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Home My WebLink AboutCorrespondence - 1525 FOREST STREET EXT 6/22/2016 FORM U - LOT R LEAS: FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/ er Boards and Departments having jurisdiction have been obtained. This does not does i the applicant and/or landowner from compliance with any applicable or requirements *****************************APPLICANT FILLS OUT THIS SECTION 1-4A PHONE-Z:-- i'S LOCATIO. : Assessor's Map Number z--- PARCEL SUBDIVISION 7 LOT(S) STREET�7��Z � ST. NUMBER USE ONLY RECOMMENDATIONS OF TOWN AGENTS: CONSERVATION ADMINISTRATOR DATE APPROVED DATE REJECTED COMMENTS s' TOWN PLANNER DATE APPROVED DATE REJECTED COMMENTS FOOD INS r.fiCTOR-HEALTH DATE APPROVED DATE REJECTED 1, §EPT JNSP CTOR- EALTH DATE APPROVED DATE REJECTED COMMENTS PUBLIC WORKS-SEWER/WATER CONNECTIONS G} DRIVEWAY PERMIT FIRE DEPARTMENT RECEIVED BY BUILDING INSPECTOR DATE_ Revised 9W jm TOWN OF NORTI-1 ANDOVER Office of COMMUNITY UNITY DEVEL PME T AND SERVICES HEALTH DEPARTMENT 27 CHARLES STREET �Mx rvNAM.i4J NORTH ANDOVER, MASSACHUSETTS 01.845 ��Rh•1PFR r�u�� Susan Ya Sawyer, +HS/RS 978.68&9540 Phone Public Health Director 978.688.95,12—FAX hea lthdept(ri)townofnortliaiidover.corn www.townofnorthandoi,er.corn Hancock Associates Charles Ogden,Project Engineer - � 185 Centre Street Danvers,MA MA 01923 ; m,` March 23,2004 Re:Lot 3 Forest Street Dear Mr. Ogden, This correspondence is in response to your request for modification to the approved septic plans, for the lot listed above,dated March 15,2004.After reviewing the file, and speaking with you,the following determination has been made. The request to modify the plan and have the driveway placed over the reserve area has been approved under the following conditions. 1)Three copies of a revised plan must be submitted showing the change in location of the proposed. foundation,the new proposed septic tank location,etc. If there are no additional changes as stated in the request, this plan can be assumed approved upon submission. There will be no additional fee for this modification since a major review is not necessary in this case. 2)The parent material under and around the reserve area must not be disturbed. The engineer must meet with the site contractor to discuss how to install the driveway without permanently damaging the parent material. As site work has already commenced,this must be done immediately. 3)The engineer must stake and rope off the area of the primary]each area. It must remain roped off throughout the driveway and foundation construction phases,the]each field installation and during the home construction,As in all subsurface disposal installations,at no time is this area to be used for stockpiling or at no time may heavy rubber tire equipment be driven over any portion of the leaching or tank areas, In addition,it is understood that as a condition of this approval,you as the engineer are taking responsibility for the oversight of the site and septic contractors,as their work may relate to the septic system. Your final As-Built must show all impervious surfaces and include a statement that you"...certify that the soil conditions under the driveway have not been disturbed and remain suitable for the future use as a leach area". If you have any questions or comments regarding this correspondence,please contact the health office. We anticipate your plan submission in a timely manner. The modified plans must be submitted and approved before a foundation permit will be approved by this office. Thank you, Sincere Su an Sawyer, REHS/RSA Public Health Director ti, #40413 March 15, 2004 North Andover Board of Health 27 Charles Street North Andover, MA 01845 Attn: Mr. Brian LaGrasse Re: Lot 3 Forest Street 1 Map 1058, Portion of Lots 1&2 u North Andover, MA Dear Mr. LaGrasse: Attached, please find a copy of a Site Modification Plan for Lot 3 Forest Street. This project is currently under construction. Our client has asked us to revise the locations of the proposed house, pool and well due to ledge found on-site; these new locations are shown on the plan. Furthermore, the proposed house has been raised four (4) feet to avoid the ledge. We have also revised the position of the driveway, septic tank and associated grading due to the revised house location. The septic leach field and reserve are have not changed. In order to access the garage at its new angle, the driveway location has been revised and now crosses the reserve area. If in the future the reserve area needs to be constructed, the driveway can be relocated to cross where the primary leach field is located. The grading over the septic tank maintains appropriate cover. Please review these modifications and let me know if you have any questions or concerns. Thank you. Sincerely, HANCOCK ENGINEERING ASSOCIATES t Charles R. Ogden, Project Engincer CC: Mike Finocchio Project File#10413 I:)ANVERS OFFICE::ICE;::: B01...10N OFF R I: : 18111) centres `yu e(.'