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HomeMy WebLinkAboutApplication - 500 GREAT POND ROAD 4/17/1999 "E� N 0 Y/H F w.tl NUTH 1,,k,L','O 500 Great Pond Road J J North Andover, MA 01845 687-7414 April 171h, 1999 To Whom it May Concern: We are applying for a Special Permit 4.136(4)under the Watershed Protection District to pave an existing parking lot and entranceway. The surface is about 12,490 square feet of compacted reprocessed asphalt(gravel). If granted permission, we propose grading the parking lot to make it possible to capture the runoff in a catch basin with a four foot sump and a catch basin hood. Further, we propose to funnel the water from this catch basin, through a pipe,to be recharged in a grassed water quality swale. Currently, this area has neither a filtering system to control the quality of the runoff, nor a system in place to recharge the runoff on site. Addressing provisions of 4.136 Special Permit Requirements: i, attached ii (1)-(6) attached Note: The North Andover Country Club lots were created approximately 50 years ago iii, attached iv, Movement of the existing lot and entrance way outside the non-disturbance zone would place the lot on low lying land in the third fairway of the golf course. V, n/a vi, Haybales and Envirofence will be installed prior to the commencement of construction activities, and kept in good working order until all areas which have been disturbed have stabilized and vegetation has taken hold. vii, attached Thank you for your consideration of this Special Pen-nit. I would be happy to address any questions or concerns at the May 18th 1999 meeting, or please feel freeto contact me at 475-6821. Sincerely, wo T 0 W 1,1 H 0 K] i 1,1 )V E R Town of North Andover Planning Boajrd','��l Application for SPECIAL PERMIT Please type or print clearly. 1. Petitioner: North Andover Country Club CIO Richard Homidge Address: 500 Great Pond Road,North Andover, MA Telephone number: 978-687-7414 978-475-6821 2. Owners of the Land: Same Address: Telephone number: Number of years of ownership: If applicant is not the owner,please state interest in property: Representative 3. Request for a Special Permit under Section 4.136(4)of the North Andover Zoning Bylaw to pave an existing compacted reprocessed asphalt driveway and parking lot, approximately 12,490 square feet in the watershed protection district. Direct drainage will be to a catch basin with a four-foot sump and a catch basin hood, through a pipe to a grassed water quality swale away from the wetlands. 4. Location of Property: 500 Great Pond Road Zoning District: RI Assessors: Map: 64 Lot: 6 Registry of Deeds: Book#: 4499 Page N: 145 5. Existing Lot: N/A Lot Area(Sq.Ft.): Building Height: Street Frontage: Side Setbacks: Front Setback: Rear Setback: Floor Area Ratio: Lot. Coverage: 6. Proposed Lot(if applicable): N/A Lot Area(Sq.Ft.): Building Height: Street Frontage: Side Setbacks: Front Setback: Rear Setback. Floor Area Ratio: Lot Coverage: a 7. Required Lot(as required by Zoning bylaw). N/A. Lot Area(Sq.Ft:): Building Height:Street Frontage: Side Setbacks: Front Setback: Floor Area Ratio: " Rear Setback: . m Lot Coverage 8. Existing Building(if applicable): N/A Ground Floor(Sq. Ft,): ##of Floors: Total Sq. Ft.: Height: Use: Type of Construction:- — 9. Proposed Building: N/A Ground.Floor(Sq, Ft.):_ ® ##of F'loors: Total Sq, Ft.: Height: Use. Type.of Constn.iction: 10. Has there been a previous application for a Special Permit from the Planning Board on these premises?N , ff so, when and for what type of construction? 11. petitioner and Landowner signature(s): Every application for a Special Perrnit 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 Hoard Rules and regulations may result in a dismissal by the Planning Board of this application as incomplete. r Petitioner's Signature: Print or type name here: Richard Hornidge Owner's Signature: Print or type name here: LIST OF FAR T ES OF INTEREST RAGE 1 OF 2 SUBJECT PROPERTY MAP PARCe4 NAME 'ADDRESS ts, T �-11:) 4L ABUTTERS MAP PARCEL NAME ADDRESS 6 -0 A 7Qt> 0"k 6;�-7R 14°74. c, A n� 61-1 ASSAY i j:�,A &71, 4-2,S- 6*RJMT _ oiAj6 -__ CER T 1F1ED BY--' ASSESSOR'S OFFICE / Rev. 06.0!�.96 n l! L April. 14'h 1999 To whom it may concern: The grounds department at the North Andover Country Club will adhere to the following procedures. The purpose of these procedures is to assure that no materials placed directly on the golf course nor any residue from equipment used in taking care of the golf course will be exposed to the asphalt next to the golf maintenance building. Maintenance of equipment will be done inside the maintenance building. Washing of equipment will be done either on the golf course or on a dirt road leading from the maintenance building directly to the third fairway. All equipment will be allowed to cool(before being washed)at the washing site. All equipment will access and exit the golf course via a dirt path from the side of the maintenance building,through the woods and onto the third fairway. All materials used in taking care of the golf course are stored in the maintenance