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Home My WebLink About2003-04-08 Application for Approval of Definitive Subdivision j / 1 Gale Associates, Inc. GA_ L__ E ............. 33 Riverside Drive Pembroke,MA 02359-1938 FAX: (781)829-2007 TEL: (781) 829-2000 August 17, 2001 Ms. Heidi Griffin E Town Planner I North Andover Planning Department 27 Charles Street North Andover, MA 01845 Re: Definitive Subdivision Submission Lawrence Airport Industrial Park Gale JN 709910 Dear Ms. Griffin: The Lawrence Airport Enterprise Commission (LAEC) is hereby submitting the Definitive Subdivision plan set for the proposed Lawrence Airport Industrial Park in the Town of North Andover. As part of the submission requirements, the following are attached to this letter: • Certified Abutters List • Addressed and stamped envelopes to each abutter • Professional Civil Engineer's Statement of Sound Engineering Practice • Soil Evaluation Logs for Test Pit Data • Two copies of Form"C", with time stamp from Town Clerk • Signature sheet showing departmental receipt of plans • Definitive Subdivision Plan Set (separate) • Copy of submission letter to the Board of Health • Certified copy of property deed • Traffic Impact and Access Study (separate cover) • Traffic Engineer's response to peer review comments (separate cover) The applicant will be submitting a Comprehensive Environmental and Community Impact Analysis Report within seven (7) days of the public hearing. This shall include the required lighting and landscaping plans in addition to the report. Waiver Requests The LAEC is requesting the following waivers from the Rules & Regulations Governing the Subdivision of Land. 1. Section 6.8.1 - Requires a minimum cul-de-sac pavement diameter of 120'. The LAEC is asking that the Board consider a 90' diameter cul-de-sac. BOSTON BAMMORE ORLANDO SAN FRANCISCO i Ms.Heidi Griffin North Andover Planning Department Augtist 17,2001 Page 2 GA- -L E_ - h 8 2. Section 6.8.1 Having a maximum dead-end roadway length o f 00 feet. The proposed development is contingent upon the extension of an existing, non- conforming dead end street (Clark Street). To mitigate the situation, a secondary access drive is proposed from the airport access road to the proposed Clark Street extension to provide a secondary means of access, thus decreasing the existing non- compliance. 3. Section 6.11.2 - Requiring the installation of a sidewalk along the proposed extension of Clark Street. The LAEC is asking that the Board consider waiving this requirement as the existing roadway does not contain sidewalks, nor is this cul-de-sac a destination for pedestrians. 4. Section 6.14.10 — Requiring a maximum side slope of 3:1 for detention/retention basins. The LAEC is asking the Board to consider allowing 2.5,1 side slopes, provided adequate rip-rap and erosion controls are installed. 5. The LAEC is asking that the Planning Board allow the Conservation Commission's Peer Reviewer (Coler & Colantonio, Inc.) to review the drainage design in its entirety for the project, as it is currently under their review for a Notice of Intent filing. Any and all revisions that are required will be submitted to the Planning Board, including a final Stormwater Management Report. Should yourself or the Board have any questions, please do not hesitate to call either myself or Bill Seymour at(781) 829-2000. Very truly yours, GALE ASSOCIATES, INC. Gabriel R. Crocker Project Engineer GRClbad Attachments GA7099 t OVetterAdefinitive i '10 CF i:11SA6SIJJ�1k11 -1..0V/M f,LEf1fl FORM C i'MR T ii A ;`00V APPLICATION FOR DEFINITIVE SUBDIVISION APPROY . AUG (Stamp two (2) forms with the Town Clerk. Pile one (1) form with the Town Clerk and one (1) form with the Planning Board) To the Planning Board: The undersigned, being an applicant under Chapter 41, 81-T and 81-U, MGL, for approval of a proposed subdivision plan, hereby submits a Definitive Plan and makes application for approval to the North Andover Planning Board: The undersigned hereby applies for the approval of said DEFINITIVE plan by the Board,and in furtherance