HomeMy WebLinkAboutApplication - 350 GREAT POND ROAD 6/17/2011 WATERSHED SPECIAL PERMIT APPLICATION
ERHAN RESIDENCE
LOCATED AT 350 GREAT PONS ROAD
IN
NORTH ANDOVER, MASSACHUSETTS
PREPARED FOR:
ISMAIL ERHAN
350 GREAT POND ROAD
NORTH ANDOVER, MASSACHUSETTS 01845
JUNE 17, 2011
PREPARED BY:
CHRISTI r, INC
PROFESSIONAL ENGINEERS AND LAND SURVEYORS
CSVI 160 SUNIMER STREET, HAVERHILL, MA 01830
tel: 978-373-0310 WWN.csi-engr.com fax 978-372-3960
TABLE OF CONTENTS:
- SPECIAL PERMIT-WATERSHED PERMIT APPLICATION FORM
CERTIFIED ABUTTER LIST
WRITTEN DOCUMENTATION
I. Site Description
II. Project Description
III. Written Documentation
LIST OF FIGURES:
- Figure 1: USGS Locus Map
- Figure 2: Soils Maps and Test Pit Results
- Figure 3: Town of North Andover Zoning Map
- Figure 4: Flood Insurance Rate Map
PLANS:
"Watershed Special Permit Plan for 350 Great Pond Road," located in North
Andover, MA" prepared by Christiansen & Sergi, Inc. dated 6/17/2011.
Print Form
RTH
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PLANNING DEPARTMENT
DoMMUrrlty Deveioprnent Division
Special Permit — Watershed Pernift Application
Please type or print clearly.
1. Petitioner: Ismail &Sansli Erhan
Petitioner's Address: 350 Great Pond Road
Telephone number:603-531-3280
2.Owners of the Land: Same as above
Address:
Number of years of ownership:2.3
3.Year lot was created: 1964
4. Is the lot currently on septic or sewer?
If on sewer,please provide date the sewer connection was
completed:The lot is serviced by sewer and was connected in 1990.
5. Description of Proposed Project:
Modification to an existing single family home; Construction of a 1,542 S.F.addition to the
existing structure in combination razing of an existing accessory structure(garage)and
associated grading. All work is within the Non-Disturbance Zone Buffer(250')but outside of the
100'Wetland Buffer Zone.
6. Description of Premises: Single family lot abutting Lack Cochichewick
7.Address of Property Being Affected: 350 Great Pond Road
Zoning District: R1
Assessors Map: 37A Lot#: 5
Registry of Deeds: Book#: 11392 page#: 0026
8. Existing Lot:
Lot Area(Sq. Ft): 85,440 Building Height: <35'
Street Frontage: 180' Side Setbacks: 39.8'
Front Setback: 272.9' Rear Setback: 129.2'
Floor Area Ratio: NSA Lot Coverage: N/A
9. Proposed Lot(if applicable):
Lot Area(Sq. Ft): 85,440 Building Height:35'
Street Frontage: 180' Side Setbacks: 30.5'
Page I of t
1600 Osyaad Sireef,Idarth Andover,gidq.20,Suite 2-36 Naa�iiinq0ept.,Massarhusetts Oldga
Olione 973.638.9535 Fax 978 63&9542 eh �°�.ta�aa�alrru:¢is�sa:lu�csr.ra::�
Edited 3/6/07
Front Setback: 2454- Rear Setback: 128.7-
----------
Floor Area Ratio: N/A Lot Coverage: N/A
10. Required Lot(as required by Zoning Bylaw):
Lot Area(Sq. Ft): 87,120 Building Height: ,< 35'
Street Frontage: 175' Side Setbacks:30'
Front Setback: 30' Rear Setback:
Floor Area Ratio: N/A Lot Coverage: N/A
11. Existing Building(if applicable):
Ground Floor(Sq. FQ:2,346 #of Floors: 1
Total Sq.Ft.:2,346 Height: < 35'
Use: Single family home Type of Construction:Wood frame
12. Proposed Building:
Ground Floor(Sq. Ft.): 3,888 #of Floors:2
Total Sq. Ft.7,776 Height: 35'
Use: Single family home Type of Construction:Woof frame
13. Has there been a previous application for a Special Permit from the Planning Board on these
premises?No —If so,when and for what type of construction?
