HomeMy WebLinkAboutMiscellaneous - 660 GREAT POND ROAD 4eI
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�2o4�t E° sgyo� Town of North Andover e Y ;
i Office of the Planning Department 2003 JUN 26 P14 2. 38
Community Development and Services Division
A Oflc "`Ppm 5 1
1600 Osgood Street
SACHUS6OR
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North Andover, Massachusetts 01845
NOTICE OF DECISION (INSUBSTANTIAL CHANGE)
Date of Decision: June 27,2008
Application of: United Methodist Church
640 Great Pond Road,North Andover,MA 01845
Premises Affected: 660 Great Pond Road, North Andover, MA 01845, Map 63, Parcel 11
within the R-1 Zoning District.
FINDINGS OF FACT
Pursuant to my authority as Director of Community Development and Acting Town
Planner pursuant to Section 8.3 of the Zoning Bylaw and Special Condition I of the Notice of
Decision, I have reviewed the request with regard to proposed adjustments to be made to the
approved Plans identified in the above-referenced Watershed Special Permit Decision. Based
upon the foregoing, and after consultation with the Building Commissioner and Town Engineer,
I have determined that the proposed plan adjustments shown on the plans entitled"Grading
Plan,"revision dated June 10, 2008,prepared by DK Engineering Associates, Inc. are not
substantial changes but are in fact minor, insubstantial changes, subject to the following
conditions.
Accordingly, the applicant may proceed with the project in accordance with the
Watershed Special Permit Decision, as modified by the decisions and related plans referenced
herein.
Town of North Andover
Planning Department
By.
Curt Bellavance, Director of
Community Development and
Acting Town Planner
Dated: June 27, 2008
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6
PLANNING DEPARTMENT 2007 OCT 22 g`1 4: 08
Community Development Division
1600 Osgood Street a, # �'
TH
North Andover,Massachusetts,01845°
Phone:978.688-9535 M A S S A C,o � i4
Fax:978-688-9542
NOTICE OF DECISION
Any appeal shall be filed
within(20)days after the
date of filing this notice in
the office of the Town Clerk
Date: September 19,2007
Date of Hearing(s): September 4,2007,
September 18,2007
Date of Decision: September 18,2007
Petition of- United Methodist Church
640 Great Pond Road
North Andover,MA 01845
Premises Affected: 660 Great Pond Road, North Andover, MA 01845, Map 63, Parcel 11 within
the R-1 zoning district.
Referring to the above petition for a Watershed Special Permit from the requirements of the North Andover
Zoning Bylaw,Section 4.136.3(cii),(1)&(5).
So as to allow: to relocate the access roadway and construct a portion of the new paved access roadway to
the Rolling Ridge facility and driveway to the existing residential dwelling, associated grading work,
dminage/storm water management improvements within 100 feet from a delineated wetland resource area
within the Non-Disturbance buffer zone of the Watershed Protection District.
After a public bearing given on the above date, and upon a motion by John Simons and 2°d by Richard
Rowen to APPROVE a Watershed Special Permit as amended and based upon the following conditions.
Vote was in favor of the application.
On behalf of the North Adover Planning Board
Richard Nardella,Chairman
John Simons,Vice-Chairman
Alberto Angles
Richard Rowen
Jennifer Kusek
Tim Seibert
1
660 Great Pond Road
Map 63,Parcel 11
Watershed Special Permit—Relocation and construction of new access roadway and driveway.
The public hearing on the above referenced application was opened on September 4,2006 and closed by the
North Andover Planning Board on September 18, 2007. On September 18, 2007, upon a motion made by
John Simons and seconded b Richard Rowen to GRANT a Watershed Special Permit as amended in order
Y p
to relocate the access roadway and construct a portion of the new paved access roadway to the Rolling Ridge
facility and driveway to the existing residential dwelling, associated grading work, drainage/storm water
management improvements within 100 feet from a delineated wetland resource area within the Non-
Disturbance buffer zone of the Watershed Protection District.
The proposed access roadway and driveway is located at 640 & 660 Great Pond Road, North Andover,
Massachusetts, 01845, Assessors Map 63, Parcel 11 and is located within the Non-Disturbance and Non-
Discharge Zones of the Watershed Protection District under the requirements of Section 4.136& 10.3 of the
North Andover Zoning Bylaw. This Special Permit was requested by United Methodist Church, 640 Great
Pond Road,North Andover,MA 01845. The applicant submitted a complete application,which was noticed
on August 6, 2006, and reviewed in accordance with Section 4.136 of the Town of North Andover Zoning
Bylaw and MGL Chapter 40A, Section 9. The lot was created before 1994 and is subject to the Watershed
Protection District provisions for lots before October 24, 1994.
The Planning Board voted on the motion by of 6-0 in favor of the Special Permit. A special permit
issued by the special permit granting authority requires a vote of at least four members of a five-member
board.
The applicant is hereby notified that should the applicant disagree with this decision, the applicant has the
right, under MGL Chapter 40A, Section 17, to appeal to this decision within twenty days after the date this
decision has been filed with the Town Clerk.
In accordance with 4.136 the Planning Board makes the finding that the intent of the Bylaw, as well as its
specific criteria, are met. This decision specifically stated by the Planning Board makes the following
FINDINGS OF FACT:
1) That as a result of the proposed construction 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
Planning Board bases this finding on the following facts:
a) The proposed relocation and construction of access road and driveway will improve access and
safety into the Rolling Ridge facility by increasing site distance on Great Pond Road and upgrading
the roadway from 16 feet to 24 feet. Upon completion of the access roadway,the existing entrance
and portion of the roadway and paved driveway, will be removed and returned to its natural state.
