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Home My WebLink AboutMiscellaneous - 292 GRANVILLE LANE 4/30/2018 (3)t. CN 114 * "44 Q It 0 �L m a V) cc C) ;76 R o C> 0 o cr cc CL 0 0 > E 01.0 > > 0 > Z. I& ty 0 rn z � � L. 0. '0 -'T 'o, cc C-� m 00 R 0,0 oz- 0600 .0 'E' 1 r- 0 :, �: -a, E -, i 00 o & tb E 00 kf) Ln Is E u = - 8 2 E6 0 p> r Cc 9 0,1 0 �L m a V) cc C) ;76 R o C> 0 o cr cc CL 0 0 > E 01.0 > > 0 I& ty 0 rn z � � L. 0. '0 -'T 'o, cc C-� m 00 R 0,0 oz- 0600 .0 'E' 1 r- 0 :, �: -a, E -, i 00 o & tb E 00 kf) Ln Is E u = - 8 2 E6 0 p> r Cc 9 0,1 > a a 0 �L m a V) cc C) ;76 R cr cc CL 0 0 > E 01.0 > > 0 I& ty 0 rn '0 -'T 'o, C-� m 00 R 0,0 oz- 0600 .0 'E' 1 r- 0 :, �: -a, E -, i 00 o & tb E lei, Ln Is E u = - 8 2 E6 0 p> r Cc 9 0,1 > a a OrT C, In. 'i -c5 u '51 a - �: m C 'C') :a - 0 A (r, E !2 u - �: uo E U to oc ol) 'El to 0 �L m a V) cc C) ;76 R v It FF -7- %.7 'IT 0-4 0 as 0 0 on 1,4 40. > 40. a th C� Z .2 1 0 E o CD U o 00 > > > 2, (x", > a C4 N CIO cn u C, 0) C, C, C� C, 4 C? 1� l:? 91 z It :r It - C> C) r� 0 0 z Z > z o C> C*4 N N C:, 00 N C> It 0 < W. z CZ N C14 N 1:r r- C4 I? C? C? I? C, cn CD CD C> C> 0 U U lu 42 lu .2 .2 .2 C? > > u lu ` Town of North Andover Office of the Health Department Community Development and Services Division 27 Charles Street North Andover, Massachusetts 01845 Susan Y. Sawyer, REHS/ RS Public Health Director 978.688.9540 - Phone 978.688.9542 - Fax %_, A -J A- A -P IX J -j I A (-YFRTTTICArr(F OE C09Y"DrT� 0 9WE As of: October 20, 2004 This is to certify that the individualsu6sutface disposa[system repaired(',4) — (Fulf System by ' e Reiffy k at 292 Granviffe Lane Yorth-Andover, WA 01845 has been instafiedin accordance Tvith the provisions of Titfe V of the State Sanitary Code and with the YorthAndover(Boardqf%eafth regufations. The Issuance of this certfiCcate shall not be construed as a guarantee that the system will function satisfactorify. Susan T Sauyer ft6fic Ifealth Director BOARD OF APPEALS 688-9541 BUILDING 688-9545, CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 TOWN'OF NORTH ANDOVER S EWAGE DISPOSAL SYSTEM INSTALLATION CERTIFICATION The undersigned hereby certif N repaired; y that the Sewage Disposal System constructed; ..]by. Ke- e'l Jocated at 2� q 2- v.') I e Lv was installed in conformance with the North Andover Board of Health approved plan, System Design Permit.k_, plan dated with a design flow of - gallons per day. 'The materials used were. in conformance with those specified .on the approved plan; the system w'as-*installe ChIR 1-5 ,d.in accordance with the Provisions of 3 10 . .0001, 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: q 3 Final inspection date: jo - IS--O_y Installer: Engineer: Engineer Representative . A?e o7i L Engineer Representative Date: lo 0 R E C E I V 7-7) OCT 2 0 ?004 TOWN OF NORTH ANF)1-`,E:R HEALT:1 NEW ENGLAND ENGINEERING SERVICES INC October 15, 2004 Susan Sawyer North Andover Board of Health 27 Charles Street 0 North Andover, MA 0 1845 t Re: 292 Granville Lane, North Andover Septic System As -Built Dear Susan, r IF z_c' OCT 2 0 2004 TO\rm � f,U� [m ANDOVER - HEZ H DE�'ARTMENT The following Septic As -Built plans for the above referenced property are being submitted for approval and issuance of Certificate of Compliance. Enclosed are the following: 1. (3) Copies of the Septic System As -Built Plan. 2. (1) Form 3A — Certificate of Compliance Form. If you have any comments or questions please do not hesitate to contact this office. Sincerely, Steven E. Pouliot Project Manager 60 BEECHWOOD DRIVE - NORTH ANDOVER, MA 01845 - (978) 686-1768 - (888) 359-7645 - FAX (978) 685-1099 FINAL GRADE INSPECTION Date:— zo 7X7/le Address: Other: 10 U Page I of I 0 Dellechiaie, Pamela From: Dan Ottenheimer [info@miliriverconsulting.com] Sent: Monday, September 27, 2004 11:49 AM To: amcbrearty@miliriverconsulting.com; 'Pamela Dellechiaie'; Susan Sawyer Subject: construction inspections Sue and Pam, Attached please find construction inspection forms for 292 Granville ne and 100 Laconia Circle. No problems found at either site. - 4 Dan Daniel Ottenheimer, President Mill River Consulting Septic System Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsultinp,,com info millriverconsulting.co 9/27/2004 TOWN OF NORTH ANDOVER Th Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 27 CHARLES STREET 4r10 NORTH ANDOVER, MASSACHUSETTS 0 1845 C Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX ADDRESS: 292 Granville MAP: 1 06A LOT: 155 INSTALLER: Mike Reilly DESIGNER: NEES PLAN DATE: 10/14/2003 BOH APPROVAL DATE ON PLAN: DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: 9/24/2004 DATE OF FINAL GRADE INSPECTION: SELECT SYSTEM TYPE Pressure Distribution COMPONENT SUMMARY FROM PLAN GALLON TANK = 1500 LOADING OF SEPTIC TANK = H-10 GALLON PUMP CHAMBER = 1000 LOADING OF PUMP CHAMBER = H-10 TYPE OF SAS = Infiltrator Field DIMENSIONS AND DETAILS OF SAS: 70 Chambers SITE CONDITIONS ZExisting septic tank properly abandoned Dnternal plumbing all to one building sewer ZTopography not appreciably altered * Comments: Page 1 of 1 TOWN OF NORTH ANDOVER Tit Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 0 1845 C go Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX SEPTIC TANK Comments: PUMP CHAMBER Comments: F-1 Bottom of tank hole has 6" stone base E] Weep hole plugged Z 1500 gallon tank has been installed H-10loading 2 -Piece construction Z Water tightness 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 F-1 Bottom of tank hole has 6" stone base F Weep hole plugged Z 1000 gallon Pump Chamber installed H-10 loading Monolithic construction) Z Inlet tee installed, centered under access port H Pump(s) installed on stable base Z Alarm float working Z Pump On/Off float working Z Drain hole in pressure line Z 24" inch cover to within 6" of final grade installed over pump access port Z Water tightness of tank has been achieved Visual testing Z Hydraulic cement around inlet & outlet Page 2 of 2 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 27 CHARLES STREET Top NORTH ANDOVER, MASSACHUSETTS 0 1845 CHU Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX 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 F 3/4-1 Y2" double washed stone installed E] 1/8-1/2" (peastone) double washed stone installed F-1 laterals installed and ends connected to header (and vented if impervious material above) Orifices @ 5 & 7 o'clock positions Z Gravelless disposal systems: type, number and location as per plan Z Elevations of laterals installed as on approved plan F-1 40 Mil HDPE barrier installed F-1 Retaining wall (boulder / concrete / timber/ block) F-1 Final cover as per plan Comments: PRESSURE DISTRIBUTION Z 4 inch manifold Z 7 laterals installed with end sweeps size: 1.5" material: PVC Z Squirt test 3 ft in height Z Equal distribution to all laterals Z orifice size 1/4 inch as per plan Comments: CONTROLPANEL Z Alarm & Pump are on separate circuits Z Alarm sounds when float is tripped Z Location of control panel: Basement F-1 Rated for exterior if placed outside Comments: Page 3 of 3 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 27 CHARLES STREET np NORTH ANDOVER, MASSACHUSETTS 0 1845 C Susan Y. Sawyer, REHS/RS 978.688.9540 - Phone Public Health Director 978.688.9542 - FAX SYSTEM ELEVATIONS Benchmark: 100.00 Rod at Benchmark: 5.22 Height of Instrument: 105.22 INVERT ON DESIGN PLAN INVERT ELEVATION Building Sewer OUT 98.80 Septic Tank IN 98.20 98.05 Septic Tank OUT 97.95 97.83 Pump Chamber IN 97.90 97.74 Pump Chamber OUT 97-65 97.61 Infiltrator Chamber 102.48 102.57 / 102.58 TOP (Max/Min) 1.5" Lateral (Max/Min) 102.02 102.21 /102.17 Page 4 of 4 Dellechiaie, Pamela From: Andrew McBrearty [amcbrearty@millriverconsulting.com] Sent: Thursday, September 23, 2004 10:21 AM To: pdellechiaie@townofnorthandover.com Cc: 'Daniel Oftenheimer (E-mail)'; Sawyer, Susan Subject: Final Inspection - 100 Laconia Circle, 292 Granville Hi Pam, We have set up inspecti ns for 292 Granville d 100 Laconia for tomorrow morning (9/2E thanks, -andy Page I of I Dellechiaie, Pamela From: Pamela DelleChiaie [pdellechiaie@townofnorthandover.com] on behalf of Dellechiaie, Pamela Sent: Monday, September 20, 2004 11:47 AM To: 'Daniel Oftenheimer (E-mail)'; 'McBrearty Andrew (E-mail)' Cc: Sawyer, Susan Subject: FW: 292 Granville Lane Ready for Final Inspection according to Ben Osgood. Please schedule. Thank you. ----- Original Message ----- From: Pamela DelleChiaie [mailto:pdellechiaie@townofnorthandover.com] Sent: Monday, September 20, 2004 11:30 AM To: 'Daniel Ottenheimer (E-mail)'; 'McBrearty Andrew (E-mail)' Subject: FW: 292 Granville Lane ----- Original Message -7 --- From: Dan Ottenheimer [mailto:info@millriverconsulting.com] Sent: Thursday, March 11, 2004 2:37 PM To: Susan Sawyer; Brian LaGrasse; 'Pamela Dellechiaie' Subject: 292 Granville Lane Sue, Brian and Pam, Attached please find the plan approval for the septic design at 292 Granville Lane. The pressure distribution calculations are a slight bit off but should not be enough to cause any performance problems so we let it slide. Please be sure to obtain a signed maintenance agreement to check the pressure distribution system on a quarterly basis before issuing a Disposal Systems Construction Permit (see condition #3 in letter). Also note our continuing concern regarding lack of soils data on one end of the leach field. We generally recommend finding this information out when doing the site evaluation, but in this instance have indicated that we'll need to confirm soil depth at the time of construction. Dan IMill River >consuitin g< Daniel Ottenheimer, President Mill River Consulting Septic System Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsultinia.com info@millriverconsulting.com 9/20/2004 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES 0. HEALTH DEPARTMENT 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 0 1845 C U Susan Y. Sawyer, REHS/RS Public