thereof hereby agrees to abide by the Board's Rules and Regulations. The undersigned hereby further covenants and agrees with the Town of North Andover,upon approval of said DEFIMTIVE plan by the Board a. To install the utilities in accordance with the rules and regulations of the Planning Board,Department of Public Works, the Highway Surveyor, the Board of Health, and all general as well as zoning by- laws of said Town,as are applicable to the installation of utilities within the limits of ways and streets; b. To complete and construct the streets or ways and other improvements shown thereon in accordance with Sections V and VI of the Rules and Regulations of the Planning Board,including all Appendices (I-VI) and Figures (1-27) , and the approved DEFINITIVE plan, profiles and cross-sections of the same. Said plan,profiles,cross sections and construction specifications are specifically,by reference, incorporated herein and made a part of this application. This application and the covenants and agreements herein shall be binding upon all heirs,executors,administrators,successors,grantees of the whole or part of said land,and assigns of the undersigned;and i c. To complete the aforesaid installations and constriction within two years(2)from the date hereof. 1, Name of Applicant: Lawrence Ai ion ti Address: 225 Essex Street, Signature of Applicant: 1KaG►Jt 7fl fjd2y *ua�6 n r C-Wt a s c�►w+r "' 2. Name of Subdivision: i 3. Description of Premises:- The prop2rty consists of a 41 + acre, undeveloped Iqnd Darrel loratM on the northeast side of the Lawrence Municipal Airport. the reel is bounded to the southeast by the airport; the Merrimack River and railroad to the northwest; Clark Street to the east and access road bisects the parcel. The subject parcel lies coMplet:ply within the "Industrial.-District 2" zone in the Town of NorthAndnv-pr_ 4. Address of Property Being Affected: Lawrence Municipal Airport Clark Street - i' Zoning District: Industrial - District 2 Assessors: Map#: map & parcel numbers Lot# are incorrect for this parcel 93 5. Deed Reference:Book 1 ,Page 5' and Certificate of Title No. Book 14, Page 29 - Land Court 1931 6. Name of Surveyor/Engineer: Cale Associates, Inc. Address: 33 Riverside Drive, Pembroke..__MA____42359_ Easements&Restrictions of Record(Describe&Include Deed References): 20' wide utility easement Book 914/Page 320 Plan# 5237 7. Preliminary Plan Submitted? yes ; Plan Approved? no Date: 5/18/O1 Signature of Q`vuer(s): A6fur-m BcAOb c ua.;o- c-tT-t of vi.�n Cam Address: 225 Essex Street MA 01840 Received: Town of North Andover Town Clerk(date s(amp): Signature of Town Official receiving this application: i i Gale Associates, Inc. AtJ 33 Riverside Drive Pembroke,MA 02359-1938 FAX: (781) 829-2007 TEL: (781)829-2000 August 17, 2001 Town of North Andover Planning Department Town Hall North Andover, MA 01845 Re: Lawrence Municipal Airport Preliminary Subdivision Applications Planning Regulation 4.4.16—Certification To whom it may concern: The attached Definitive Subdivision Plans have been designed in acceptance with good engineering practice and the design of the plans is in compliance with the purpose of the North Andover Planning Board Rules and Regulations Governing the Subdivision of Land (December 2000) as described in Section 1.2. Very truly yours, GALE ASSOCIATES, INC. /, WNA,�4 Dale K. Harris, P.E. Project Manager Attachment G:170991011ctterslpiannilrglirS I601 BOSTON BAI;r1MORE ORLANDO SAN FRANCISCO 10/26/2001 11:11 FAX 17818292007 GALE Q 001 Gale A.ssocintes Inc. G A L 33 Riversi r A 02359-1938 FAX'(781)829-2W TEL(781)W OCT 2 6 2001 FAX TRANSMITTAL NO II-I ANNOVCf PLANNINCA DEPARTMENT No. of Pages,including Cover Sheet To: From Company: Date: Fax Nq� r rt Z Job � I D Mess Cage: l9 V)ISA7�WC- —fD ov 77rd�-' 6l;iF OZO RZ v tI-P, -7Z) IL VOLO, cc_ NAME COMPANY FAX NO. 4. Address of Property Being Affected: Lawrence Municipal Airport - Clark Street Zoning District: industrial - District 2 Assessors: Map#: map & parcel numbers Lot# are incorrect for this parcel 913 5. Deed Reference: Book 1 3 3 ,Pate 573 and Certificate of Title No. Book 14, Page 29 - Land Court 1931 6. Name of Surveyor/Engincer:Gale Associates, Inc. Address: 33 Riverside Drive, Pembroke,..MA __02359.