Further,the existing single-family residence is connected to the Town sewer and water systems from
Great Pond Road;
b) The topography of the site will not be altered substantially. The proposed access road and driveway
were specially designed and centrally located on Great Pond to minimize the amount of
grading/topographical changes and take advantage of natural features of the property. Further, the
access roadway and driveway have been constructed to avoid delineated wetland resource areas on
the property. The construction of the proposed stormwater management measures and erosion
control measures will use Best Management and Engineering Practices and not substantially alter the
topography of the site;
c) The limit of clearing and impact is restricted to the minimum necessary to construct the proposed
access road and driveway as shown on the plan;and
2
660 Great Pond Road
Map 63,Parcel 11
Watershed Special Permit-Relocation and construction of new access roadway and driveway.
d) The construction of the drainage and storm water management plan has been reviewed by the Town
Engineer and Town Planner and determined that there will be no degradation to the quality or
quantity of water in or entering the isolated vegetated wetland or Lake Cochichewick and will
mitigate storm water runoff on to Great Pond Road.
2) There is no reasonable alternative location outside the Non-Discharge and Non-Disturbance Zones for
any discharge, structure or activity.
In accordance with Section 10.31 of the North Andover Zoning Bylaw, the Planning Board makes the
following FINDINGS OF FACT:
1) The specific site is an appropriate location for the proposed use as all feasible storm water and erosion
controls have been placed on the site;
2) The use will not adversely affect the neighborhood as the lot is located in a Residential 1 Zoning District;
3) There will be no nuisance or serious hazard to vehicles or pedestrians. The relocation of the access
roadway will improve site distance for traffic entering and exiting the property from Great Pond Road;
4) Adequate and appropriate facilities are provided for the proper operation of the proposed use. The
drainage and storm water management design will mitigate storm water runoff on to Great Pond Road;
5) The Planning Board also makes a specific finding that the use is in harmony with the general purpose and
intent of the North Andover Zoning Bylaw;
Upon reaching the above findings,the Planning Board approves this Special Permit based upon the following
SPECIAL CONDITIONS:
1) The Town Planner shall approve any changes made to these plans. Any changes deemed substantial
by the Town Planner would require a public hearing and modification by the Planning Board.
2) Prior To Any Work On Site: OAC 90
a. A performance guarantee ofturotthousand dollars ($1,000) in the form of a check made out to the
Town of North Andover must be posted to insure that construction will take place in accordance with
the plans and the conditions of this decision and to ensure that the as-built plans will be submitted.
b. The limit of work as shown on the plan by the erosion control line must be marked in the field and
must be reviewed and approved by the Town Planner and Conservation Department.
c. All erosion control measures as shown on the plan must be in place and reviewed by the Town
Planner and Department. Deteriorated erosion control measures shall be replaced and maintained
throughout the duration of the project.
d. The site shall have received all necessary permits and approvals from the North Andover
Conservation Commission,Board of Health,Zoning Board of Appeals and the Department of Public
Works and be in compliance with the above permits and approvals.
3) Prior to issuance of a building permit:
a. The Planning Board must endorse the final site plan mylars and three copies of the signed plans
3
660 Great Pond Road
Map 63,Parcel 11
Watershed Special Permit—Relocation and construction of new access roadway and driveway.
must be delivered to the Planning Department.
b. The decision must be filed with the North Essex Registry of Deeds. One certified copy of the
recorded decision must be submitted to the Planning Department.
c. No pesticides, fertilizers or chemicals shall be used in lawn care or maintenance within 325' of Lake
Cochichewick or within 325' of wetland resource areas. The applicant shall incorporate this
condition as a deed restriction, and a copy of the recorded deed shall be submitted to the Town
Planner and included in the file.
d. All erosion control measures as shown on the plan must be in place and reviewed by the Town
Planner and Conservation Department.
e. The plans for the stockpiling of materials (dirt, wood, construction material, etc.)must be shown
on a plan and reviewed and approved by the Town Planner. The developer will make every effort
to locate stockpiles on the site and away from residential properties. Any approved piles must
remain covered at all times to minimize potential dust and the project owner will be required to
install appropriate erosion control measures to mitigate potential impacts to Lake Cochichewick.
Any stockpiles to remain for longer than one week must be fenced off and be seeded.
5) Prior to release of the Performance Bond:
a) The applicant shall submit an as-built plan stamped by a Registered Professional Engineer in
Massachusetts that shows all construction, including storm water management services and other
pertinent site features. This as-built plan shall be submitted to the Town Planner for approval. The
applicant must submit a certification from the design engineer that the site was constructed as shown
on the approved plan.
b) The Planning Board must by a majority vote make a finding that the site is in conformance with the
approved plan.
6) In no instance shall the construction of the project as proposed be allowed to further impact the site than
as shown on the plan referenced in Condition# 11.
7) No open burning shall be done except as is permitted during burning season under the Fire Department
regulations.
8) The Contractor shall contact Dig Safe at least 72 hours prior to commencing excavation.
9) The provisions of this conditional approval shall apply to and be binding upon the applicant, it's
employees and all successors and assigns in interest or control.
10) This special permit was issued on September 18, 2007, however, this Special Permit shall be deemed
to have lapsed after a two (2) year period on September 18, 2009 unless substantial use or
construction has commenced.
11) This decision must be filed with the North Essex Registry of Deeds. The following information is
included as part of this decision:
4
660 Great Pond Road
Map 63,Parcel I I
Watershed Special Permit—Relocation and construction of new access roadway and drive
Plan titled: 660 Great Pond Road 20 OCT 2 2 PH 4: 0
North Andover,Massachusetts
Grading Plan „
Prepared for: United Methodist Church 111 S S A[` �
640 Great Pond Road
North Andover,Massachusetts
Prepared by: DK engineering Associates,Inc.
87 Indian Rock Road
P.O.Box 4260
Windham,NH 03087
Scale: I"=20'
Date: 7/27/07,revised 9/9/07
Sheets: 2
s
tjORT14
r
f- r
PLANNING DEPARTMENT 2097 OCT 22 PI-11 1-4: 08
Community Development Division
1600 Osgood Street
North Andover,Massachusetts,01845 rAA A
Phone:978-688-9535
Fax:978-688-9542
This is to certify that twenty(20)days
have elapsed from date of decision,filed
NOTICE OF DECISION without filing of an a
Daw— MY- '-?PM'7
Any appeal shall be filed Joyce A.Bradshaw
within (20)days after the Town Clerk
date of filing this notice in
the office of the Town Clerk.