Health Director 978.688.9540 — Phone 978.688.9542 — FAX SEPTIC SYSTEM CONSTRUCTION NOTES ADDRESS: 292 Granville MAP: 106A LOT -155 INSTALLER: Mike Reilly DESIGNER: Richard Tangard PLAN DATE: 2/25/04 BOH APPROVAL DATE ON PLAN: 3/11/04 DATE OF BED BOTTOM INSPECTION: 9/1/04 DATE OF FINAL CONSTRUCTION INSPECTION: DATE OF FINAL GRADE INSPECTION: SELECT SYSTEM TYPE GRAVITY DISTRIBUTION PRESSURE DISTRIBUTION X Submitted an operation and maintenance agreement 7/28/04 for pressure dose PRESSURE DOSING HOLDING TANK ADVANCED TREATMENT OTHER COMPONENT SUMMARY FROM PLAN GALLON TANK= 1500 LOADING OF SEPTIC TANK = 440 GALLON PUMP CHAMBER = 1000 LOADING OF PUMP CHAMBER = TYPE OF SAS = —Infiltrators — DIMENSIONS AND DETAILS OF SAS: 23 x 43.75 SITE CONDITIONS Comments: 11 Existing septic tank properly abandoned El Internal plumbing all to one building sewer El Topography not appreciably altered Page 1 of 1 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 0 27 CHARLES STREET D C S NORTH ANDOVER, MASSACHUSETTS 0 1845 S Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX SEPTIC TANK Did not look in tanks yet 9/1/04 x Bottom of tank hole has 6" stone base Weep hole plugged gallon tank has been installed (H-10 or H-20) (monolithic or 2 piece) Water tightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) El Inlet tee installed, under access port El Outlet tee (gas baffle or effluent filter) installed, under access port inch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present El Hydraulic cement around inlet & outlet Comments: PUMP CHAMBER Comments: x Bottom of tank hole has 6" stone base 1i Weep hole plugged El gallon Pump Chamber installed (H-1 0 or H-20) (monolithic or 2 piece) El Inlet tee installed, under access port 1:1 Pump(s) installed on stable base 0 Alarm float working El Pump On/Off float working El Drain hole in pressure line inch cover to within 6" of final grade installed over one access port El Water tightness of tank has been achieved Visual or Vacuum Test or Water held for 24 hrs El Hydraulic cement around inlet & outlet Page 2 of 2 TOWN OF NORTH ANDOVER ORTH J'a, 6 Office of COMMUNITY DEVELOPMENT AND SERVICES 0 HEALTH DEPARTMENT 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 0 1845 C U Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX D -BOX Comments: SOIL ABSORPTION SYSTEM 0 El El Comments: PRESSURE DISTRIBUTION El El Comments: Installed on stable stone base Inlet tee (if pumped or >0.08'/foot) Hydraulic cement around inlet & outlets Observed even distribution Speed levelers provided (not required) Bottom of SAS excavated down to B soil layer, as provided on plan Size of SAS excavated as per plan Title 5 sand installed, if specified on plan 3/4-1 W 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 Elevations of laterals installed as on approved plan 40 Mil HDPE barrier installed Retaining wall (boulder / concrete / timber/ block) Final cover as per plan inch manifold laterals installed with end sweeps size: material: Squirt test ft in height Equal distribution to all laterals orifice size inch as per plan Page 3 of 3 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 27 CHARLES STREET 4T.0 NORTH ANDOVER, MASSACHUSETTS 0 1845 S CAU Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX CONTROLPANEL El Alarm & Pump are on separate circuits El Alarm sounds when float is tripped 11 Location of control panel: El Rated for exterior if placed outside Comments: SYSTEM ELEVATIONS Benchmark: Rod at Benchmark: Height of Instrument: INVERT ON DESIGN PLAN ELEV TOP OF PIPE INVERT ELEVATION Building Sewer OUT Septic Tank IN Septic Tank OUT Pump Chamber IN Pump Chamber OUT Distribution Box IN D -Box OUT Manifold Lateral 1 HIGH Lateral 1 LOW Lateral 2 HIGH Lateral 2 LOW Lateral 3 HIGH Lateral 3 LOW Lateral 4 HIGH Lateral 4 LOW Lateral 5 HIGH Lateral 5 LOW Page 4 of 4 Town of Nowth Andover Health,Department 7 lrazlo Location: 04 /-(-N (Indicate Address, if Residential, or Name of BusineAk Check #: Tvpe of Permit or License: (Circle) > Animal $ > Dumpster $ > Food Service - Type. $ > Funeral Directors $ > Massage Establishment $ > Massage Practice $ > Offal (Septic) Hauler $ > Recreational Camp > SEPTIC PERMITS: El Septic - Soil Testing $ L) Septic - Design Approval $ • 4&V"tic Disposal Works Construction (DWC) $ • Septic Disposal Works Installers (DWI) $ > Sun tanning > Swimming Pool > Tobacco $ > Trash/Solid Waste Hauler $- > Well Construction $ > OTHER: (Indicate) 136 Health Agent Initials White - Applicant Yellow - Health Pink - Treasurer 4 IT , 29 7C .4- /,/ Z -'s c- 4 / TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01.845 CHU Susan Y. Sawyer, REHS/RS Public Health Director 978.688.9540 — Phone 978.688.9542 — FAX healthdept@townofnorthandover.com www.townofnorthandover.com APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT DATE: 7)—e;) -0�t LOCATION: LICENSED INSTALLER NAME: PLEASE PRINT 0 SIGNATURE: TELEPHONE# � CHECK ONE: FULL SYSTEM REPAIR: COMPONENT REPAIR (indicate what parts): * NEW CONSTRUCTION: * If NEW CONSTRUCTION, please attach the Foundation As -Built Plan. $250.00 Fee Attached? Yes No Project Manager Obligation From Attached? Yes No Foundation As -Built? Floor Plans f ies INU X 14�;rl Approval of Health Agent Date: Yes No INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction of the septic system for the property at !,2c(Z Grt^i�Al -s I relative to the application 9, of_FP,?,t'A\1 dated for plans by E_fl4\qE(— dated ('C_1 1�� 2M'Xith revisions dated . I I understand the following obligations for management of this project: I . As the installer I am obligated to obtain all permits and Board of Health approved plans prior to 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 manger, 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 Tile 5 and the Board of Health Regulations may result in a $50.00 fine being levied against my company. a) Bottom of Bed - generally first inspection unless there is a retaining wall which should be done first. Installer must request the inspection but does not have to be present. b) Final inspection — Engineer must first do their inspection for elevations, ties, etc. As -built or verbal OK from engineer must be submitted to Board of Health, after which installer calls for inspection time. Installer must be present for this inspection. With 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. Does not have to be on site. 4. As the installer I understand that only I may perform the work (other than simple excavation) required to complete the installation of the system identified in the attached application for installation. I further understand that work 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 plans. No instructions by the homeowner, general contractor, or any other persons shall absolve me of this obligation. Undersigned Licensed Septic Installer Date: Disposal Works Construction Par �It 4t fiA I V Va 12 on, it r A, w" ... ..... . ... ... .... . wt, ii,q 4, 'Z;r A lo R"A s'4; '7C," ti, % 21� If - I oo� -J� C X % it. . .... . R 41t, ij� 7 n !,m, 'Tr" �it _41 47 it 1�7 YVI� � 39- 1 tt�', _64 . ..... �61 lo _77 All It' �Ai 4, lk It 7. ti. T t 1 k,., ve zi, w, i �,` - Z'4 AV f V 'n lir " 46. X Lv p"y" it, Ilk 4 N.i, P; i,� ", - I ", ". I . .. . _ -,-111,j, '"' , � . �77 j 4tOp". A tl "o, W.;"i R lip 7 wit, 7 Lid L - �.kcr� Jill Ito' Z,77; T! I 1 a I�A U ST 'P -r f4er 41 lei o. A f,,, & g -b � iAe N t-T�A FROM: Awc> NORTH ANDOVER, 14ASs. bc 19e=,t BOARD OF HEALTH DESIGN ENGINEER Re: Soil Absorption Sewage Disposal System This is to certify that I have inspected the construction materials of said disposal,system at L-0 T 9 A, & f- A P4 -� k LL -r- Lill - Site Location North Andover, Mass. The grades and construction materials are as specified in my plans and specifications dated V&e- - Q�> 19-79 and 'DePT-- 19 '� I - 7 T— 1, /- /') 7) Reg. Prof. Engineer7Reg. Sanitarian Board o�, Health North- �`j . I \ 4 An OVED__ DATE FAIL OK SFMC SYSTEM INZALLANION COCK LIST Reas—Dast LOT 1. Distance To: aq Wetlands b. Drains 0. Well 2. Water Line Location j-. No PVC Pipe 4. Septic Tank= -- a. -Tess w -Length & To Clean Out Covers b. Cement Pipe to Tank - On Both Sides of Tank 5. Distribution Box a. Covers & Box - No Cracks b, All Lines Flowing zquA Amounts No Back Flow 6. Leach Fi d or Trench a. Dimensions b, Stone Depth c. Capped.End—s d. Clem Double Washed Stone 7. Leach Pits a. Dimansi 'P'50' b., Stonveepth c: _<as,h Pads d I _ ;eCement Pipe to Pi t Both Sides .;.***'Cle,an Doul5le Washed Stone 8. No Garbage Disposal 9. Final Grading Inspection 10. Barricading Covered System 11. As Built Submitted a, Lot location b. Dimensions of System c. Location with Regard -to Pere Test d. Elevations so' Water Table Andover,,Mass APPROVED Providedt Title'V Reg 2.5 Reg 6 Reg 10. 2 Reg 10.4 DATE K. A SUBSURFACE- -DISPOSAL DEM(W Cl=]K LIST DISAPPROM DATE Reasons: W, LOT # 3 /J.T�e bmitted plan must show as a minim=: Z to be served -area dimensions lot # e ,abutters localtiol and log deep observation 088 -distance to ties location and results Pereolation tests -distance to ties e design calculations & calculations 'showing required 1 cation and dimensions of system_including reserve aeaaching existing and Proposed contours re 9). location any wet areas within loot of sewage disposal system (h- disclaimer -check wetlands mapping surface and subsurface drains , system or disclaimer aithin 100, of sewage disposal (i) location any drainage eavements within 1001 of sevage disposa: system or disclaimer -Planning Board files knOva sources of water suPP1Y 'within 2001 of sewage disposal k) system or disclaimer location Of 8107 Proposed smil to serve lot_3.00, from leaching 1) location of water lines on property -lot from leaching facilitj location of benchmark driveways garbage disposals no PVC to be used in construction (q) profile of Mtem-elevatiOns of basement.