The URL can be used to link to this page

Home My WebLink AboutMiscellaneous - 1679 OSGOOD STREET 4/30/2018 _r r I I I i i i Q __ � -- - � _ _ --- � -- $ _- _- � i I � �' �I �� 0000a ao �°° � ao oo°°° � � � - North Andover Board of Assessors Public Access Page 1 of 1 °�.��•� •��0 Utoord of_Assessors. 3? m•.. .•, a o� . Property wc[Hus Record Card Return to the Home page click on logo Parcel ID:210/061.0-0016-0000.0 Community: North Andover SKETCH PHOTO New Search Click on Sketch to Enlarge Sales No Picture Summary Residence Available Detached Structure Condo Commercial Comparable Sales Location: 1679 OSGOOD STREET Owner Name: G M Z REALTY TRUST GRACE K MOSCHETTO ZOCCO ET AL Owner Address: 1679 OSGOOD STREET City:NORTH ANDOVER State: MA ZIP: 01845 Neighborhood: 5-5 Land Area: 13.28 acres Use Code: 109-MULTIPLE-RES Total Finished Area: 5558 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 752,700 631,600 Building Value: 446,700 391,800 Land Value: 306,000 239,800 Market Land Value:306,000 Chapter Land Value: LATESTSALE Sale Price: 1 Sale Date: 12/14/1988 Arms Length Sale Code:A-NO-FAMILY Grantor: MOSCHETTO GRACE K Cert Doc: Book: 02857 Page: 0347 http://csc-ma.us/NandoverPubAcc/j sp/Home.j sp?Page=3&Linkld=987290 12/4/2007 r e Lot & Street Map/Parcel CONSTRUCTION APPROVAL Has plan review fee been paid: YES NO Permit# /13 Plan Approval: Date: (2 6b Approved by: Designer: J6" EAfV1 )UM&1u7")9Z_ Plan Date: 7/Z V16 Conditions: Water Supply: Town Well Well Permit: ,_ Driller: Well Tests: Chemical `"—Date Approved Bacteria I Date'APRoved Bacteria II Date Approved Plumbing Sign-Off: Wiring Sign off: Comments: Form "U" Appro I: Approval to Issue: N Date Issued 7 Z,3,Q Q By: IA-) Conditions: Final Approval: All Permits Paid? -ES NO Well Construction Approval? YES NO Septic System Construction Approval? NO Certification? IS3 NO Other? NO Any Variance Needed? YES 0 FINAL BOARD OF HEALTH APPROVAL: DATE: APPROVED BY: f s s SEPTIC SYSTEM INSTALLATION CONDITIONS: Is the installer licensed? Y NO Type of Construction: W REPAIR New Construction: Certified Plot Plan Review YES NO Floor Plan Review YES NO Conditions of Approval from Form U YES NO Issuance of DWC permit: ES NO DWC Permit Paid? YE NO DWC Permit# /5Z66 Installer: &D Begin Inspection: YES NO Excavation Inspection: Needed: Passed: By: Construction Inspection: Needed: 'it Plan Satisfactory: YES: Approval of Backfill: Date: g D� _ By: Final Grading Approval: Date: By: Final Construction Approval: Date: By: z� Certificate of Compliance: Approval: �� Date: 1 - —2, A A Y o 2 3 I r r � v. �h s-� - C j e � e 1 r to I / � _♦ ?� �•��. �1\ r 4 � .0 e \Y P ,r rµ e r=. 7 3 7T' 0 r }} �1 0 �t 3 1 , Vic` Chad R. Lawlor 1679 Osgood Street North Andover, Ma 01845 978-687-8687 October 29, 2015 To whom it may concern: I am applying for a building permit for a fifty by forty (two thousand square feet) building to be built on my property at 1679 Osgood Street. I plan on using the building for general use. If there are any questions please feel free to contact me at 978-265-4752. Thank you for your time. Sincerely, Chad RqLa for I'� Chad R. Lawlor 1679 Osgood Street North Andover, Ma 01845 978-687-8687 November 5, 2015 To whom it may concern: I am applying for a building permit for a fifty by forty (two thousand square feet) building to be built on my property at 1679 Osgood Street. I plan on using the building for general use and storage. If there are any questions please feel free to contact me at 978-265-4752. Thank you for your time. 4R. La i ��: �� _ ^'C ,. � , ;,, ��r� y- y ins .r�` �.(�~ � y �' i �{�f � ,t� R� � (�� r a � � ,'� ••t� _k I��IJr�~3�r 'r'( �J.� j�r �i k. t�,�� f,�� ,1, . , r i '�`.1, it Fi'/a a{�r I _ Y. +1(q/[j�.�,.,� + ► � " ,� ••1 � �.1• ty" X17 k,b-3•i 'i�"'� . '�� .� . � I, � ti i " j . J.,1 ) 4 1 - III '� � ..._!-�.' _ �- ._w . * - .1 .� � r r � � ` .�,i_ ' • `.�• +. � � ` � � / r r l• � � � � � , � 1 /' r ! 4 ` • y� ��"c�'+M!�'a��t „ice ~~� "°'"�'"�i "��: ., v;`ift IL 41 • i1 ,w�„ - �. ty,�_ ;0��.•/ pi i(t L71 �'..'[. .�� •l �� ~ s..� .��~ f•.-�Laii�"L� ''.�..._:a'i�.��i� n..:�'�_ �'._.._.�: -.i.'�OL;��4. 4 Grant, Michele From: Leathe, Brian Sent: Tuesday, December 15, 2015 12:36 PM To: Grant, Michele Subject: FW: septic field osgood street From: 9783756285(ftm.sprint.com [ma iIto:9783756285@pm.sprint.com] Sent: Tuesday, December 15, 2015 12:35 PM To: Leathe, Brian Subject: Sent from my mobile. 1 •,5�,'tTT'ED 76q� . PUBLIC HEALTH DEPARTMENT Town of North Andover Community Development Division CERTIFICATE OF COMPLIANCE As of: 9/16/15 This is to certify that the individual subsurface disposal system received a SATISFACTORY INSPECTION of the: Complete Repair and Construction of an On-Site Sewage Disposal System By: Dan Giard At: 1679 Osgood Street Map 61 Lot 16 North Andover, MA 01845 Th/�I{suu nce of this cert fica e shall not be c nstrued as a guarantee that the system will function satisfactorily. Michele Grant U Public Health Agent 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com I � R C2e 1 ED SEP 1 1 2015 n(� Y TONIN OF N ill H ANDOVER v I'� PUBLIC HEALTH DEPARTMENT HEAL Community Development Division TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM—INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System( )constructed;( )repaired; By: [?A A 1.1 JA,(Print arae) Located at:--. 92 4,(7kl-2 _4A� (Installation Address) Was installed in conformance with the North Andover Board of Health approved plan,originally dated and last revised on '77"'2-2/ 11 ,with a design flow of gallons per day. The materials used were in conformance with those specified on the approved plan;the system was installed in accordance with the provisions of 310.CMR 15.000,Title 5 and local regulations,and the final grading agrees substantially with the approved plan.All work is accurately represented on the As-built which has been submitted to the Board of Health. Bottom of Bed Inspection Date: "!�I 17 Engineer Representative(Signature) And—Print Name Final Construction Inspection Date: I I Engineer Representative(Signature) And—Print Name Installer• (Signature) �1Date• tJl�Ne.�� H . •�c $ And—Print Name Engineer: V1,1011Ylie IY4&� Srignature) Date: And—Print Name 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web http://Www.townofnorthandove'r.com 1(,e '79 05gooc— ,5T, Town of North Andover — Septic Vstem - AS-BUILT CHECKLIST 1) V All changes to the design plan have been reflected and noted on the as-built plan 2) ZAs-built plan has a suitable scale; (1 inch = 40 feet or fewer for plot plans) 3) V Street Address,Assessor's Map and Lot Number 4) V Lot Lines and Location of Dwellings served by the system 5) Locations,Elevations and Dimensions of As-built system compone s,inclu eserve (if pplicable) / J 6) Ties to all tank openings,d-box,and leach area from dwelling or Per anent Structure Setback distances are shown on the as-built plan from system components to: Subsurface,interceptor&foundation drains —91 Catch basins VA—Property lines Dwellings or other structures Private water supply or irrigation wells *� Watercourses or wetlands 8) ✓ Locations of Wells,Drains,Wetland Resource Areas within 150 feet of system / J "JQ ZN 9) `I Location of water,gas,electric lines,cable,contro4anel (if applicable) 10) ✓ Location of Structures within 6 Inches of Finished Grade 5c�� (.Q.1i r V5' p pryl 0 LU 11) Original Stamp&Signature { �a a�1 -c t7 �3, "�a✓t r,-kC, owr\.cr I CG_!5 Lr 12) hJ119 Location and holder of any easements which could impact the system Z 5 M 5 t ZY- ro PetA 13) Impervious Areas;Driveways,etc 14) '� North Arrow 15) V/ Location&Elevation of Benchmark used 16) v STATEMENT ON PLAN (NA 5.3) a. "I certify the locations, elevations, ties,cover material;exposed component covers etc., shown on this as-built substantially agree with the approved plan and have determined that the break out elevations,if applicable,have been met." Signature of Designer Date b. "If a STUCTURAL WALL IS PRESENT W 4.9)a Letter or statement on the as-built indicating the wall- was,or was notconstructed in accordance with the intended design and any manufacturer's specifications." Signature of Designer Date As of:Wednesday,September 16,2015 North Andover Health Department (ommunity and Economic Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 1679 Osgood St. MAP: 61 LOT: 16 INSTALLER: Daniel Giard DESIGNER: Merrimack Engineering PLAN DATE: 06/15/15, rev. 7/22/15 BOH APPROVAL DATE ON PLAN: 8/7/15 INSPECTIONS TANK INSPECTION: DATE OF BED BOTTOM INSPECTION:8/24/15 DATE OF FINAL CONSTRUCTION INSPFCTinNj�/9/15 DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS Z Contractor reports any changes to design plan ® Existing septic_tank properly abandoned ® Internal plumbing all to one building sewer ® Topography not appreciably altered Comments: SEPTIC TANK# 1 (1500 gallon) ® Building sewer in continuous grade, on compacted firm base ® Cleanouts per plan ® Bottom of tank hole has 6" stone base ® Weep hole plugged ® 1500 gallon tank has been installed H-10 loading ® Monolithic tank construction ® Water tightness of tank has been achieved by visual testing ® Inlet tee installed, centered under access port ® Outlet tee installed, centered under access port (gas baffle) ® 24" inch cover to finish grade installed over inlet and outlet access ports ® Neoprene boots around inlet & outlet Comments: Only 1 tank hole was complete—the 1500 gal tank. They ran the pipes from the top house down through the back of the second house, the