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Home My WebLink AboutMiscellaneous - 172 BRIDLE PATH 4/30/2018 (3)�K "�- IN - 37S- g9II to int *171- y75.1a37 NEW ENGLAND ENGINEERING SERVICES INC Karen and Kevin Merli 179 Bridal Path North Andover, MA 01845 Re: 179 Bridal Path, North Andover Environmental monitor services ITEM INVOICE # 03219 November 13, 2003 RECEDED Nov 13 2003 NORTH ANOOVER CONSERVATION COMMISSION Three environmental monitor inspections and letter report to Town of North Andover TOTAL AMOUNT DUE Send payment to 60 Beechwood Drive, North Andover, MA 01845 COST $ 225.00 $ 225.00 60 BEECHWOOD DRIVE - NORTH ANDOVER, MA 01845 - (978) 686-1768 - (888) 359-7645 - FAX (978) 685-1099 NEW ENGLAND ENGINEERING SERVICES INC November 13, 2003 Scott Masse, Chairman North Andover Conservation Commission Town Hall Annex 27 Charles Street North Andover, MA 01845 RE: Bridal Path, North Andover Dear Mr. Chairman: Please accept this letter as a report of our inspections that took place during construction of the new sewer service at the above referenced property. Construction was completed by F.P.Reilly Inc of Andover, MA. This inspector was on sit twice during the two days where most of the construction took place. Once installation of the new sewer was complete and the driveway was re -paved I allowed the removal of the haybales, but not the silt fence, so grading and stabilization could be completed. As of today the work is complete and the site is stabile. The area along_ the driveway adjacent to the culvert crossing was stabilized v,� th ripz� p while the balance of the site was loamed and seeded. The areas that were loamed and seeded have an established grass cover, however the silt fence needs to remain in place until the grass is fully stabilized in the spring. This report concludes our inspection services for this project. If you have any questions regarding this report please do not hesitate to contact this office. Sincerely, Benjamin C. Osgood, J , EIT President Cc: homeowner 60 BEECHWOOD DRIVE - NORTH ANDOVER, MA 01845 - (978) 686-1768 - (888) 359-7645 - FAX (978) 685-1099 Town of North. Andover OFFICE OF spa ops; COMMUNITY DEV EILOPMENT AND SERVICESo 30 School Street «V WILLIAM J. SCOTT North Andover Massachusetts 01845 Director Ssq PRE-CONSTR UCT ION INSPECTION SHEET - Single Lot Inspector: /1 n //*.,, h nP-R�#. Date/time: 1163�3a , Project Name: Project Location/Lot #: PRE -CONSTRUCTION CONDMONS: 1. Has the Order of Conditions been recorded?*S NO 2. Has a cash bond been posted with the Town? 4 YES NO I Is the applicant working with the approved plans? YES NO 4. Has theapplicant posted a "DEP Sign" in a visible locatior4YYFSS NO 5. Are all wetland flags visible and labeled correctly? NO 6. Has the applicant subinitted a construction schedule? YES &N 7. Has the applicant provide for a stockpile of emergency sedimentation/ erosion control devices? YE5 NO h i A l"M" p* s exvr"- --� 8. Has a qualified "Environmental Monitor" been assigned to the project? 2� 0;51004 N/ A& NO 9. Has the applicant submitted a sighed „Affidavit"? N/A YES NO CARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 --,�10. No - Construction Zone: Has the applicant staked out the me G 'erlimits? N/A YES NO (Please take a measurement in at least 3 locations and note setbacks) a. Wetland Flag & distance b. Wetland Flag & distance c. Wetland Flag & distance 11. No -Disturbance Zone: Has the applicant installed the sedimentation erosion control barriers in the approved location? (Please take a measurement in at least 3 locations and note setbacks) N/A� NO a. Wetland Flag & distance b. Wetland Flag & distance c. Wetland Flag & distance 12. Is the applicant granted permission to start work on this date? YES NO GENERA, COMMENTS: M: kY. ?6IIco6rr --1�r 1 16-Y-16Ver El�DS ion C-oh�4' �IQt7v1lTD (' -- Ym-'Ben 063o0d (►,r X4 O✓1 CC: Copservation Administrator NACC Chairman file North Andover Conservation Dept_ 27 Charles Street North Andover, MA 01845 To: Mike Donlan Fax: 1-978-475-3102 From: Alison McKay, Conservation Date: 9/11/03 Associate Re: 172 Bridle Path — Sewer Tie -In Pages: 3 + cover CC: ❑ Urgent ❑ For Review ❑ Please Comment ❑ Please Reply ❑ Please Recyde Please let me know if you have any further questions or concerns in this regard i [e. Co ao 1852 APPLICATION FOR SEWER SERVICE CONNECTION f /� � � �o North Andover, Mass.' e Application by the undersigned is hereby made to connect with the town sewer main in = !� ?1LStreet, subject to the rules and regulations of the Division of Public Worrk%, s. 7 � The premises are known as No. t L ` > / Street or subdivision lot no e=a,�&,w Ner-11% Owner Contractor 6` 21 ck r /ems " %ldo e. Address Address Applicant's Signature M c.he.A mu.