Date: September 19,2007 -/t , �`
Date of Hearing(s):September 4,2007,
September 18,2007
Date of Decision: September 18,2007
Petition of: United Methodist Church
640 Great Pond Road
North Andover,MA 01845
Premises Affected: 660 Great Pond Road, North Andover, MA 01845, Map 63, Parcel 11 within
the R-1 zoning district.
Referring to the above petition for a Watershed Special Permit from the requirements of the North Andover
Zoning Bylaw,Section 4.136.3(cii),(1)&(5).
So as to allow: to relocate the access roadway and construct a portion of the new paved access roadway to
the Rolling Ridge facility and driveway to the existing residential dwelling, associated wading work,
drainage/storm water management improvements within 100 feet from a delineated wetland resource area
within the Non-Disturbance buffer zone of the Watershed Protection District.
After a public hearing given on the above date, and upon a motion by John Simons and 2nd by Richard
Rowen to APPROVE a Watershed Special Permit as amended and based upon the following conditions.
Vote was in favor of the application.
On behalf of the North dover Planning Board
Richard NardeM,Chairman
John Simons,Vice-Chairman
Alberto Angles
Richard Rowen
Jennifer Kusek
Tim Seibert
660 Great Pond Road
Map 63,Parcel 11
Watershed Special Permit—Relocation and construction of new access roadway and driveway.
The public hearing on the above referenced application was opened on September 4, 2006 and closed by the
North Andover Planning Board on September 18, 2007. On September 18, 2007, upon a motion made by
John Simons, and seconded by Richard Rowen to GRANT a Watershed Special Permit as amended in order
to relocate the access roadway and construct a portion of the new paved access roadway to the Rolling Ridge
facility and driveway to the existing residential dwelling, associated grading work, drainage/storm water
management improvements within 100 feet from a delineated wetland resource area within the Non-
Disturbance buffer zone of the Watershed Protection District.
The proposed access roadway and driveway is located at 640 & 660 Great Pond Road, North Andover,
Massachusetts, 01845, Assessors Map 63, Parcel 11 and is located within the Non-Disturbance and Non-
Discharge Zones of the Watershed Protection District under the requirements of Section 4.136& 10.3 of the
North Andover Zoning Bylaw. This Special Permit was requested by United Methodist Church, 640 Great
Pond Road,North Andover,MA 01845. The applicant submitted a complete application,which was noticed
on August 6, 2006, and reviewed in accordance with Section 4.136 of the Town of North Andover Zoning
Bylaw and MGL Chapter 40A, Section 9. The lot was created before 1994 and is subject to the Watershed
Protection District provisions for lots before October 24, 1994.
The Planning Board voted on the motion by of 6-0 in favor of the Special Permit. A special permit
issued by the special permit granting authority requires a vote of at least four members of a five-member
board.
The applicant is hereby notified that should the applicant disagree with this decision, the applicant has the
right, under MGL Chapter 40A, Section 17,to appeal to this decision within twenty days after the date this
decision has been filed with the Town Clerk.
In accordance with 4.136 the Planning Board makes the finding that the intent of the Bylaw, as well as its
specific criteria, are met. This decision specifically stated by the Planning Board makes the following
FINDINGS OF FACT:
1) That as a result of the proposed construction 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
Planning Board bases this finding on the following facts:
a) The proposed relocation and construction of access road and driveway will improve access and
safety into the Rolling Ridge facility by increasing site distance on Great Pond Road and upgrading
the roadway from 16 feet to 24 feet. Upon completion of the access roadway,the existing entrance
and portion of the roadway and paved driveway, will be removed and returned to its natural state.
Further,the existing single-family residence is connected to the Town sewer and water systems from
Great Pond Road;
b) The topography of the site will not be altered substantially. The proposed access road and driveway
were specially designed and centrally located on Great Pond to minimize the amount of
grading/topographical changes and take advantage of natural features of the property. Further, the
access roadway and driveway have been constructed to avoid delineated wetland resource areas on
the property. The construction of the proposed stormwater management measures and erosion
control measures will use Best Management and Engineering Practices and not substantially alter the
topography of the site;
c) The limit of clearing and impact is restricted to the minimum necessary to construct the proposed
it
access road and driveway as shown on the plan;and
I
2
660 Great Pond Road
Map 63,Parcel 11
Watershed Special Permit-Relocation and construction of new access roadway and driveway.
d) The construction of the drainage and storm water management plan has been reviewed by the Town
Engineer and Town Planner and determined that there will be no degradation to the quality or
quantity of water in or entering the isolated vegetated wetland or Lake Cochichewick and will
mitigate storm water runoff on to Great Pond Road.
2) There is no reasonable alternative location outside the Non-Discharge and Non-Disturbance Zones for
any discharge, structure or activity.
In accordance with Section 10.31 of the North Andover Zoning Bylaw, the Planning Board makes the
following FINDINGS OF FACT:
1) The specific site is an appropriate location for the proposed use as all feasible storm water and erosion
controls have been placed on the site;
2) The use will not adversely affect the neighborhood as the lot is located in a Residential 1 Zoning District;
3) There will be no nuisance or serious hazard to vehicles or pedestrians. The relocation of the access
roadway will improve site distance for traffic entering and exiting the property from Great Pond Road;
4) Adequate and appropriate facilities are provided for the proper operation of the proposed use. The
drainage and storm water management design will mitigate storm water runoff on to Great Pond Road;
5) The Planning Board also makes a specific finding that the use is in harmony with the general purpose and
intent of the North Andover Zoning Bylaw;
Upon reaching the above findings,the Planning Board approves this Special Permit based upon the following
SPECIAL CONDITIONS:
1) The Town Planner shall approve any changes made to these plans. Any changes deemed substantial
by the Town Planner would require a public hearing and modification by the Planning Board.