pipes were NOT bedded properly. They were bedded on dirt. I asked them to redo and make sure they bed on sand or stone. SEPTIC TANK#2 (2000 gallon) ® Building sewer in continuous grade, on compacted firm base ® Cleanouts per plan ® Bottom of tank hole has 6" stone base ® Weep hole plugged ® 1500 gallon tank has been installed H-10 loading ® Monolithic tank construction ® Water tightness of tank has been achieved by visual testing ® Inlet tee installed, centered under access port ® Outlet tee installed, centered under access port (gas baffle/effluent filter) ® 24" inch cover to finish grade installed over middle and outlet access ports ® Neoprene boots around inlet & outlet DISTRIBUTION-BOX ® Installed on stable stone base ® H-20 D-Box ® Inlet tee (if pumped or >0.08'/foot) ® Hydraulic cement around inlet & outlets ® Observed even distribution ® Speed levelers provided (not required) ® Schedule 40 PVC Pipe Comments: SOIL ABSORPTION SYSTEM (General) ® Bottom of SAS excavated down to C soil layer, as provided on plan ® Size of SAS excavated as per plan ® Title 5 sand installed, if specified on plan N/A 40 Mil HDPE barrier installed ® Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan N/A Retaining wall (boulder/ concrete /timber/ block) ❑ Final cover as per plan Comments: No slope from the d-box outlet to the leach field inlet SOIL ABSORPTION SYSTEM (Gravel-less Chambers) ® Brand and Model of Chamber: Low Profile Standard Quick 4 Infiltrator Chambers ® Number of chambers per row: 12 ® Number of rows (trenches): 5 Comments: Total Chambers = 60 FINAL GRADE �] Loamed Seeded Cover per plan Comments: DOCUMENTS NEEDED [� Certification of Installation Form submitted By engineer and signed and dated by Engineer and installer [?__�As-Built Plan Setup #3 BM = 60.90 HR = 0.80 r HI = 61.70 SYSTEM ELEVATIONS ROD AS-BLT INVERT DESIGN INVERT ELEVATION ELEV ELEV Lip of CO 6.80 CO Inv 7.10 54.25 56.4 (2000 gal) Septic Tank IN 10.07 51.28 51.25 (2000 gal) Septic Tank 10.38 50.97 51.00 OUT Distribution Box IN 11.99 49.36 49.40 Distribution Box OUT 12.13 49.22 49.23 Lateral 1 TOP 12.13 Lateral 1 INVERT 49.22 49.18 Lateral 2 TOP 12.13 Lateral 2 INVERT 49.22 49.18 Lateral 3 TOP 12.13 Lateral 3 INVERT 49.22 49.18 Lateral 4 TOP 12.14 Lateral 4 INVERT 49.21 49.18 Lateral 5 TOP 12.14 Lateral 5 INVERT 49.21 49.18 Top of Chamber, 12.15 49.55 49.57 Bottom of Bed/Chamberl 12.88 48.82 48.90 CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback Tank SAS Sewer ® Property line 10 10 -- ® Cellar wall 10 20 -- ® Inground pool 10 20 -- ® Slab foundation 10 10 -- ® Deck, on footings, etc 5 10 -- Waterline 10 10 10' ® Private drinking well 75 1002 50 ® Irrigation well 75 100 ® Surface Water 25 50 ® Bordering Vegetated Wetland , Salt Marsh, Inland/Coastal Banka 75 100 ® Wetlands bordering surface water supply or trib. (in Watershed) 150 150 ® Trib.to surface water supply 325 325 ® Public well 400 400 ® Interim Wellhead Prot. Area ® Reservoirs 400 400 ® Drains (wat. supply/trib.) 50 100 ® Drains (intercept g.w.) 25 50 ® Drains(Other)Foundation 10(5) 20(10) ® Drywells 20 25 Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance(NA 5.02). 3 As defined in 310 CMR 10.55, 10.32, 10.54,and 10.30,respectively,pursuant to 15.211(3),also by NA wetland bylaws Commonwealth of Massachusetts Map-Block-Lot • `w Frcen�, , 061.00016 ----------------------- • BOARD OF HEALTH Permit No -03-20 North Andover BHP15 0338 ----P-20-5 ------ P.I. FEE $250A0 F DISPOSAL WORKS CONSTRUCTION PERMIT Permission is hereby granted Daniel-A. Giard to(Construct)an Individual Sewage Disposal System. at No --16-79-OS-GOOD-STREET as shown on the application for Disposal Works Construction Permit No. 13HP-20153 �a ed—_ , 2015 � ✓ Issued On:Aug-07-201,5 BOARD OF HEALTH •4=t""' •. Application for Septic Disposal System TODA S D T Construction Permit — TOWN OF 25 —Full Repair NORTH ANDOVER, MA 01845 $125.00-Component Important: Application is hereby made for a permit to: When filling out ❑Construct a new on-site sewage disposal system* forms on the �/ computer,use []"Repair or replace an existing on-site sewage disposal system* only the tab key to move your ElRepair or replace an existing system component—What? cursor-do not use the return A. Facility Information key. It1, -7 9 Address or Lot# m /YcG C 2 R I V D City/Town 2.- *TYPE OF SEPTIC SYSTEM*: AUG G 7 2015 ❑ Pump ❑ Gravity(choose one) ***If pump system, attach copy of electrical permit to application*** VWN OF NORTH ANDOVER ➢ ❑ Conventional System (pipe and stone system) -_ HEALTH DEPARTMENT ➢ C3 Infiltrator or Biodiffuser(Gravel-Less) (Attach a copy of your certifcation to install this type of system.) ➢ ❑ Pressure Distribution S.A.S. (No D-Box) ❑ Pressure Dosed(D-Box Present)S.A.S. ➢ ❑ Does the system require an effluent filter? Yes No If yes, does plan specify make and model of filter? YES =(no further info. needed) NO=(installer must specify brand of filter before DWC issuance) Whatis the Make? Whatis the Model. 2. Owner Information Name Q'Xg �A w/d2 0 66 Address(if different from above) eU'P' pJC�- 44*4-ss City/Town State p Zip Code /, Email address Telephone Number 3. Installer Information Name Name of Company �3d � f�bD/�7�s•v � Address P )a v� City/Town State Zip Code op 4 /LAS` 10 Av !3-�'8 y 3 -is2?g Telephone Number(Cell Phone#if possible please) 4. Designer Information y Name f I Name of Company 64 G'�a,1� Ste" Address B1 F b City/Town State Zip Code !?-)51 x4-b Telephone Number(Best#to Reach) Application for Disposal System Construction Permit•Page 1 of 2 A., � Application for Septic Disposal System • TODAY'S DATE PA w Construction Permit — TOWN OF $250.00-Full Repair NORTH ANDOVER, MA 01845 $125.00-Component PAGE 2OF2 A. Facility Information continued.... s. Type of Building: VfResidential Dwelling or ❑Commercial B. Agreement The undersigned agrees to ensure the construction and maintenance of the afore-described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code, as well as the Local Subsurface Disposal Regulations for the Town of North Andover. I understand that until a final Certificate of Compliance has been issued by s-Board of Health, Lbe installed system is not approved. Name Date li�ati n Approve (Boar oi,Health Representative) Nam Date Application Disapprove for the following reasons: For Office Use Only: 1. Fee Attached? Yes No 2. Project Manager Obligation Form Attached.? Yes No 3. Pump S sv tem? If so,Attach copy ofElectrical Permit Yes No Applicant received copy of "Electrical Inspection Notes for Septic Systems" Yes No Handout? V/ 4. Reviewed approvalletter, all paperwork received? Yes No Missing.• 5. Foundation As-Built?(new construction only): Yes No (Same scale as approved plan) 6. Floor Plans?(new construction only): Yes No Application for Disposal System Construction Permit•Page 2 of 2 • � Application for Septic Disposal Svstem "' '�'�``• ' C-onstruction Permit — TOWN OF TODAY'S DATE $250.00-Full Repair NORTH ANDOVER, MA 01845 $125.00-Component PAGE 2OF2 A. Facilitv Information continued.... 5. Type of Buildinq: VfResidential Dwelling or ❑Commercial B. Agreement The undersigned agrees to ensure the construction and maintenance of the afore-described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code, as well as the Local Subsurface Disposal Regulations for the Town of North Andover. I understand that until a final Certificate of Compliance has been issued by ,,Ws-Board of Health, a installed system is not approved. Name Date Ilati,n Approv4oard o Health Representative) Nam Date Application Disapprove for the following reasons: For Office Use Only: 1. Fee Attached? Yes No 2. Project Ohli Manager g ProI' ation Form Attached? Yes No 3. Pump System? If so,Attach coRv ofElectrical Permit Yes No Applicantreceived copy of "Elecoicallnspection Notes for Septic Systems" Yes No Handout. 4. Reviewed approval letter, all papertivorkreceived? Yes No Missing.• 5. Foundation As-Built?(new construction only): Yes No (Same scale as approved plan) 6. Floor Plans?(new construction only): Yes No Application for Disposal System Construction Permit•Page 2 of 2 SEPTIC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction for the septic system for the property at: (Address of septic system) For plans by dA 9L&0 M,� A n (Eng eer) / Relative to the application of `4N"� l?`r`� (Installer's name) And dated riglnate Dated o ay s ate With revisions dated (Last revis d date) I understand the following obligations for management of this project: plans Rnor 1. As the installer, I am obligated to obtain all permits and Board of Health approved a s o 0 g pp � performing any work on a site. I must have the approved plans and the permit on site when any work is being done. 2. As the installer, I must call for any and all inspections. If homeowner,contractor,project manager,or any other person not associated with my company schedules an inspection and the system is not ready,then item three shall be applicable. 