$ plumb., pipe,, septic distribution box inlets and outletej distribution field piping bther elevations Maximum ground water elevation in area sewage disposal system (S) plan must be prepared by a Professional Ragineer or other professional authorized by law to prepare such plans §e t -,ft ptic Tanic., ,a capacitjes---_j50% of flow.. VI access., pumping water table.. tees.9 depth of tees. cleanout C) 101 from cellar wall or inground. sviradng pool d) 251 from subsurface drains 11 Distribution Boxes i6 slo-pe greater 0.08 b) EUV or facilit) tank, and Reg 15,1 15.4 15.8 3.7 Reg 14.1 14.3 14-4 14.6 14.7 14.10 Reg 9. 1 1 9.6 FAIL I M Leacsang-Pits Leaching pits are preferred where the installation is possible ,'a) calculations of leaching area-minimm 500 aq ft �b) spacing drainag d�surface e 2% cover ma rial 'e) I'x2Ix4"/qplash pad te e at bow 9) no ��ds in pipe from d -box to pipe / Lea FX Fields a no greater than 20 minutes/inch b area -minimum goo sq ft bi construction of field surface drainage 2 % 20t from cellar vall or inground sdodng pool a) c c La Ons Of -leaching area -Min 5bO aq ft al ula in ons cti LLY b� spacin - /ft nin 6 ft with reserve between c dimen - d) cons ction 0) Sto f) su ace drainge 2% a) —S �)" �-- t- o b 9 s h o T4 n) lop b) 7/X X A�d = (to be shown) a) iWval b) sW-by power Stamp bQEh pages with providernumber and full mailing address PRCVIDER NUMBER Report to: F NAME NO,STREET 7 I I L TELEPHONE NO. PRESS FIRMLY Remarks: NO, Op*eration, A Maintenance Service Contrad for Pressure Distribution Soil Absorp'tion System Date-. 'S01 Z_)�aooq Customer: To � " LA -f (,0;C, V Madling Address; Rq0j L,,t,, x1r1k Avljo-.Jer,,j�,AA Silo: r4 -k 'AIJ.'jor- . Pll I AA RECEIVED JUL 2 8 2004 TOWN OF I HEALTH -e Dis bu t Di' sal Wis Company a &rots to provide serviot find mMatenanco for the Prtssul tri tion . tspo Field at tho aloove referenced address. The folloWir.& malintenance and servir.. schedule is -proposed for the voxt (2) two years of operation commencing upon the date ofCertificatt of Complitrim receipt of the signed con-vact and the annual cost in full. Cost; . 4 visits per y= at S -151 Per visit Scheduled Annual Service: -(Note: all covets and access pons; must be to gmde to allow for maintenanco.) 1.1 Check sludge and scum depth and cl= the effluent filter in the 1500 gallou sepfic unk. I Cho* p=1 and alaim system. 3. Check qj"r pump and float vWitches in the Pump Charnbcr. 4. Check d7tsW pressure and compare with des!LM plan. 5. Clean and flush laterals as n--cossary.. 6. Notily client verbally of any problems encountered 7. Notify'MMD: Board of Heahh and owner within i4 hours of s, system failure or alarmwent vith corre�Qtivc Itction taken. Unscheduled servne. -d a 1. Uuscheduled cmergency serice calls will bo bill, t the followinghourly rate,, Menday through Friday 7 am— 5 prw. Motiday through Friday 5 pm — 7 am- * 150 /14(t Saturday and Sunday With a ruittimum 2 hour charge. In ic=rdancewith tJ-MT> Board of Hcalth. Rules and Regulations, quUtedy inspection reports will be suba�tttcd to the Board of Health. A tance b AcceptaAce by Inspector; f TOWN OF NORTH ANDOVER HEALTH DEPARTMENT 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 Susan Y. Sawyer, REHS/RS Public Health Director 978.688.9540 — Phone 978.688.9542 — Fax healthdept@townofnorthandover.com www.townofnorthandover.com FAX LIP Benjamin C. Osgood, Jr., EIT From: Pamela To: NEW ENGLAND ENGIN EERING SERVICES, INC. 60 Beechwood Drive North Andover, MA 01845 Fax: 978-685-1099 Pages: Affo Phone: 978-686-1768 Date: 1014,1 Septic Plan Response CC: File Re: 11 Urgent x For Review 11 Please Comment 11 Please Reply 0 Please Recycle 0 Comments: Attached is the response from the Health Agent regarding Septic Plans for the following property: A copy has also been mailed to the homeowner. Please call 978-688-9540 for assistance with any questions. Thank you. Cc: File 'A TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 0 1845 Susan T. Sawyer 978.688.9540 — Phone Health Director 978.688.9542 — FAX March 11, 2004 John Vellante 292 Granville Lane North Andover, MA 0 1845 RE: Subsurface Sewage Disposal System Plan for 292 Granville Lane, Map 106A, Lot 155, North Andover, Massachusetts Dear Mr. Vellante, The North Andover Board of Health has completed review of the septic system design plans for the above referenced property submitted on your behalf by New England Engineering Services dated October 14, 2003 (Last Rev. February 25, 2004) and received by this office on March 3, 2004. The design has been approved for use in the construction of a replacement onsite septic system. This approval is valid for three years from the date of this letter and during this time a licensed septic system installer must obtain a permit and complete this work, and a Certificate of Compliance must be endorsed by the installer, designer and the Town of North Andover. The time period for which this plan is valid is reduced to two years from the date of a septic system inspection which did not meet the acceptable criteria in the state regulations. The time period for which this plan is valid may be reduced by the North Andover Board of Health in the event an imminent health problem such as sewage backup into the dwelling is occurring. This approval is subject to the following conditions: I 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(l)). 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. Because this is septic system incorporates pressure distribution of the wastewater, you will need to submit a signed maintenance ageement with a licensed party skilled in such maintenance. The agreement must provide for quarterly inspections with copies of reports being sent to our office, and have a minimum duration of two -years as required in 3 10 CMR 15.252(2)(d). 4. During the time of construction, confirmation of the availability of suitable soil on the Western edge of the soil absorption system will need to occur. If soil conditions are found to be different as provided for on the design plan, work shall cease and the construction permit shall be void. 5. The plan calls for installation of a septic tank effluent filter but does not provide for a specified brand. Please be advised that only certain brands of filters are permitted for use in Massachusetts and each is required to follow certain approval criteria. Your designer or installer should work with you to assure a licensed brand is selected for use. Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health Department may be reached at 978-688-9540 with any questions you might have. Sincerely,j S Y. Sawyer, RS, Health Director encl: List of licensed septic system installers cc: New England Engineering Services file Page I of I DelleChiaie, Pamela From: Dan Oftenheimer [info@miliriverconsulting.com] Sent: Thursday, March 11, 2004 2:37 PM To: Susan Sawyer; Brian LaGrasse; 'Pamela Dellechiaie' Subject: 292 Granville Lane Sue, Brian and Pam, Attached please find the plan approval for the septic design at 292 Granville Lane. The pressure distribution calculations are a slight bit off but should not be enough to cause any performance problems so we let it slide. Please be sure to obtain a signed maintenance agreement to check the pressure distribution system on a quarterly basis before issuing a Disposal Systems Construction Permit (see condition #3 in letter). Also note our continuing concern regarding lack of soils data on one end of the leach field. We generally recommend finding this information out when doing the site evaluation, but in this instance have indicated that we'll need to confirm soil depth at the time of construction. Dan Fx] Daniel Ottenheimer, President Mill River Consulting Septic System Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 -www.millriverconsulting.com info@millriverconsultina.-com 3/11/2004 I TOWN OF NORTH ANDOVER/ Jelf BOARD OF HEALTH Location Permit Food Service $ Retail Food $ Limited Retail $ Seasonal $ Disposal Works Installers $ Disposal Works Construction $ Soil Testing $ Design Approval Permit.,x $ DUMPster Permit $ Burial Permit $ Swimming Pool Permit $ Animal Permit $ Recreational Camp Permit $ Well Construction Permit $ Funeral Directors Permit $ Massage Establishment License $ Massage Practice License $ Suntanning Establishment $ offal/Trash Hauler $ Other $ Health Agent White - Applicant Yellow - Dept. Pink - Treasurer op— slev ........... ................................................................. -A r(1J1q11p_ saw�et 0� Nvaovev BOOS stTed 292 GO bovc cX0,tecl kbe a -T I . V911,91'aO ,, of �vj suso- c S�Stem the comme, Tessiffe closea SOW O'exavess the P10"R of the 1p aTe 5 sets 0 cle to jOVXO*VV% &4%11 �CS�11111T 'lose cwaages -aac tile bee Ot a ae�1911 ,Bvvc �:k caas The AIN, SIP, IS s� stein to _?Uc, otev. �fjecx to ebTO TCSSJTC s sjip-pyle t TeSAIlts is c dt "ases 0, 10 e volsbee r colac aaa cl-as 't wa ;ivre . Iacxe avv tvala"s ovice aashe of ktic � ecx to VLT CX to t ThIs r�Wls SpTe N COO mo(�01 beevl 'aaae S�S,kem- � b"IR - WON OTCO� Aba� bOS C SC'Pk,C av�a inatu tile Jatev cost d a ktaowAce- 2. he jovee !n�ojX bCXO* vef ibe tar-, 3 the MaTI, te 'hesito, ShOW eVC10 sea to Co. to Cola .