14. Section of Zoning Bylaw that Special Permit Is Being
Requested4.136.3
15. Petitioner and Landowner signature(s):
Every application for a Special Permit shall be made on this form, which is the official form of the
Planning Board. Every application shall be filed with the Town Clerk's office. It shall be the
responsibility of the Petitioner to furnish all supporting documentation with this application. The
dated copy of this application received by the Town Clerk or Planning Office does not absolve the
applicant from this responsibility. The petitioner shall be responsible for all expenses for filing and
legal notification. Failure to comply with application requirements, as cited herein and in the
Planning Board Rules and Regulations may result in a dismissal by the Planning Board of this
application asincomple
Petitioner's Signature:
Print or type name here: ✓SA4
Owner's Signature:
Print or type name he7r -.
16. Please list title of plans and documents you will be attaching to this application.
Watershed Special Permit Pian for 350 Great Pond Road
Fpg� 2,�I'22
Mo B�dg 20,Sui�a 2.,36 Nuiar�n.g 0445
Pl one, M.418M"j-255 G 9 N,�,68E�9 54,b VIA W,'vw.to W�l r�'M 0,5,,,i cl"r'
FdOl d F6T7
Abutter to Abutter( ) Building Dept. ( ) Conservation ( X ) Zoning ( )
REQUIREMENT: MGM 40A,Section 11 stales in part'Parties in Interest as used in this chapter shall mean the petitioner,
abutters,owners of land directly oppositeon any public or private way,and abutters to abutters within
three hundred(300)feet of the property line of the petitioner as they appear on the most recent applicable
tax list,not withstanding that the land of any such owner is located in another city or town,the planning
board of the city or town,and the planning board of every abutting city or town.'
Subject Property:
MAP PARCEL Name Address
37,A 5 Ismail Erhan 350 Great Pond Road,North Andover,MA 09845
Abutters Properties
Man Parcel Name Address
37.A 3 William O'Brien 326 Great Pond Road,North Andover,MA 01845
37.A 4 Alan Hope 370 Great Pond Road,North Andover,MA 01845
37.A 6 Nancy Leland 254 Great Pond Road,North Andover,MA 01845
37.A 6-A&55 Town of North Andover 120 Main Street,North Andover,MA 01845
37.A 7 Douglas Ely 386 Great Pond Road,North Andover,MA 01845
37.A 8 Christopher Brown 25 Castlemere Place,North Andover,MA 01845
37.A 10 JMB Realty Trust 325 Great Pond Road,North Andover,MA 01845
37.A 15 Albert Movseian 369 Great Pond Road,North Andover,MA 01845
37.A 35 Charles George 10 Castlemere Place,North Andover,MA 01845
37.A 52 James Cavallaro 20 Castlemere Place,North Andover,MA 01845
37.A 53 Emily Dorherty 316 Great Pond Road,North Andover,MA 01845
Lake Cochichewick Commonwealth of MA 100 Cambridge Street,Boston MA 02202
This certifies that the names appearing on the
records of the Assessor Office as of
Certified by: Date / /
Abutter to Abutter( ) Building Dept. ( ) Conservation ( X ) Zoning ( )
REQUIREMENT: MGL 40A,Section 11 states in part Tarbes in Interest as used in this chapter shall mean the petitioner,
abutters,owners of land directly oppositeon any public or private way,and abutters to abutters within
three hundred(300)feel of the property line of the petitioner as they appear on the most recent applicable
tax list,not withstanding that the land of any such owner is located in another city or town,the planning
board of the city or town,and the planning board of every abutting city or town'
Subiect Property:
MAP PARCEL Name Address
37,A 5 Ismail Erhan 350 Great Pond Road,North Andover,MA 01845
Abutters Properties
Map Parcel Name Address
37.A 3 William O'Brien 326 Great Pond Road,North Andover,MA 01845
37.A 4 Alan Hope 370 Great Pond Road,North Andover,MA 01845
37.A 6 Nancy Leland 254 Great Pond Road,North Andover,MA 01845
37.A 6-A&55 Town of North Andover 120 Main Street,North Andover,MA 01845
37.A 7 Douglas Ely 386 Great Pond Road,North Andover,MA 01845
37.A 8 Christopher Brown 25 Castlemere Place,North Andover,MA 01845