3. As the installer, I am required to have the necessary work completed prior to the applicable inspections as indicated below. I understand that requesting an inspection,without completion of the items in accordance with Title 5 and the Board of Health Regulations may result in a$50.00 fine being levied against me and/or my compan . a. Bottom of Bed—Generally, this is the first(1'� inspection unless there is a retaining wall,which should be done first. The installer must request the inspection but does not have to be present. b. Final Construction Inspection—Engineer must first do their inspection for elevations, ties, etc. As-built of verbal OK (or e-mail to: healthdept@townofnorthandover.com) from the engineer must be submitted to the Board of Health,after which installer calls for an inspection time. Installer must be present for this inspection. With a pump system,all electrical work must be ready and able to cause pump to work and alarm to function. c. Final Grade—Installer must request inspection when all grading is complete. Installer does not have to be on-site. 4. As the installer, I understand that only I may perform the work (other than simple excavation)and I am required to complete the installation of the system identified in the attached application for installation. I further understand that work done by others unlicensed to install septic systems in North Andover can constitute reasons for denial of the system and/or revocation or suspension of my license to operate in the Town of North Andover, significant fines to all persons involved are also possible. 5. As the installer, I understand that I must be on-site during the performance of the following construction steps: a. Determination that the proper elevation of the excavation has been reached. b. Inspection of the sand and stone to be used. c. Final inspection by Board of Health staff or consultant. d. Installation of tank, D-Box, pipes, stone, vent,pump chamber, retaining wall and other components. 6. As the installer, I understand that I am solely responsible for the installation of the system as per the approved Tans. No instructions b the homeowner,general contractor,or an other persons shall absolve 1Pp p �' •g �' me of this obligation. Undersigned Licensed Septic Installer: (Today's Date) ( �/�2� A C9� (Name—Print (Name—Signe 5 ICED l�6 Euca North Andover Health Department Community and Economic Development Division August 5, 2015 Chad Lawlor 1679 Osgood Street North Andover, MA 01845 Re: Subsurface Sewage Disposal System Plan for 1679 Osgood Street(Map 61,Lot 16) Dear Mr. Lawlor: The proposed wastewater system design plan for the above site dated June 15, 2015 with a final revision date of July 22, 2015 and received on July 27, 2015 has been approved. The design plan has been approved for use in the construction of a new on-site septic system for four residential dwellings units with a total of 7-bedrooms utilizing a Quick 4 Plus Standard LP Infiltrator Chamber system. This design plan approval is valid until August 5, 2017. During this time, a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance be endorsed by the installer, designer and the Town of North Andover. In the event an imminent health problem, such as sewage backup into the dwelling is occurring, the North Andover Board of Health may reduce the time period for which this plan is valid. This approval is also subject to the following conditions: 1. If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation,the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit(3 10 CMR 15.020(1)). Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 { 1679 Osgood Street August 5, 2015 2. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer or other representative to ensure that all other state and municipal requirements are met. These may include review by the Conservation Commission, Zoning Board, Planning Board, Building Inspector, Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit shall not construe and/or imply compliance with any of the aforementioned requirements. 3. At this time the proposed plumbing for the accessory garage is unknown. Therefore, a letter from the owner indicating the proposed plumbing in the accessory garage will be required prior to the Health Department signing off on a building permit application. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. S'n�cerely, � I Michele Grant Health Inspector Encl. Installers list cc: Vladimir Nemchenok, P.E. File Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 North Andover Health Department community and Economic Development Division July 9, 2015 Vladimir Nemchenok Merrimack Engineering Services 66 Park Street Andover, MA 01810 Re: Subsurface Sewage Disposal System Plan for 1679 Osgood Street(Map 61, Lot 16) Dear Mr.Nemchenok: The proposed wastewater system design plan for the above site dated June 15, 2015 and received on June 26, 2015 has been reviewed. Unfortunately,the plan cannot be approved until the following items are corrected. The specific section in Title 5: 310 CMR 15.000, or North Andover regulation that is not met by this design follows each item where applicable. 1. The Assessor's property record card (attached) indicates a(2)bedroom dwelling which is vastly different from the existing conditions shown on the design plan. Based on this discrepancy the Health Department will require a walk through each existing dwelling to confirm the total number of rooms/bedrooms prior to final approval of the design plan. Please contact the office to arrange the site inspection. 2. The design plan should indicate the total number of rooms for each existing dwelling and confirm the design flow is based on the number of bedrooms as defined in 310 CMR 15.002. 3. On sheet 1 of 2,the full legal boundaries of the lot are not shown on the design plan (3 10 CMR 15.220(4)(a). 4. On sheet 1 of 2, all wetland resource areas within 150' of the proposed septic system need to be shown on the design plan (NA 3.2). 5. On sheet 1 of 2,there is a discrepancy between note#14 and the site plan which indicates the proposed system is beyond the 100' wetland buffer zone. 6. On sheet 1 of 2,the waterline to the (1)bedroom dwelling to the east of the existing (4) and(2) bedroom dwellings is not shown. 7. It appears that the bottom of the septic tank for the existing (1)bedroom dwellings may be below the ESHWT if the soil conditions are similar to T-1 and T-3. The ESHWT was approximately at the top of the C horizon in T-1 and T-3. Please determine the ESHWT Page 1 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 elevation in the proposed tank location and provide buoyancy calculations if required (3 10 CMR 15.221(8)). 8. On sheet 1 of 2, indicate what type flow will be exiting the proposed garage. 9. On sheet 1 of 2, a swale is required for proposed finished grading within 5' of the property line (3 10 CMR 15.255(2)). 10. On sheet 1 of 2, "Design Calculations"both proposed septic tanks should be indicated. 11. The soil evaluation Form 11 for T-3 was not submitted. In addition,the soil evaluation forms were not signed by the soil evaluator. 12. On sheet 2 of 2,the existing grade elevation for T-1 (48.8) appears to be incorrect since T-3 (49.1) is lower in elevation based on the contours shown on the site plan view. The correct existing grade elevation appears to be 49.8. The design ESHWT should also be adjusted accordingly on the design plan. 13. Since a profile was not provided for the building sewer lines and septic tank for the existing (1)bedroom dwellings the septic tank detail should indicate the outlet manhole will be required to be at finish grade (3 10 CMR15.227(7)). 14. Since the (Infiltrator Chamber) system is proposed as an alternative soil absorption system the "Standard Conditions for Alternative Soil Absorption Systems with General Use Certification and/or Approved for Remedial Use"will apply. Please provide the following as required by the approval conditions Section II(7): e) The record drawings, approved by the LAA, must clearly indicate an area for the best feasible replacement system that could be installed in the event that the proposed Alternative Soil Absorption System fails or it is determined that it is not capable of providing equivalent environmental protection; Although not a reason for disapproval, you wish to consider the following: 15. Only one benchmark is provided on the left front corner of the existing (4)bedroom dwelling even though a lot of the construction is proposed to the rear of the dwelling. Additional benchmarks should be provided near the existing (1) bedroom dwellings or as needed to better assist the installer. Please feel free to contact the office or Mill River Consulting at 978-282-0014 with any questions you may have. We look forward to working with you to obtain a wastewater treatment and dispersal system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. S''cerely, ichele Grant Health Inspector cc: Chad Lawlor File Page 2 of 2 North Andover Health Department, 1600 Osgood Street, Suite 2035, North Andover, MA 01845 Phone: 978.688.9540 Fax: 978.688.8476 EC 'V EED 2015 7 JUL 2 MERRIMACK ENGINEERING SERVICES, INC, TOWN UFN7 2015 ANDOVER PROFESSIONAL ENGINEERS LAND SURVEYORS PLANNERS HEALTH DEPARTMENT 66 PARK STREET• ANDOVER,MA 01810• (978)475-3555,373-5721 • FAX(978)475-1448• E-MAIL info@merrimackengineering.com July 23, 2015 Michelle Grant Health Inspector 1600 Osgood Street, Suite 2035 North Andover, MA 01845 RE: 1679 Osgood Street Dear Ms. Grant: We received your review letter dated July 9, 2015 for the above referenced site. The plans have been revised in response to items 3,4, 5, 6, 8, 10, 12, 13, &14 of your letter. In response to item 1 &2 of your letter, we received your subsequent e-mail today and revised the plans to accommodate 7 bedrooms rather than 8. With regard to item 47,the location of the septic tank is on an area of the site similar to the area of test pit#2 in that the existing ground slope is 12-15%and