.t, I:)anvets, IVIA 0'1 23 626 Main S Ire et, Bo Ito r), MAO 1740 Phone: (`/8) 777-3050 Fax: (7713) 77/1-7816 Phone: (9713) 777-6767 Fax: (978) 779-2228 f-ir';70(�x)Irrrrir ra�:l<ats:scrr i:7Cr,<'�.ce)rrr t:r<>ItorrC�'z>�Vra�r�r:crr.k.�ssr�r.�r<�Pr s.�:C>rrt vvwU,r.l-r� rrc o(c l<arssocial:(�s.coiii LETTER F TRANSMITTAL AL � 1E /" 9 VWW'M'IW��'M 25 Years of Excellence Ammm�wm Sb � C a^` S Providing Land Surveying, Civil Engineering, Landscape Architecture and 185 Centre Street, Danvers, MA 01923 Environmental Services Since 1978 Phone (978) 777®3050 Fax (978) 774-4205 www.hancockassociates.com TO: 1 ., �� CQ 2 CVyr ,(, ��„ �� .� � FROM: Charles Ogden ATTN: '�o � � n 7= We are sending you: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order COMES DATE NO. DESCRIPTION These are transmitted as checked below: ❑ For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: C 0 PY TO: FS I G N E D., If enclosures are not as noted,kindly notify us at once. H'AN_(',.'.0CK Engineering Associates 235 Newbury Street Danvers,MA 01923 (978)777-3050 Fax (978)'774-7816 Bolton, MA (978)779-6767 Boston, MA (617)350-7906 #10413 October 23, 2003 North Andover Board of Health 27 Charles Street North Andover, MA 01845 Attn: Mr. Brian LaGrasse Re: Lot 3 Forest Street Map 105B, Portion of Lots 1&2 North Andover, MA Dear Mr. LaGrasse: We have received your review letter for the proposed septic system design plans for the above site. The installation permit for this system has by law been granted since the Board of Health did not act upon it within the 45 day period (MGL chapter 111, section 31E). We do not believe that there is one comment in your letter that would preclude this system being installed by a competent licensed septic installer in accordance with Title V. The comments provided do not change our design they merely clarify what a licensed installer should already know. However, we have revised the Sewage Disposal System design plan to make these clarifications. Specifically, we have changed the plans as listed below. 1. The outlet tee does in fact indicate the fourteen-inch(14") dimension below the flow line on our 1500 Gallon Monolithic Septic Tank detail on sheet 2. 2. A third access port has been added at the center of the tank lid on the 1500 Gallon Monolithic Septic Tank detail on sheet 2. 3. A note [7] stating the requirements of the Zabel effluent filter approval has been added as follows to the 1500 Gallon Monolithic Septic Tank detail on sheet 2. [7] Inlet and outlet manholes must clearly note (either with non-degradable paint or other permanent identifiable markings) the system is equipped with the Zabel Al 800 filter. In addition, note [2] has been reworded as follows to clarify which risers are to be brought to within 6" of final grade: [2] The outlet manhole must have a childproof riser to finish grade. All other manholes shall have risers to within 6" of final grade. ......._.......... _...._ �._... .. _ ._m. Division of"Hancock Survey Associates,Inc. __.-..... .� _.__..._..-_..u.....vW_...__...._.._ _..._......__... -. North Andover Board of Health October 23, 2003 Page two 4. The proposed grades shown on the plan view and graphically on the profile view clearly show that at least 0.9 feet of cover is proposed. A dimension has been added to the profile proposing a 12" (9" min.) distance from the top of the tank to the finish grade line. 5. The distribution box detail has been clarified by removing the inlet tee since it is not required. 6. The contours on the adjacent lot are directed slightly toward the subject lot in such a way that any surface water would not run onto the adjoining property. In order to exaggerate this, we have added a drainage swale to the plan view on sheet 1. 