for Pump
107 Granville Lane
North Andover, Massachusetts
Prepared For
Rita & John Anderson
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PUMP PARAMETERS
GPM
_ F'LO�,.) Prov�c�C. X05 GsPM � �•�% Co.3 ��g
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SECTION 1A
PAGE 10 BARNES BP
DATE 1057 SUBMERSIBLE SUMP PUMPS
REPLACES =7 314" Spherical Solids Handling• �
Specifications
DISCHARGE 2'(51mm)NPT,Vertical
LIQUID TEMPERATURE: 104'F(40'C)Continuous.
VOLUTE: (BP)Cast Iron ASTM A48,Class 30.
MOTOR HOUSING; (BP-BR)Bronze 81.3.7-9
(BP)Cast Iron ASTM A48,Class 30.
SEAL PLATE: (BP-BR)Brome 81.3'7-9
(BP)Cast Iron ASTM A-48,Class 30.
IMPELLER: (S'-BR)Bronze 81-3-7-9
Design: 2 Vane,Open,With Pump Out
Vanes On Beds Side,Dynamically
8e14nced.ISO G6.3.
material. (BP)Polypropylene with Stainless Insert
(BP-BR)Bronze 81-3.7--9
SHAFT 416 Stainless Steel.
SQUARE RINGS: Bulla.N
HARDWARE: (BP)300 Settee Stainless Steel
PAINT: Air Dry Enamel.
SEAU She Mecimnical,Willed Reservoir,Swzndwy -
Maieda/ Exclusion Seal.
Rotating Fede-Carbon
Stationary Face-Ceramic .
.. Elastomer-Buns-N
Hardware 300 Series Stainless
CABLE ENTRY: 15 ft:(5M)Quick Disconnect Cord
w/Pikrg On 115 VON,Pressure Grommet
For sealing And stain Reset: Series: "P314BP324SPEED: 1750 RPM(NominaQ. -,/
UPPER BEARING: , 1750 RPM
Design. Single Raw,Ball
Lubikedw. ail
Load. RaftManual 8�Automatic
LOWER BEARING:
Design: . Sin*Row,Bail Cast iron & Bronze
Lubridefion. 06
Load. Radial&Thrust
MOTOR: Design: NEMA L Torque Cleave.Completely
011+Fli Squirrel Cage Induction. ca
®Carrsldian Standalyds Association
kwdebon. Class 8. Fite No.LRIM7
SINGLE PHASE: Permanent Split Capacitor(PSC).
Includes Overload Protection In Motor. Underwriters Laboratorin Inc.41)
FLOAT,AUTOMATIC MODELS: S File No.E142177
C
Sit(5M) Cable w/PrJD%Ba*Plug,N/O.
AU-Wide Angle,Polypropylene, ascription:
M
Ni0 1
nbe0rw b pump.
ONand OFFPoints sAre Adjustable. GENERAL PURPOSE PUMP FOR
VF-Vertical FloatPVC.Snap Acton, RE RESIDENTIAL TIAL AND LIGHT INDUSTRIAL
15R
(5M),Cable,w/P' SUMP
OFF Point only is A APPLICATIONS.
OPTIONAL EQUIPMENT: Seal
Habenal,Additional Cate.
CRANE PUMPS S SYSTEMS
saffm Pumps,Inc Games Amyx,Ire t�,.a Pumps Camels,wc.
triou6or �./
DisSalsa&Service D"L . Scl-To8 Project Sabs 83 VMeit Delve
420 Thid StraWIR.O.Bax 603 1485 Le)*gpn Are Bramales.Ontario
Piqua,Ohio 45368.0803 Mandell,Ohio 4M7-2674 Ca=da 2A
Ph:(937)773.2442 Ph:(4118 774.1511 Ph;(MM 45741223
Faoc(937)773 2236 Fax(419)T74-ISM Faoc(905)457-ZW
SECTION 1A
PAGE 11
DATE 10/97
REPLACES 21>S7
BP314W,BP314VM BM",BP3IMBR BP314AU,BP314AUBR. Inches
13P314,BP314BR.BP324,BP324BR(teas FkmM WnUAU.BP324AUBR �
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NO. NO. (NOM) START LOAD ROTOR SIZE TYPE O.D.