it is further up gradient in the watershed, as such, surface water runs off at a greater rate than it infiltrates the ground,thus the water table at test pit#2 is at 90",very dissimilar to test pit #1 and#2 where the existing ground slope is 3-5% and at the base of a significant hill and watershed,thus ground water collects and storm water run off collects and infiltrates the ground at a much greater extent,thus evidenced by the higher water tables. A similar water table to test pit#2 would be anticipated at the location of septic tank#2, that said, it is not reasonable to expect that the tank will have buoyancy issues,that along with the knowledge demonstrated in any earlier buoyancy calculation,that when using pre cast concrete tanks, with the required 9"of soil cover, and if the water table is not within 12 inches of the surface,the weight of the tank and the soil overburden always exceeds the weight of water displaced and the tank will not float. Given the test pit data available, it is reasonable to assume that the water table is approximately 90" and even more reasonable to assume that it is not within 4 feet of the ground surface, and the proposed septic tank#2 will not float. With regard to item#8 and to further clarify as the plan has been revised,the buyer of the property has indicated that he may construct a future garage as an accessory structure for his residential use. We did inform him that use of the garage for commercial purposes or any use other than a garage accessory to the residence, may require additional approval by the Board of Health or other Departments. 1 Page 2 (Michelle Grant) July 23, 2015 With regard to item#9 of your letter, a swale is required when a system is raised such that the slope changes the direction of surface water flow and could potentially direct run off onto an adjacent property, specifically when the direction of surface water flow is being changed or re-directed to an adjacent property when it previously was not. In this instance,there is no proposed grading or slope within 5 feet of a property line and additionally the direction of run off is not being changed. The existing property slopes and run off flows south westerly towards Route 125 Osgood Street and after construction the slope and flow of the land is south westerly towards Osgood Street.No adjacent property is being adversely affected by run off from the proposed septic system. With regard to item#12 of your letter and to further clarify, we revised the plan and we re-visited the site and consulted our surveyors,the test pits were poorly and not completely backfilled, as such,piles and depressions exist which made it difficult for someone other than the soil evaluator to determine the exact location of the test pits, additionally,the surveyors crossed 2 test pit numbers. The test pit numbers and elevations have been modified accordingly. i Lastly and with regard to item#15 of your letter, we would be happy to transfer a benchmark to anywhere else on site that may be helpful to the contractor and can do so at the time the system is staked out. i Enclosed herewith are 3 copies of the revised plans. We feel we have adequately addressed all your concerns and respectfully request the plans be approved as re- submitted as the buyer is anxious for approval so he can proceed with the purchase of the property. Very truly yours, Vladimir Nemchenok, P.E. Merrimack Engineering Services MERRIMACK ENGINEERING SERVICES,INC. 66 PARK STREET•ANDOVER,MASSACHUSETTS 01810 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT . . 1600 OSGOOD STREET; SUITE 2035 NORTH ANDOVER,MASSACHUSETTS 01845 978.688.9540—Phone Susan Y.Sawyer,REHS/RS 978.688.8476—FAX Public Health Director E-MAIL:healthdeptna.townofnorthandover.com WEBSITE:http://www.townofnorthandover.com SEPTIC PLAN SUBMITTAL FORM RECEIVED Date of Submission: JUN 2 6 2015 Site Location: TOWN OF NORTH ANDOVER HEALTH DEPARTMENT Engineer: M elLyt1 WAj UGC New Plans? Yes /$225/Plan Check#=W77 -Oncludes Ist submission and one re- review only) Revised Plans?Yes $75/Plan Check# Site Evaluation Forms Included? Yes V No Local Upgrade Form Included? tqA' Yes No Telephone#:b Fax#: �(�/� E-mail: 1 c.l�� .��l,D� G��, `1��.9EF-IGH E� a'�-�•G-� Homeowner Name: t f.1i OFFICE USE ONLY When the sub ion is complete(including check): ➢ l// Date stamp plans and letter _ ➢ V Complete and attach Receipt ➢ 4� Copy File; Forward to Consultant ➢ — Enter on Log Sheet and Database Infiltrator Chamber I/A technology Certification RECEIVED JUN 26 2015 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT I hereby certify that I have been given a copy of the Title 5 I/A technology approval letter, and the Owner's Manual for the above technology and I agree to comply with all terms and conditions. I further certify that I am aware that this design does not allow use of a garbage grinder in the dwelling and that I understand my requirement to repair, replace or modify or take any other action required by the Department or the LAA if the Department or the LAA determines the system to be failing to protect public health and safety and the environment. L-A! signature: date: certified by: (please print) I t Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal RECEIVED A. Facility Information Russell & Samuel Moschetto JUN 2 6 20 i5 Owner Name TOWN OF NORTH ANDOVER 1679 Osgood Street 61 / 16 HEALTH DEPARTMENT Street Address Map/Lot# North Andover MA 01845 City State Zip Code B. Site Information 1. (Check one) ❑ New Construction ® Upgrade ❑ Repair 2. Published Soil SurveyAvailable? 9-19-14 vers. 10 1:15,800 255 ® Yes ❑ NO If yes: Year Published Publication Scale Soil Map Unit Windsor Soil Name Soil Limitations 3. Surficial Geological Report Available? ❑ Yes ® No If yes: Year Published Publication Scale Map unit Geologic Material Landform 4. Flood Rate Insurance Map Above the 500-year flood boundary? ® Yes ❑ No Within the 100-year flood boundary? ❑ Yes ❑ No Within the 500-year flood boundary? ❑ Yes ❑ No Within a velocity zone? ❑ Yes ❑ No 5. Wetland Area: National Wetland Inventory Map Map Unit Name Wetlands Conservancy Program Map Map Unit Name 6. Current Water Resource Conditionse:USGS : April 2015 Ran ( ) Month/Year 9 El Above Normal ❑ Normal ® Below Normal. 7. Other references reviewed: Soil Evaluation Forms.doc•rev. 1/10 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 of 8 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed primary and reserved disposal area) Deep Observation Hole Number: T-1 5-27-15 9 am sunny 80's Date Time Weather 1. Location Ground Elevation at Surface of Hole: 48.8 Location (identify on plan): See Plan 2. Land Use Residential Multi Family None 6-7 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) Lawn Plain Bottom Slope Vegetation Landform Position on Landscape(attach sheet) 3. Distances from: Open Water Body >100 Drainage Way >100 Possible Wet Area >100 feetfeetfeet Property Line 45 feet Drinking Water Well >1fee00 Other feet 4. Parent Material: Outwash Unsuitable Materials Present: ® Yes ❑ No If Yes: ❑ Disturbed Soil ® Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ® Yes ❑ No If yes: 56" 102" Depth Weeping from Pit Depth Standing Water in Hole- Estimated Depth to High Groundwater: 50 44.6 inches elevation Soil Evaluation Forms.doc-rev. 1110 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal -Page 2 of 8 Commonwealth of Massachusetts City/Town of North Andover F Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: T-1 Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil Depth(in.) Soil Munsell (Moist)Consistence Other Layer y (Munsell) (USDA) Cobbles& Structure Depth Color Percent Gravel Stones 0-30 Fill 30-50 B 5YR3/4 FSL Massive Friable 50-120 C 2.5Y5/3 50" 7.5YR4/6 >5 LS Massive Friable Additional Notes: Soil Evaluation Forms.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 8 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: T-2 5-27-15 9 am Sunny 80's Date Time Weather 1. Location Ground Elevation at Surface of Hole: 50.2 Location (identify on plan): See Plan 2. Land Use Residential Multi Family None 15 (e.g.,.woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) Lawn Plain On Slope Vegetation Landform Position on Landscape(attach sheet) 3. Distances from: Open Water Body '100 Drainage Way >100 possible Wet Area >100 feet feet feet Property Line 30 Drinking Water Well '100 Other feet feet feet 4. Parent Material: Outwash Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ -Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes ❑ No If yes: None None Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: 90 42.7 inches elevation Soil Evaluation Forms.doc-rev. 1/10 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal -Page 4 of 8 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal ,r C. On-Site Review (continued) Deep Observation Hole Number: T-2 Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil Depth(in.) Layer Moist(Munsell) (USDA) Cobbles& Structure Consistence Other Depth Color Percent ravel Stones 0-7 A 10YR3/3 FSL Wk Gran Friable 7-22 B 10YR4/6 SL Massive Friable 22-132 C 2.5Y5/3 90" 7.5YR4/6 >5 LS Massive Friable Additional Notes: Soil Evaluation Forms.doc•rev. 1/10 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method Used: ❑ Depth observed standing water in observation hole A. B. inches inches ❑ Depth weeping from side of observation hole A. B. inches inches ® Depth to soil redoximorphic features (mottles) A. 50 B. 90 inches inches ❑ Groundwater adjustment(USGS methodology) A. B. inches inches 2. Index Well Number Reading Date Index Well Level Adjustment Factor Adjusted Groundwater Level E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ® Yes ❑ No b. If yes, at what depth was it observed? Upper boundary: 30/22 Lower boundary: 120/ 132 inches inches Soil Evaluation Forms.