37.A 10 JMB Realty Trust 325 Great Pond Road,North Andover,MA 01845
37.A 15 Albert Movseian 369 Great Pond Road,North Andover,MA 01845
37.A 35 Charles George 10 Castlemere Place,North Andover,MA 01845
37.A 52 James Cavallaro 20 Castlemere Place,North Andover,MA 01845
37.A 53 Emily Dorherty 316 Great Pond Road,North Andover,MA 01845
Lake Cochichewick Commonwealth of MA 100 Cambridge Street,Boston MA 02202
This certifies that the names appearing on the
records of the Assess is Office as of
�p
Certified by: Date G i�'
I. Site Description:
The subject parcel is located at 350 Great Pond Road. The parcel is
approximately 1.97 acres in land area and was created 1964 identified as
Assessor's Ref Map 37A, Parcel 5. Deed is recorded at North Essex Registry
Book 11392, Page 0026.
The USGS locus map for this site is shown on the attached Figure 1.
Figure 2 provides USDA NCRS data for the site area and results of test
pits dated May 5, 2011.
The subject parcel is wholly located within the Town of North Andover
Watershed Protection overlay zoning district as depicted on Figure 3: Town of
North Andover Zoning Map. As such, the parcel is subject to the requirements
set forth in Section 4.136 of the Town of North Andover Zoning By-Laws.
The subject parcel is not located in a special Flood hazard Area
on Flood Insurance Rate Map Community Panel No. 250098 0003C and 0006C,
as depicted on Figure 4.
II. Project Description:
The applicant seeks to remodel an existing single family home and
associated landscaping at 350 Great Pond Road, in North Andover within the
Watershed Protection District. The site now has an existing home, gravel
driveway and detached garage within the Non-Disturbance Buffer Zone.
All work for the proposed application is located outside the Watershed
Protection District's Conservation Zone to Lake Cochichewick and its
associated BVW.
III. Written Documentation:
In accordance with the Town of North Andover Planning Department's "General
Requirements to Be Met for Obtaining a Watershed Special Permit" the
applicant offers the following information:
1) Encouraging the most appropriate use of land:
The site is in a residential zone (R1), and the proposed project is in
accordance with the requirements set forth in the zoning bylaw. The project has
been designed to minimize disturbance to the site, impact to the water resources,
and the neighborhood.
2) Preventing overcrowding of land:
The site will continue in its use as a single family residence.
3) Conserving the value of land and buildings:
The proposal should enhance the value of the property and the
surrounding buildings and land. Diligent upkeep of the property and yard will
continue to provide an aesthetically pleasing environment.
4) Lessening congestion of traffic:
The proposal calls for the adequate parking for the homeowners and
guests.
5) Lessening undue concentrations of population:
This proposal does not cause any change to the Town's population.
6) Provides adequate light and air:
7)
There will be no adverse impact to current background of air and light for
the structure.
8) Reducing the hazards from fire and other danger.
The proposal does not pose additional hazards from fire or other dangers.
9) Assisting in the economical provision of transportation, water, sewage,
schools, parks and other public facilities:
The proposal will increase the tax revenue for the town to support these
public facilities and utilities.
10) Controlling the use of bodies of water, including watercourses:
The proposal will not have a negative impact on the present uses of the
Lake or the tributaries.
11) Reducing the probability of losses resulting from floods:
Roof runoff from the proposed structures will be infiltrated on site. Runoff
from the asphalt driveway will be treated and infiltrated on site in accordance with
regulations to ensure the quality and quantity of all surface and groundwater
resources.