CODE ANM AMEJ
SP314 096727 . 113 115 1 1750 A 8.0 19.0 1413 wow 0.375
V4A 098728 9/3 115 1 1750 A 8.0 . 19.0 14/3 SJTOW 0.375
BP314AU 098729 1/3. 115 1 1750 A
8.0 19.0 1413 SJTOW 0.375
BP413VF 100634 113 115
1 1.750 A 8.0 19.0 1413 SJTOW 0.375
BP314BR 098732 113. 115 1 1750 A 8.0 19.0 1413 SJTOW 0.375
SP314AM 098733 1r3 115 1 1750 A 8.0 19.0 1413 SJTOW 0.375
SP314AUBR 096734 113 115 1 1750 A 8.0 19.0 14/3 SJTOW 0.375
SP314VFBR 100835 113 115 1 1750 A 8.0 19.0 1413 SJTOW 0.375
BP324 098730 113 230 1 1750 A 4.0 13.0 14r3 SJTOW 0.375
SP324AU 096731 113 230 1 1750 A 4.0 13.0 1413 SJTOW 0.375
BP324BR 098735 1/3 230 1 1750 A 4.0 13.0 1413 SJTOW 0.375
Mechanical Swritch On SP-A,Cable 1612,SJOYV A.Pigpyd3sdr Plug.
MedwicN Swb*on BP-AU,Cable 1412.&V*A(UL).SJOW(CSA).
Vsrbcal Swft On WVF,Cable 16/2,SXM%A(UL),SJOW(CSA).PWy.8ack Plug.
IMPORTANT I_
TED DRV FoFt EXTENDED pERIDDSVWn4oUr DAMAGE To MOTOR ANWR SEALS.
2) THIS PUMP MAPPROPM7E FOR THIOSEAPK='noms SPECIFIED AS CLASS I DIVISION II HAZARDOUS LOCATIONS.
3.) T WS PUMP IS NOT APPROPRIATE FOR TH IM APPLICATIONS SPECJPED AS CLASS I ONISION I HAZARDOUS LOCATIONS.
4.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROMDED FOR VISUAL ENJOYMENT MUST 8E INSTALLED IN
ACCORDANCE WIRH THE NATIONAL EIECTRIC CODE ANSYNFPA To AMYM THE AUTHORnY HAVING JURISDK:TION.THIS PUMP is NOT
- INTENDED FOR USE IN W&#AMG POOLS.RECREATIONAL WATER PARKS.OR INSTALLATIONS M WMIC)i HUMAN CONTACT WITH PUMPED
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ac%.irun: D START-UP OPERATION
D-t)Check Voltage and Phase:
Before operating pump check to make sure that the voltage and phase information stamped on the pump's
identification plate matches the available power.
0-2)Check Pump Rotation:
Before putting pump into service for the first time,the motor rotation must be checked.Improper
ion can
result in poor pump performance and can damage the motor and/or pump. To check the rotation
suspend ithe
pump freely, momentarily apply power and observe the "kickback". "Kickback" should always be in a
counter-dockwise direction as viewed from the top of the pump("kickback"is always opposite th impeller rotation).
"Rotation"and"kickback"direction is noted on the pump motor housing.
0-21)lncor,ect Rofatton for Single-Phase:
In the unlikely event that the rotation is incorrect for a single-phase pump,contact a Barnes Pumps
Service Center.
0-2.2)incorrect Rotation.for Three-Phase pumps:
In the event that the rotation is incorrect fora three-phase installation, interchange any two power cable leads at
the control box DO NOT change leads in the cable housing in the motor. Recheck the"Kickback"rotation again
by momentarily applying power.
D-3)Identt ication Plate:
Record the numbers.off the pump's identification plata onto the START-UP REPORT provided at the end of the
manual for future reference.
D-4);Start-Up Report:
Included at the end of this manual are two start-up report sheets.These sheets are to be completed as applicable.