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 6 of 8 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal a F. Certification I certify that I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. 1 further certify that the results of my soil evaluation, as indicated in the attached Soil Evaluation Form, are accurate and in accordance with 310 CMR 15.100 through 15.107. 5-27-15 Signature of Soil Evaluator Date William Dufresne SE#640 5-9-96 Typed or Printed Name of Soil Evaluator/License# Date of Soil Evaluator Exam Isaac Rowe (Mill River) North Andover Name of Board of Health Witness Board of Health Note: In accordance with 310 CMR 15.018(2)this form must be submitted to the approving authority within 60 days of the date of field testing,and to the designer and the property owner with Percolation Test Form 12. Soil Evaluation Forms.doc,rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 7 of 8 Commonwealth of Massachusetts City/Town of North Andover Percolation Test Form 12 ' M Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important: When filling out A. Site Information forms the to Cranfield Investments LLC c/o Joseph Byrne computer,use � Y only the tab key Owner Name to move your 64 Stanton Way cursor-do not Street Address or Lot# use the return key. North Andover MA 01845 City(rown State Zip Code Chad Lawlor (978)265-4752 Contact Person(if different from Owner) Telephone Number B. Test Results 5-27-15 10;30 am Date Time Date Time Observation Hole# P-1 Depth of Perc 43" Start Pre-Soak 10:30 End Pre-Soak 10:45 Time at 12" 10:45 Time at 9" 10:58 Time at 6" 11:17 Time(9"-6") 19 Rate(Min./Inch) 7 Test Passed: ® Test Passed: ❑ Test Failed: ❑ Test Failed: ❑ William Dufresne SE#640 Test Performed By: IsaacRowe Witnessed By: Comments: t5form12.doc•06/03 Perc Test•Page 1 of 1 Commonwealth of Massachusetts City/Town of Percolation Test Form 12 Percolation test results must be submitted with the Soil Suitability Assessment for On-site.Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important: A. Site Information When filling out forms on the computer,use Russell &Samuel Moschetto only the tab key Owner Name to move your 1679 Osgood Street cursor-do not Street Address or Lot# use the return key. North Andover MA 018945 City/Town State Zip Code Chad Lawlor (978)2654752 Contact Person(if different from Owner) Telephone Number B. Test Results 5-27-15 Date Time Date Time Observation Hole# P-1 Depth of Perc 43" Start Pre-Soak 10:30 End Pre-Soak 10:45 Time at 12" 10:45 Time at 9" 10:58 Time at 6" 11:17 Time(9"-6") 19 Rate(Min./Inch) 7 I Test Passed: ® Test Passed: ❑ Test Failed: ❑ Test Failed: ❑ William Dufresne SE#640 Test Performed By: Isaac Rowe Witnessed By: Comments: t5formI2.doc•06/03 Perc Test•Page 1 of 1 /a., 11 �� ` X1'111 y ( (� 5 �� b TA zip- KIR (4 �4 11' 6 Y r 1 i i' - 9 ve s` + I Y � P L 5 �. TOWN OF NORTH ANDOVER ,rT�lv'ak Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 1600 OSGOOD STREET; SUITE 2035 NORTH ANDOVER; MASSACHUSETTS 01843 Susan V.Sawyer,RENS,RS 978.688.9540-Phone Public Health Director 978.688.8476-FAX healdideta,,tow-nofnorthandover.comRECEIVED -,mw.townofnorthandover.com MAY 12 2015 APPLICATION FOR SOIL TESTS J ! ! TOWN OF NORTH ANDOVER DATE: 1''�Imo" I MAP&PARCEL: f 1 t.g HEALTH DEPARTMENT —7 LOCATION OF SOIL TESTS: I lf' l 1 0 Q912 �'� ► ' OWNER: 9-L-1 t/ ["I�G, ' rt Contact#: APPLICANT: fr� � ( i Contact#: �4 ADDRESS: ,D `7-v7i��'ff1 A4)120 � ENGINEER: iti� ��^'� ontact `: ✓� 't �J �%� ? x=2 ' CERTIFIED SOIL EVALUATOR: &t/ Intended Use of Land: Residential Subdivision incl Family Home` Commercial _ Is This: Repair Testing: " Undeveloped Lot Testing: Upgrade for Addition: - 6 In the Lake Cochicbewick Watershed? Yes No N/ THE FOLLOWING MUST BE INCLUDED WITH THIS FORINT \ ➢ Proof of land ownership(Tax bill,or letter from owner permitting test) �f1 A 8 5"ti II"Plot plan&Location of Testin-g(please indicate test pit sites on the plan) ➢ Fee of$425.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of 5360.00 per lot for repairs or upgrades. h�K GENERAL INFORMATION ➢ Only Certified Soil Evaluators may perform deep hole inspections. ➢ Only Mass.Registered Sanitarians and Professional Engineers can design septic plans. ➢ At least rivo deep holes and uvo percolation tests are required for each septic system disposal area. ➢ Repairs require at least two deep holes and at least one percolation test,at the discretion of the BOH ........,... rPnrPCP_ntative� CHAD LAWLOR .ealth COREY LAWLOR 53-8492/2113 3834 CRL LANDSCAPING p� PH.978-687-8687 \ PO BOX 743 DATE � f NORTH ANDOVER,MA 018459 17 I s _ PAYTO / l .t:,u � V: {?1ivtil { � TH/$/ORDL OF DOLLARS 4—Reactive —♦-�!^� o �7 ("nerrimack 1 1/aIIeyFEDERA[. I DOVER,M VV NORiH ANDOVER,MA MEMO z C7 n --- a 1s 2 1 .13134 9 261: 5680000 26 2 39411' 38 34 LOOKFOfl FRAU60ETEflflIHO FEATUflES IUC�UBIHG THE SECURITY SQUARE AND HEAT_BEACTNE IHK DETAILS OU BACK. Soil Map—Essex County,Massachusetts,Northern Part (1679 Osgood Street-North Andover) m � P 42°44 7"N o 326980 3261990 327000 327010 327020 327030 327040 327050 327060 327070 327080 327090 327100 327UO 327120 I 42°447'N Y 3 14 a x ryV a'�k ` �ic'^€� Y �a� ..S U� �i� { �� ii ''9.'f1 C ��R..� � 'S f �• otl- 1 I , l S 4�'"" �^tx" &' Tr'" wr' a '" ,A{ � r -r4C`�s t.• �`, y� 3 ov 421 44'4'N i ". — - 42 44 4 N 326980 325990 327000 327010 327020 327030 327040 327050 327060 327070 327080 327090 327100 327110 B. Map Scale;1:651 11printed on A landscape(11"x 8.5")sheet N Meters 0 5 10 20 30 0 30 60 120 180 Map projection:Web Mercator Corner coordinates:WG584 Edge tics;UTM Zone 19N WGS84 UNatural Resources Web Soil Survey 5/12/2015 Conservation Service National Cooperative Soil Survey Page 1 of 3 RECEIVED Commonwealth of Massachusetts 4 JUL 2 7 2015 Cityrrown of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage DisposalTOHEA°H DEPARTMENT g DEPARTMENT A. Facility Information Russell & Samuel Moschetto Owner Name 1679 Osgood Street 61 / 16 Street Address Map/Lot# North Andover MA 01845 City State Zip Code B. Site Information 1. (Check one) ❑ New Construction ® Upgrade ❑ Repair 2. Published Soil SurveyAvailable? 9-19-14 vers. 10 1:15,800 255 ® Yes ❑ NO If yes: Year Published Publication Scale Soil Map Unit Windsor Soil Name Soil Limitations 3. Surficial Geological Report Available? ❑ Yes ® No If yes: Year Published Publication Scale Map Unit Geologic Material Landform 4. Flood Rate Insurance Map Above the 500-year flood boundary? ® Yes ❑ No Within the 100-year flood boundary? ❑ Yes ❑ No Within the 500-year flood boundary? ❑ Yes ❑ No Within a velocity zone? ❑ Yes ❑ No 5. Wetland Area: National Wetland Inventory Map Map Unit Name Wetlands Conservancy Program Map Map Unit Name 5 201 April 6. Current Water Resource Conditions (USGS): April 01 Range: ❑ Above Normal ❑ Normal ® Below Normal Mont7. Other references reviewed: Soil Evaluation Forms.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal -Page 1 of 8 Commonwealth of Massachusetts City/Town of North Andover WS" Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (minimum of two holes required at every proposed primary and reserved disposal area) Deep Observation Hole Number: T-1 5-27-15 9 am sunny 80's Date Time Weather 1. Location Ground Elevation at Surface of Hole: Location (identify on plan): See Plan 2. Land Use Residential Multi Family None 6-7 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) Lawn Plain Bottom Slope Vegetation Landform Position on Landscape(attach sheet) 3. Distances from: Open Water Body >100 Drainage Way >100 Possible Wet Area >100 feet feet feet Property Line 45 feet Drinking Water Well >1fee00 Other feet 4. Parent Material: Outwash Unsuitable Materials Present: ® Yes ❑ No If Yes: ❑ Disturbed Soil ® Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ® Yes ❑ No If yes: 56" 102" Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: 50 44,E inches elevation Soil Evaluation Forms.doc•rev. 1/10 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 2 of 8 �L\ Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: T-1 Redoximorphic Features Coarse Fragments Depth(in.) Soil Horizon/Soil Matrix:Color- (mottles) %b Volume Soil Soil Texture y Soil Layer MoistiMunsell} (USDA) Cobbles 8 Structure Consistence Other Depth Color Percent Gravel Stones (Moist) 0-30 Fill 30-50 B 5YR3/4 FSL Massive Friable 50-120 C 2.5Y5/3 50" 7.5YR4/6 >5 LS Massive Friable Additional Notes: Soil Evaluation Forms.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 8 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: T-2 5-27-15 9 am Sunny 80's Date Time Weather 1. Location Ground Elevation at Surface of Hole: 50.2 Location (identify on plan): See Plan 2. Land Use Residential Multi Family None 15 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) Lawn Plain On Slope Vegetation Landform Position on Landscape(attach sheet) 3. Distances from: Open Water Body >100 Drainage Way >100 Possible Wet Area >100 feet feet feet Property Line 0 Drinking Water Well >1100 feetOther feet 4. Parent Material: Outwash Unsuitable Materials Present: ❑ Yes ® No If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock 5. Groundwater Observed: ❑ Yes ❑ No If yes: None None Depth Weeping from Pit Depth Standing Water in Hole Estimated Depth to High Groundwater: 90 42.7 inches elevation Soil Evaluation Forms.doc•rev. 1/10 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. On-Site Review (continued) Deep Observation Hole Number: T-2 Redoximorphic Features Coarse Fragments Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil Depth(in.) Layer Moist Munsell Consistence Other Y (Munsell) (USDA) Cobbles& Structure Depth Color Percent Gravel Stones (Moist) 0-7 A 10YR3/3 FSL Wk Gran Friable 7-22 B 10YR4/6 SL Massive Friable 22-132 C 2.5Y5/3 90" 7.5YR4/6 >5 LS Massive Friable Additional Notes: Soil Evaluation Forms.