-fee Of 5 .00 's aovok �t:jovvs 'Please covl, sac C_ c S?00 0, INN - j()99 ,.jroA5 OA S45 ,t4o �n_vvi 000 �AIESSURE_ D"S-TR' RUT-11DIrk DES IGN SPREADSHEET 2412 60-iZAV V I i. L IF L- A " 6 - Fill in the shaded areas, revise as needed DESIGN FLOW (in gallons/day)? E evation of the PUMP OFF SWITCH, in feet? E:evation of the upper LATERAL, in feet? DELIVERY PIPE distance, from pump to manifold, in feet? DELIVERY PIPE diameter, in inches (ff not Z --use Z'min)? Design DISTAL PRESSURE, in feet Cd not 2.5)? (tid) IS MANIFOLD CENTER -FED & SYMETRICAL (yes or no)? How many orifices in the MANIFOLD? MANIFOLD ORIFICE diameter, in inches Cif not 5/16") MANIFOLD DIAMETER (if not Z' -use Z'min)? TOTAL LENGTH OF MANIFOLD Does MANIFOLD drain to FIELD after dose (yes or no)? How many LATERALS? Pumping chamber weep hole size (usually .25'� PROGRAM WILL CALCULATE UP TO 26 LATERALS AND UP TO 50 Your HIGHEST elevation lateral MUST be LATERAL 1: (first orifice from lateral 1/2 of ortfice spacing) Length of each LATERAL, in feet? Diameter of each LATERAL, in inches (1.5" min)? Elevation of each LATERAL, in feet? Number of ORIFICES per lateral Distance from Manifold to closest Orifice, in feet ORIFICE SPACING, in feet Diameter of ORIFICES, in inches? (D) Square feet of leachfield per laterals (can ignore) Maximum number of orifices in any one lateral Minimum lateral diameter 94.31 102.02 0.25 3 0 IF FORCE MAIN DOES NOT DRAIN Lateral 1: Lateral 2: Lateral 3: Lateral 4: Lateral 5: Lateral 6: Lateral 7: 40.25 40.25 40.25 40.25 40.25 40.25 40.25 1.5 1.5 1.5 1.5 1.5 1.5 1.5 102.02 102.02 102.02 102.02 102.02 102.02 102.02 10 10 10 10 10 10 10 2.25 2.25 2.25 2.25 2.25 2.25 2.25 4.25 4.25 4.25 4.25 4.25 4.25 4.25 0.25 0.25 O�25 0.25 0.25 0.25 0.25 1.5 -d Error Sped Error Spec ng j -.ng Error opaclng Error Spacing Error FRICTION CALCULATIONS (using Hazen Williams 3.55Qrn/Ch(Dd-2.63)))-l.85) PRESSURE CALCULATIONS (using orifice dischage equation Q=1 1.79 D'12 hdA.5 LATERAL DISCHAGE (first appro)dmation) Lateral 1: Lateral 2: Lateral 3: Lateral 4: Lateral 5: Lateral 6: Lateral 7, 12.76 MANIFOLD ORIFICE DISCHARGE 12.76 12.76 12.76 12.76 1.28 12.76 12.76 TOTAL SYSTEM DISCHAGE (first approximation) 90.62 TOTAL DISCHARGE PER LATERAL 12.80 12.80 12.80 12.80 12.80 12.80 12.80 DISCHARGE PER SQUARE FOOT OF LEACHFIELD #DIV/O! #DIV/O! #DIV/O! #DIV10! #DIV/O! #DIV10! #DIV10! ORIFICE MAXIMUM DISCHARGE BY LATERAL 1.29 1.29 1.29 1.29 1.29 1.29 1.29 ORIFICE MINIMUM DISCHARGE BY LATERAL 1.28 1.28 1.28 1.28 1.28 1.28 1.20 ORIFICE % DIFFERENCE DISCHARGE within LATERAL 0.90/0 0.90/0 0.9% 0.90/0 0.99l, 0.91/o 0.9% MAXIMUM DISCHARGE LATERAL 12.80 MINIMUM DISCHARGE LATERAL 12.80 MAXIMUM DISCHARGE PER SQUARE FOOT #DIV10! MINIMUM DISCHARGE PER SQUARE FOOT #DIV/0! • DIFFERENCE DISCHARGE for SYSTEM by orifice 0.9% as percent of maximum orifice in system • DIFFERENCE DISCHARGE for SYSTEM by laterals 0.0% as percent of maximum lateral in system % DIFFERENCE DISCHARGE for SYSTEM by square feet as percent of maximum square foot in system WEEP HOLE DISCHARGE (usually a 1/4!'weep hole) 2.20 weep hole= 0.25 inch VOID VOLUME IN DELIVERY PIPE 6.61 VOID VOLUME IN MANIFOLD 7.34 VOID VOLUME IN EACH LATERAL 3.69 3.69 3.69 3.69 3.69 3.69 3.69 TOTAL LATERAL VOID VOLUME 25.86 MINIMUM DOSE VOLUME (based on void volume) 129.31 to 258.63 MIN ACTUAL MINIMUM IS BASED ON DAILY DESIGN FLOW (weep hole, usually 1/4", not counted for dose, effluent is repumped during process and not counted for friction, except as fitting headloss) TOTAL HEAD LOSS IN EACH LATERAL 0.30 0.30 0.30 0.30 0.30 0.30 0.30 MAXIMUM TOTAL LATERAL HEADLOSS IN SYSTEM 0.30 MANIFOLD HEADLOSS (center -fed unless manifold design) 0.11 DELIVERY PIPE HEADLOSS 0.35 w/ delivery 3 inch diameter FITTING LOSS (headloss *.15) 0.45 add extra head if fittings are more than absolute rninimum DISTAL PRESSURE HEAD 3.00 STATIC HEAD (OFF -SWITCH TO HIGH LATERAUMANIFOLD) 7.71 HEADLOSS PUMP TO WEEPHOLE (assume �Y run) 0.06 .Pu&fp , IfllST&E�Asj.E Aft,, 0 ol 7-OPASSSOL'DSAT �1.3-dist,31 lead) '93.11 0 �p .41 0 93. 11 G p .44. 11,98 Fi��iEFTOP/qz4o 15-06 FE�r Op HEA70 GPA# — heact. rW heac, -is sum Ofs is staUc he '1!k�L I 10,111, NEW ENGLAND ENGINEERING SERVICES . INC Susan Sawyer North Andover Board of Health 27 Charles Street North Andover, MA 0 1845 Re: 292 Granville Lane, Septic system design Dear Susan: I Wlk I March 17, 2004 Enclosed are revised dosing calculations for the septic system design at the above referenced property. A small discrepancy between the design plans and the calculations was pointed out by Mill River Consulting. The discrepancy has been corrected on this set of calculations. A copy of these calculations has already been provided to Mill River Consulting. If you have any questions please do not hesitate to contact this office. Sincerely, Benjamin C. Osgood, Jr., EIT President 60 BEECHWOOD DRIVE - NORTH ANDOVER, MA 01845 - (978) 686-1768 - (888) 359-7645 - FAX (978) 685-1099 Fill in the shaded areas, revise as needed IF ER DESIGN FLOW (in gallons/day)? Elevation of the PUMP OFF SWITCH, in feet? Elevation of the upper LATERAL, in feet? DELIVERY PIPE distance, from pump to manifold, in feet? DELIVERY PIPE diameter, in inches i(if not 2" -use 2" min)? Design DISTAL PRESSURE, in fed (d not 2.5)? (hd) IS MANIFOLD CENTER -FED & SYMETRICAL. (yes or no)? yes How many orifices in the MANIFOLD? MANIFOLD ORIFICE diameter, in inches (d not 5116') MANIFOLD DIAMETER (d not 2" -use 2" min)? TOTAL LENGTH OF MANIFOLD Does MANIFOLD drain to FIELD after dose (yes or no)? no How many LATERALS? Pumping chamber weep hole size (usually .26) PROGRAM WILL CALCULATE UP To 26 LATERALS AND UP TO 50 ORIFICES Your HIGHEST elevation lateral MUST be LATERAL 1: (first orifice from lateral 1/2 of orifice spacing) Length of each LATERAL, In feet? Diameter of each LATERAL, in inches (1.5" min)? Elevation of each LATERAL, in feet? Number of ORIFICES per lateral Distance from Manifold to closest Orifice, in feet ORIFICE SPACING, in feet Diarrieter of ORIFICES, in inches? (D) Square feet of leachfield per laterals (can ignore) . Ma)drrium number of orifices in any one lateral 94.31 102.02 11 5 0.25 4 4 0 IF FORCE MAIN DOES NOT DRAIN 1 : Lateral 2: Lateral 3: Lateral 4: Lateral 5: Lateral 6: Lateral 7: 40.25 40.25 40.25 40�25 40.25 40.25 40�25 1.5 1.5 1.5 1.5 1.5 1.5 1.5 102.02 102-02 102-02 102.02 102.02 102.02 102.02 10 10 10 10 10 10 10 2.25 2.25 2.25 2.25. 2.25 2.25 2.25 4.25 4.25 425 4.25 4.25 4.25 4.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 Minirmm lateral diameter 1.5 Spacing Error Spacing Error Spacing Error Spacing Error Spacing Error Spacing Effor FRICTION CALCL)LATIONS (using Hazen Williams friction ft= Ld((3.55Qm1ChP&2.63)))A1.85) PRESSURE CALCULATIONS (using orifice dischage equation Q=1 1.79 DA2 hdA.5 Lateral 1: Lateral 2: Lateral 3: Lateral 4: Lateral 5: Lateral 6: Lateral 7: LATERAL DISCHAGE (first appro)dmation) 12.76 12.76 12.76 12.76 12.76 12.76 12.76 MANIFOLD ORIFICE DISCHARGE 1.28 TOTAL SYSTEM DISCHAGE (first approidmation) 90.62 TOTAL DISCHARGE PER LATERAL DISCHARGE PER SQUARE FOOT OF LEACHFIELD ORIFICE MAXIMUM DISCHARGE BY LATERAL ORIFICE MINIMUM DISCHARGE BY LATERAL ORIFICE % DIFFERENCE DISCHARGE within LATERAL MAXIMUM DISCHARGE LATERAL MINIMUM DISCHARGE LATERAL MAXIMUM DISCHARGE PER SQUARE FOOT MINIMUM DISCHARGE PER SQUARE FOOT • DIFFERENCE DISCHARGE for SYSTEM by orifice • DIFFERENCE DISCHARGE for SYSTEM by laterals • DIFFERENCE DISCHARGE for SYSTEM by square feet WEEP HOLE DISCHARGE (usually a 1/4"weep hole) VOID VOLUME IN DEUVERY PIPE VOID VOLLNE IN MANIFOLD VOID VOLUME IN EACH LATERAL TOTAL LATERAL VOID VOLUME 12.80 . 12.80 12.80 12.80 12.80 12.80 '12.80 #DIVIOf #DIV/O! #DIV/O! #DIV/O! #DIVIOI #DIVIO! #DIV/01 1.29 1.29 1.29 1.29 1.29 129 1.29 1.28 1.28 1.28 1.28 128 1.28 1128 0.9% 0.9% 0.9% 0.9% 0.9% 0.9% 0.9% 12.80 12.80 #DIV/01 #DIV/01 0.9% as percent of mayjmum orifice in system 0.0% as percent of ma)dmum lateral in system as percent of ma)dmum square foot in system 2.19 weep hole= 0.25 inch 6.61 13.06 3.69 3.69 3.69 3.69 3.69 3.69 3.69 25.86 MINIMUM DOSE VOLUME (based on void volume) 129.31 to 258.63 MIN ACTUAL MINIMUM IS BASED ON DAILY DESIGN FLOW (weep hole, usually 11,C, not counted for dose, effluent is repumped during process and not counted for friction, except as fitting headoss) TOTAL HEAD LOSS IN EACH LATERAL MAXIMUM TOTAL LATERAL HEADLOSS IN SYSTEM MANIFOLD HEADLOSS (center -fed unless manifold design) DELIVERY PIPE HEADLOSS FITTING LOSS (headloss *.15) DISTAL PRESSURE HEAD STATIC HEAD (OFF -SWITCH TO HIGH LATERAUMANIFOLD) HEADLOSS PUMP TO WEEPHOLE (assume 3� run) 0.30 0.30 0.30 0.30 0.30 0.30 0.30 0.03 0.35 wif delivery 3 inch diameter 0.45 add e)dra head if fittings are more than absolute minimurn 3.00 7.71 0.06 0.30 c PUMP MUST BE ABLE TO PASS SOLIDS AT or Aft, OTIS (network losses =1.3*distal head) 93.10 G.P.M 93-10 G.P.M. 11.90 FEET OF HEAD 15.06 FEET OF HEAD GPM = al hdaral head is :tin of s he -ad is tatic he a TOWN OF NORTH ANDOVER 400' BOARD OF HEALTH Location Permit 4� Food Service $ Retail Food Limited Reta $ Seasonal $ Disposal Works Insta e $ Disposal Works Constr n Soil Testing Design Approval P mit Dumpster Permit Burial Permit Swimming Pool Permit $ Animal Perm' $ INA Recreation 1 Camp Permit Well Construction Permit Funeral Directors Permi Massage Establishment License Massage Practice License Suntanning Establishment $ offal/Trash Hauler $ Other Health Agent White - Applicant Yellow - Dept.. Pink - Treasurer W Town of North Andover, Massachusetts Form No.3 BOARD OF HEALTH DISPOSAL WORKS CONSTRUCTION PERMIT Applicant ze�o' NAME Site Location—��r�'� �72ii-�41 ADDRESS I LLEPH Permission is hereby granted to Construct ( ) or Repair ( LY-9-n—Individual Soil Absorption Sewage Disposal System as shown on the Design Approval S.S. No.. 130AR AIRMAN,BOAR OFHEALTH Fee D.W.C. No. Well construction Permit $ Funeral Directors Permit $ Massage Establishment License $ Massage Practice License $ Suntanning Establishment $ offal/Trash Hauler $ Other $ 7 6 41 Health Agent �%rhite - Applicant Yellow - Dept. Pink - Treasurer No No No Date:.. 