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Home My WebLink AboutCertificate of Compliance - 80 PATTON LANE 6/30/2006 t%®RTfj A' �R�1- 1 "� ®0 ® 7 �'�@Do cocaiini�<n�1\ `Y 4AY6D P* CH PUBLIC HEALTH DEPARTMENT fommunity Development Division RTITY q TE 0 T COMP I AjrVCE As : June 30, This is to certify that the individuaCsubsurface disposafsystem was of y l(epaire y Warren (Pearce ./ate 80 Patton .cane North Andover, W,4 01845 The Issuance of this certificate shaff not 6e construed as a guarantee that the system wifC function satisfactorify. Susan T Sawyer Pu6Cic Yfeafth Director 1600 Osgood Street,North Andover,Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.townofnorthandover.com TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System . °) constructed; repaired; by ` �� C ,.. � , � located at was installed in conformance with Andover Board of Health approved plan, System Design Permit# lan dated °° , with a design flow u 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. Bed inspection date: - Engineer Representative Final inspection date: Engineer Representative Installer: Lic.#: Date: �.� Engineer: Date: JUNm ri 1 rd'fl)0vj"' Page 1 of 1 DelleChieie, Pamela From: Dan Ottenheimer[info @millriverconsulting.com] Sent: Wednesday, November 30, 2005 2:37 PM To: amcbrearty @millriverconsulting.com; Lisa Kozel LeVasseur; DelleChiaie, Pamela; Sawyer, Susan Subject: Construction Inspections Attached are. p 80 Patton Le gn e whidh had no issues. Installer needs to put manhole to grade over outlet side of septic tank which °yoba shoed see--on the final grade inspection. Boston Street Lot 10 which had some issues. They had no water at the site so we could not confirm tightness of septic tank (though it looked fine) nor even flow from d-box. He will leave d-box open to be checked at final grade inspection. The benchmark was moved by someone and we had no way of co i'�ming its accuracy. I would suggest getting some type of letter or plan from the designer confirming this s done correctly. Dan I I Daniel Ottenheimer, President Mill River Consulting, Inc. Se ptic System Mana ement Services Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.i-riilli-iveircol'rscaitinIg.c:onI dan(,)(cr),iniilrivez°coiisulting.coiii 11/30/2005 TOWN OFNORTH ANDOVER Office of COMMUNITY DEVELOPMENTAND SERVICES 1-1EAL111 1.)EPAR'1'MEN`1' 400 OSGOOD STREI` NORTI i AN DOVER, MASSACT I U SETTS 01 45 A 0 Susan Y, Sawyer, REHS/RS 978.68&9540 Phone PUblic Health Director 978.688.9542- FAX ADDRESS: 80 Patton Lane MAP: LOT: INSTALLER: Warren Pearce DESIGNER: PLAN DATE: Rev:12/18/04 BOH APPROVAL DATE ON PLAN: 1/20/05 DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: 11/29/05 DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS ZExisting septic tank properly abandoned ZInternal plumbing all to one building sewer ❑Topography not appreciably altered Comments: SEPTIC TANK ❑ Bottom of tank hole has 6" stone base F-1 Weep hole plugged Z 1500 gallon tank has been installed H-20 loading Monolithic construction Z Watertightness of tank has been achieved (Visual) Z Inlet tee installed, centered under access port Z Outlet tee (gas baffle or effluent filter) installed, centered under access port Z 24" inch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present