11) Reserving and increasing the amenities of the Town:
The project will increase the amenities of the town through an
improvement to the property and additional tax revenue due to the new
construction assessment.
In accordance with section 10.31 of Town of North Andover Zoning By.
Laws the applicant offers the following information:
a. The specific site is an appropriate location for such a use, structure or
condition:
The subject property is located within the R1 zoning district and currently
occupied by an existing single family residence. The proposal meets all
the Zoning requirements for R1 for frontage and set backs. The attached
site plan demonstrates a suitable use of land and buildings on this site.
b. The use as developed will not adversely affect the neighborhood:
The land use associated with the abutting parcels is single family
residence within the R1 zoning district.
c. There will be no nuisance or serious hazard to vehicles or pedestrians:
No nuisance or serious hazard to vehicles or pedestrians will be
introduced by the construction of the proposed roadway, houses and
appurtenances.
d. Adequate and appropriate facilities will be provided for the proper
operation of the proposed use:
The applicant is amenable to conditions on the Watershed Special Permit
to ensure that there will be proper operation of the proposed use.
e. The Special Permit Granting Authority shall not grant any Special
permit unless they make specific finding that the use is in harmony with the
general purpose and intent of this Bylaw:
The applicant requests that the Town of North Andover Planning Board
acting as the Special Permit Granting Authority for the Watershed Special
Permit find this petition is in harmony with the general purpose and intent
of this Bylaw.
In accordance with the Town of North Andover Zoning Bylaw,
"Section 4.136.4.(c-1) Special Permit Requirements": the applicant offers
the following information:
c. An application for a Special Permit under this Section shall include the
following information:
(i) Application Form— included in this package.
(ii) Plan Details— refer to attached Site Plan.
(iii); Written certification by a registered Professional Engineer, or other
scientist educated in and possessing extensive experience in the science of
hydrology and hydrogeology, stating that there will not be any significant
degradation of the quality or quantity of water in or entering Lake Cochichewick:
I, Philip G. Christiansen, hereby certify that the work depicted on
"Watershed Special Permit Site Plan of Land for"350 Great Pond Road" in
North Andover, MA" dated June 17, 2011 prepared by Christiansen &
* i, Inc. not, a posed, contribute to any significant degradation
°� , q or I of water in or entering Lake Cochichewick.
CH PHILIP G. ti
CIVIL I ip G. Christiansen, P.E. MA #28895 Date
NO.28895
�FGISTERE
�SS�GNAL
(iv). Proof that there is no reasonable alternative location outside the Non-
Disturbance and/or Non-Discharge Buffer Zones, whichever is applicable, for any
discharge, structure, or activity, associated with the proposed use to occur:
The proposal locates the structures to the greatest extent away from the
Lake and all water resources on the site.
(v). Evidence of approval by the Mass. DEP of any industrial wastewater
treatment or disposal system or any wastewater treatment of system fifteen
thousand(15,000) gallons per day capacity:
This item is not applicable to the site
(vi). Evidence that all on-site operations including, but not limited to,
construction, waste water disposal, fertilizer applications and septic systems will
not create concentrations of nitrogen in groundwater, greater than the Federal
limit at the down gradient property boundary.
The proposal will tie into the existing sewer system. Fertilizer, when used
on the property, will be slow release.
(vii). Projections of down gradient concentrations of nitrogen, phosphorus
and other chemicals at property boundaries and other locations deemed
pertinent by the SPGA:
There will be no down gradient concentration of nitrogen and phosphorus
due to the proposed work.
d. The SPGA may also require that supporting materials be prepared by
other professionals including, but not limited to, a registered architect, registered
landscape architect, registered land surveyor, registered sanitarian, biologist,
geologist, or hydrologist, when in its judgment the complexity of the proposed
work warrantees the relevant specific expertise:
The applicant will supply additional information as requested by the
SPGA.
e. Special Permits under this section shall be granted only if the SPGA
determines, after the time of comment by other Town agencies as specified
above has elapsed, that, as a result of the proposed use in conjunction with other
uses nearby, there will not be any significant degradation of the quality or
quantity of water in or entering Lake Cochichewick.