Return one copy to Barnes Pumps and store the second in the control panel or with the pump manual if no control
panel is used. It is important to record this data at initial start-up since it will be useful to compare to when servicing
the pump in the future.
insulation Test
Before the pump is put into service,an insulation(megger)test should be performed on it.The ohm values as well
as the volts and'amps should be recorded on the start-up sheet and stored safety in the control panel or with the
Pump manual if no control panel is used.
Pump-Down Test
After the pump has been property wired and lowered into the basin,sump,or lift station,it is advisable to check the
system by filing with liquid and allowing the pump to operate through it's pumping cycle. The time needed to empty
the system, or pump-down time,should be recorded on the start-up sheet.
SECTION E:PREVENTATIVE MAINTENANCE
As the motor is oil filled,no lubrication or other maintenance is required,and generally Barnes pumps will give very
reliable service and can be expected to operate for years on normal sewage pumping without failure. However,as
with any mechanical piece of equipment a preventive maintenance program is recommended and suggested to
include the following checks:
1)Inspect motor chamber for oil level and contamination and repair as required per section F-1.
Z)Inspect impeller and body for excessive build-up or dogging and repair as required per section F-2.
3)Inspect bearing and replace as required per section F-3.
4)Inspect seal for wear or leakage and repair as required per section F•4
NOTE:All item numbers()refer to Figures 9 and 10.
10
SECTION F: SERVICE AND REPAIR
WARNING I
ELECTRICAL POWER TO THE PUMP MOTOR MUST BE
DISCONNECTED AND LOCKED OUT TO PREVENT ANY DANGEROUS
ELECTRICAL HAZARDS OR PERSONNEL DANGER BEFORE ANY
SERVICE WORK IS DONE TO THE PUMP.
OPERATING PUMP BUILDS UP HEAT AND PRESSURE;ALLOW TIME FOR
PUMP TO COOL TO ROOM TEMPERATURE BEFORE HANDLING OR
SERVICING.
F-1)Lubrication:
Anytime the pump is removed from operation and at least every twelve(12) months, the cooling oil in the motor
housing(12)must be checked visually for oil level and contamination.
F-1.1)Checking Oil:
To check oil,set unit upright. Remove pipe plug(21). With a flashlight,visually inspect the oil in the motor housing
(12)to make sure it is clean,clear and that the oil levet is above all internal componentry.If oil appears satisfactory,
replace pipe plug. If oil is low or appears contaminated,test oil as per section-F-1.2
F-1.2)Testing Oil:
1.Place pump on its side, remove pipe plug(21)and drain oil into a dean,dry container.
2.Check oil for contamination using an oil tester with a range to 30 kilovolts breakdown.
3. If oil is found to be clean and uncontaminated(measures above 15 KV. breakdown), refill the motor housing
as per section F-1.3.
4.If oil is found to be dirty or contaminated(or measures below 15KV. breakdown), then the pump must be
carefully inspected for leaks at the shaft seal(3), cord inlet(8),square ring(11), and pipe plug(2 1)before
refilling with oil. To locate the leak, perform a pressure test as per section F-1.4. After leak is repaired, refill
with new oil as per section F-1.3.
Table 1
COOLING OIL-Dielectric
Supplier Grade
BP Enerpar SEW
-
Conoco Pale Paraffin 22
Mobil D.T.E. Oil Light
G&G Circulating 22
F-1.3 Replacing Oil in Motor Housing: j
Drain all oil from motor housing and dispose of property. Refill with(see parts list for amount)new cooling oil as per
table 1.An air space must remain in the top of the motor housing to compensate for air expansion(see Fig. 8). Set
unit upright and fill only until the capacitor, or the motor for 3-phase,as viewed through the fill plug hole is covered.
When refilling with oil after servicing the shaft seal(3),a pressure test as per section F-1.4 should be done. If shaft
seal was not disturbed during service, then apply pipe sealant and replace the pipe plug(21).
WARNING t
DO NOT OVERFILL OIL
Overfilling of motor housing with oil can create excessive and dangerous
hydraulic pressure which can destroy the pump and create a hazard.
Overfilling oil voids warranty.