Z Hydraulic cement around inlet & outlet Comments: Effluent filter as per plan. Contractor notified to install manhole to grade over outlet access port for access to effluent filter as required by approval letter for effluent filter. Page I of 3 TOWN OF NOR"I'll ANDOVER R 141 Office of COMMUNITY DEVE1,01"MENTAND SERVICJ��,'s 1-1EAL31-1 DEPAR1"MENT' 400 OSGOOD STREFT 41 NORTH ANDOVER, MASS// Cfl USE1 TS 018,15 SUSMI Y. Sawyer. RF"HYRS 978.688.9540 Phone PUbliC Health Director 978688,9542 FAX D- OX Installed on stable stone base ❑ Inlet tee (if pumped or >0.08'/foot) Z Hydraulic cement around inlet & outlets ❑ Observed even distribution E Speed levelers provided (not required) Comments: SOIL ABSORPTION SYSTEM F-1 Bottom of SAS excavated down to soil layer, as provided on plan Z Size of SAS excavated as per plan Z Title 5 sand installed, if specified on plan ❑ 3/4-1 Y2" double washed stone installed ❑ 1/8-1/2" (peastone) double washed stone installed ❑ laterals installed and ends connected to header (and vented if impervious material above) ❑ Orifices @ 5 & 7 o'clock positions ❑ Gravelless, disposal systems: type, number and location as per plan Z Elevations of laterals installed as on approved plan ❑ 40 Mil HDPE barrier installed ❑ Retaining wall (boulder/ concrete /timber/ block) ❑ Final cover as per plan Comments: Page 2 of 3 'TOWN OF Noj�rt,tl ANDOVER 0 ...-kj Office ol'COMMUNII'Y DEVELOPMENTAND SERVICES t1EA,L`14J DEPARTMENI' 400 OSGO(A) STREET NORTH AND(WER, MAC SACH1JSf-1'TS 018,45 Susan Y. Sawyer, REHS/RS 978.688.9540 Phone Nbft I lealth Director 978A&9542 FAX SYSTEM ELEVATIONS Benchmark: 100.00 Rod at Benchmark: 0.60 Height of Instrument: 100.60 INVERT ON DESIGN PLAN INVERT ELEVATION Building Sewer OUT 98.00 98.17 Septic Tank IN 97.70 97.86 Septic Tank OUT 97.45 97.55 Distribution Box IN 97.15 97.21 Distribution Box OUT 96.95 97.04 Lateral Inv 96.85 96.93 Lateral 1 Top 97.30 97,34 Lateral 2 Inv 96.85 96,93 Lateral 2 Top 97.30 97.36 Lateral 3 Inv 96.85 96.93 Lateral 3 Top 97.30 97.33 Page 3 of 3 FINAL GRADE INSPECTION Date: t , Address: b LOAMED? SEEDED? a COVER PER PLAN? � 1 Other: ya F' DelleChiaie, Pamela From: Grant, Michele Sent: Thursday, May 25, 2006 8:12 AM To: DelleChiaie, Pamela Subject: RE: Patton Lane Thank you -----original Message----- From: DelleChiaie, Pamela Sent: Wednesday, May 24,2006 2:02 PM To: Grant, Michele Subject: Patton Lane Hi Michele, received a call from Jan Neill of 72 Patton,Lane. She is in the„process of trying to sell her home, but lost a sale due to the condition of the property next d car at 80 Patton Lane, owned by Sue and Paul. There was septic work done at that property but installer did not camp ete Final Grad ing/larcls°caping. Installer was Warren Pearce. Ms. Neill stated that you were out at the property previously'and spoke with her personally, and she is getting back to you regarding this information. I did not have time to pull files or look through records, as I have to get over to the blood drive. Will do tomorrow. ON/W0041-ds, Health Department Assistant Town of North Andover 160o Osgood Street Building 20, Suite 2-36 North Andover,MA o1845 978.688.9540-Phone 978.688.8476-Fax http://www.townofnoi-thandover.com healthdept a townofnorthandover.com 