The applicant has given the design of this project the highest priority to
ensure there will not be any significant degradation of the quality or
quantity of water in or entering the Lake. The location of the proposed
dwelling has been chosen to minimize to the greatest extent possible the
encroachment in the various zones established to protect the waters of the
lake, the Town's drinking water supply.
f. Construction within the Non-Disturbance Buffer Zone:
The existing and modified buildings are within the Non-Disturbance Buffer
Zone.
g. Within the Non-Disturbance Zone and Non-Discharge Buffer Zone,
any runoff from impervious surfaces shall, to the extent possible, be recharged
on site and diverted toward areas covered with vegetation for surface infiltration.
Applicant proposes use of downspout roof infiltration and
stormwater drainage from driveway will be directed to the vegetated areas
of the property.
h Provisions shall be made to protect against toxic or hazardous material
discharge or loss resulting from corrosion, accidental damage, spillage or
vandalism through measures such as spill control provisions in the vicinity of
chemical or fuel delivery points, etc..
Although no direct use of toxic or hazardous materials is proposed
with this project, steps will be maintained to limit the impact of the use
construction equipment and associated construction activities.
- Prior to the start of construction, sedimentation control devices will be
installed at the limit of work line.
- Temporary stockpile areas are designated on the site plan.
- Accepted engineering and construction standards and procedures will
be followed in the completion of the project.
- The contractor will take all steps necessary to control dust onsite so
that adverse effects on the adjacent buffer areas do not occur..
- Any fill used in connection with this project will be clean fill, containing
no trash, refuse, rubbish or debris.
- All waste generated by or associated with the construction activity will
be contained within the limit of work, and away from the sensitive buffer
areas. There will be no burying of spent construction materials or disposal
of waste on the site by any other means. The applicant will maintain
dumpsters (or other suitable means) at the site for storage and removal of
such spent construction materials off-site.
- During work on this project, there will be no discharge or spillage of fuel,
or other pollutants into any sensitive area.
i. For any toxic or hazardous waste to be produced in quantities greater
that those associated with normal household use ...
The applicant does not propose to produce toxic or hazardous waste in
any quantities greater that those associated with normal household use.
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Name: LAWRENCE Location: 042'41' 19.89" N 071005'54.41" W
Date: 5/20/2011 Caption: 350 Great Pond Road
Scale: 1 inch equals 1000 feet North Andover, MA
TEST PIT RESULTS
DATE OF TESTS: 5/3/11
SOIL EVALUATOR: DANIEL O'CONNELL, CHRISTIANSEN & SERGI, INC.
TEST PIT 1 :
0 - 9" A: 10YR3/3 FINE SANDY LOAM,
GRANULAR & FRIABLE
9 - 38" Bw: 2.5Y6/6 FINE SANDY LOAM,
MASSIVE & FRIABLE
38 -74" Cl: 2.5Y6/4 STONY FINE TO MEDIUM LOAMY SAND,
SINGLE GRAINED TO GRANULAR, LOOSE TO VERY
FRIABLE, FEW ROOTS TO 55"
NO STANDING OR WEEPING GROUNDWATER
ESHWT @ 55" (MOTTLING)
TOP ELEV. = 159.3
BOTTOM ELEV. = 153.1
ESHWT ELEV. = 154.7
TEST PIT 2:
0 - 8. A: 10YR3/3 FINE SANDY LOAM,
GRANULAR & FRIABLE
8 -40" Bw: 2.5Y6/6 FINE SANDY LOAM,
MASSIVE & FRIABLE
40 -80" Cl: 2.5Y6/4 STONY FINE TO MEDIUM LOAMY SAND,
SINGLE GRAINED TO GRANULAR, LOOSE TO VERY
FRIABLE, FEW ROOTS TO 62"
NO STANDING OR WEEPING GROUNDWATER
ESHWT @ 62" (MOTTLING)
TOP ELEV. = 163.0
BOTTOM ELEV. = 156.3
ESHWT ELEV. = 157.8
350 GREAT POND ROAD
LOCATED IN
NORTH ANDOVER, MA.
