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Home My WebLink About- Miscellaneous - 1087 SALEM STREET 4/21/2021 Town of North Andover - Sofic Vstem - AS-BUI,LT CHECKLIST 1) All changes to the design plan have been reflected and noted on tile as-built plan 'bail 2) t plan has a suitable,�ale; (I inch 40 feet or fewer�for plot plans) 3) Z(Street Addres's,")Assessor's Map and Lot Number 4) Lot Lines and Location of Dwellings served by the system 5) Locations,Elevations and Dirnensions of As-built system components,including reserve (if applicable) 6) ---------77 rie,s to all tank openings,d-box,and leach area from dwelling or Permanent Structure Setback distances,are shown on the as-built plan from system components to: --Subsurface,interceptor&f6tindation drains Catch basins --Property limes ...—Dwellings or other structtires Private water supply or irrigation wells Watercourses or wetlands 8) Z—Locations of Wells,Drains,Wetland Resource Areas 150 feet of system 9) iz—Location of water,gas,electric lines,cable,control panel (if applicable) 47/" 10) '* Location of Structures within 6 Inches of finished Grade 11) "/--Original Sfanip&Signature 12) J, Location and holder of any easements which could impact the system .13) -Impervious.Areas; Driveways,etc North Arrow 15) —Location &Elevation of Benchmark used 16) STATEMENT ON PLAN (NA 5.3) "I cerlif K Me loc"a 6017,F, clevatio ns, ties, craven,matcrial;expos d component coi'anv etc shown on this as-built substanfj jjjy agjee witil 11w q.PPTovc(JpIan and have determined that the brow k cwt elevations, if heave been met. .......... Signature of Designer Date b. "If a STUCYURAL KrALL.15 ERE _J9 a Leffer or statement on the as-L7ail in -ija-e-W7111- .1 "Xith theinklICIf(ICIes L_ _qD wa.js was notconstryeted in Si 77 dTICI 9TI Signature of Designer Date As of:Tuesday,March 17,2015 Letter of Transmittal marchloonda DATE: 0,1/23/18 JOB &Associates, L.P. [ATTENTION: 1�diIhe e tant 7 Engineering and � Salem Stet Planning Consultants RE 1087 Sale TO: Board of Health '120 Main Street North Andover, MA 01845 WE ARE SENDING YOU Z ATTACHED E] UNDER SEPARATE VIA THE FOLLOWING ITEMS: Fj SHOP DRAWINGS PRINTS Z PLANS SAMPLES Ej SPECIFICATIONS COPY OF LETTER CHANGE ORDER COPIES DATE NO. DESCRIPTION 3 1 Septic System As-Built Plan(1099 Salem St Lot 2 aka 1087 Salem St) Address in title bllock changed to 11087 Salem St. THESE ARE TRANSMITTED AS CHECKED BELOW: FOR APPROVAL APPROVED AS SUBMITTED RESUBMIT COPIES FOR APPROVAL Z FOR YOUR USE APPROVED AS NOTED ED SUBMIT COPIES FOR DNSTRIBUTION F AS REQUESTED RETURNED FOR CORRECTIONS E] RETURN CORRECTED PRINTS E] FOR REVIEW AND COMMENT PRINTS RETURNED AFTER LOAN TO US [3 FOR BIDS DUE REMARKS; COPY TO: SIGNED: Marchionda and Associates, L.P. T 781.438,6121 62 Montvale Avenue, Suite I F 781,438,9654 Stoneham, Massachusetts 02180 EM: ri,iail(`zmarchior)da.com www.marchlondaxorn Letter, of Transmittal a M �marchionda L_DLT�- 01/10/18 O:B NO 900.01 &Associates, L.P. [ATTENTION. Michele�Grant Engineering and Planning Consultants RE: 1087 SaIern Street TO Board of HeaPth 120 Maun Street North Andover, MA 01845 WE ARE SENDING YOU Z ATTACHED n UNDER SEPARATE VIA THE FOLLOWING ITEMS. SHOP DRAWINGS ❑ PRINTS ZI PLANS SAMPLES E] SPECIFICATIONS COPY OF LETTER CHANGE ORDER El COPIES DATE NO. DESCRIPTION 