1 DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Monday, November 28, 2005 2:10 PM To: 'Daniel Ottenheimer(E-mail)'; 'Lisa LeVasseur(E-mail)'; 'McBrearty Andrew(E-mail)' Cc: Grant, Michele Subject: Construction Notes-80 Patton Lane Importance: High Hi, Here are the notes from the BB Inspection on Friday, 11/18/05. Please look at the comments --very important before you go to the site for the Final Const. Insp. Michele- FYI BBsf Rogm-ds, PaiyBBa D104010 !6410 Health Department Assistant Town of North Andover 400 Osgood Street North Andover,MA o1845 978.688.9540-Phone 978.688.8476-Fax http://www.townofnorthandover.com healthdept @townofnorthandover.com i TOWN OF NORTRANDOVE'R Office of C,0MM1JN1TV DEVEL(WMENTAND SERVICES HEA1,T11 DEPARTMENT 400 OS('wO(N) STREE"I' NORI'll ANDOVFI�, MASSA(,.H(JSE'11"S 01 45 MAC Susan Y. Sawyer, RF11S/RS 978.688.9540 Phone Public Health Dii-ec(w- 978,6W8476 FAX SEPTIC SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 80 Patton Lane MAP: LOT: INSTALLER: Warren Pearce DESIGNER: Jim Kavanaugh PLAN DATE: 10/22/05 BOIJ APPROVAL DATE ON PLAN: 1/20/05 INSPECTIONS TANK INSPECTION: 11/15/05 0a 12:45 P.M. —Michele Grant DATE OF BED BOTTOM INSPECTION: 11/18/05—Michele Grant DATE OF FINAL CONSTRUCTION INSPECTION: DATE OF FINAL GRADE INSPECTION: SELECT SYSTEM TYPE 1. GRAVITY DISTRIBUTION...[H] 2. PRESSURE DISTRIBUTION...L) 3. PRESSURE DOSING...El 4. HOLDINGTANK...L) 5. ADVANCED 'IR-EATMENT...L) 6, OTHER...J PUMP SYSTEM COMPONENT SUMMARY FROM PLAN 1. GALLON TANK= 1500 2. LOADING OF SEPTIC TANK 3. GALLON PUMP CHAMBER= 4. LOADING OF PUMP CHAMBER 5. TYPE OF SAS = Standard Infiltrator Chambers 6. DIMENSIONS AND DETAILS OF SAS: 59.5 x 19.5 with overdig Comments: Please check the level of the inside of the tank. Page 1 of 4 TOWN OF' NORT11 ANDOVE.R. Office of C'OMMUNUIN DEVELOPMENT AND SERVICES 0 HEALTH DEPAR"I'MEN"I' 400 OSGOOD s,mEET NOI�'1'11 ,NNI'.)ON/f,"R, MASSA(.'.Ilt.lSf,"']"I'SO1845 2. AC14 SLisaii Y, Sawyer, REIIS/RS 978.688,9540 -Photie Public I lealth Director 978.688.8476 FAX SITE CONDITIONS 1. Existing septic tank properly abandoned...Q 2. Internal plumbing all to one building sewer...J 3. Topography not appreciably altered...❑ SEPTIC TANK 1. Bottom of tank hole has 6" stone base..,Z 2. Weep hole plugged,.,LJ 3. Tank has been installed (H-20) Tank Size: 1.,500 2-piece ...21 - H-40 4. Water tightness of tank has been achieved (Visual)... J 5. Inlet tee installed, under access port...El 6. Outlet tee (gas baffle or effluent filter) installed, under access port...L) 7. Cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present - Inches of Tank...L) 8. Hydraulic cement around inlet&outlet.,.U ****Comments: **** Advised Warren to fill tank with water before Mill River gets out to do a Final. Asked Warren not to put anything larger than 1.5' crushed stone under any tank. Note: Warren used an H-40 Tank. PUMP CHAMBER—n/a 1, Bottom of tank hole has 6" stone base...U 2. Weep hole plugged...L) 3. Pump Chamber Installed_Combo tank Gallons; (H-20) (Monolithic) 4. Inlet tee installed, under access port...U 5. Pump(s) installed on stable base...L) 6. Alarm Float Working...LJ 7. Pump On/Off Float Workfi-ig...❑ 8. Total # of Floats... 