building. Greens Superintendent Jim Titus Surveyors Dewsnap Engineering Associates Engineers 178 Lincoln Avenue - Saugus, MA 01906 Environmental Specialists Phone: (781)233-0595 Fax: (781)231-5521 Planners April 20, 1999 Planning Board Town of North Andover 120 Main Street North Andover, MA 01845 RE: North Andover Country Club 500 Great Pond Road North Andover, MA 01845 Dear Members of the Planning Board: The North Andover Country Club (Applicant) is requesting a Special Permit under Section 4.136 Watershed Protection District established under the Town of North Andover Zoning Bylaw. The Applicant is proposing to improve the existing dirt and gravel parking area of approximately 12,490 square feet located on the easterly side of Great Pond Road adjacent to the platform tennis courts. The proposed work will consist of paving the existing dirt/gravel parking area and the installation of a bituminous concrete curb around the perimeter of the parking area to direct surface runoff towards a proposed catch basin with a 4' sump which will collect sediments and particulate matter. A 12" manifold tee will be installed within the catch basin at the outlet pipe in order to keep gas and oil contained within the precast catch basin. The runoff will then flow through a 12" polypipe (ADS type)to a 4'wide water quality grassed swale and.into a grassed retention area (see plan). This drainage collection system is designed to remove total suspended solids and remove any gas or oil from entering the drainage system ensuring the quality of water within the Towns Watershed Protection District. Certain maintenance shall be performed to insure that the drainage system is continually operating properly. The maintenance program for the system is as follows: 1. CATCH BASIN Catch basins should be cleaned out when the sediment depth results in a sump of less than two feet(2')within the catch basin. The catch basin should be inspected every six(6) months and any sand and/or trash debris should be removed. Also, during this routine inspection the 12° manifold tee should be checked and any floating petroleum based products should be removed and disposed of properly. Town of North Andover Planning Board Page 2 RE: North Andover Country Club(cont.) April 20, 1999 2. WATER QUALITY GRA§SED SWALE and GRASSED RETENTION AREA Care should be taken to inspect the grassed swale and shallow grassed retention area at least twice a year, once in the spring and again in the late fall after the trees have shed their leaves. The spring inspection shall be performed to insure that sifting has not occurred at a rate which may impede the flow capacity of the swale or the storage volume of the retention area. If silting has occurred, special care should be taken to remove the siltation and reseeding should be performed as needed. The late fall inspection shall be performed to ensure that leaf litter does not impede the flow capacity of the swale or the storage volume of the retention area. If leaf litter has occurred, special care should be taken to remove the leaf litter from the swale and the retention area and reseeding should be performed as needed. CONSTRUCTION MEASURES To protect the existing brook to the south of the proposed work; haybales and envirofence shall be placed along the southerly limits of the proposed work(see plan). This measure will collect and trap any sifting which might occur during construction. The haybales and envirofence shall be maintained and repaired during construction and shall remain in place until slopes are stabilized and vegetation has taken hold. In summary, the existing condition of the parking area consists of compacted gravel and dirt which generates a peak rate of runoff of 1.12 cfs with a runoff volume of 336 cf during a 100 year storm event. The proposed bituminous parking area generates a peak rate of runoff of 2.06 cfs with a runoff volume of 618 cf during a 100 year storm event. This increases the peak rate of runoff in this area by 0.94 cfs and produces an additional 282 cf. To compensate for the increase in the rate and volume of runoff this office proposes to direct the runoff to a catch basin and into a water quality grassed swale which will flow into a grassed shallow retention area capable of holding 304 cf of storm water. All runoff from the proposed paved parking area will be treated and recharged through the drainage system and flow overland within a grassed and vegetated area resulting in additional surface infiltration and cleansing prior to reaching any resource area within the Towns Watershed Protection District. The above proposal shall direct storm water runoff away from the brook located to the south, reduce the volume of runoff to pre-construction levels, remove total suspended solids from the storm water runoff and promote groundwater recharge through the use of retention. If you should have any questions regarding this letter, please call this office at your earliest convenience. Sincerely, Dewsnap Engineering Associates e ewsnap, P.E. C W V LO LO Evo0 ,2cu 0 C N L U L W m g 00 ® O N (D 00 CO) E y 0 0 0 0 ri Q N L O 12 E C c�a :� ;