2) Prior To Any Work On Site: 011t lb
a. A performance guarantee of-twwa-thousand dollars ($1,000) in the form of a check made out to the
Town of North Andover must be posted to insure that construction will take place in accordance with
the plans and the conditions of this decision and to ensure that the as-built plans will be submitted.
b. The limit of work as shown on the plan by the erosion control line must be marked in the field and
must be reviewed and approved by the Town Planner and Conservation Department.
c. All erosion control measures as shown on the plan must be in place and reviewed by the Town
Planner and Department. Deteriorated erosion control measures shall be replaced and maintained
throughout the duration of the project.
d. The site shall have received all necessary permits and approvals from the North Andover
Conservation Commission,Board of Health,Zoning Board of Appeals and the Department of Public
Works and be in compliance with the above permits and approvals.
3 Prior t issuance uance of a buildingpermit:
a. The Planning Board must endorse the final site plan mylars and three copies of the signed plans
3
660 Great Pond Road
Map 63,Parcel 11
Watershed Special Permit—Relocation and construction of new access roadway and driveway.
must be delivered to the Planning Department.
b. The decision must be filed with the North Essex Registry of Deeds. One certified copy of the
recorded decision must be submitted to the Planning Department.
c. No pesticides, fertilizers or chemicals shall be used in lawn care or maintenance within 325' of Lake
Cochichewick or within 325' of wetland resource areas. The applicant shall incorporate this
condition as a deed restriction, and a copy of the recorded deed shall be submitted to the Town
Planner and included in the file.
d. All erosion control measures as shown on the plan must be in place and reviewed by the Town
Planner and Conservation Department.
e. The plans for the stockpiling of materials (dirt, wood, construction material, etc.) must be shown
on a plan and reviewed and approved by the Town Planner. The developer will make every effort
to locate stockpiles on the site and away from residential properties. Any approved piles must
remain covered at all times to minimize potential dust and the project owner will be required to
install appropriate erosion control measures to mitigate potential impacts to Lake Cochichewick.
Any stockpiles to remain for longer than one week must be fenced off and be seeded.
5) Prior to release of the Performance Bond:
a) The applicant shall submit an as-built plan stamped by a Registered Professional Engineer in
Massachusetts that shows all construction, including storm water management services and other
pertinent site features. This as-built plan shall be submitted to the Town Planner for approval. The
applicant must submit a certification from the design engineer that the site was constructed as shown
on the approved plan.
b) The Planning Board must by a majority vote make a finding that the site is in conformance with the
approved plan.
6) In no instance shall the construction of the project as proposed be allowed to further impact the site than
as shown on the plan referenced in Condition# 11.
7) No open burning shall be done except as is permitted during burning season under the Fire Department
regulations.
8) The Contractor shall contact Dig Safe at least 72 hours prior to commencing excavation.
9) The provisions of this conditional approval shall apply to and be binding upon the applicant, it's
employees and all successors and assigns in interest or control.
10) This special permit was issued on September 18, 2007, however, this Special Permit shall be deemed
to have lapsed after a two (2) year period on September 18, 2009 unless substantial use or
construction has commenced.
11) This decision must be filed with the North Essex Registry of Deeds. The following information is
included as part of this decision:
4
660 Great Pond Road
Map 63,Parcel I 1
Watershed Special Permit—Relocation and construction of new access roadway and driveN�y,
Plan titled: 660 Great Pond Road 207 OCT 22
North Andover,Massachusetts
Grading Plan
Prepared for: United Methodist Church
640 Great Pond Road
North Andover,Massachusetts
Prepared by: DK engineering Associates,Inc.
87 Indian Rock Road
P.O.Box 4260
Windham,NH 03087
Scale: 1"=20'
Date: 7/27/07,revised 9/9/07
Sheets: 2
5
Town of North Andover Planning Boar
`
R 2
Application for Watershed Special Permit
ftUK I ii Al—
Please type or print clearly. i4 ASSP, E )Q
1. Petitioner: Mr. Charles Carnahan
Petitioner's Address: 276 Essex Street, Lawrence, MA
Telephone number: (978) 682-8055
2. Owners of the Land:Southern New England Conference of the United Methodist Church
Address: P.O. Box 249, Lawrence, MA 01842-0249
Number of years of ownership: 59 years
3. Year lot was created: Ownership has been traced back to 1922
4. Is the lot currently on septic or sewer? sewer
If on sewer,please provide date the sewer connection was completed: circa 1994
5. Description of Proposed Project: The project consists of re-grading around the
existing dwelling to provide adequate separation between the finished
grade and sill elevations; provide positive drainage away from the
existing dwelling and garage; re-grade and pave the existing driveway.
6. Description of Premises: The site consists of approximately 33.8 acres on the
north side of Great Pond Road adjacent to the North Andover Country Club.
Existing on the site is the Parsonage dwelling and attached garage.
7. Address of Property Being Affected 660 Great Pond Road
Zoning District: Residential 1
Assessors: Map: 63 Lot# 11
Registry of Deeds: Book#: 03773 Page#: 0065
8. Existing Lot:
Lot Area (Sq.Ft) 33.8+/- acres BuildingHeight n/a
Street Frontage: 505 feet Side Setbacks: n/a
Front Setback: n/a Rear Setback: n/a
Floor Area Ratio: n/a Lot Coverage: n/a
9. Proposed Lot(if applicable):
Lot Area(Sq.Ft) Building Height
Street Frontage: Side Setbacks:
Front Setback: Rear Setback:
Floor Area Ratio: Lot Coverage:
10. Required Lot(as required by Zoning Bylaw):
Lot Area(Sq.Ft) 87,120 s.f. Building Height 35 feet
Street Frontage: 175 feet Side Setbacks: 30 feet
Front Setback: 30 feet Rear Setback: 30 feet
Floor Area Ratio: n/a Lot Coverage: n/a
11. Existing Building(if applicable):
Ground Floor(Sq.Ft.) #of Floors:
Total Sq.Ft. Height:
Use: Type of Construction
12. Proposed Building: (None proposed)
Ground Floor(Sq.Ft.) #of Floors:
Total Sq.Ft. Height:
Use: Type of Construction
13. Has there been a previous application for a Special Permit from the Planning Board on these
premises? If so,when and for what type of construction?