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal D. Determination of High Groundwater Elevation 1. Method Used: ❑ Depth observed standing water in observation hole A. B. inches inches El Depth B.Depth weeping from side of observation hole inches inches ® Depth to soil redoximorphic features (mottles) A. 50 B. 90 inches inches ❑ Groundwater adjustment (USGS methodology) A. B.inches inches 2. Index Well Number Reading Date Index Well Level Adjustment Factor Adjusted Groundwater Level E. Depth of Pervious Material 1. Depth of Naturally Occurring Pervious Material a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? ® Yes ❑ No b. Ifes at what depth was it observed? U 30/22 120/ 132 Y p Upper boundary: inches Lower boundary: inches Soil Evaluation Forms.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 6 of 8 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal F. Certification I certify that I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. 1 further certify that the results of my soil evaluation, as indicated in the attached Soil Evaluation Form, are accurate and in accordance with 310 CMR 15.100 through 15.107.. L-_ 5-27-15 Signature of Soil Evaluator Date William Dufresne SE#640 5-9-96 Typed or Printed Name of Soil Evaluator/License# Date of Soil Evaluator Exam Isaac Rowe (Mill River) North Andover Name of Board of Health Witness Board of Health Note: In accordance with 310 CMR 15.018(2)this form must be submitted to the approving authority within 60 days of the date of field testing, and to the designer and the property owner with Percolation Test Form 12. Soil Evaluation Forms.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 7 of 8 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal C. Ort-Site Review (continued) Deep Observation Hole Number: T-3 Redoximorphic Features Coarse Fragments Soil Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Consistence Other Depth(in.) Layer Moist Munsell (USDA) Structure Y (Munsell) ) Cobbles& (Moist) Depth Color Percent Gravel Stones 0-43 Fill 43-56 B 5YR3/4 48" 7.5YR4/6 >5 FSL Massive Friable 56-110 C 2.5Y5/3 LS Massive Friable Additional Notes: Soil Evaluation Forms.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 3 of 8 Commonwealth of Massachusetts City/Town of North Andover Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal w p C. On-Site Review (continued) Deep Observation Hole Number: T-3 5-27-15 9 am Sunny 80's Date Time Weather 1. Location Ground Elevation at Surface of Hole: 48.5 Location (identify on plan): See Plan 2. Land Use Residential None 3-5 (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%) Lawn Vegetation Landform Position on Landscape(attach sheet) 3. Distances from: Open Water Body >100 Drainage Way >1fee00 Possible Wet Area >100 feetfeet Property Line e0t Drinking Water Well >1fee00 Other feet 4. Parent Material: Outwash Unsuitable Materials Present: ® Yes ❑ No If Yes: ❑ Disturbed Soil ® Fill Material ❑ La er Impervious s p y ( ) ❑ Weathered/Fractured Rock El Bedrock 5. Groundwater Observed: Yes62 ❑ NO If yes: Depth Weeping from Pit Depth Standing Water in Mole Estimated Depth to High Groundwater: 48 44.5 inches elevation Soil Evaluation Forms.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8 i C \ s„ SLE l i eoiz�e. �� \ \ flv�alctac \ f L- *Elmwu— 0679 ! _ CLEANOUT INSPECTION ifi`r-TK . N PORTS LEACH F W/60 INt CHAMBEF T•-3 2000 GAL SEPTIC TANK #1 " D—BOX -H co . �, • �E _ 2 . 2' (RO UTE 125) "1 HEREBY CERTIFY THE LOCATIONS, ELEVATIONS, TIES, COVER MATERIAL; EXPOSED COMPONENT COVERS ETC., SHOWN ON THIS AS-BUILT SUBSTANTIALLY AGREE WITH THE APPROVED PIAN AND HAVE DETERMINED THAT THE BREAK OUT ELEVATIONS, IF APPLICABLE, HAVE BEEN MET." APPROVED DESIGNS PLANS. va-lAtf ISG Cc� o� 09 ZOIJ SIGNATURE OF DESIGNER 'DAIFE SUMMARY OF INVERTS SEWER 0 FDTN. PRE-EXIST. SEPTIC TANK #I -IN 51.28 SEPTIC TANK #1 OUT 50.95 SEPTIC TANK #2 IN 56.39 SEP11C TANK 2 OUT 55.97 a DIST. BOX IN 49.41 , DIST. BOX OUT 49.23 o INV, IN CHAMBER 49.17 z INV IN -` CHAMBER 49.17 INV. IN CHAMBER 49.18 - i INV. IN CHAMBER 49.19 p z INV. IN CHAMBER 49.20 ; BOTT. CHAMBER '48.90 c 0 0 0 c 0 BUILDING TIES _NVDTHIS PLAN & CERTIFICATION IS NOT BLDG. CORNER A B C D A WARRANTY OF THE SUBSURFACE DISPOSAL d SEPTIC TANK #1 30.8 45.5 - - SYSTEM. IT IS A RECORD OF THE LOCATION SEPTIC TANK #2 - - 67.0 83.0 AND ELEVATION OF THE EXISTING SYSTEM 4 DIST. BOX 54.2 57.8 - COMPONENTS. w i <L*\ Commonwealth of Massachusetts City/Town of North Andover k Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal F. Certification I certify that I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil evaluations and that the above analysis has been performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. 1 further certify that the results of my soil evaluation, as indicated in the attached Soil Evaluation Form, are accurate and in accordance with 310 CMR 15.100 through 15.107. 5-27-15 Signature of Soil Evaluator Date William Dufresne SE#640 5-9-96 Typed or Printed Name of Soil Evaluator/License# Date of Soil Evaluator Exam Isaac Rowe (Mill River Consulting) North Andover Name of Board of Health Witness Board of Health Note: in accordance with 310 CMR 15.018(2)this form must be submitted to the approving authority within 60 days of the date of field testing, and to the designer and the property owner with Percolation Test Form 12. Soil Evaluation Forms.doc•rev. 1/10 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 7 of 8 Commonwealth of Massachusetts City/Town of w Percolation Test Form 12 Percolation test results must be submitted with the Soil Suitability Assessment for On-site Sewage Disposal. DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. Important-. When filling out A. Site Information i forms on the computer, use Russell & Samuel Moschetto only the tab key Owner Name to move your 1679 Osgood Street cursor-do not Street Address or Lot# use the return key. North Andover MA 018945 Cityrrown State Zip Code Chad Lawlor (978)265-4752 Contact Person(if different from Owner) Telephone Number B. Test Results 5-27-15 Date Time Date Time Observation Hole# P-1 _ Depth of Perc 43" � Start Pre-Soak 10:30 End Pre-Soak 10:45 Time at 12" 10:45 Time at 9" 10:58 Time at 6" 11:17 Time(9"-6") 19 Rate(Min./Inch) 7 Test Passed: ® Test Passed: ❑ Test Failed: ❑ Test Failed: William Dufresne SE#640 _ Test Performed By: Isaac Rowe Witnessed By: Comments: t5form12.doc•06/03 Perc Test•Page 1 of 1 Grant, Michele From: Isaac Rowe <irowe@millriverconsulting.com> Sent: Tuesday, September 15, 2015 10:59 AM To: Grant, Michele; Blackburn, Lisa Cc: Isaac Rowe; Pam Lally; 'Dan Ottenheimer' Subject: 1679 Osgood St Attachments: 1679 Osgood St. - Final inspection form.doc; 1679 Osgood Street - emails from Vladimir Nemchenok 9-14-15.pdf, 1679 Osgood Street - info from Vladimir Nemchenok 9-14-15.pdf;Additional final inspection notes 9-9-15 and 9-11-15.PDF Michele, Please find attached the final inspection report, additional inspection notes and information and emails from the designer for the above referenced property. Please let me know if you have any questions. Thanks, Isaac M. Rowe, R.S. Project Manager Mill River Consulting 6 Sargent Street Gloucester, MA 01930-2719 Phone: 978-282-0014 ext.804 Fax: 978-282-1318 irowe(cD-millriverconsulting.com www.millriverconsultinq.com i ��e Z 40C.). -ST) d� .&9 t (Q2- 1 Com) -ST I n 35.3 5�4-3(-e �. zs C ) 'ST 1 �, �2 sl. Z� �. zs 5"'100 413S' 4� (jam` too 1, Zd 41. Z 3 i A-Z- 1070 GS- o,w2) ?J !4070 ('C-1 ff) 4-2.t1 Cs 2C.C6 5)- 04 -04 le7O (.L!4.z) x.19 (sId x (t,:z 7-5) Iq Cs - I Co 0:3 -----7 CaO-*4 I �! e-S 71,5 5 0,a ------ 66 4- q&C C6 .-d4- Inv (Qo.41 i E (a 7 Lip Co s CoS'/nv F L1� CC5 ate 145L /z r I I� f t. 1 - F I It 7.............. f � •r��`�,h w�•Z �'��' Co LIP r I f 1 a At, h-1 7v Az- ✓ = Z-5'-5 0,07 s � L� Cd ! 42-7 Com/ Aw- &5' C = Z4.&' i L� 41. G'i� COO-3 765- Isaac Rowe From: Vladimir Nemchenok <vnemchenok@scc-Ilc.net> Sent: Monday, September 14, 2015 1:11 PM To: irowe@millriverconsulting.com Cc: migrant@townofnorthandover.com;wrdufresne@comcast.net Subject: 1679 Osgood Street Isaac, Our initial as-built survey identified negative slope, no slope,and adequate slope for the 5 distribution lines leaving the distribution box and going to the infiltrator leach field.At that time we indicated to the owner and contractor that the distribution box should be raised to provide positive slope for all distribution lines to assure equal distribution to the soil absorption system.We visited the site a 2"d time and found the distribution box to be raised and the 5 distribution lines to have adequate slope.The design plan does not necessarily specify a slope for each pipe as each pipe is different in length and must meet the same invert elevation.The design INTENT is to meet the specified bottom of field elevation which has been done. In response to your last e-mail,we visited the site again and confirmed that each of the 5 distribution lines has positive i slope from the distribution box to the infiltrator leach field as indicated on the as-built plan.We did not find any lines to be flat as you suggest. Additionally,we entered the basement of the main dwelling and measured the approximate height of the existing sewer pipe to the best of our ability given the existing conditions and found it to be at elevation 56.8.The invert-in elevation of the septic tank is approximately 51.3.The length of pipe is approx. 