11
i
5tr C7 7r 1'+•ei7 nr+Rir�a rvrir� •�
F-1.4)Pressure Test: i
Before checking the pump for leaks around the shaft seal,square ring, and cord inlet,the oil level should be full as
described in section F1.3.Apply pipe sealant to the pressure gauge assembly and tighten into fill plug hole
(see fig.4). Pressurize motor housing to 10.P.S.I. Use a soap solution around the sealed areas and inspect joints
for"air bubbles".
If,after five minutes,Vie pressure is still holding constant,and no"bubbles"are observed,slowly bleed the pressure
and remove the gauge assembly. Replace the pipe plug using a sealant If the pressure does not hold, then the
leak must be Ionated.
�AIRa c==!:6Q/ PRESSURE GAUGE
CAUTION:
l ASSEMBLY(See Parts List)
ALWAYS.WEAR EYE
PROTECTION WHEN WORKING '
ON PUMPS.
CAUTION:
PRESSURE BUILDS UP `�-
EXTREMELY FAST;INCREASE
PRESSURE BY"TAPPING"AIR
NOTICE. TOO MUCH
PRESSURE
WILL DAMAGE SEAL.
DO NOT
EXCEED 10 P.S.I.
F-2)Impeller and Volute Service:
F-2.1)Disassembly and Inspection:
To dean out body(18),or to replace impeller(15),
disconnect power, remove hex bolts (13), and
vertically lift motor and seat assembly from body Flg.q
(18). Clean out body if necessary . Clean and
examine impeller(15)for pitting or wear and replace if required. Inspect gasket(17)and replace if cut or damaged.
P g
If the impeller(15)needs replacing,remove nut 16 .The
impeller is threaded onto the shaft and to remove,unscrew ,
impeller holding shaft with a large screwdriver. Remove exclusion seal(14)and replace if needed.
F-2.2)Reassembly:
Before installing impeller(15),inspect threads on shaft and impeller to assure that they are dean. Place exclusion
seal on shaft with the thin Up towards the motor(see section F-4.3).Screw impeller.onto shaft and tighten.Apply a
thread-locking rompod
toshaft threads thread d n
ut on and torque to 30 ft lbs.Rotate impeller to check for binding.
9
Position gasket(17)on body and install impeller and motor housing on pump body.Apply thread locking compound
to each cap screw,thread into body,and torque to 8 ft.lbs. Check for free rotation of impeller.
F-3) Motor and Bearing Service
F-3.1) Disassembly and Inspection:
Motor-To examine or replace the motor(1)or bearings(4),remove body and impeller as per section F-2.1. Drain
oil from motor housing as per section F-1.2. Remove socket head screws(13). Loosen gland nut(8a)and push
cord through while lif ng motor housing(12)off of seal plate(2).
Disconnect motor wires from cord set(8). ,
Pull cord(8)through motor housing and inspect grommet(8c)fordeterioration.Remove square ring(11)and inspect
for breaks. Loosen motor screws and pull motor(1)straight up and off seal plate(2). Inspect all parts for signs of
wear. y
12
I
.lLf LJ 71 1•f•CJU Lrll\1iL..! I VI11 U (".
Bearings-Disassemble motor as per section F-3.1. Remove snap ring(5)with snap ring pliers,and pull motor1
and lower bearing(4)straight off of seal plate(2). Inspect all parts for signs of wear and replace as needed. ( )
CAUTION:
HANDLE SEAL PARTS WITH EXTREME CARE.DO NOT SCRATCH OR MAR
LAPPED SURFACES.
F-3.2)Replacing Bearings:
When replacing bearings, be careful to not damage the rotor or shaft threads. Press the old bearings off the shaft
with an arbor press or gear puller. Clean the shaft thorougMy.Apply adhesive compound to shaft and press new
bearing on, pushing only on the inner race, until it seats against shoulder of shaft(see fig.8)
IMPORTANT:
ALL PARTS MUST BE CLEAN BEFORE REASSEMBLY.
F-3.3)Reassembly:
Make sure shaft seal(3)is dean and in proper position as per section F-4.2 before reassembling rotor and bearing.