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Soil Map-Essex County,Massachusetts,Northern Part USDS NRCS Soil Map
Map Unit Legend
Essex County,Massachusetts,Northern Part(MA605)
Map Unit Symbol Map Unit Name Acres in AO1 Percent of AO1
1 Water 14.01 18.4%
6A Scarboro mucky fine sandy loam,0 to 1 percent 1.6
slopes --- ---
52A I Freetown muck,0 to 1 percent slopes 5.0
25 25 --
4C — - - Merrimac fine sandy loam,8 to 15 percent slopes 1.5'
254D Merrimac fine sandy loam, 15 to 25 percent 3.9
slopes
257E - Hinckley and Windsor loamy sands,steep- - - - 2.3 r - 3.1%_;
260B Sudbury fine sandy loam,3 to 8 percent slopes 0.011 0.0%'
405C Charlton fine sand y t 15 loam,8 to 15 percent slopes 3.31 /o
4.3
406C Charlton fine sandy loam,8 to 15 percent slopes, 7.3 9.6%
very stony j
406D Charlton fine sandy loam,15 to 25 percent slopes, 0.0 0.0%
---
'�-
41 OB Sutton fine----- ----- very stony y — 8 percent slopes-- -- --- --1---'--------- ----1
--o-�
410C 'Sutton fine sandy loam,8 to 15 percent slopes + -- - - -- 2.4 - --- - 3.1%1 1
420C Canton fine sandy loam,8 to 15 percent slopes 5.71 7_5%
420D - Canton fine sandy loam, 15 to 25 percent slopes 2.6 3.4%
°
421C Canton fine sandy loam,8 to 15 percent slopes, 2.5 3.3%'
very stony
421 D j Canton fine sandy loam,15 to 25 percent slopes, 2.41 3,2%
very stony
651 Udorthents,smoothed 0.1 i 0.1%1
711D Charlton-Rock outcrop-Hollis complex, 15 to 25 10.9 14.4%
percent slopes
Totals for Area of Interest 75.7 j 100.0%
USEM Natural Resources Web Soil Survey 6/15/2011
Conservation Service National Cooperative Soil Survey Page 3 of 3
HAVERHILL
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Town of North Andover
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Zoning Map
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Zoning Districts Overlay Districts Water Resources
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1 Business 3 Industrial i Residential 1 i Residential 6 I Adult Overlay District Wetland Resource Areas
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NOTES:
i
LIMCT of z5a- 1.THE SUBJECT PROPERTY IS LOCATED WITHIN THE TOWN OF NORTH ANDOVER
NON-0ISTURDANC
ZONE WATERSHED PROTECTION DISTRICT AND SUBJECT TO THE REQUIREMENTS OF
E� (TVP.) SECTION 4.136 OF THE TOWN OF NORTH ANDOVER ZONING BY-LAWS.
2.THE SUBJECT PROPERTY WAS CREATED ON MARCH 28,1955 AS DEPICTED ON
'PLAN OF LAND IN NORTH ANDOVER,MASS.-DATED DECEMBER OF 1954 PREPARED
BY CLINTON F.GOODWIN,RECORDED AS PLAN NUMBER 2985 AT THE NORTHERN
ESSEX REGISTRY OF DEEDS.
'W WETLAND 3.THE WETLANDS WERE DELINEATED ON MAY 13,2010 BY WETLANDS
BUFFER B V W PRESERVATION,INC.
FROM B W
(TYP.)
4.FLAGS Al-B1 DELINEATE BANK.
5.THE MEAN HIGH WATER MARK FOR LAKE COCHICHEWICK HAS AN ELEVATION
OF 113.67 ON THE UNITED STATES COAST AND GEODETIC SURVEY DATUM PER
SECTION 2.50 OF THE TOWN OF NORTH ANDOVER ZONING BYLAWS.