7. The profile on sheet 2 has been revised to graphically show the replacement fill extending six(6) inches below the bottom of the Bw horizon, with a note pointing to this area as follows: Excavation and replacement soil shall extend 6"below the Bw horizon. 8. The outlet location of the foundation drain is in fact shown on the plan view at the westerly end of the proposed dwelling. The foundation drain is proposed to outlet at the surface in this location. 9. We are not proposing trenches in this instance because a trench system would add additional height or area. There is no additional area available due to shallow to bedrock areas, and wetland and property line setbacks surrounding the proposed location. A higher trench system would. require either a pump or the entire area from the leaching area to the septic tank to the house, including the front and rear yards to also be higher. Hancock Engineering has designed many systems as leach fields in order to avoid unnecessary fill and pumps. Some of these systems have been proposed in North Andover, others have gone to DEP for review. Neither the North Andover Board of Health nor DEP has ever required us to redesign one of these systems to incorporate trenches. Please see the attached sketch showing a 6"x 3' trench system (the length required for these trenches extends into the area of T-3-00). 10.Note [3] on the 1500 Gallon Monolithic Septic Tank detail was intended to specify that the tees be accessible. We have clarified the note by rewording it as follows: a. [3] Extend inlet and outlet pipes so that tees are located directly beneath access manholes. Please review these revised plans as soon as possible. If you have any questions or concerns regarding these revisions, please do not hesitate to contact me. Thank you. Sincerely, HANCOCK ENGINEERING ASSOCIATES Charles R. Ogden, Project Engineer CC: North Andover Conservation Commission Mill River Consulting Project File#10413 Mike Finocchio Ab TAN ® 1 MIA LT '♦ f �M� / e v c r a B TOW 14 OF NORTH ANDOVER . ;':)�; . ;�� H `ter .w,�� ,M� ALT DEPART ME E T "I � . ) 27 CHARLES STREET q .al A� � n 11TORTH 9 Al'�T OVE1 MASSACHUSETTS 01815 IS.rq,gn. Heidi Griffin 979.699.9540—Phone Acting Health Director 978.688.9512 FAX October 15,2003 Vaclav Talacko Hancock Engineering Associates 235 Newbury Street Danvers, MA 01923 Re: Lot 3 Forest Street,Map 10513,Portion of Lots 1&2 Dear Mr. Talacko: The proposed septic system design plans for the above site dated July 10,2003, have been reviewed. Unfortunately,the plan cannot be approved as submitted. The following items are in need of attention prior to plan approval: 1. The outlet tee must be indicated to extend 14"below the flow line. (3 10 CMR 15.227) 2. Three (3) access ports are required to be built into the tank lid, and only two are shown in the tank detail. 3. The septic tank must have the inlet and outlet risers labeled in compliance with the Massachusetts DEP approval for use of the Zabel effluent filter specified on the design. In addition please indicate which risers are to be brought to within 6"of final grade. (3 10 CMR 15.228) 4. The septic tank must have a minimum of 9"of final cover. Please specify this to provide clarity for the disposal system installer. (3 10 CMR 15.228) 5. Please clarify the distribution box detail to indicate whether an inlet tee is or is not required in this instance. (3 10 CMR 15.232) 6. Please provide for a drainage swale to divert surface water from the adjoining property where the fill is within 5' of the property line. (3 10 CMR 15.255) 7. Please indicate the excavation of the impervious material must extend 6" into the suitable natural soil horizon. (NA 9.02) 8. Please depict the outlet location and receptacle for the foundation drain. 