32 feet.As such,the slope of the sewer is approx. 17%,far in excess of the minimum required slope and consistent with the intent of the approved plans. We hope this additional information is adequate and provides you all the necessary details to a resolution of this matter. i Thanks, Vladimir i I Vladimir L. Nemchenok, P.E. Project Engineer SEA-COAST CONSULTING, LLC. "The Petroleum Profe55ional5" Engineers, Contractors. Suppliers For Environmental � Petroleum Products. j 4 Court Street, Suite 10 1 Taunton. MA. 02780 Tel.: 800.946. 1 575 Fax: 800.946. 1 575 Cell: 857.225.2608 email: vnemchenokP,5cc-Ilc.net This email and any attachments contain private and confidential material for the sole use of the intended recipient. Any review, copying or distribution of this email (or any attachments thereto) by others 15 Strictly prohibited. If you are not the intended recipient, please notify the sender immediately and permanently delete the orig nal and any copies of thi5 email and any attachments thereto. 1 I Isaac Rowe From: Vladimir Nemchenok <vnemchenok@scc-Ilc.net> Sent: Monday, September 14, 2015 5:28 PM To: 'Isaac Rowe' Subject: RE: 1679 Osgood Street I Isaac, Thank you for your note. I can confirm that all NEW building sewers Comply with Title 5 and the intent of the plans. The middle dwelling has a short portion of pre-existing building sewer beneath a deck which cannot be verified, however it was not replaced,and therefore it is not the subject for an upgrade requirement. Thank you i Vladimir L. Nemchenok. P.E. Project Engineer Cell: 857.225.2608 email: vnemchenokcP.5cc-Ilc.net Thi5 email and any attachments contain private and confidentiai material for the Sole use of the intended recipient. Any review, copying or distribution of this email (or any attachments thereto) by others 15 Strictly prohibited. If you are not the intencled recipient. please notify the Sender immediately and permanently delete the original and any copies of thi5 email and any attachments thereto, From: Isaac Rowe [mailto:irowe@millriverconsulting.com] Sent:Monday,September 14, 2015 2:00 PM To:vnemchenok@scc-Ilc.net Cc: migrant@townofnorthandover.com;wrdufresne@comcast.net; Isaac Rowe<irowe@millriverconsulting.com> Subject: RE: 1679 Osgood Street Vladimir, Thank you for the response and re-inspecting the site as needed. Can you confirm if the slope of the building sewer lines for the (2) 1 bedroom dwellings to septic tank#2 meet the j minimum slope requirements of Title 5 regulations and the approved design plan? Thanks, Isaac M.Rowe,R.S. Project Manager Mill River Consulting 6 Sargent Street Gloucester, MA 01930-2719 1 Blackburn, Lisa From: Isaac Rowe <irowe@millriverconsulting.com> Sent: Wednesday, September 09, 2015 2:43 PM To: vnemchenok@yahoo.com; merreng@aol.com; Blackburn, Lisa; Grant, Michele; Dan Ottenheimer;IMR Subject: 1679 Osgood St Vladimir, We conducted our final inspection today and a couple of items need to be addressed: 1.The d-box outlet elevation and leach field inlet elevation are the same.The minimum slope as depicted on your design plan was not met. 2.The installer indicated the Merrimack Engineering representative on site for the as-built inspection did not obtain the elevations of the building sewer lines between the (2) one bedroom dwellings.The elevations between all cleanouts need to be obtained in order to confirm the minimum slope of 0.01 is met. Please let us know how you will address these items. Feel free to call me with any questions 978.836.6412. Thanks, Isaac i Grant, Michele From: Grant, Michele Sent: Monday, September 14, 2015 12:46 PM To: 'Chad Lawlor'; 'Vladimir Nemchenok' Cc: 'MERRENG@aol.com'; 'Isaac Rowe';wrdufresne@comcast.net; Blackburn, Lisa Subject: FW: 1679 Osgood St. Good Afternoon Chad You have indicated that you will assume all responsibility for the final grading between the two (1) bedroom dwellings only.This acceptance of responsibility will be sufficient. However, there are a few outstanding items that need to be addressed prior to this office signing and issuing the Certificate of Compliance.They are as follows: 1. Final grading for the main house has not been completed.The distribution box and pipes are still exposed. 2.After two inspections(9/9/15 and 9/11/15) by our consultant from Mill River Consulting (MRC),the slope of the pipes from the distribution box outlet to the leach field inlet essentially have no slope (slopes vary from 0.000 to 0.002) and are different from what was specified on the approved design plan. Furthermore, the elevations on the as-built plan do not match the elevations obtained from our consultant from MRC. 3.A statement indicating if the designer,Vladimir Nemchenok, has examined the building sewer pipes to ensure they meet the minimum specifications required per Title 5 regulations and the approved design plan. The designer,Vladimir Nemchenok,will need provide a statement in writing to let the Town of North Andover know the current conditions of the septic system piping and components are acceptable to him. As of 12:30 today,we have not been able to reach the engineer for the property. If you are successful in reaching the designer please have him contact this office or Isaac Rowe from MRC directly(978.836.6412)so Mr. Giard can finish backfilling, and we can expedite the certificate of Compliance. Many Thanks, Michele E.Grant Public Health Agent Town of North Andover 1600 Osgood St I Suite 2035 North Andover,MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email mgrant@townofnorthandover.com Web www.TownofNorthAndover.com 1 a z> From: Chad Lawlor [mailto:crlawlorl(a)hotmail.com] Sent: Monday, September 14, 2015 9:59 AM To: Grant, Michele Subject: Back yard final grade Hi Michelle, At the property of 1679 Osgood Street the back yard between the second and third buildings has not been final graded but I am quite capable of grading and seeding the property in the near future as we discussed per our phone call. If you need anything else please feel free to contact me at 978-265-4752. Thank You. Sincerely, Chad R. Lawlor 2 Grant, Michele From: Chad Lawlor <crlawlorl@hotmail.com> Sent: Monday, September 14, 2015 9:59 AM To: Grant, Michele Subject: Back yard final grade Hi Michelle, At the property of 1679 Osgood Street the back yard between the second and third buildings has not been final graded but I am quite capable of grading and seeding the property in the near future as we discussed per our phone call. If you need anything else please feel free to contact me at 978-265-4752. Thank You. Sincerely, Chad R. Lawlor 1 Grant, Michele From: Vladimir Nemchenok <vnemchenok@yahoo.com> Sent: Friday, September 11, 2015 5:56 PM To: wrdufresne@comcast.net; Grant, Michele Subject: Fwd: 1679 Osgood St Sent from my iPhone Begin forwarded message: From: "Isaac Rowe" <irowe@millriverconsulting com> Date: September 11, 2015 at 3:08:17 PM EDT To: <vnemchenokgyahoo.com>, <merren (a aol.com> Cc: "'Grant, Michele"' <MGrant�a�,townofnorthandover.com>, "Isaac Rowe" <irowegmillriverconsultin,g�.com>, "'Dan Ottenheimer"' <dano@a,millriverconsulting com> Subject: RE: 1679 Osgood St Vladimir, At the request of the your client, Chad Lawlor, I stopped by the site today to re-inspect the distribution box. Unfortunately the licensed installer has made no progress towards rectifying the questions which were raised at the previous inspection and noted in our email to you of September 9, 2015. There continues to be essentially no slope between the distribution box outlet and the leach field invert elevations(slopes vary from 0.000 to 0.002). As indicated in our previous communication: 1. What has been constructed is different from what you had specified on your design plan. Please let the Town of North Andover know, in writing, If the current condition of the piping is acceptable to you or not 2. Please let the Town of North Andover know if you examined all the building sewer pipes and determined if they meet the minimum specifications required per regulation and your design plan Our understanding is the transaction of this property is dependent on resolving these issues and the general finalization of the construction of the septic system. Please note the Town of North Andover is working expeditiously to deal with the matters under its purview, even making visits to the site to see if progress has been made, but cannot advance this further without your involvement in these two matters. We await your assistance in resolving these matters. If I can be of any assistance please feel to call me 978.836.6412. Thanks, Isaac M. Rowe, R.S. Project Manager Mill River Consulting 1 6 Sargent Street Gloucester, MA 01930-2719 Phone: 978-282-0014 ext.804 Fax:978-282-1318 irowe(c)-millriverconsulting.com www.millriverconsultin.g.com From: Isaac Rowe [mailto:iroweC&millriverconsulting.com] Sent: Wednesday, September 09, 2015 2:43 PM To: vnemchenok(a)yahoo.com; merreng(a)aol.com; Blackburn, Lisa; Grant, Michele; Dan Ottenheimer; IMR Subject: 1679 Osgood St Vladimir, We conducted our final inspection today and a couple of items need to be addressed: 1.The d-box outlet elevation and leach field inlet elevation are the same.The minimum slope as depicted on your design plan was not met. 2.The installer indicated the Merrimack Engineering representative on site for the as-built inspection did not obtain the elevations of the building sewer lines between the (2) one bedroom dwellings.The elevations between all cleanouts need to be obtained in order to confirm the minimum slope of 0.01 is met. Please let us know how you will address these items. Feel free to call me with any questions 978.836.6412. Thanks, Isaac 2 Grant, Michele From: Isaac Rowe <irowe@millriverconsulting.com> Sent: Wednesday, September 09, 2015 2:43 PM To: vnemchenok@yahoo.com; merreng@aol.com; Blackburn, Lisa; Grant, Michele; Dan Ottenheimer;IMR Subject: 1679 Osgood St Vladimir, We conducted our final inspection today and a couple of items need to be addressed: 1.The d-box outlet elevation and leach field inlet elevation are the same.The minimum slope as depicted on your design plan was not met. 2.The installer indicated the Merrimack Engineering representative on site for the as-built inspection did not obtain the elevations of the building sewer lines between the (2) one bedroom dwellings.The elevations between all cleanouts need to be obtained in order to confirm the minimum slope of 0.01 is met. Please let us know how you will address these items. Feel free to call me with any questions 978.836.6412. Thanks, Isaac Grant, Michele From: Grant, Michele Sent: Wednesday, August 26, 2015 3:43 PM To: 'Isaac Rowe'; 'Dan Ottenheimer' Cc: Blackburn, Lisa Subject: 1679 Osgood st Attachments: 201508261509.pdf Hi, FYI...I called Dan Giard today. He's the installer at 1679 Osgood st. I've been there a total of 4 times. I've done 3 tank inspections. On all occasions Mr.Giard arrives after the fact.Today the second tank was being set.There were many problems that 6iard's worker and Shea Concete were facing.There are 3 sets of wires over the area.The worker was on the house trying to pull the wires away etc etc. I called Mr.Giard and politely reminded him of the Installer's Obligation. (Please see the attached)Also the other day when I was there they had already laid some of the pipes from the top house down to the first tank. The pipes were bedded on dirt. I spoke to Mr. Giard about bedding them properly. As you know I will be here late tomorrow night for the meeting. I will be off Friday and Monday. I am in hopes they will call for a Bottom of the Bed by tomorrow night. I also told Bateson (217 Gray street)that I would be around. Thx Michele E. Grant Public Health Agent Town of North Andover 1600 Osgood St I Suite 2035 North Andover, MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email mgrant@townofnorthandover.com Web www.TownofNorthAndover.com -----Original Message----- From: noreply@townofnorthandover.com [ma iIto:noreply@townofnorthandover.comj Sent:Wednesday,August 26, 2015 3:09 PM To:Grant, Michele Subject: Message from "ComDev-Health-Ricoh" This E-mail was sent from "ComDev-Health-Ricoh" (Aficio MP C3002). Scan Date:08.26.2015 15:09:25 (-0400) Queries to: noreply@townofnorthandover.com Blackburn, Lisa From: Isaac Rowe <irowe@millriverconsulting.com> Sent: Tuesday,August 04, 2015 4:43 PM To: Blackburn, Lisa; 'Pam Lally' Cc: Grant, Michele;Isaac Rowe Subject: RE: 1679 Osgood St. Attachments: 1679 Osgood St - Approval letter 8-5-15.doc Lisa/Michele, I completed the review of the revised plan.Attached is the approval letter for the above referenced property. I added condition#3 because the designer did not clearly answer item#8 but this information may not exactly be known at this time. I do not entirely agree with the designer's answer for item#12 but he has gone on record to indicate the reasoning for modifying the elevation of the test pits and groudwater. There is no way to determine this without the survey data but either way the system will be well above the seasonal groundwater table. I just wanted this to be noted in our records. Please let me know if you have any questions. Thanks, Isaac M. Rowe, R.S. Project Manager Mill River Consulting 6 Sargent Street Gloucester, MA 01930-2719 Phone: 978-282-0014 ext.804 Fax:978-282-1318 irowe _millriverconsulting.com www.millriverconsultin.g.com From: Blackburn, Lisa [mailto:LBlackburnCabtownofnorthandover.com] Sent: Monday, July 27, 2015 1:07 PM To: Dan Ottenheimer; Isaac Rowe; Pam Lally Cc: Grant, Michele Subject: 1679 Osgood St. Good Afternoon, I'm mailing out revised septic plans for 1679 Osgood St. Lisa Blackburn Health Department Town of North Andover 1600 Osgood Street,Suite 2035 North Andover, MA 01845 1 Grant, Michele From: Grant, Michele Sent: Wednesday,July 22, 2015 12:38 PM To: Ivnemchenok@yahoo.com'; 'MERRENG@aol.com' Cc: 'Isaac Rowe'; Blackburn, Lisa; 'wrdufresne@comcast.net' Subject: FW: 526 Winter Street/1679 Osgood Good Morning Vladimir, 526 Winter Street Please see the message below. When doing the As-Built; please include the location of the of the insulation along the pipe. Also, 1679 Osgood Street A walk through of 1679 Osgood Street was done by town offices,yesterday,July 21, 2015. Based on the walk through, a total of Seven Bedrooms were found.The plan is designed for Eight Bedrooms. Please design accordingly on the re- design. Sincerely, Michele E.Grant Public Health Agent Town of North Andover 1600 Osgood St I Suite 2035 North Andover,MA 01845 Phone 978.688.9540 Fax 978.688.8476 Email msrant@townofnorthandover.com Web www.TownofNorthAndover.com 4 From: wrdufresne(&comcast.net [mailto:wrdufresne(a)comcast.net] Sent: Tuesday, July 21, 2015 11:29 AM To: Blackburn, Lisa 1 Blackburn, Lisa From: Isaac Rowe <irowe@millriverconsulting.com> Sent: Thursday,July 09, 2015 11:37 AM To: Blackburn, Lisa; Grant, Michele Cc: Pam Lally;Isaac Rowe; 'Dan Ottenheimer' Subject: 1679 Osgood St Attachments: Assessors property card.pdf; Soil test app Con Com comments.pdf, 1679 Osgood Street - Disapproval Letter 7-9-15.doc Lisa/Michele, Attached is the disapproval letter for the initial plan review for the above referenced property.Also attached are the Assessor's property card and Con Com comments on the soil application.A few comments in particular to review Comment#1 is in red because we should discuss how we want to present this comment. Basically the Assessor's information has the house as a (2) bedroom but the design plan shows a total of(8) bedrooms. Is there an old design plan on file indicating the number of bedrooms the current system is designed for? I believe it would be prudent for the Health Dept or MRC to conduct a walk through each dwelling unit because this is not a typical residential design. Let me know what you think. Comment#4-a wetland buffer zone is shown but not wetland flags.See Heidi's comments about the soil testing.This is seems to reinforce the need to show the location of wetland flags. Comment#12- 1 believe the proposed leach field is approximately 1'too low based on existing grades and the ESHWT. Thanks, Isaac M. Rowe,R.S. Project Manager Mill River Consulting 6 Sargent Street Gloucester, MA 01930-2719 Phone:978-282-0014 ext.804 Fax: 978-282-1318 iroweCcD-millriverconsulting.com www.millriverconsulting.com i Granit, Michele From: Gaffney, Heidi Sent: Tuesday,June 23, 2015 11:24 AM To: Iwrdufresne@comcast.net' Cc: Grant, Michele; Blackburn, Lisa; Hughes,Jennifer Subject: 1679 Osgood St Attachments: 201506231122.pdf Bill, attached is a scan of the buffer zone that extends onto the property of 1679 Osgood (from the delineation done for 1600),the driveway for 1679 is highlighted, can you just use this to add the BZ to the plan? Heidi Gaffney Conservation Field Inspector Town of North Andover 1600 Osgood Street, Suite 2035 North Andover, MA 01845 Phone 978-688-9530 Fax 978-688-9542 Email hgaffnev@townofnorthandover.com Web www.TownofNorthAndover.com 1 --- , ' i rwKr�uN tt v `O''•� `1 i�iy11'I� �Y�) r t t o rI!'blfFl ! I ZY- MOYYN6 AGYIVITIE6 '`- 1 IN WT Alii GL& __ JXTAIN FI®.D9 , 00 ("� g� ``•I ear � �'�■1 u �� IYBIQ;. P4 Blackburn, Lisa From: Pam Lally <plally@millriverconsulting.com> Sent: Thursday, May 14, 2015 10:03 AM To: Blackburn, Lisa; 'Dan Ottenheimer'; 'Isaac Rowe' Cc: Grant, Michele Subject: RE: 1679 Osgood St. Hi Lisa, We've set up this soil testing with Bill Dufresne for Wednesday, 5/27 at 9am. Pam -----Original Message----- From: Blackburn, Lisa [mailto:LBlackburn@townofnorthandover.com] Sent:Tuesday, May 12, 2015 4:32 PM To: Dan Ottenheimer; Isaac Rowe; Pam Lally Cc: Grant, Michele Subject: 1679 Osgood St. Good Afternoon, Soil testing for 1679 Osgood St. -----Original Message----- From: noreply@townofnorthandover.com [mailto:noreply@townofnorthandover.com] Sent:Tuesday, May 12, 2015 4:44 PM To: Blackburn, Lisa Subject: Message from "ComDev-Health-Ricoh" This E-mail was sent from "ComDev-Health-Ricoh' (Aficio MP C3002). Scan Date: 05.12.2015 16:44:15 (-0400) Queries to: noreply@townofnorthandover.com All email messages and attached content sent from and to this email account are public records unless qualified as an exemption under the Massachusetts Public Records Law. Visit us online at www.townofnorthandover.com Social Networks twitter.com/north_a ndover www.facebook.com/northa ndoverma