14. Section of Zoning Bylaw that Special Permit Is Being
Requested ZBL 4.136 Watershed Protection District
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 B oard
of this application as incomplete
Petitioner's Signature:
Print or type name here: Mr. Charles Carnahan
Owner's Signature:
Print or type name here: Mr. Charles Carnahan
16. Please list title of plans and documents you will be attaching to this application.
11640 Great Pond Road Grading Plan" prepared by DK Engineering Associates, Inc.
dated 07/31/07
"640 Great Pond Road Notes & Details" prepared by DK Engineering Associates, Inc.
dated 07/31/07
' APPROXIMATE EDGE OF ez.n oRur LONo
100'WETLAND BUFFER -'
® SIM
-84-
ao.n� \ -- ti �� - \\` \\ i• assz. 1 LAKE COCHICHEYACK
!-- APPROXIMATE LOCATIONS
'-90 -OFEXISTING DRAIN TO BES
FOR REGISTRY USE D REPLACED WITH 8"PVC
4J VERY APPROXIMATE SEWER FORCE
MAIN LOCATION, ACTUAL ROUTE
THIS PLAN WAS PREPARED IN ACCORDANCE / �-- -92------ `� UNKNOWN. CONTRACTOR SHALL I - $
WITH THE UNIFORM INSTRUCTIONS FOR THE r _`.� -' --- _ - t \ ESTABUSH ACTUAL LOCATION °
PREPARATION OF PLANS AS SET FORTH BY ,ev.w / //�/ _ D 'PRIOR/DURING CONSTRUCTION AND
THE REGISTERS OF DEEDS. '� t'r' - LOWER, AS NEEDED,DURING GRADING / SCALE:
.ea,e / i .9x 1.20'
MAPLE E OPERATIONS TO PROVIDE 5 FEET S.
MAPLE \�— \ \ -- --FINAL COVER IN EXCAVATED AREAS.
BY: 1 ' / »,.os EROSION CON{ROL UNE
DATE / / AND MITS OF WORK Q {
( ' 11 I / '/ Q�e / DURING GRADING OPERATIONS,
4
/' / �'" `X94_` - - _ sa.00 / ���.Qr� TO'MAPLE MAINTAIN THIS DRIVE AS THE LOCUS
' ( 1 I 1 "xBt✓ /' •a5sz "9J.1S ----'- - -{�- CONSTRUCTION ACCESS/EGRESS NTS
93.25 AND SWEEP AND/OR MAINTAIN
-C -.- WITH CRUSHED STONE AS
NEEDED. ACCESS TO SITE USERS
SHALL ALSO BE PROVIDED AND
ACCOUNTED FOR DURING THE NORTH ANDOVER
CONSTRUCTION PHASE. PLANNING BOARD
r { 't.c t -F� �F�tI.. .ee
APPROXIMATE LOCATION OF\ t { / "+ r
EXISTING SEWER SERVICE 1 { x9a.n exd qaax°S"Ia .94.4
(PROTECT IN PLACE) DATE APPROVED
g8_ REMOVE EXISTING
- »s 9+ { '
PAVEMENT
DATE FILED
N-F t ---- �.�', �,
4 ' ';
DATE OF HEARING
%.,3
/ x 95s Ir�9 " / TEMPORARY'I
PLANTINGS
ft� aaaa5e ae.,9 m { � ° STORAGE
9aa, aee5 r / 2G / r /. , AREA
94.5
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, v ' GRAPHIC SCALE
11\`�11\1• \w u.z � `a.�5�' �"��"z' °'�' o' /. I z u I { � '` *�� � � ..; �`�,r � o w [o ,e a
J
EAISTING CONDUIT I !v �. TEMPORARY (1N rssf)
\\ �` ( -45 to STOCKPILE TQ BE ABANDONED I m LOAM L.Web EO ft.,
LEGEND \ 1, 1 I f 5 96 JP uP I '_ < EXISTING ENTANCE DRIVE TO BE �\
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\ 1 .v-'" %' 568 b £°a x ABANDONED IN ME FUTURE. REMOVE �.