547�'16 �— 31 9 TOWN OF NORTH ANDOVER,/ BOARD OF HEALTH Location ev, Permit Food Service $ Retail Food $ Limited Retail $ Seasonal $ Disposal Works Installers $ Disposal Works Construction 4,$ Soil Testing $ Design Approval Permit $ Dumpster Permit $ Burial Permit $ Swimming Pool Permit $ Animal Permit $ Recreational Camp Permit $ Well Construction Permit $ Funeral Directors Permit $ Massage Establishment License $ Massage Practice License $ Suntanning Establishment $ Offal/Trash Hauler $ Other $ Health Agent White Applicant Yellow - Dept. Pink - Treasurer APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT DATE: CURRENT INSTALLER'S LICENSE# LOCATION: 4v. LICENSED INS SIGNATURE: -7 TELEPHONE# CHECK ONE: REPAIR: NEW CONSTRUCTION: IF NE� STRUCTION,)kl ATTACH FOUNDATION AS -BUILT. $+-is� Fee Attached? Foundation As -built? A rative Use Only YeS7 No Yes No Floor plans on file? Yes No Approva 17,-, - e� Date: INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the NorthAndover licensed installer for the construction of the septic system for the property at ; 7'\ a t "'a V'_ & Welative to the application ofld�lz-�iX;dated for plans by dated — with revisions dated . ' I understand the following obligations for management of this project: and 1. As the installer I am obligated to call for any and all inspections. If homeowner, contractor, project manger, or any other person not associated with my company schedules an inspection and the system is not ready then item two shall be applicable. 2. 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 Tile 5 and the Board of Health Regulations may result in a $50.00 fine being levied against my company. a) Bottom of Bed - generally first inspection unless there is a retaining wall which should be done first. Install!rre-must request the inspection but does not have to be present. b) Final inspe-ction — Engineer must first do their inspection for elevations, ties, etc. As -built or verbal 0K from engineer must be submitted to Board of Health, after which installer calls for inspection time. Installer must be present for this inspection. With pump system all electrical work must be ready and able to cause pump to work and alann to function. c) Final Grade — Installer must request inspection when all gradifig is complete. Does not have to be on site. I 3. As the installer I understand that persons or companies not associated with my company may not perform the work required by my company to ' complete the installation of the system identified in the attached application for installation. I further understand that work 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 in the Town of North Andover plus significant fines to all persons involved. 4. 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. d) Installation of tank,- D -box, pipes, stone, vent, pump chamber, retaining wall and other components. 5. As the installer I understand that I am solely responsible for the installation of the system 'as per the approved plans. No instructions by the homeowner, general contractor, or any other persons shall absolve me of this obligation. Unders* e icensed Septic Installer Date: 6;X_ .0, Disposal Works Construction Permit # RTH ANDOVIE XOWN ,7o BOARD OF H AXLTH Location 4�_ Permit # Food Service $ Retail7Food $ Limited Retail Seasonal $ Disposal Works Installers $ Disposal Works Construction $ Soil Testing $ Design Approval Permit Dumpster Permit $ Burial Permit $ swimming Pool Permit $ Animal Permit $ Recreational Camp Permit $ Well Construction Permit $ Funeral Directors Permit $ Massage Establishment License $ Massage Practice License $ Suntanning Establishment $ Offal/Trash Hauler $ Other $ 7 �U' 8 Health Agent White - Applicant Yellow - Dept. Pink - Treasurer 2TIC PLAN SUBMITTALS LOCATION: 919;?, ��e-r—nzdk - 2,C—S-- Map&Parcel 1115� NEW PLANS: �S $225.00/Plan Check #: REVISED PLANS: YES $ 60.00/Plan Check #: S ITE EVALUATION FORMS INCLUDED: NO LOCAL UPGRADE FORM INCLUDED: YES (�26D DATE: t011-7103,. DATE TO CONSULTANT: DESIGN ENGINEER: Telephone#: -^/7b-&S6-/76 When the submission is complete (including check), date stamp plans, COPY for Conservation, and place in existing file with green Design Approval form. 0 /0 /C 0 /0' J NEW ENGLAND ENGINEERING SERVICES INC October 17, 2003 To �T� ,WN OF NO, I North Andover Board of Health 130,APO OF HUEr'i 27 Charles Street North Andover, MA 0 1845 OCT* Re: 292 Granville Lane, North Andover, Septic system design LL�Z.0-11 " Dear Sir or Madam: Enclosed are the following documents concerning the above referenced property. 1. 5 copies of septic system design plans, one with an original stamp. 2. Application for approval. 3. Soil evaluator sheets. 4. Check to cover the approval fee. If you have any comments or questions please do not hesitate to contact this office. Sincerely, Benjamin C. Osgood, V., EIT President 60 BEECHWOOD DRIVE - NORTH ANDOVER, MA 01845 - (978) 686-1768 - (888) 359-7645 - FAX (978) 685-1099 No. rkt:IL Ul FOMI 11 . SOIL EVALUATOR FORM Page I of 3 Date,/,�/do_ Com,ponwealth of Massachusetts A/,O, // Massachusetts S ii it A it S W imosal /Date; Performed By: ......... . .......... Witnessed By: . ...... oww's Him, Amm", TcjtphM1 ,AJ.0. ew construction F-1 Repair C� gkf7- 0 ri q R0,V1, M published Soil Survey Available: No yes 91 rA�P -Soil %lap Unit Year Publisbed Publication Scale ...... ........... Drainage Class Soil Limitations Sufficial Geologic Report Available: No E Yes year Published Publication scale Geologic Material (Map Unit) ............... . .......... ................ ..... .... ... ............ ...... Landform..... ,., ...... .............. ... . I ....... ................ . . Flood insurance Rat-� M* Above 500 year flood boundary No DYes within 500 year flood boundary No Dyes Within 100 year flood boundary No Pyes Welland Area; National Wttland Inventory MaP (M2P unit) Wetlands Conservancy Program Map (map unit) ... .... Current water Resource Conditions (U -SGS): Month Range :Above Normal [ENormal 0BekwNormal oth&.r References Reviewed' WLjEr AppitovED FORM , 12/07,195 Location Address or Lot N06a?a)— r Hk3r— U z FORM -11 - $OIL EVA-LUATOR �FCKNI Pqc 2 (if 3 RM Time Deep Hole Number We8lhe! Location (1�entlfyon site plan) Land U30 Slope (0k) Surface Stones Vegetation Landform Position an landsicape Z:r/4De-- Distance$ from: open Water Body AtO45 feet Drainage way feet Possible Wet Area to$% Property Line .. ... . feet Drinking Water Wel1l;74,125 loot Other OEF.F Q1$Zjt:KVA I IUN r1VLC LkJU Other (Stmiliff, Stones, Bouldq(3, Consl5iencr. "s 01VII) IA� DepthtoSedrock: Parent M . 0106110010910) Wooping from P11 F&CC e, Stsr4lng Water In the Hole: Es,"tod Seasonal H19hotbuM.W814r.— ve'r A?P1t0vT.D T-010, - 11101195 1wI I HIIQPAMUM - 0 FORM. 11 - SOIL FVkLUATOR FORM Page 2 wr 3 Location Address or Lot No. CIA On-site Revig 'Date:- ��" a - fZ-�le -P Time- 102"?a Deep Hole Number Location (Icsor.111y ,cit,site plan) C , Sjope Surface Stones Land Vs I le - vegelvion. Landform Position on landicape Distances frorn: open Water Body feet Drainage w&Y /5 feet possible Wet Area feel Property Line feet Drinking Water Well lost Other o,opth from swilect (IneMS) Sall Horizon DEEP MERVATION'HOLE LOG' Sall T-Muto SO Color Soil Othe( (I (Munsoill Mgrilln Ifuctuft, itoneS, gouldgf$. "ensLsioncy. Iv I I OT(S GfIvoll , ji- VP (6k! 01, Porom M41orial 190010010 DepthloBodrock: Standing Water In the Halfl WoepinQ lromFlt Foci: Eslirm4fod S@&$OrW Kqh Oraund WIWI iiDEP AYFROVEDI'09AI - 1110TIPS "W �. . I tf-41%1QHMLXV. 0 FORM 11 - Soil, LVALUATOR FORM Page 3 of 3 Location Address or Lot No. Method Use(t Depth observed standing in observation hole - .. inches Depth weeping from side of observation hOle, inches Depth to soil mottles- inches / Ground water adjustment . ............ .... feet -447- Index Wel! Number Reading Date ...... index well level... Adjustment factor.... -I ........... Adjusted ground water level [)ec,th of Naturally occurrina Perviou JM—ate(ial Does at least four feet of naturally occurring parvjous material exist i 11 reas observed throughout the area proposed for the soil absorption syster'n7 If not, what is the depth of naturally occurring pervious material? certificatLion I certify that on (date) I have passed the soil evaluator examination approved by the C�e—par Xne�ntof Environmental Protection and that the above analysis wss performed by me consistent with t I he required training, expertise and experience described in 310 CIVIR 15.017. ate Signature WDEP A.PrRONTU YOKM - 17/07'96 0 Page I of I DelleChiaie, Pamela From: Dan Ottenheimer [info@miliriverconsulting.com] Sent: Thursday, February 19, 2004 8:43 AM To: Susan Sawyer; Brian LaGrasse; 'Pamela Dellechiaie' Subject: 292 Granville Lane Susan, Brian and Pam, Attached please find the plan review letter for 292 Granville Lane. The design appears to be satisfactory once they provide some additional construction details and demonstrate how they achieved the pump calculations they said they achieved. We are also concerned about the lack of test pifs in the far end of the SAS especially due to the poor soil depth demonstrated on this parcel and of hers on Granville Lane. You may wish to move the additional test pit notation from the section of the letter containing suggested amendments, to the section for required actions prior to plan approval. Alternatively, we could approve the design once they re -submit with the appropriate information, and then put an approval condition of an additional test pit prior to installation (though that is not a generally recommended practice). As we've seen at 258 Bridges Lane and elsewhere, the purpose of f he design phase is to iron out any wrinkles so the construction phase can go as smooth as possible. Hitting ledge in the proposed SAS is one of the biggest wrinkles one can encounter. This is costly and time consuming and should be clarified at the time of the site evaluation, not found as a surprise during construction. Dan F -I Daniel Offenheirner, President Mill River Consulting Septic System Management Services 2 Blackburn Center Gloucester, MA 0 1930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsult-ing.com info@millriverconsultina.com 3/30/2004 0 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT WIP W-1 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 0 1845 Susan T. Sawyer 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX February 18, 2004 Richard C. Tangard, P.E. New England Engineering Services, Inc. 60 Beechwood Drive North Andover, MA 0 1845 Re: 292 Granville Lane, Map 106A, Lot 155 Dear Mr. Tangard: The proposed septic system design plans for the above site dated February 5, 2004 have been reviewed. Unforturiately, the plans cannot be approved as submitted. The following items are in need of attention prior to approval: 1. Since the design has gone from a pressure dosed to a pressure distributed system, please provide the design calculations for this system. At a minimum, we would like to see the proposed distal head height of the laterals and the pump calculations that were used to determine the TDH for the pump. 2. It is recommended that an effluent filter be used in a pressure dosed system — see Perforation Spacing paragraph in the Design Considerations paragraph of the Massachusetts Department of Environmental Protection Title 5 Pressure Distribution Design Guidance (Policy # BRP/DWNVWpeP/G02-2). 