<54 be- coMPl-'e-d q),,fh PERMIT TO CONNECT WITH SEWER MAIN, The Division of Public Works hereby grants permission to to make a connection with the sewer main at Street subject to the rules and regulations of the Division of Public Works.. Inspected by Date Y By See back for rules and regulations Division of Public Works r Town of North Andover Office of the Conservation Department Community Development and Services Division 27 Charles Street Alison McKay North Andover, Massachusetts 01845 Conservation Associate Conservation Conditions for a Sewer Tie at 172 Bridle Path Telephone (978) 688- 9530 Fax (978) 688-9542 The following conditions shall be complied with: 1. The sewer shall be installed over the culvert through the center of the driveway only. If this is not possible, the applicant must file a Notice of Intent with the Conservation Department. 2. Work shall occur during the drier months between July 15 and September 15 only. Pre -construction 3. Prior to commencement of work, the centerline of the sewer line shall be staked in the field for review and approval by the Conservation Administrator or the Associate. 4. Prior to commencement of work, the applicant shall submit to the Conservation Department for approval, a detailed sequence of construction, including the installation of sedimentation/erosion control devices. 5. Prior to the commencement of work, a de -watering basin shall be set up in a location approved by the Conservation Administrator or the Associate. 6. Prior to commencement of work, staked hay bales backed by trenched siltation fence shall be placed along both sides of the driveway along a distance to be determined and approved by the Conservation Administrator or the Associate during an on site inspection. X1,7. A minimum of 15 hay bales and sufficient stakes for the staking of said bales shall be on site for emergency purposes. 8. A wetland Scientist shall be designated as an "Erosion Control Monitor" to oversee the sewer crossing work. 9. The Conservation Department shall be contacted at least 72 hours in advance of the start of work for an on-site meeting to ensure that: the erosion controls were placed in the approved location and properly installed, all other pre -construction conditions have been complied with, and all conditions are understood. Durine Construction 10. The Erosion Control Monitor must be present on site during the work duration of the sewer line installation over the culvert. 11. The Conservation Department shall be notified immediately if de -watering activities are necessary. 12. The De -watering activities shall be supervised and witnessed by the Erosion Control Monitor and the designee must be on-site while work specific to dewatering and the culvert crossing is occurring and this section is complete. 13. Water from any de -watering shall be properly discharged into an approved settling basin and shall not be discharged directly into any wetland resource area. BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 14. There shall be no stockpiling of soil or other materials within twenty-five feet of any resource area for a time period of more than 10 hours. After Construction 15. Upon completion of the work, all disturbed areas shall be properly stabilized against erosion. 16. The Conservation department shall be contacted at least 48 hours in advance of the completion of work for a post -construction meeting. RECEIVED ED JUN 0 3 2003 NORTH ANDOVER Guertin fr Associates. Inc. CONSERVATION COMMISSION Environmentat & Transportation Engineers April 22, 1999 Mr. & Mrs. Kevin Merli 172 Bridle Path North Andover, MA 01845 Re: Sewer Contract 3C File No. 58034.00 Dear Mr. & Mrs. Merli: We, as consultants to the Town of North Andover, have been contracted to complete the design of sewers for Bridle Path, Winter St. and So.°Bradford Road. Because of the low houses along Bridle Path we have spent some time coming up with the best solution for the Town and the property owners. The form that we previously sent was to initiate our lines of communication. We have met with many of your neighbors; we have met with a representative of the Conservation Commission and we have taken elevations on your driveway. Based on the information we have collected, we have determined that it will be possible to serve your house by gravity. The sewer connection will be about 10 feet deep at the street line. It_ will be possible to construct the sewer over the culvert, however, because of the flat grade in your drive theer_vvill_ofznecessi be flatter than the standard house connection. We attach a profile of your driveway for your information. Before installing the pipe you should verify all elevations. Prior to proceeding with the work you must get the approval of the Conservation Commission. It will be necessary to stay in the drive to minimize the environmental impacts. The exact location o e plpe m the street may be adjusted any time prior to the Contractor digging in front of your house. . Please call if you have any questions. Very truly yours, GUERTIN & ASSOC TES, INC. Benjamin J. Fehan Senior Project Manager 91 ;.iontvacAvenut. Monehan?..'SAA 021110 * �_ T 117:77:.... V...._ :, n c rte:___..._ c. 3Iva -As 43AOUcddV 'ON eor �� 1�.• r As Q3)iO3Ho tial onVH3NO-LS Sa33NIJN3 + — ON 133HS - ,.p�y� .N yo /vim 1D3(BfiS 1r$ A8 30VW 'ONI `S31VI3OSSV V NUH3ftz