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—" / 640 GREAT POND ROAD
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x B22—EROSION CONTROL UNE '3°- _ — -- _ — --- r '9�� Zp EXISTING MAILBOX
--- North Andover,Massachusetts
(lp \ GRADING PLAN t
- 1 m
REVISIONS. PREPARED FOR
1 \\ \ \ NO. DATE BY
aA United Methodist Church N
i a APPROVAL OF THIS PLAN BY THE NORTH ANDOVER PLANNING 7 DANIEL 640 Groat Pond Road
B DKORAVOS North Aralova,Massachusetts
BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE
AND NO APPEAL WAS RECEIVED DURING THE TWENTY DAYS 3 No�� ASSESSORS MAP#63 LOT#11
s� �g NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE. 4
3 ~DK Engineering Associates,Inc. SCALE:I"-20'
DATE:07/31/07 "
TOWN CLERK DATE 877adizm RDckR m -PLO.D 4260 DR.BY:DK
ShIm Windham,NH 03087-4260 JOB NO.:40705
NOT RELEASED FOR CONSTRUCTION DANIEL KORAVOS,P.E. Vft Tel(603)898-8516-Fax(603)898-8497 SHEET:Iof2
CONc_TRUCION NOTESUNPAVED PAVED
SEE SPECIFICATIONS
1. EROSION AND SEDIMENT CONTROL PRACTICES INCLUDE THE USE OF THE 7. SODDING- SODDING IS DONE WHERE IT IS DESIRABLE TO RAPIDLY FOR FINAL GRADING
UISTNG.GROUND SILT FENCE
FOLLOWING. STRAW BALE BARRIERS, SILT FENCE BARRIERS, CRUSHED ESTABLISH COVER ON A DISTURBED AREA. SODDING AN AREA MAY BE S
STONE-FILTER FABRIC CHECK DAMS. EROSION CONTROL PRACTICES SHALL BE SUBSTITUTED FOR PERMANENT SEEDING PROCEDURES ANYWHERE ON SITE. SURFACE
CONSTRUCTED AND MAINTAINED ACCORDING TO, AT LEAST, THE MINIMUM BED PREPARATION.FERTILIZING, AND PLACEMENT OF SOD SHALL BE PAVING AND SUB-BASE EXISTING
STANDARDS AND SPECIFICATIONS OF THE V.S.D.A., SOIL CONSERVATION SERVICE. PERFORMED ACCORDING TO THE S.C.S. HANDBOOK. MATERIAL GRADE
KFILL 2. THE EXISTING DRIVEWAY SHALL SERVE AS THE STABILIZED CONSTRUCTION 8. MAINTENANCE-DURING THE PERIOD OF CONSTRUCTION AND UNTIL COMMON COMMON FILL TO EDGE WETLANDS
ENTRANCE LONG- TERM VEGETATION IS ESTABLISHED: 6"BAC /OR DOWNHILL
AND SHALL BE MAINTAINED FOR THE FULL WIDTH (AT LEAST 18 FT. WADE) AND FILL MATERIAL
FOR 70 FT. LONG. ADDITIONAL ADDITIONS OF CRUSHED STONE MAY HAVE TO BE A SEEDED AREAS WILL BE FERTILIZED AND WATERED AS NECESSARY TO MATERIAL e - Jl _ IED VERTICAL FACE
ADDED PERIODICALLY TO MAINTAIN THE PROPER FUNCTIONING OF THE DRIVE/PAD INSURE VEGETATIVE ESTABLISHMENT. "I -�i'
THE INTENT OF THIS CONSTRUCTION SITE ENTRANCE TREATMENT IS TO MINIMIZE 6"MINIMUM
THE AMOUNT OF SOIL CARRIED OFF SITE AND ONTO GREAT POND ROAD BY 8)EROSION BARRIERS REPLACED AS NEEDED. DURING THE SEE NOTE 1 BELOW
VARIOUS CONSTRUCTION EQUIPMENT AND TRUCKS. CONSTRUCTION PHASE, CRUSHED STONE AT THE CONSTRUCTION - 36 WIDE"MIRAFI 100X"SILTATION
ENTRANCE MAY NEED TO BE ADDED. SWEEP SOIL DEPOSITS FROM SEWER SCREENED GRAVEL PLACED CONTROL FABRIC ATTACHED TO
3. HAY BALE BARRIERS/SILT SCREEN FENCESSHALL BE INSTALLED ADJACENT TO CROSBY LANE WHEN NEEDED. AGAINST UNDISTURBED SIDES 4'-8"WOODEN STAKES
ALL WETLAND REAS, DOWNSTREAM OF SLOPE CONSTRUCTION ACTIVITY AND AT 2"x2"WOODEN STAKES MAX
FOR REGISTRY USE THE LIMITS OF CONSTRUCTION. THEY ARE INTENDED PRIMARILY TO INTERCEPT AND AND BOTTOM OF TRENCH
FILTER SMALL VOLUMES OF"SHEET FLOWING"RUNOFF,OR AS SEDIMENT TRAPS IN GENERAL NOIRES: 8"MINIMUM SEE NOTE i BELOW SPACING 6'O,C. (TYP.) 1.5'1N
CLEARANCE THE GROUND
THIS PLAN WAS PREPARED IN ACCORDANCE SMALL SWALES, HAY.BALES HAVE A USEFUL LIFE OF 3 MONTHS WHEN WET AND IN ROCK 8" MIN. SCREENED GRAVEL
WITH THE UNIFORM INSTRUCTIONS FOR THE THEREFORE, MUST BE INSPECTED AND REPAIRED OR REPLACED PERIODICALLY. 1. TOPOGRAPHY SHOWN IS BASED UPON A FIELD SURVEY BEDDING BELOW OUTSIDE
SILT SCREEN FENCES WILL FUNCTION 6 MONTHS OR LONGER IF KEPT FREE OR CONDUCTED BY FTNDEISEN SURVEY&DESIGN, LLC. ELEVATONS DIAMETER OF PIPE
THE REGISTERS
OFPLANS
DEEDS. BASED
SET FORTH BY ���UNDISTRUBED EARTH
PREPARAVON SEDIMENT ACCUMULATIONS.
BASED UPON AN ASSUMED LOCAL DATUM THAT 15 71.34 FEET
BELOW THE 1929 NGVD. . 'x ��� � ✓!.,X y CONTI20L FABRIC
4. VEGETATIVE MEASURES: NOIESL �' K y,
A. TOPSOIL STOCKPILING: TOPSOIL SHALL BE STRIPPED AND STOCKPILED FOR 2. ALL DRIVEWAY AND UTILITY CONSTRUCTION SHALL CONFORM1. y, K'X'
FOR PIPES OTHER THAN SELECTED COMMON FILL MAY
BY: LATER USE ON CRITICAL AREAS AND ALL OTTER AREAS TO BE SEEDED. THE TO ALL APPLICABLE TOWN OF NORTH ANDOVER REGULATIONS. BBE E .USED FROM MID-DIAMETER
OF PIPE TO 8" ABOVE TOP OF EI' W GRAD
DATE STOCKPILE SHALL NOT BE COMPACTED AND SHALL BE STABILIZED AGAINST PIPE. i'-6"
EROSION. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING t BELOW
THE LOCATION, SIZE AND ELEVATION OF ALL EXISTING UTILITIES 2..TRENCHES LOCATED ON THE ROAD SHOULDER SHALL BE GRADE
B. ALL DIVERSIONS AND SWALES SHALLL BE CHECKED AND REPAIRED WHEN SHOWN (OR NOT SHOWN)ON THESE PLANS PRIOR TO TREATED THE SAME AS STREET EXCEPT FOR PAVING
NECESSARY UNTIL ADEQUATE VEGETATION IS ESTABLISHED. CONSTRUCTION BY CALLING DIG SAFE AT 1-888-344-7233 72
HOURS IN ADVANCE OF COMMENCING EXCAVATION, EXCLUDING 3. PROVIDE LEAST ONE IMPERVIOUS DAM IN GRAVEL BEDDING
C. ALL REGULARLYAWBALE NECNECESSARY RIERS AND SILT REPAIRS SHALLL SCREEN
ADENCES WILL BE CHECKED TO CORRECT UNDERMINING OR WEEKENDS AND HOLIDAYS. EVERY 3000 FT, SILT FENCE DETAIL
DETERIORATION OF THE BARRIER.