3. There are no callout details for the force rnain/manifold connection nor for the manifold/lateral connections. Please provide these details as the system profile you provide appears to have the manifold above the laterals, which is not a recommended practice. Additionally, you still may wish to consider: 1. The parcel has a demonstrated variable shallow depth to bedrock. Portions of the proposed soil absorption system are located in areas which have not been examined to determine adequacy of soil depth. You are encouraged at the design phase to assess for adequate soil or to avoid areas of unknown soil depth. This would reduce the both costly and unfortunate situation of encountering insufficient soils during the construction phase. 2. Dosing greater than once per day increases the efficacy of wastewater treatment and reduces possible ponding problems with the soil absorption system. You are encouraged to review the currently proposed once daily dosing. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a replacement septic system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sincerely, Susan T. Sawyer Public Health Director cc: Homeowner File 0 Page I of 2 DelleChiaie, Pamela From: Sawyer, Susan Sent: Thursday, February 19, 2004 11:01 AM To: DelleChiaie, Pamela Subject: FW: 292 Granville Lane Pam, Could you please print the attached letter out for me? My printer is printing pink headings. Thanks ----- Original Message ----- From: Dan Ottenheimer [mailto:info@millriverconsulting.com] Sent: Thursday, February 19, 2004 8:23 AM To: Susan Sawyer; Brian LaGrasse; 'Pamela Dellechiaie' Subject: 292 Granville Lane Susan, Brian and Pam, Attached please find the plan review letter for 292 Granville Lane. The design appears to be satisfactory once they provide some additional construction details and demonstrate how they achieved the pump calculations they said they achieved. We are also concerned about the lack of test pits in the far end of the SAS especially due to the poor soil depth demonstrated on this parcel and others on Granville Lane. You may wish to move the additional test pit notation from the section of the letter containing suggested amendments, to the section for required actions prior to plan approval. Alternatively, we could approve the design once they re -submit with the appropriate information, and then put an approval condition of an additional test pit prior to installation (though that is not a generally recommended practice). As we've seen at 258 Bridges Lane and elsewhere, the purpose of the design phase is to iron out any wrinkles so the construction phase can go as smooth as possible. Hitting ledge in the proposed SAS is one of the biggest wrinkles one can encounter. This is costly and time consuming and should be clarified at the time of the site evaluation, not found as a surprise during construction. Dan F -I Daniel Ottenheirner, President Mill River Consulting Septic System Management Services 2 Blackburn Center Gloucester, MA 0 1930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsultinQ.com 3/30/2004 0 0 DelleChiaie, Pamela From: Dan Ottenheimer [info@millriverconsulting.com] Sent: Thursday, February 19, 2004 4:19 PM To: pdellechiaie@townofnorthandover.com Subject: RE: 292 Granville Lane - REV. 2 - DENIED Got it, thanks. Daniel Offenheimer, President Mill River Consulting Septic System Management Services 2 Blackburn Center Gloucester, MA 0 1930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsulting.com info@millriverconsultina.com ----- Original Message ----- From: Pamela DelleChiaie [mailto:pdellechiaie@townofnorthandover.com] Sent: Thursday, February 19, 2004 11:35 AM To: info@milIriverconsulting.com Subject: FW: 292 Granville Lane - REV. 2 - DENIED Importance: High Hi Dan, Just a couple of more tweaks. (See below notes) Thanks, Pam ----- Original Message ----- From: Pamela DelleChiaie (mailto:pdellechiaie@townofnorthandover.com] Sent: Thursday, February 19, 2004 8:53 AM To: 'info@miliriverconsulting.com' Subject: RE: 292 Granville Lane - REV. 2 - DENIED Hi Dan, Page I of 2 I am sending back the letter you did with a couple of revisions. Just an initial change in Susan's name, and adding on her certifications. I am sending it in the event you want to do a "save as" for your next letter, so it will be all set. Thanks, Pam ----- Original Message ----- From: Dan Ottenheimer [mailto:info@milfriverconsulting.com] Sent: Thursday, February 19, 2004 8:43 AM To: Susan Sawyer; Brian LaGrasse; 'Pamela Dellechiaie' 3/30/2004 L-1 Subject: 292 Granville Lane Susan, Brian and Pam, 40 Page 2 of 2 Attached please find the plan review letter for 292 Granville Lane. The design appears to be satisfactory once they provide some additional construction details and demonstrate how they achieved the pump calculations they said they achieved. We are also concerned about the lack of test pits in the far end of the SAS especially due to the poor soil depth demonstrated on this parcel and others on Granville Lane. You may wish to move the additional test pit notation from the section of the letter containing suggested amendments, to the section for required actions prior to plan approval. Alternatively, we could approve the design once they re -submit with the appropriate information, and then put an approval condition of an additional test pit prior to installation (though that is not a generally recommended practice). As we've seen at 258 Bridges Lane and elsewhere, the purpose of the design phase is to iron out any wrinkles so the construction phase can go as smooth as possible. Hitting ledge in the proposed SAS is one of the biggest wrinkles one can encounter. This is costly and time consuming and should be clarified at the time of the site evaluation, not found as a surprise during construction. Dan F-1 Daniel Offenheirner, President Mill River Consulting Septic System Management Services 2 Blackburn Center Gloucester, MA 0 1930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsultina.com info@millriverconsultina.com 3/30/2004 0 9 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 0 1845 Susan Y. Sawyer 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX February 18, 2004 Richard C. Tangard, P.E. New England Engineering Services, Inc. 60 Beechwood Drive North Andover, MA 0 1845 Re: 292 Granville Lane, May 106A, Lot 155 Dear Mr. Tangard: The proposed septic system design plans for the above site dated February 5, 2004 have been reviewed. UnfoMmately, the plans cannot be approved as submitted. The following items are in need of attention prior to approval: 1. Since the design has gone from a pressure dosed to a pressure distributed system, please provide the design calculations for this system. At a minimum, we would like to see the proposed distal head height of the laterals and the pump calculations that were used to determine the TDH for the pump. 2. It is recommended that an effluent filter be used in a pressure -dosed system — see Perforation Spacing paragraph in the Design Considerations paragraph of the Massachusetts Department of Environmental Protection Tide 5 Pressure Distribution Design Guidance (Policy # BRP/DWM/WpeP/G02-2). 3. There are no callout details for the force main/manifold connection nor for the manifold/lateral connections. Please provide these details as the system profile you provide appears to have the manifold above the laterals, which is not a recommended practice. Additionally, you still may wish to consider: 1. The parcel has a demonstrated variable shallow depth to bedrock. Portions of the proposed soil absorption system are located in areas which have not been examined to determine adequacy of soil depth. You are encouraged at the design phase to assess for adequate soil or to avoid areas of unknown soil depth. This would reduce the both costly and unfortunate situation of encountering insufficient soils during the construction phase. 2. Dosing greater than once per day increases the efficacy of wastewater treatment and reduces possible ponding problems with the soil absorption system. You are encouraged to review the currently proposed once daily dosing. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a replacement septic system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. Sincerely, Susan Y. Sawyer, REHS/RS Public Health Director cc: Homeowner File 4�- TOWN OF NORTH ANDOVER HEALTH DEPARTMENT 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 Heidi 6riffin Acting Health Director 11"Ar Benjamin C. Osgood, Jr., EIT From: Pamela To: NEW ENGLAND ENGINEERING SERVICES, INC. 60 Beechwood Drive North Andover, MA 01845 Fax: 978-685-1099 Pages: Phone: 978-686-1768 Date: File Septic Plan Response CC: Re: Telephone (978) 688-9540 FAX (978) 688-9542 0 Urgent x For Review D Please Comment El Please Reply 0 Please Recycle * Comments: Attached is the response from the Health Agent regarding Septic Plans for the following property: A copy has also been mailed to the homeowner. Please call 978-688-9540 for assistance with any questions. Thank you. I Xc: Address File Chrono File TOWN OF NORTH ANDOVER %koltrpt Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 978.688.9540 — Phone Susan Y. Sawyer, REHS, RS 978.688.9542 — FAX Public Health Director healLh ownofnorthandover.com �et t� www.townofnorthandover.com February 18, 2004 Richard C. Tangard, P.E. New England Engineering Services, Inc. 60 Beechwood Drive North Andover, MA 01845 Re: 292 Granville Lane, Mal) 106A, Lot 155 Dear Mr. Tangard: The proposed septic system design plans for the above site dated February 5, 2004 have been reviewed. Unfortunately, the plans cannot be approved as submitted. The following items are in need of attention prior to approval: 1. Since the design has gone from a pressure dosed to a pressure distributed system, please provide the design calculations for this system. At a minimum, we would like to see the proposed distal head height of the laterals and the pump calculations that were used to determine the TDH for the pump. 2. It is recommended that an effluent filter be used in a pressure -dosed system — see Perforation Spacing paragraph in the Design Considerations paragraph of the Massachusetts Department of Environmental Protection Tide 5 Pressure Distribution Design Guidance (Policy # BRP/DWMfWpeP/G02-2). 3. There are no caflout details for the force main/manifold connection nor for the manifold/lateral connections. Please provide these details as the system profile you provide appears to have the manifold above the laterals, which is not a recommended practice. Additionally, you still may wish to consider: 1. The parcel has a demonstrated variable shallow depth to bedrock. Portions of the proposed soia absorption system are located in areas which have not been examined to determine adequacy of soil depth. You are encouraged at the design phase to assess for adequate soil or to avoid areas of unknown soil depth. This would reduce the both costly and unfortunate situation of encountering insufficient soils during the construction phase. 2. Dosing greater than once per day increases the efficacy of wastewater treatment and reduces possible ponding problems with the soil absorption system. You are encouraged to review the currently proposed once daily dosing. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a replacement septic system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. 6 Since ly, usan Y. S �'m awer-1 4% /IA/R Public Health Director cc: Homeowner File HP Fax K1220xi Last Transaction Date Time Type Identification Log for NORTH ANDOVER 9786889542 Feb 19 2004 5:46pm Duration Pages Result Feb 19 5:44pm Fax Sent 89786851099 1:47 2 OK TOWN OF NORTH ANDOVEW BOARD OF HEALTH Location - Permit # Food Service $ Retail Food $ Limited Retail $ Seasonal $ Disposal Works Installers $ Disposal Works Construction $ Soil Testing $ 021 &U Design Approval Permiti,� $ '1Z Dumpster Permit s/ $ Burial Permit Swimming Pool Permit $ Animal Permit $ Recreational Camp Permit $ Well Construction Permit $ Funeral Directors Permit $ Massage Establishment License $ Massage Practice License $ Suntanning Establishment $ offal/Trash Hauler $ Other $ r 7 4. 5 Z) Health Agent White - Applicant Yellow - Dept. Pink - Treasurer *PTIC PLAN SUBMITTALS LOCATION: "92 Ce, 0,.,, 1 (C Lvx Map & Parcel NEW PLANS: YES $225.00/Plan Check #: REVISED PLANS: (:::jE:SD $ 60.00/Plan Check #: SITE EVALUATION FORMS INCLUDED: YES LOCAL UPGRADE FORM INCLUDED: YE S rNbD DATE: DATE TO CONSULTANT: DESIGN ENGINEER: Ev�J4,9 Telephone#: When the submission is complete (including check), date stamp plans, COPY for Conservation, and place in existing rile with green Design Approval form. rTOWN OF NORTH ANDU - BOARD, OF H.EALTH FEE' 34 FM - 9 V 0 NEW ENGLAND ENGINEERING SERVICES -INC Brian LeGrasse North Andover Board of Health 27 Charles Street North Andover, MA 0 1845 February 9, 2004 T(11 -j. i, 10F hi -;;T;: 'Ji FEB Re: 292 Granville Lane, North Andover, Septic system des" — I Dear Brian: Enclosed are 5 sets of revised septic system design plans. The following changes have been made to address the comments of your letter dated November 4, 2003. I . The grading has been adjusted to provide the required 15' offset to slope.. 2. The system has been redesigned with pressure dosing, which is the required method of pumping to a leach bed type system. 3. The pump chamber location has been changed so the chamber has less than 36" of cover.. 4. A note regarding the water -tightness of the tank has been added to the tank notes on sheet 2. 5. General note 6 has been modified to include a statement that there is no foundation drain. 6. The percolation test notes have been adjusted and the soil logs have been modified to indicate the results and the location of the "general X' pit. 7. The percolation test elevations are included in the percolation test data. 8. The engineers discipline is written next to the engineers signature. 9. The special design note has been modified to include the DEP policy number. 10. The erosion control detail was removed. 11. Construction note # 4 has been modified to include removal of the first 6" of B horizon soil. 60 BEECHWOOD DRIVE - NORTH ANDOVER, MA 01845 - (978) 686-1768 - (888) 359-7645 - FAX (978) 685-1099 These plans are being submitted for approval. Approval of the plan requires that the Board of Health approve the use of a leach field in lieu of trenches. Please accept this letter as a request to be scheduled as an agenda item for the next Board meeting to discuss this plan. If you have any comments or questions please do not hesitate to contact this office. Sincerely, 9, C C? Benjamin C. Os �Iir-' EIT President rage i oi i DelleChiaie, Pamela From: Dan Ottenheimer [info@milldverconsulbng.com] Sent: Wednesday, November 12, 2003 9:18 AM To: Pamela Dellechiaie Subject: FW: plans Mill River Consulting Septic System Management Services 5 Blackburn Center Gloucester, MA 0 1930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 info@milldverconsulting.com ----- Original Message ----- From: Dan Ottenheimer [mailto:info@miliriverconsulting.com] Sent: Tuesday, November 04, 2003 4: 10 PM To: Heidi Griffin; Brian LaGrasse; Pamela Dellechiaie Subject: plans Heidi, Brian and Pam, Attached please find the plan reviews for 70 Oakes Avenue d 292 Granville Lane. Unfortunately neither could be approved as designec WI Mill River Consulting Septic System Management Services 5 Blackburn Center Gloucester, MA 0 1930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 info@millCiverconsulting.com 11/12/2003 T6WN OF NORTH ANDOVER ORTH CES 0 Office of COMMUNITY DEVELOPMENT AND SERVI HEALTH DEPARTMENT 4C 4 +04 - * 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 0 1845 CHU Heidi Griffin 978.688.9540 - Phone Acting Health Director 978.688.9542 - FAX November 4, 2003 Richard C. Tangard, P.E. New England Engineering Services, Inc. 60 Beechwood Drive North Andover, MA 0 1845 Re: 292 Granville Lane, Map 106A, Lot 155 Dear Mr. Tangard: The proposed septic system design plans for the above site dated October 14, 2003 have been reviewed. Unfortunately, the plans cannot be approved as submitted. The following items are in need of attention prior to approval: I . Please provide a minimum of 15' from the edge of the chambers to the breakout elevation of 102.52, or provide a different method for meeting breakout requirements. (310 CMR 255(2)). 2. Trenches are the required type of soil absorption system when using pressure dosing of effluent. (3 10 CMR 15.254) 3. The pump chamber as proposed. has more than 3 6" of cover material above it. (3 10 CMR 15.221(7)) 4. Regarding water -tightness of the septic tank, the plan states that the manufacturer will provide a watertight septic tank. Given that it is a 2 -piece tank, please indicate if you anticipate that the manufacturer will be responsible for sealing the joint between the two halves? (3 10 CMR 15.221 (1)). 5. Please provide the location and elevation of the foundation drain. If there is no drain, please make a statement to that effect on the plan. (NA 8.02y) 6. Please double-check your soil logs. The North Andover Board of Health witnessed soil logs show: a.) perc depth for PT- I B @ 2 1 "(shelf)/ I 6"(hole), b.) TP -4 refusal @ 30", and c.) an additional test hole, "General -A" with ledge @ 24", beyond TP -3. 7. Please provide the elevations of the percolation tests. (NA 8.02n) 8. Please specify the engineer's discipline in the area of the stamp. (MGL C. 112 s. 8 1 M) 9. As required in that document, please reference the Policy Number provided by the Massachusetts DEP which allows use of the B soil horizon in this instance. 10. Details for erosion control methods were provided but the location of installation was not identified on the site plan. 11. Please indicate that removal of the A soil horizon shall extend at least 6" into the suitable soil of the B horizon. (NA 9.02) Additionally, you may wish to consider: I . The parcel has a demonstrated variable shallow depth to bedrock. Portions of the proposed soil absorption system are located in areas which have not been examined to determine adequacy of soil depth. You are encouraged at the design phase to assess for adequate soil or to avoid areas of unknown soil depth. This would reduce the both costly and unfortunate situation of encountering insufficient soils during the construction phase. 2. Dosing greater than once per day increases the efficacy of wastewater treatment and reduces possible ponding problems with the soil absorption system. You are encouraged to review the currently proposed once daily dosing. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a replacement septic system which will be in compliance with all regulations and assure protection of public health and the environment of North Andover. 