6.THE BOUNDARIES OF THE WETLAND RESOURCE AREAS INDICATED HEREON WERE
'.. APPROVED IN AN ORDER OF RESOURCE AREA DELINEATION ISSUED BY THE NORTH
ANDOVER CONSERVATION COMMISSION ON JULY 19,2010(DEP FILE#242-1484).
50'NO BUILD 7.PROPOSED NEW ADDITION FLOOR AREA NOT TO EXCEED 50%OF THE GROSS
ZONE FROM FLOOR AREA OF THE EXISTING STRUCTURE IN ACCORDANCE WITH SECTION
BVW(TYP') 4.136.3(c)ii(7)OF THE TOWN OF NORTH ANDOVER ZONING BY-LAWS:
GROSS FLOOR AREA FOR EXISTING HOUSE=2,346 sf.
tt& 50%OF GROSS FLOOR AREA=(2,346 sf.X50%)=1.173 Sf.
EXISTING ACCESSORY STRUCTURE(GARAGE)=530 sf.
TOTAL GROSS FLOOR AREA ALLOWED FOR ADDITION=1,173+530=1,703 sf.
_ PROPOSED NEW ADDITION GROSS FLOOR AREA=1,542 sf.
Z T TOTAL GROSS FLOOR AREA OF PROPOSED HOUSE=3,888 sf.
8.SUBJECT PROPERTY IS NOT LOCATED WITHIN FLOOD ZONE A OR V AS DEPICTED
4t2F NO DISTURB ON FLOOD INSURANCE RATE MAPS COMMUNITY-PANEL NUMBER 250098 0003C&
E FROM BVw 260098 000BC REVISED THROUGH JUNE 2,1993.
(TYP.)
TEST PIT RESULTS
DATE OF TESTS:5011
ROOF RECHARGE SOIL EVALUATOR DANIEL O'CONNELL,CHRISTIANSEN d SERGI,INC.
CALCULATIONS: _ TEST PIT 2:
0YR3/3 FINE SANDY LOAM, 0-81 A t0YR3/3 FINE SANDY LOAM.
FOOTPRINT ADDITION AREA=1,092 SF WULAR&FRIABLE GRANULAR&FRIABLE
RECHARGE VOL_=(0.5'(1'/12'X1,092 SF) 2.SY&6 FINE SANDY LOAM. 8-40' BY:2.5Y616 FINE SANDY LOAM,
=45.5 CF
39NE d FRIABLE MASSIVE d FRABLE
VOLUME PER SC-310 CHAMBER 2.6Y&4 STONY FINE TO MEDIUM LOAMY SAND, 40.80' C7:2.5Y&4 STONY FINE TO MEDIUM LOAMY SAND.
=31 CFJCHA1.IBER GLE GRAINED TO GRANULAR LOOSE TO VERY SINGLE GRAINED TO GRANULAR,LOOSE TO VERY
ABLE,FEW ROOTS TO 55' FRIABLE,FEW ROOTS TO 6T
12 CHAMBERSX31 CF/CHAMBER)
=62 CF 011 WEEPING GROUNDWATER NO STANDING OR WEEPING GROUNDWATER
NO.CHAMBERS TO BE USED 2 'AOTTLING) ESHNT @ 62'(MOTTLING)
9.3 TOP ELEV.=163.0
=153.1 BOTTOM ELEV.=168.3
154.7 ESHWT ELEV.=157.8
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DOWNSPOUT AND STORMTECH3
PROFESSIONAL ENGINEERS&LAND SURVEYORS a 2
FOR ROOF RUNOFF ' CHRISTIANSEN&SERGI, INC, a
160 SUMMER STREET.HAVERHILL,MASSACHUSETTS 01830 SHEET 1 OF i _t
NOT TO SCALE WWW.CSI-ENGR.GOM TEL.97&373-0310 FAX.978-372-3960 °v
DWG.NO.10012006
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