9. Trenches are to be used as the soil absorption system mechanism whenever possible. Please use trenches in this instance or explain why they cannot be utilized. (3 10 CMR 15.240) 10. Inlet and outlet tees must be located underneath the access ports of the tank and it is not clear from the plan that it is required. (3 10 CMR 15.227) Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a replacement septic system which will be in compliance with all regulations and assure the protection of public health and the environment of North Andover. Sincerely, .. Brian LaGrasse Health Inspector cc: Applicant: Michael Finnochio, 68 Hood Street#1,Lynn,MA 01905 Owner: Scott Roth, 10 Lunt Street,Newburyport,MA 01950 CD&S Dir. L,File Paaa�of 7 Page 1 of 1 Pamela DelleChieie From: "Dan Ottenheimer" {info @millriverconsulting.com> To: "'Pamela DelleChiaie"' <pdellechiaie @townofnorthandover.eomy Sent: Tuesday, September 30, 2003 8:52 AM Subject: RE: Lot 3 Forest Street We'll have it done by the end of this weep. Ilan Mill.River Consult-big Septic System Management Services 5 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 info @millriverconsulting,com -----Original Message----- From: Pamela DelleChiaie [mailto:pdellechiaie @townofnorthandover.com] Sent: Monday, September 29, 2003 3:58 PM To: Daniel Ottenheimer{E-mail) Cc: Griffin, Heidi Subject: Lot 3 Forest Street Importance: High Hi Dan, I just got a fax from Charles Ogden at Hancock Engineering. He is looking for a response on the septic plans. This is the one that we couldn't find the file on right away when we were retrieving files after Sandy left. I just left them a message saying it was being worked on, and that we would be back in touch with them. If'you have an approximate idea when it will be done, I can call and tell them. Thanks, Pam Pamela DelleChttti LETTER OF TRANsmirnkL 11 I". 25 Fears of Excellence S Providing Land Surveying, Civil S r. Engineering, Landscape Architecture and 235 Newbury Street, Danvers, MA 01923 Environmental Services Since 1978 Phone (978) 777-3050 Fax (978) 774-4205 www.haticockassociates.com TO: t/1c �,�" �c' � t ��.� �, DATE: ' o JOB : ATT : We are sending you: El Prints E] Plans El Samples Specifications Copy of letter El Change order COPIES IODATE NO. DESCRIPTION 12�t C1 1 i These an°e transnnitted as checked below: [� For approval 0 Approved as submitted El Resubmit copies for approval �] For your use E] Approved as noted Ej Submit copies for distribution El As requested El Returned for corrections El Return corrected prints For review and comment [] PRINTS RETURNED AFTER LOAN TO US REMARKS: COPY TO: SICNED: If enclosures are not as noted,kindly notify us at once;. HANCOCK. .................... Engineering Associates 235 Newbury Street Danvers,MA 01923 (978)'777-3050 Fax (978)774-7816 Bolton, MA (978)779-6767 #10413 Boston,MA (617)350-7906 September 29, 2003 North Andover Board of Health Community Development 27 Charles Street North Andover, MA 01345 Re: Lot 3 Forest Street Extension Michael Finocchio, applicant Dear Board Members: Our office submitted Sewage Disposal System Plans for Lot 3 Forest Street Extension to the Board of Health office on August 1, 2003. As of the date of this letter, we have not received any communications from the Board as to an approval, disapproval or request for more information. Could you please let us know the status of this review? Sincerely, HANCOCK ENGINEERING ASSOCIATES Charles R. Ogden, Project Engineer CC: Michael Finocchio Scott Loth Project File#10413 ..._....._. . .,....., ..._ .. �_,.__. _ �.�.... Division of`tlarrcocic Strrve y Associates,Inc ......................... _..._...___..__._ LIETTER F TRANSMITTAL HANCOCK 5 Years O f Excellence omoimmoimummuuouu�uwomioiomoimmiwwmumioimmouwwououoiimumiouumiumioioioiomimumm wwwwllwwwWwioim F'' �.� Providing Land Surveying, Civil mm Engineering, Landscape Architecture and 235 Newbury Street, Danvers, MA 01923 Environmental Services Since 1978 Phone (978) 777-3050 Fax (978) 774-4205 www.liaiicockassociates.com FRONT: Charlie Ogden We are sending yon: ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order COPIES DATE NO. DESCRIPTION 'b";)��'� ` : „ F l 03 104 These are transmitted as checked below: ❑ For approval. C] Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS: d r, o b COPY T®: SIGNED: � A-- If enclosures are not as noted,kindly notify us at once. Mar^_[) --00 13 :45 North Andover Com w Deer. 508 688 9542 P . 01 ... ✓ p LOCATION: �..... r ar ... ,; S 4Z'V5 /Plan NEW PLANS: . _�, REVISED PLANS: YES S 60,00/Plan SITE EVALC_.ATION FORMS INCLUDED: OYES NO DATE: °=! DESIGN ENGINEER: H0,ACOCK, �� ne�r✓� aSSOC,� ��s 2.-,a Ne, ur 5 rep f, (�n�ers, MA ca�W�3 DATE TO CONSULTANT: *If you want your plans expedited, please submit four plans and included a stamped envelope with the correct amount of postage to mail plans to Port Engineering. 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