N.T.S.
D. TEMPORARY SEDIMENT BASINS, IF USED, SHALL BE INSPECTED AFTER EACH 4. THE DESIGN ENGINEER SHALL BE NOTIFIED IN WRITING OF -
RAINFALL EVENT AND CLEANED AS NEEDED TO RETAIN CAPACITY. ANY UTILITIES FOUND INTERFERING WITH THE.PROPOSED SEWER PPE TRENCH DETAIL
CONSTRUCTION SO THAT REMEDIAL ACTION MAY BE TAKEN NIL
E. TEMPORARY SEEDING: BEFORE PROCEEDING WITH THE WORK:
1)BEDDING- REMOVE STONES AND TRASH THAT WILL INTERFERE WITH SEEDING 4. THE CONTRACTOR SHALL ALSO REVIEW THE PLANS PRIOR VARIES FROM
24' TO 20'
THE AREA. WHERE FEASIBLE, TILL THE SOILS TO A DEPTH OF ABOUT 3" TO TO COMMENCING CONSTRUCTION AND NOTIFY THE DESIGN
PREPARE SEED BED AND.MIX THEFERTILIZER INTO THE SOIL. ENGINEER OF ANY DISCREPANCIES IN THE PLANS BEFORE
2)FERTILIZER- FERTILIZER SHOULD BE UNIFORMLY SPREAD OVER THE AREA PROCEEDING WITH CONSTRUCTION.
PRIOR TO BEING TILLED INTO THE SOIL. A 10-10-10 MIXOF FERTILIZER SHOULD 12'/10' TWO WOODEN STAKES
BE APPLIED AT A RATE OF 300 POUNDS PER ACRE(OR.7 POUNDS PER 1000 SF). S. EROSION CONTROL MEASURES SUCH AS HAYBALES, SILT PER HAYSALE(TYP.)
C)SEED MIXTURE: USE ANY OF THE FOLLOWING FENCES, DRAINAGE DIVERSIONS ETC. SHALL BE INSTALLED AND 6"LOAM&SEED TYP. EXISTING
MAINTAINED ON A CONTINUOUS BASIS IN ORDER TO PROTECT GRADE FLOW HAYBALE
SEEDING RATE WETLANDS AND OFFSITE AREAS DURING CONSTRUCTION. 1"BIT. CONC. TYPE 1-1 TOP COURSE TOEDGE
-W-ET-LA-NUS
SPECIES PER ACRE PER 7000 SF DATES DEPTH 2 1/2" BIT. CONIC. TYPE 1-2 BINDER COURSE.
6. CONSTRUCTION METHODS AND MATERIALS SHALL COMPLY
WINTER RYE 112 LBS 2.5 LBS. 8/15-9/5 1.0 IN. WITH THE NORTH ANDOVER PLANNING BOARD RULES AND
REGULATIONS AND THE DPW STANDARD SPECIFICATIONS AND 3' 3'
OATS 80 LBS. 2.5.LBS. SPRING-5/15 1.0 IN. DETAILS. OLp 1 1/4" PER FT. 1/4"PER FT. 1 6"VERTICAL FACE
4 -
AN 0 LB 1 0 LHS. 4/ /IS N.
ANNUAL S 15 9 0 2 I
S
1'
cn 1'
RYEGRASS W/MULCH GFN R I SEQUENCEOFCONSTRUCTION
-
1)INSTALL ALL PERIMETER EROSION CONTROL BARRIERS AS SHOWM ON PROOF ROLLED STAKED HAYBALES
5. PERMANENT SEEDING: THE PLAN, CONSISTING OF HAYBALES AND/OR SILT FENCING. I i2" GRAVEL BASE SUB-GRADE N.T.S.
-
A) BEDDING- STONES LARGER THAN 4% TRASH, ROOTS, AND OTHER DEBRIS THAT 2) THE LIMIT OF TREE CLEARING SHALL BE MARKED BY THE OWNER/ COMPACTED TO 95% _
WILL INTERFERE WITH SEEDING AND FUTURE MAINTENANCE OF THE AREA SHOULD ENGINEER BEFORE ANY TREE REMOVAL IS TO TAKE PLACE. STANDARD PROCTOR
BE REMOVED. WHERE - DENSITY
FEASIBLE, THE SOILS SHOULD BE TILLED TO A DEPTH OF 4" TO PREPARE 3) THE CRUSHED STONE ACCESS/EXIT SHALL BE INSTALLED. LOAM AND
SEEDBED AND MIX FERTILIZER INTO THE SOIL. THE SEEDBED SHOULD BE LEFT IN. SEED ADJACENT DISTURBED AREAS AS SOON AS POSSIBLE AFTER TYPICAL DRIVEWAY CROSS SECTION
A REASONABLY FIRM AND SMOOTH CONSTRUCTION OF STONE EXIT. MAINTAIN ALL EROSION CONTROL. N.T.S.
CONDTTION. MEASURES UNTIL PERMANENT GROUND COVER IS ESTABLISHED. - APPROVAL OF THIS PLAN BY THE NORTH ANDOVER PLANNING
BOARD HAS BEEN RECEIVED AND RECORDED AT THIS OFFICE
8) FERTILIZER -LIME AND FERTILIZER SHOULD BE APPLIED EVENLY OVER THE 4)CLEAR AND REMOVE TREES.AND BRUSH. ON-SITE CHIPPING OF AND.NO APPEAL WAS RECEIVED DURING THE TWENTY DAYS
AREA PRIOR TO OR AT THE TIME OF SEEDING AND INCORPORATED INTO THE SOIL. SMALL DIAMETER TREES AND BRUSH SHALL BE USED TO CREATE WOOD NEXT AFTER SUCH RECEIPT AND RECORDING OF SAID NOTICE.
