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Home My WebLink AboutConsultant Review - 38 SAILE WAY 1/14/2002 JAN.14,2002 2:0aPM VHB 1-40.061 P.2 TOWN OF NORTH ANDOVER PLANNING BOARD ENGINEERING REVIEW OF SUBDIVISION PLAN,WATERSHED SPECIAL,PERMIT AND PLANNED RESIDENTIAL DEVELOPMENT FOR CONFORMANCE WITH THE TOWN OF NORTH ANDOVER RULES AND REGULATIONS GOVERNING THE SUBDIVISION OF LAND, ZONING BYLAW AND STANDARD ENGINEERING PRACTICE Site Plan Title: 38 Saile Way VIM No.: 06716.43 Loention: Town of North Andover Owner: Sal&Marie Vaudo Applicant., Sal&Marie Vaudo Applicant's Engineer: Civil Construction Management Inc. Plan Date: 12-20-01 Review Date: 01-14-02 The Applicant's engineer submitted plans and documents to VHB for review on January 12, 2002. The submission was reviewed for conformance to the October 2000 Rules and Regulations Governing the Subdivision of Land,appropriate sections of the 1972 Town of North Andover Zoning Bylaw amended May 2001 and standard engineering practice. The following comments note non-conformance with specific sections and questions/comments on the proposed design. • General: VHB recommends that the leach trench detail be revised to show a geotextile fabric placed between the existing ground and the proposed 1-�/2 inch stone. • Section 4.136.4,g:To assure the good performance of the leach trench,VHB recommends that the Applicant determine the seasonal high ground water elevation where the proposed leach trench is located. The Applicant should note that in general, two feet is provided between the bottom of the trench and the seasonal high ground water elevation. It is recommended that the applicant provide WRITTEN RESPONSES to the issues and comments contained herein. AA Reviewed by: �' i"!�✓'i Date: Pete Morin,E.I.T. Civil Engineer—High y and Municipal Engin Bring /A� /1 Checked by: U Michele Mohn Higgins,P.E. Project Manager—Highway and Municipal eering 1 Y:\06916Y9\docs\zegcaa\nvieHSBSdIt Way1.14-02.doc Town of rh Andover Planning a rtrnen Watershed Special Permit `a- ,trs _ 1-- Fo iz_ L,,t I w 4� -bATE-0 �rl� Specific Requirements There will not be any degradation of the quality or quantity of water in or entering Lake Cochichewick. There is no reasonable alternative location outside the non-disturbance or non-discharge buffer zones for any discharge, structure, or activity associated with the proposed use to occur. On site operations will not create concentrations of nitrogen in groundwater greater than the Federal limit at the downgradient property boundary. DENP,lS QUINTAL ` CIVIL Na 37421 ----- �1U,V �E D. Quintal, P.E. Al �'� Civil Construction Management Inc. TOWN OF NORTH ANDOVER PLANNING BOARD REVIEW OF SPECIAL PERMIT APPLICATION FOR CONFORMANCE WITH THE TOWN OF NORTH ANDOVER ZONING BYLAW&STANDARD ENGINEERING PRACTICE Location: 38 Saile Way VHB No.: 06716.43 Owner: Sal&Marie Vaudo Applicant: Sal&Marie Vaudo Applicant's Engineer: Civil Construction Management Inc.,8 Merrimac Road,Box 225,Newton,NH 03858 Plan Date: 07-06-01 Review Date: 08-02-01 The Applicant submitted a plan,special permit application and cover letter to VHB for review.The special permit submission was reviewed for conformance to the appropriate sections of the 1972 Town of North Andover Zoning Bylaw as amended May 2000 and standard engineering practice. The following comments note non-conformance with specific sections and questions/comments on the proposed design. VHB offers the following comments: 1. (4.136.2.f)Based on the reference information shown on the plan,it appears that the lot was created before October 24, 1994.The Applicant should verify this. 2. (4.136.3.c.iii)VHB assumes that the lot was created before October 24, 1994.According to Table 2, the Non-Disturbance Buffer Zone is defined from the edge of wetland out to 100 feet within the Watershed Protection District. It appears that the proposed pool falls within the Non-Disturbance Zone This section states that construction of new permanent structure is prohibited within the Non- Disturbance Zone unless a variance has been granted by the Zoning Board of Appeals. The applicant should obtain the variance or relocate the proposed pool outside of the Non-Disturbance zone. 3. (4.136.4.c.iv) This section requires that a reasonable alternative location outside of the Non- Disturbance or Non-Discharge zone be investigated. It appears that any proposed pool location would fall within these zones. Therefore,it appears that there is no reasonable alternate location for the proposed pool. VHB recommends that the applicant pursue a variance with the Zoning Board of Appeals 4. It appears that the proposed cabana falls within the 30-foot setback.The applicant should relocate the proposed cabana or request a variance. It is recommended that the Applicant provide WRITTEN RESPONSES to the issues and comments contained herein. Reviewed by: J Date: Danny H.Wong,E.I.T. V \a Civil Engineer-Highway and Municipal Engineeri� Checked by: Timothy B.McIntosh,P.E/ Project Manager—Highway and Municipal Engineering \\MAWATR\te\0671640\docs\reports\38 Salle Way review report.doc AUG. 3.2001 9:0 AM VHB N0.437 P.2 TOWN OF NORTH ANDOVER PLANNING 130ARD REVIEW OF SPECIAL.PERMIT APPLICATION FOR CONFORMANCE WITH THE TOWN OF NORTH ANDOVER ZONING BYLAW&STANDARD ENGINEERING PRACTICE Location: 38 Saile Way VHB No.: 06716.43 Owner: Sal Sa Marie Vaudo Applicant: Sal&Maria Vaudo Applicant's Engineer: Civil Construction Management Inc.,8 Merrimac Road,Box 225,Newton,NH 03858 Plan Date: 07-06-01 Review Date: 08-02-01 The Applicant submitted a plan,special permit application and cover letter to VHB for review.The special permit submission was reviewed for conformance to the appropriate sections of the 1972 Town of North Andover Zoning Bylaw as amended May 2000 and standard engineering practice. The following comments note non-conformance with specific sections and questions/comments on the proposed design. VHB offers the following comments: 1. (4.136.2.0 Based on the reference information shown on the plan,it appears that the lot was created before October 24,1994,The Applicant should verify this. 2, (4.136.3.c.iii)VHB assumes that the lot was created before October.24,19°4.According to Table 2, the Non turb—mce Buffer&rue is defined from the edge of etl„nd out to 100 feet%ithin the Watershed Protection District It appears that the proposed pool falls within the Non-Disturbance Zone This section states that construction of new permanent structure is prohibited within the Non- Disturbance Zone unless a variance has been granted by the Zoning Board of Appeals. The applicant should obtain the variance or relocate the proposed pool outside of the Non-Disturbance zone. 3. (4.136.4.c.iv) This section requires that a reasonable alternative location outside of the Non- Disturbance or Non-Discharge none be investigated. It appears that any proposed pool location would fall within these zones. Therefore,it appears that there is no reasonable alternate location for the proposed pool. VHR recommends that the applicant pursue a variance with the.Zoning Board of Appeals 4. It appears that the proposed cabana falls within the 30-foot setback.The applicant should relocate the proposed cabana or request a variance. It is recommended that the Applicant provide WRITTEN IRES:IINS to the issues and comments contained herein. Reviewed by: �A _ —� � Date: �. Danny H.Wong,E.Y.T. Civil Engincer-Highway and Municipal Engin=4 Checked by: Timothy B.McIntosh,P. Project Manager—highway and Municipal Engineering 1 :ta\38ftIa Way wwewrapxrt u- Transportation Land Development Environmental S e r v i c e s (V Imagination�on"Ovat'i'on�energy Creating results for our clients and benefits for our communities August 3,2001 Vanasse Hangen Brusdin, Inc-, Ref: 06716.43 Heidi A.Griffin Town Planner Community Development&Services Town of North Andover 27 Charles Street North Andover,MA 01845 Re: Special Permit Review 38 Saile Way North Andover,MA Client Authorizations Dear Heidi: Enclosed please find two(2)signed copies of each Client Atithorization for the above referenced project.Please countersign the agreements and forward one original of each to my attention and retain one for your records. Should you have any questions or require any additional information,please feel free to contact me at your convenience. Very truly yours, VANASSE HANGEN BRUSTLIN,INC. Lo'�41_` VFY(_ Timothy B.McIntosh,P.E. Project Manager-Highway&Municipal Engineering Attachments:Client Authorization—38 Saile Way 101 Walnut Street Post Office Box 9151 Watertown, Massachusetts 02471-9151 6117.924.1770 w FAX 617.924.2 286 \0671643\docs Metters\Contract-I tr-080301.doc email: info@vhb.corn www,vhb.corn Civil s r cti on Management, ENGINEERING o SURVEYING o LAND PLANNING o SANITARY DESIGNS o CONSTRUCTION MANAGEMENT 8 MERRIMAC ROAD o P.O.BOX 475.NEWTON,NH 03858 o TEL:603-382-7650 February 14, 2002 Town of North Andover Planning Board 30 School Street North Andover,MA 01845 To Whom it may Concern: Please find enclosed a revised Site Plan for Lot 1 Great Pond Estates- Owners Sal & Marie Vaudo. Please note the following additions to the plan as recommended in the engineering review by VHB: -A note has been added to the detail of the proposed leaching trenches stating that Ater fabric shall be installed between the existing ground and the proposed 1-1/2"stone. -A note has been added to the plan that confirms the applicant has determined the seasonal high groundwater elevation in the vicinity of the proposed leaching trenches and shall provide at least 2 feet of separation between the bottom of the proposed leaching trenches and said seasonal high groundwater elevation. Please note that the proposed separation is in fact 4.25 feet as shown. Please contact me if you have any additional requests or concerns. Sincerely, ��H OF r � DENWS G. yv, OLHNTAL CIVIL y Dennis G. Quintal, P.E. N°' ,� Presirient �� F TERk iZ' �`�� `AL E��\a