__ Easements&Restrictions of Record (Describe&Include Deed References): 20' wade utility easement Book 914/Pa e 320 Plan# 5237 7. Preliminary Plan Submitted? yes ; Plan Approved? _nn Date: 5/18/01 Signature of Owners): _&A& (EQr m 66Z WHO- ctT,r o¢ 1.�A,"-4CIL Address: 225 Essex Street jaw,mca4 MA 01840 Received: Town of North Andover Town Clerk(date stamp): Signature of Town Official receiving this application: Departmental Referral Form With Signature of Departments Acknowled in Receipt To: Director, Engineering, Jim RaK Fire Chief Conservation Administrator, Brian LaGrasse A/ Open Space Committee (Sub-Committee of ConservMin" C- -Mjv-iorj Building Commissioner, Bob Nicetta Health Administrator, Sanqra Starr School Committee Police Department From: Applicant Date: Re- Preliminary Plan Definitive Subdivision Modification to a Definitive Subdivision Address Development (Ato4VxtX-, 0j(Lfti%- A Public Hearing has been scheduled for S 0-"AY"6 e,a, to discuss the plans checked above. (Preliminary plans do not require public hearings.) Please provide your written comments to the Planning Department by Sk,:W9-mWA- 0 (Wednesday before the scheduled public hearing and/or scheduled Planning Board meeting}. Failure to provide written comments by this date will constitute your approval of this plan. Thank You. i FORM 11 - SOIL EVALUATOR FORM Location Address or Lot No. Lawrence Airport Industrial Park On-site Review Deep Hole Number: 1 Date: 5/16/01 Time: 9:45 AM Weather: Cloudy, 55-600 Location (identify on site plan): See attached site plan Land Use: Industrial/undeyelo ep d Slope M: 2 6% Surface Stones: Yes, stone walls present Vegetation: Wooded Landform: Position on Landscape(sketch on the back): Distances from: Open Water Body: 200' feet Drainage way: 85' feet Possible Wet Area: 80' feet Property Line: 100' feet Drinking Water Well: NIA feet Other: DEEP OBSERVATION HOLE LOGS Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,Consistency,% Gravel) 0-6" A Loamy sand 10 YR Y None 6"-28" B Loamy 2.5 Y 5/6 None Massive sand/sand 28"-114" C1 Fine-med, 2.5 Y 5/3 Mottling @ No gravel,stones or cobbles sand 150"soils reduced 114"-168" C2 Coarse sand 10 YiR 5/6 20%gravel, 10%cobbles,some boulders, &gravel single grain *MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic) Depth to Bedrock: >168" Depth to Groundwater_ Standing Water in the Hole None Weeping from Pit Face: None Estimated Seasonal High Ground Water: 150"due to mottling DEP APPROVED FORM-12/07/95 i FORM 11 - SOIL EVALUATOR FORM Location Address or Lot No. Lawrence Airport Industrial Park On-site Review Deep Hole Number: 2 Date: 5/16/01 Time: 10:00 am Weather: Cloudy, 55-60° _ Location (Identify on site plan): Land Use: Ind ustrial/undeyeloped Slope(%): 2-6% Surface Stones: Yes, stone walls present Vegetation: wooded Landform: Position on Landscape(sketch on the back): Distances from: Open Water Body: 200' feet Drainage way: 85' feet Possible Wet Area: 80' feet Property Line: 100, feet Drinking Water Well: N/A feet Other: DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(inches) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,Consistency,% Gravel) 0-12" A LS 10 YR a/ none 12"-28" B LSIS 2.5Y 5/6 none Massive 28"-89" Cl Fine-med. 2.5Y 5/3 Mottling @ 10%gravel, no stones or cobbles Sand 142"soils reduced 89"-168" C2 CS&G 10 YR 516 MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic) Depth to Bedrock: >168" Depth to Groundwater: Standing Water In the Hole None Weeping from Pit Face: None Estimated Seasonal High Ground Water: 142"due to mottling la DEP APPROVED FORM-12/07/95 FORM 11 - SOIL EVALUATOR FORM Location Address or Lot No. Lawrence Airport Industrial Park On-site Review Deep Hole Number: 3 Date: 5/16/01 Time: 10,45 Weather: Cloudy, 55-600 Location(Identify on site plan): See plan Land Use: Industrial/undeveloped Slope{%); 2-6% Surface Stones: Yes,, the wab present Vegetation: Wooded Landform: Position on Landscape(sketch on the back): Distances from: Open Water Body: 200' feet Drainage way: 85' feet Possible Wet Area: 80' feet Property Line: 100' feet Drinking Water Well: N/A feet Other: DEEP OBSERVATION HOLE LOG' Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(Inches) (USDA) (Mansell) Mottling (Structure,Stones, Boulders,Consistency,% Gravel) 0-10" A LS None 10"-26" B LSIS None 26"-92" Cl Firm sand No mottling Found 92"-168" C2 CS&G None 30% Gravel, 10%cobbles, many boulders "MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic) Depth to Bedrock: >168" Depth to Groundwater. Standing Water In the Hole None Weeping from Pit Face: None Estimated Seasonal High Ground Water: >168" DEP APPROVED FORM-12/07/95 FORM 11 - SOIL EVALUATOR FORM i Location Address or Lot No. Lawrence Airport Industrial Park On-site Review Deep Hale Number: 4 Date: 6/16/01 Time: 1:00 prn Weather: Cloudy, 55-60" Location (Identify on site plan): Land Use: industrial Slope{%): 2-6% Surface Stones: Yea, stone wails present Vegetation: wooded Landform: Position on Landscape(sketch on the back): Distances from: Open Water Body: >200' feet Drainage way: NIA feet Possible Wet Area: 60' feet Property Line: 80' feet Drinking Water Well: NIA feet Other: DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Sol]Texture Soil Color Sol[ Other Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,Consistency,% Gravel) 0-10" A LS 10 YR 4/3 10"-31" B SL 10 YR 5/3 31"-69" Cl CS&G 5YR 7/1 @ 40" 20%gravel,some stones 69"-144" C2 Silty sandy 7.5 Firm, saturated, no stones or cobbles loam 6/1 MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic) Depth to Bedrock: >144" Depth to Groundwater: Standing Water in the Hole 140" Weeping from Pit Face: 59" Estimated Seasonal High Ground Water: 40"due to mottling DEP APPROVED FORM-12/07/95 FORM 11 - SOIL EVALUATOR FORM Location Address of Lot No. Lawrence Airport Industrial Park On--site Review Deep Hole Number: 5 Date: 5/16/01 Time: 1:30 pm Weather: Cloudy, 55-600 Location (Identify on site plan): See plan i Land Use: Ind ustrial/undeveloped Slope(%): 2-6% Surface Stones: Y_es, tone wails present Vegetation: wooded Landform: Position on Landscape(sketch on the back): Distances from: Open Water Body: N/A feet Drainage way: N/A feet Passible Wet Area: 60' feet Property Line: 80' feet Drinking Water Well: N/A feet Other: DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Solt Color Soil Other Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,Consistency,% Gravel) 0-8" A LS 10 YR 4/3 8"-24" B LS 10 YR 5/3 24"-72" Cl CS&G 5 YR 7/1 @36" 72"-144" C2 Silly sand 7.5 YR 6/1 Firm, saturated, no stones or cobbles loam 'MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic) Depth to Bedrock: >144" Depth to Groundwater: Standing Water in the Hole 140" Weeping from Pit Face: B9" Estimated Seasonal High Ground Water: 36" due to mottling i DEP APPROVED FORM-12/07/95 i I i FORM 12 - PERCOLATION TEST Location Address or Lot No Lawrence Airport Industrial Park COMMONWEALTH OF MASSACHUSETTS North Andover, Massachusetts Percolation Test Date: 5/16/01 Time: Observation Hole # 1 3 Depth of Perc 48-66" 40"-58" Start Pre-soak 9:46 10:24 End Pre-soak 10:01 10:39 Time at 12" 10:01 10:39 Time at 9" 10:04 10:41 Time at 6" 10:07 10:43:45 Time (9"-6") 3 min. 2:45 min. Rate Min./Inch <2 min./inch <2 min./inch * Minimum of 1 percolation test must be performed in the primary area AND reserve area. Site Passed ® Site Failed ❑ Performed By: Gabe Crocker Witnessed By: Comments: DEP APPROVED FORM-12/07/95 i I FORM 12 - PERCOLATION TEST Location Address or Lot No Lawrence Airport Industrial Park COMMONWEALTH OF MASSACHUSETTS North Andover, Massachusetts Percolation Test Date: 5110/01 Time: Observation Hole # 4 Depth of Perc 72"90" Start Pre-soak 2:05 i End Pre-soak 2:20 Time at 12" 2:20 Time at 9" 3:05 Time at 6° 4:20 Time (9"-6°) 75 Rate Min./inch 25 mindinch * Minimum of 1 percolation test must be performed in the primary area AND reserve area. Site Passed ® Site Failed �] Performed By: Gabe Crocker Witnessed By: Comments: DEP APPROVED FORM-12b7/95