3 1 Septic System As-Built P@an(1099 Salem St Lot 2 aka 1087 Salern St) ...........", THESE ARE TRANSMITTED AS CHECKED,BELOW: [:] FOR APPROVAL APPROVED AS SUBMITTED ❑ RESUBMIT COPIES FOR APPROVAL Z FOR YOUR USE APPROVED AS NOTED ❑ SUBMIT COPIES FOR DISTRIBUTION F AS REQUESTED RETURNED FORO CRRECTIONS ❑ RETURN CORRECTED PRINTS FO REVIEW AND COMIVEN I- F] PRINTS RETURNED AFTER LOAN TO US FORBIDS DUE REMARKS: COPY TO: SIGNED: e. Marchionda and Asso6ates,L,P. T 781A38.6121 62 Montvaie Avenue, Suite I F 781.438.9654 Stoneharn, Massachusetts O2180 EM: m ail(K,",bn-Iarch ionda.corn wwwmarchiondaxom /F ' A PUBLIC HEALTH H DEPARTMENT Town of North Andover Community and Economic Development Division CERTIFICATE COMPLIANCE As f January 30, 20178 This is to certify that the individual subsurface disposal system received a SATISFACTORY l.NSPECTION of the: 1 New Construction of the On-Site ► evwa e Disposal System [ y. .Ro er Innis .t 7 Salem Street Map 106.A :Lot 0049 North Andover, MA 01845 Th 1°suance of this certifi °to"shall not be construed as a guarantee that the system will function satisfactorily. iehele E. Corn l'"ublic Health Inspector -- _ ... . ... __. .. _.._................_______....... 120 Main St.,North Andover,Massachusetts 01845 Phone 978,688,91540 Fax 9178.688.9542 Web swwrwr.northandoverma.gov North Andover Wealth Department tormmunity and Economic Development Division t N, I1f EWASTEWATER SYSTEM CONSTRUCTION MOTES * 1 ggg Salem, Street is the ;parent parcell. 1087 Salem Street - AKA 1599 Salem Street Lot 2 LOCATION INFORMATION N ADDRESS: 1087 Salem Street MAP:1065 A LOT: 49 INSTALLER- Robert Innis — LE C Builders DE SIGNER: Craig Marchionda — Marchionda and Associates PLAN' DATE:: 05/17/2017 BOO APPROVAL DATE ON PLAN: 7/26/2017 INSPECTIONS TANK INSPECTION: 10/11 g/2t117 DATE OF BED BOTTOM INSPECTION: 11/1'/2017 DATE: OF FINAL CONSTRUCTION INSPECTION: 11/15/17 DATE OF FINAL GRADE INSPE=CTION:1/10/2018 see email SITE CONDITIONS NS N/A Contractor reports any changes to design plan N/A E iisting septic tank properly abandoned Internal plumbing all to one building sewer Z Topography not appreciably altered Comments: SEPTIC TANK Z Building sewer in continuous grade, on compacted firm base N/A Cleanouts per plan Bottom of tank hole has 5" stone base Weep hole plugged 150O gallon tank has been installed H-10 loading Monolithic tank construction Watertightness of tank has been achieved by visual! testing Inlet tee installed, centered under access port Outlet tee installed, centered Linder access port (gas baffle) LEI 20" inch cover to within 6" of finish grade installed over one access port Neoprene boots around iinlet & outlet Comments: DISTRIBUTION-BOX Installed on stable stone base LA H-20 D-Box N/A Inlet tee (if pumped or >0.08'/foot) Hydraulic cement around inlet & outlets Observed even distribution Speed levelers provided (not required) Z Schedule 40 PVC Pipe Comments: SOIL ABSORPTION SYSTEM (General) Z Bottom of SAS excavated down to C soil layer, as provided on plan Z Size of SAS, excavated as per plan Z Title 5 sand installed, if specified on plan Z 40 Mil HDPE barrier installed Z Laterals installed and ends connected to header (and vented if impervious material above) Z Elevations of laterals and chambers installed as on approved plan Z Retaining wall (boulder) El Final cover as per plan Comments: Brian LaGrasse met engineer on site — 72' x 25', 22' off house location per plan FINAL GRADE r See Email from Robert Innis LRC Builders Inc. ❑ 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 BM = 165.98 HR = 5.42 HI = 171.40 SYSTEM ELEVATIONS ROD AS-BLT INVERT DESIGN INVERT ELEVATION ELEV ELEV Benchmark Building Sewer OUT 3.5' off hse 3.60 167.45 166.82 Septic Tank IN 4.04 167.01 ----- Septic Tank OUT 4.44 166.61 166.56 Distribution Box IN 4.88 166.17 166.14 Distribution Box OUT 5.08 165.97 165.97 Lateral 1 TOP 5.11 / 5.47 Lateral 1 INVERT 165.94 / 165.58 165.93 / 165.64 Lateral 2 TOP 6.41 /6.72 Lateral 2 INVERT 164.64 /:164.33 164.59 1164.30 Bottom of Trench 7.85 / 9.04 163.551162.36 163.64 / 162.30 h CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback Tank SAS Sewer ® Property Iine 10 10 -- ® Cellar wall 10 20 -- ® Inground pool 10 20 -- Slab foundation 10 10 -- ® Deck, on footings, etc 5 10 -- Waterline 10 10 101 ® Private drinking well 75 1002 50 ® Irrigation well 75 100 ® Surface Water 25 50 ® Bordering Vegetated Wetland , Salt Marsh, Inland/Coastal Bank3 75 100 ® Wetlands bordering surface water supply or trib. (in Watershed) 150 150 ® Trib. to surface water supply 325 325 ® Public well 400 40.0 Z 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) ® DryweIls 20 25 1 Suction line 222(2) z 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 PUBLIC WALfin BINA,RTNII tI` lvlrlrallity A frin olr Itlmlillprsllm TOWN OF NORTH A ID OVER 'SEPTIC DISPOSAL SYSTEM—INSTALLATION CERTIFICATION The undersiped hereby certify that the Sewage Disposal System 00 constructed, repaired; By: ),I Ic (PrintName) Located at.1087 Salem Street. (Installation Address) Was installed in conformance with the North Andover Board of health approved plan,originally dated and last revised on 07117120117 with a design flow of 440 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.C4 R l '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 fled Inspection Date 11/ 11 017 Engineer Representative(Signature) Craig Marchionda,Ply And—print None Final Construction Inspection hate:I111f12J2(l1 d Engineer Representative(Signature) CraiR Mar hi rnda PP And—Print Name Installer M r (Signature) !ate: �l And Print Name ltn lneers - (Signature) prate:fM11fl=018 Craig archicrnda,P And—Print Name 120,Main Street,North Antlorter,Mossolth usetts 01845 Phone 978.688.9540 Fox 9'78.6 8.9542 Wob httr://wwwawrthanidov*nm.gov ov*nnmt.govw Scanned by CamScanner 1/10)2018 Town of North Andover Main-1099 and 1087 Sa6em St mo�'Saa usii l i a r��yu,�,�� __a____ Michele Grarui!<Innugrant@no�rthan dove ra. ov> 1€ 99 and 1087 Salem St ". 1 message -- w---.,...w .. ..........— ... , Robert...._., Tn�rs�� a:�a3ira�ai �at�r.�za��-�"""" "f"Ue, Jan 9, 2018 at ta: 0 P'C~ Reply-To: Robert Innis <robertinnis@yahoa.com> To: Mgrant@northain dove rnna„gov To : North Andover Beard of Health-. As both the owner and contractor of the above Oats, I certify they are properly graded and take responsibility for the finial grades at and near the septic:systems of each lot. Robert Innis LRC Builders LLC, https5°/,''rnai4.google.car-nBrt,na6l/Lu10/?tji,=2&ik°=d445adf3d9&jsvei=pakG7�)C1=wPU. n.&,.,ie+w=pt&:ewarcl°�-in,lit°rx th=160dd42bc(,,(11463(1&siml=160dd42b(ccd... 1/1