Slide(ower bearing and rotor shaft
squarely i g•
sq into the
Y seal plate(2) until bearing seats on the bottom. Insert snap
ring(5)into seat plate with flat edge against outer race of bearing. Place motor stator squarely onto seal plate and
tighten motor screws. Install square ring squarely 01)onto seal plate.With cord assembl 8 roped
rl assembled,
slip cord through motor housingsee Fig. 4 . Y( )P Pe Y
( 9 ) Connect motor wires to cord set as per figure 5&6.
f
CORD SET(8) Cord Set 23 for AU"Float Models ONLY.
GLAND NUT(8a) CORD SET(23)
FRICTION RINGSGLAND NUT(23a)
Qty 2(8b) FRICTION RINGS Qty 2(23b)
�`
GROMMENT(8c)
GROMMENT(23c)
EPDXY SEALER
SPLICE CONNECTORS(9)
GREEN-GROUND
MOTOR
Fig.5
JEA
SINGLE PHASE-115 &230 VAC POWER CABLE
MOTOR LEADS
Green(Ground) Green
Black
Straight Connector R
White Straight Connector FIag Connector Capacitor Flag Connector Capacitor
Fig•s
MOTOR LEADS
13
1_•U1 L111\111._j t VI11 r.1 1-•V
- POWER CABLE
SINGLE PHASE-115 &230 VAC WITH FLOAT _
"AU"MODELS L1
POWER CABLE MOTOR LEADS
��. ` L2
r n G TBL
w
Gee (Ground)) Green R1 N
Black FloaVMRe EI "i
CAPACITOR
Float/Black 1 N. K E
White .2 ! [
W
BLACK- f
Flag Connector Capacitor
i
„
Flag Connector Capacitor "��
G IFLOAT 1
`-
MOTOR LEADS
Place motor housing squarely onto seal plate while pulling excess cord through hole.Tghten socket head screws
(13)into motor housing.Tighten gland nut(8a)against washers(8b)and grommet(8c).'Refill with cooling oil as per
paragraph F-1.3.
F-4) Shaft Seal Service
F-4.1)Dissassembiy and Inspection:
Disassemble pump motor as per section F-3.1. Inspect seal for signs of wear such as uneven wear pattern on the
stationary member or chips and scratches on either sealing face. Do not interchange'seal components. Replace
entire seal if damage occurs.
STATIONARY MEMBER
(3d)Polished Face Out.
l ,
Fig.7a SEAL PUSHER
SEAL PLATE g'
MOTOR, SLEEVE ROTATING
8 BEARING RETAINING BULLET
RING(3a) MEMBER(3c)
SPRING(3b) Fig.7b SEAL PUSHER
14
f ,40F Til
0 91,0
TOWN OF NORTH ANDOVER
APPLICATION FOR PLAN EXAMINATION
4SSACHUSEI �
Permit NO: Date Received: t
Date Issued:
IMPORTANT: Applicant must
pp complete all items on this page ,
�
LOCATION
Print
PROPERTY OWNER MSL q(.f�}/l r ^j
Print
MAP NO.: PARCEL: ZONING DISTRICT:
TYPE AND USE OF BUILDING HISTORIC DISTRICT YES 0
TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
Ij New Building P-One family
CLAd tion ❑Two or more family ❑ Industrial `
I] Alteration No. of units:
U Repair, replacement ❑ Assessory Bldg ❑ Commercial
0 Demolition
11 Moving(relocation) ❑Other U Others: '
I� Foundation only
DESCRIPTION OF WORK TO BE PREFORMED
/'✓lli/t) t/ J^'t
Identification Please Type or Print Clearly)
r
OWNER: Name: t� 1 N �--w,`/u4 r� �,-
Signature -
Address: Al
CONTRACTOR Name: 14,F -I\ P�06'_T�� �,:;>�
Address: Q
Supervisor's Construction License: 457O05CDS Exp. Date: .9 0p
Home Improvement License: Exp. Date:
ARCHITECT/ENGINEER %�),7 r rJ` u � Name: Phone:
Address: 14-1V � iReg. No.
FEE SCHEDULE:BULDING PERMIT.$10.00 PER 5100200 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F.