9. Drain hole in pressure line...L) 10. Cover to within 6" of final grade installed over one access port...Ll 11. Water tightness of tank has been achieved—Visual or Vacuum Test or Water held for 24 hours (circle) 12. Hydraulic cement around inlet& outlet...J Comments: Page 2 of 4 TOWN OF NOR'"I'll ANDOVER 0 Office of COMMUNITY DEVELOPMENI" AND SERVICES 11EAUTH DEPARTMENT 40➢ OSC9 ➢01 TREET 41 NOWH I ANDOW,"R, MASSACHUSE,]'T'S 018 SUsati Y, Sw,yer, tai"HS/RS 978,688.9540- Mime PUblic I k,,afth Dii-ector 978.68&8476 FAX D-BOX 1. Installed on stable stone base. 2. Inlet tee (if pumped or >0.08'/foot)... El 3. Hydraulic cement around inlet& outlets...LJ 4. Observed even distribution...El 5. Speed levelers provided (not required)...J - Comments: SOIL ABSORPTION SYSTEM 1. Bottom of SAS excavated down to C Soil Layer, as provided on plan...❑ 2. Size of SAS excavated as per plan,..0 3. Title 5 sand installed,if specified on plan...[E 4. '/4-1 1/2" double washed stone installed..,U 5. 1/8-1/2" (peastone) double washed stone installed 6. Laterals installed and ends connected to header (and vented if impervious material above) 7. Gravel-less disposal systems: type, number and location as per plan.........El 8. Elevations of laterals installed as on approved plan,,,L) 9. 40 Mil HDPE barriers installed...L) 10. Retaining wall (boulder / concrete / timber / block) ...Lj 11. Final cover as per plan ...LJ *****Comments: ***** There was a lot of smearing on all sides of the holes. Asked Warren to fake sides (all) and bottom before continuing. CONTROL PANEL 1. Alarm &Pump are on separate circuits...U 2. Alarm sounds when float is tripped......U 3. Location of control panel: 4. Rated for exterior if placed outside...J Comments: Page 3 of 4 TOWN OF NORTH ANDOVER Office ol"(" 'OMMI.JNI'I'N' DEVFI.,OPMI'a;N'l,"' ANI) SERVIC."ES 0 HEAL"I'll DEPARTMENT Far a 400 OSGOOD S'YREET NOW141 ANI)OVER, MASSACARJSE]"I'S 01845 Susan l 'y. Sawyel% RF14S/RS 9'78.688.95z Phom Nitflic I lea4h Dh-ector 978A8.8476 FAX SYSTEM ELEVATIONS 1. Benchmark: 2. Rod at Benchmark: 3. Height of Instrument: INVERT ON DESIGN INVERT PLAN ELEVATION Building Sewer OUT 199.96 199.65 Septic Tank IN 199.75 199.24 Sep tic Tank OUT 199.50 198.98 Distribution Box IN 208.95 D-Box OUT Manifold 208.73 Lateral 1 HIGH 208.80 209.16 Lateral 1 Inv 208.71 208.69 Lateral 2 HIGH 207.20 207.54 Lateral 2 Inv 207.11 207.09 Lateral 3 HIGH 205.60 205.99 Lateral 3 Inv 205.51 205.53 Page 4 of 4 DelleChiaie, Pamela From: Grant, Michele Sent: Monday, November 28, 2005 10:59 AM To: DelleChiaie, Pamela; Sawyer, Susan; amcbrearty @millriverconsulting.com; info @millriverconsulting.com Subject: Just Communicating Good Morning Dan and Andy, 80 Patton Lane... Lots of notes... Tank is a monster- Its an H-40 - I could not get into the hole, it was so tight. At the bottom of the tank there was stone that looked more like rocks. I looked in Title and called Dan to get the correct information (3/4"and not larger than 1.5"). Called Warren to let him know, "Nothing larger than 1.5"stone. The hole at the bottom of Bed inspection was a nicely dug hole, however I did ask Warren to rake 'the sides of the hole because there was a huge amount smearing. I also told Warren that you would prefer to have the tank filled when you arrive. Qustions ????'s Please called me Thanks Michele 1