KINDS AND AMOUNTS OF LIME CHIP MULCH FOR USE IN ERIOSION CONTROL.
AND FERTILIZER SHOULD BE BASED ON AN EVALUATION OF SOIL TESTS. WHEN A
SOIL TEST IS NOT AVAILABLE, THE FOLLOWING MINIMUM AMOUNTS SHOULD BE 5) THE TOPSOIL WALL BE STRIPPED FROM AREAS OF CONSTRUCTION,
APPLIED: STOCKPILED AND STABILIZED WITH PERIMETER BARRIERS AND TOWN CLERK DATE
AGRICULTURAL LIMESTONE®50 LBS. PER 1000 S.F. TEMPORARY SEEDING IF LEFT FOR EXTENDED PERIODS(LEFT IDEL FOR o
MORE THAN 3 MONTHS). ROUGH GRADING OF THE DRIVE,PARKING AND ^�
- 10-20-20 FERTILIZER ®12 LBS. PER 1000 S.F. BUILDING AREA WILL BEGIN. ALL THE TEMPORARY AND PERMANENT
DITCHES AND TREATMENT SWALES SHALL BE CONSTRUCTED AND NO. DATE BY REVISIONS:
C) SEED MIXTURE - (RECOMMENDED)RATE STABILIZED WITH MULCH, ETC. AS SOON AS POSSIBLE AFTER SEEDING. 7
TYPE LBS PER ACRE LBS PER SF USE v
6) EXCAVATE AND RESET SITE UTILITIES, AS NEEDED. BACKFILL AND 6
TALL FESQUE 20 0.45 STEEPCUTS& FILLS, STABILZE SURFACE AREAS AS SOON AS POSSIBLE. S
CREEPING RED FESQUE 20 0.45 DETENTION BASINS, 4
RED TDP P 0.50 AND SWALES 7) BEGIN TEMPORARY AND/OR PERMANENT SEEDING, WHEREVER
TOTALS 42 1.40 POSSIBLE, ON ALL GRADED CUT AND FILL SLOPES AS THEY ARE 3
CONSTRUCTED. CONTINUE TO MAINTAIN AND INSPECT ALL EROSION $
CREEPING RED FESQUE 50 1.15 ALL OTHER CONTROL MEASURES AND INSTALL/REPAIR CONTROL DEVICES AS ; Ste'
KENTUCKY BLUEGRASS -m 1.15 AREAS NEEDED. NORTH ANDOVER
TOTAL 100 2.30 PLANNING BOARD NOT RELEASED FOR CONSTRUCTION
8)REMOVE STONE BERM FROM STABILZED CONSTRUCTION EXIT, PLACE _
6. MULCHING - MULCH SHOULD BE USED ON HIGHLY ERODIBLE SOILS, ON AND COMPACT REMAINING GRAVEL FOR DRIVE AND THE BASE COURSE G,,11 �L� 7�Ti1 •r
CRITICALLY ERODING AREAS, AND ON AREAS WHERE CONSERVATION OF FOR ASPHALT PAVEMENT AREAS. '1�T640 GREAT POND ROAD
MOISTURE WILL FACILITATE PLANT ESTABLISHMENT. North Andover Massachusetts
9) PAVE AREAS DESIGNATED TO BE PAVED.
TYPE RATE PER 1000 S.F. USE & COMMENTS DATE APPROVED NOTES &DETAILS
10) AS SECTIONS OF THE PROJECT(AREAS AROUND BUILDING, FINISH
HAY OR STRAW 70 TO 90 LBS. MUST BE DRY&FREE PAVING, ETC.) ARE COMPLETED, PERFORM FINE GRADING, PERMANENT DALE FILED o
FROM MOLD. MAY BE SEEDING AND LANDSCAPING. CONTINUE TO MAINTAIN ALL EROSION PREPARED FOR
USED WITH PLANINGS. CONTROL MEASURES AS NEEDED.
United Methodist Church
WOOD CHIPS OR 460 TO 920 LBS. USED MOSTLY WITH TREES 11)EROSION CONRTOL BARRIERS SHALL BE REMOVED ONLY AFTER THE DATE OF HEARING °, 640 Creat Pond Road
BARK MULCH AND SHRUB PLANTING. PERMANENT VEGETATION IS ESTABLISHED IN EACH SECTION DIRECTLY DANIEL North Andover,Massachusetts
ABOVE THE EROSION CONTROL DEVICES. KORAVos ASSESSORS MAP#63 LOT#11
JUTE &FIBROUS AS PER MANUFACTURER USED IN SLOPE AREAS, CML
MATTING SPECIFICATIONS WATER COURSES AND 12)REMOVE EROSION CONTROL BARRIERS ONCE "UPHILL" AREAS ARE No.37752 " o
OTHER AREAS. PAVED OR PERMANENT VEGETATED COVER IS WELL ESTABLISHED. <� ~DK EngineeringAssociates,Inc. scALE:AsNwwd N
OATH:07/31/07 E
CRUSHED STONE SPREAD MORE THAN EFFECTIVE IN a.
1/2 TO 1-1/2"DIA. 1/2" THICK CONTROLLING WIND & 13)CONTINUE TO REPAIR AND REVEGETATE ANY ERODED AREAS �' 877ne6 Roc&Road-P.O.Bax4260 DR BY:DK
WATER EROSION DISCOVERED DURING ROUTINEm,NH 03087-4260 NE LANDSCAPING MAINTENANCE. /Vt) Wi�tre03087-8260 70H N0.:40705 -
DANIEL KORAVOS.P.I- -immmmiiiiii mm Tel(603)898-8516-Fax(603)898-8497 SBEET:2 of 2 °