Total Project Cost :$ (� q y x 10.00=FEE:$
Check No.: Receipt No.:
TYPE OF SEWARGE DISPOSAL Swimming Pools ❑
Tanning/Massage/Body Art
Public Sewer —�
Tobacco Sales Food Packaging/Sales
Well (]
Permanent Dumpster on Site U
Private(septic tank, etc. ` Electric Meter location to
project
NOTE: Permits contracting with unregistered contractors do not have access to the guaranty fund
Signature of Agent/Owner Signature of Contractorr 412r�
Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY
INTERDEPARTMENTAL SIGN OFF- U FORM ,
DATE REJECTED DATE APPROVED
PLANNING & DEVELOPMENT ❑ ❑
❑Water Shed Special Permit
❑ Site Plan Special Permit
❑ Other
COMMENTS
ATE REJECTED DATE APPROVED
CONSERVATIO ❑
COMMENTS �7
DATE REJECTED DATE P ROVED
HEALTH 7-7
COMMENTS or -'�• �C
Zoning Board of Appeals: Variance, Petition No:
Zoning Decision/receipt submitted yes
Planning Board Decision: Comments
Conservation Decision: _Comments
Water& Sewer connection signature& date
Temp Dumpster on site yes _ Fire Department signature/date Gv � Y ��`�-7" 01b
I
Building Permit Approved and Issued by:
BUILDING PERMIT
TOWN OF NORTH ANDOVER
APPLICATION FOR PLAN EXAMINATION
Permit N0;
Date Received "Argo
CH
�SSAC NU`���
Date Issued:
IMPORTANT Applicant must complete all items on this page
sxrr ,_ �x fir- k
;} eq �
x 'Y5� A� �a a „�'i�k`' z �ca� `-• `f r� �'S � Iau r � ��� z � �'� ,�`
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x. fins� '.-�cY����� �` t� .r;�`�w'K .g�``z";� y, ' �'���'� ?�'�a� .� rr �� ,� ,?�•_ ,��"�y��,� � �� �.fv ��
TYPE OF IMPROVEMENT PROPOSED USE
Residential Non- Residential
❑ New Building ❑ One family
P Addition ❑ Two or more family ❑ Industrial
❑ Alteration No. of units: El.Commercial
❑ Repair, replacement ❑ Assessory Bldg ❑ Others:
❑ Demolition ❑ Other
PAR
DESCRIPTION OF WORK TO E P ORMED:
Identification Please Ty a or Print Clearly)
OWNER: Name: -� ✓�s ����`-. Phone: X27- S,� Y-'*-7�
Address
t sa�Fp .x `-a" yzm ' ,. s � � r`.`czr ' y� , ,wva�• , �'u`'-r 'e" 'tTM� , ,a., ._...
RMRz a r;a rr
v g
y s -W,
NO
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"���"1. � '�V1������ ��.��`�'SsG. � �xv O�r a �:,>'� .,.;�:�, .rz. ..ca���* ,,Ir_z• '�s'�'^n".-. �`,fi�:'�v�, aK•. ,� :v .. ",
ARCHITECT/ENGINEER Phone:
Address: Reg. No.
FEE SCHEDULE:BULDING PERMIT.$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F.
Total Project Cost: $ �9'S6 FEE: $
Check No.: Receipt No.:
NOTE: Persons contractin wi egistered contractors do not have access to the guaranty fund
- VC
� _ agnatr oentratar �`
Sit�nar Aeialne ,
_ i
Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑
1 J
TYPE OF SEWERAGE DISPOSAL
Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑
Well ❑ Tobacco Sales ❑
Food Packaging/Sales ElPrivate(septic tank, etc. Permanent Dumpster on Site ❑
THE FOLLOWING SECTIONS FOR OFFICE USE ONLY,
INTERDEPARTMENTAL SIGN OFF - U FORM
DATE REJECTED DATE APPROVED
PLANNING &-DEVELOPMENT ❑ ❑
COMMENTS
TE REJECTEDDATE APPROVED
CONSERVATIO
COMMENTS
DATE REJECTED DAT APPROVED
HEALTH ❑ ❑
COMMENTS S �f d
Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes
Planning Board Decision: Comments
Conservation Decision: Comments
Water & Sewer Connection/signature & Date
Located at 384 Osgood Street Driveway Permit
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