7 Sinc I 4- Ke ZL G /rals s e Health Inspector cc: Homeowner CD&S Dir. File ARGEO PAUL CELLUCCI Governor JANE SWIFT Lieutenant Governor COMMONWEALTH OF MASSACHUSETTS ExECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION ONE WINTER STREET, BOSTON, MA 02108 617-292-5500 TITLE 5 POLICY ON USE OF THE B HORIZON FOR SOIL ABSORPTION SYSTEMS FOR SYSTEM UPGRADES Effective date: 10/27/2000 P21i�c #: BRP/DWM/PeP-POO-6 Program AnlicabHi1y: BRP, Watershed Permitting, Title 5 Program Approved by: Glenn Haas, Acting Assistant Commissioner, Bureau of Resource Protection SWersedes ELhM. NONE Pwos BOB DURAND Secretary LAUREN A. LISS Commissioner This policy describes circumstances in which Boards of Health and DEP staff may approve the use of the B soil horizon, also known as subsoil, as part of the four feet of naturally occurring pervious soil required for soil absorption systems. This policy applies to system upgrades only. This policy constitutes a modification of the Department's past interpretation of Title 5 relative to the use of subsoil in soil absorption systems for system upgrades. Applicabik This policy applies to applications for Title 5 system Lipgrades only. The use of the B horizon is not allowed for systems that are designed to serve new construction, as "new construction7 is defined in Title 5, 3 10 CMR 15.002. Text Title 5, 310 CMR 15.002, defines "impervious" material as "material having a percolation rate greater than 60 minutes per inch for reasons including, but not limited to, the presence of bedrock, schist, peat, ledge, unconsolidated material, organic matter or topsoil or subsoil." For purposes of siting a soil absorption system, 3 10 CMR 15.240 states that the required four feet of naturally occurring pervious soil must be free of impervious materials as defined in 310 CMR 15.002. Based on the definition of impervious material in Title 5, the Department has interpreted Title 5 as excluding the B horizon (and topsoil) from use in soil absorption systems. The Department initially interpreted Title 5 as excluding the use of the B horizon, in part, because subsoil layers in Massachusetts vary considerably in thickness, This information is available in alternate format by calling our ADA Coordinator at (617) 574-6872. DEP on the World Wide Web: httD:/twww.maonet.state.ma.us/deD texture and organic content. The B horizon, however, can be sufficiently permeable to be used in a soil absorption system. In addition, use of a sufficiently permeable B horizon can provide some biological treatment of the septic tank effluent. Moreover, in upgrade situations, particularly on difficult sites, removing the B horizon and then bringing in fill as part of a system upgrade can prove quite costly. And, in some cases, allowing the use of the B horizon could mean the difference between a conventional system and the need for an innovative alternative treatment system, with its associated costs. Based on these factors, for system upgrades only and provided that the B horizon meets the conditions below, a pervious B horizon, that is, one with a percolation rate of 60 minutes per inch or less, may be considered as part of the required naturally occurring pervious material without a variance. The use of the B horizon in upgrade situations, under the conditions set forth below, is expected to provide sufficient environmental protection while, at the same time, reduce upgrade costs to system owners. How to apply this poliq The use of the B horizon in the design of a soil absorption system may be allowed by the approving authority, without a Title 5 variance, when all of the following conditions are met: • the design is for a system upgrade as defined in Title 5, and, therefore, there is no new construction, including, but not limited to, any increase in design flow or any change in use, proposed; • a site evaluation, as required by 310 CMR 15.101 through 15.107, has been performed, which characterizes the B horizon and concludes that the B horizon is naturally occurring pervious material; the deep observation hole and percolation testing and the soil evaluation must be conducted in the presence of an authorized representative of the approving authority; • if the B horizon is the most restrictive soil, then, as required by 3 10 CMR 15.104(2), the percolation testing has been conducted in the B horizon; and • the proposed upgrade otherwise satisfies the requirements of Title 5 (where necessary, it may be an upgrade approved under a local upgrade approval issued pursuant to 310 CMR 15.404 and 310 CMR 15.405, or an upgrade with variances granted pursuant to 310 CMR 15.410 through 310 CMR 15.412, or it may be an upgrade in accordance with an innovative/alternative technology approval issued by the Department). To facilitate the approving authority's review of applications for system upgrades using the B horizon under this policy, this policy must be referenced on the plans for the proposed system upgrade. Use of the B horizon, as allowed by this policy, will not alone trigger the need for a Title 5 variance or a local upgrade approval. Finally, applicants maintain the option of removing the B horizon and not using it in the system design, in which case, this policy would not apply. Page I of I Pamela DelleChiaie From: "Dan Offenheimee'<info@milldverconsulbng.com> To: <pdellechiaie@townofnorthandover.com>; <blagrasse@townofnorthandover.com> Sent: Wednesday, September 10, 2003 4:06 PM Attach: Soil Test Results, 292 Granville Lane.pdf Subject: 292 Granville Lane Brian and Pam, Attached please find the results of soil tests witnessed at #292 Granville Lane. The soil was a very dense compact till and we suggested to the designer to utilize pressure distribution of the effluent to assure better treatment and disposal in this type of soil. Brain, since you were at this site you might find it of interest that the soil test performed at the edge of the current leach field had 60" to refusal, and the rest of the site had shallow depth to refusal too. It seems clear that based on the shallow depth to refusal, the high ground water table and the tight soil conditions that this site perhaps should not have been built on with a soil absorption system (too late now). It also perhaps explains some of the problems with the onsite system which you saw inspected. This site involved an overnight soak and a percolation test the following day (yes, we even work on Saturdays when needed). Dan Dan Mill River Consulting Septic System Management Services 5 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 info@millriverconsuIting.com 9/23/2003 rz - IA jlUl Pk 17-Z, fe, 4" Ir -V r -I -44 zi c �41 tj VI! 1 TO !Jji lop, IZI zj TOWN OF NORTH ANDOVER, BOARD OF HEALTH Location W,�w ////, Permit # Food Service $ Retail Food $ Limited Retail $ Seasonal $ Disposal Works Installers $ Disposal Works Construction $ Soil Testing $ L Design Approval Permit $ Dumpster Permit $ Burial Permit $ swimming Pool Permit $ Animal Permit $ Recreational Camp Permit $ Well Construction Permit $ Funeral Directors Permit $ Massage Establishment License $ Massage Practice License $ Suntanning Establishment $ offal/Trash Hauler $ Other $ 7 L,05- 3 Health Agent White - Applicant Yellow - Dept. Pink - Treasurer 1W A DATE: *10 BOARD OF HEALTH NORTH ANDOVER� MASS. 01845 978-688-9540 APPLICATION FOR SOIL TESTS MAP & PARCEL: 10c, Ar 61!�- LOCATION OF SOIL TESTS: —Zq R &ahmvdie- L v, () , jqj,000,ef, OWNER: I.Le-11anTe TEL. NO.: 117(9 - (,Q7 - 3310 ADDRESS:--ZQ2 &m4u,(je, Ln /V- -A /j Doyu, ENGINEER: -Pe'--.' E/j6-j-A0'3 i;w TEL. NO.: 979- &8 I/- 6--ZA-9 CERTIFIED SOIL EVALUATOR: AlcHARD -FjqAj&A-r2D 0�9009 -a'L Intended use of land: Residential Subdivision CS�in gle F�amily H�ome Commercial Is This: Repair testing Undeveloped lot testing Upgrade for addition In the Lake Cochichewick Watershed? Yes -No THE FOLLOWING MUST BE INCLUDED WITH THIS FORM: 4 2003 Proof of land ownership (Tax bill, deed, or letter from owner nermitting tests) 2. Plot plan 3. Fee of $425.00 per lot for new construction. This covers the minimum two deej�ho reolation tests required for each disposal area. Fee of $360.00 per lot for Wairs or upgades. GENERAL INFORMATION Only Certified Soil Evaluators may perform deep hole inspections. 2. Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. 3. At least two deep holes and two percolation tests are required for each septic system disposal area. 4. Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. 5. Full payment will be required for all additional tests within two weeks of testing. 6. Within 45 days of testing, a scaled plan (no smaller than I"-100') shall be submitted to the Board of Health showing d location of all tests (including aborted tests). 7. Within 60 days of testing soil evaluation forms shall be submitted. ine N.A. Conservation Commission Approval: Date Received: Check Amount: Check Date: r.BOXRD OF HEALTH NORTH ANDOVER� MASS. 01845 978-688-9540 APPLICATInN FOR SOIL TESTS DATE: 0- 0 I11/0 MAP & PARCEL: I (, IV -A- LOCATION OF SOIL TESTS:. Z Q jZ C— C, fit 1qAj PQ�-' 1-e4' OWNER: .a—w-3 TEL. NO.: -A 76 - 6-9 7 - 3 3,�43 ADDRESS: Izei;z A ENGINEER:—Pell' TEL. NO.: 979- 6-86-176 9 CERTIFIED SOIL EVALUATOR:. R Intended use of land: Residential Subdivision < Ejng:1eFan-ffly =Home Commercial Is This: Repair testing Undeveloped lot testing Upgrade for addition In the Lake Cochichewick Watershed? Yes No x THE FOLLOWING MUST BE INCLUDED WITH THIS FORM: 1 - Proof of land ownership (Tax bill, deed, or letter from owner permitting tests) 2. Plot plan 3. Fee of $425.0 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of $360.00 per lot for repairs or upgrades. GENE &L FORMATION only Certified Soil Evaluators may perform deep hole inspections. 2. Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. 3. At least two deep holes and two percolation tests are required for each septic system disposal area. 4. Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative, 5. Full payment will be required for all additional tests within two weeks of testing. 6. Within 45 days of testing, a scaled plan (no smaller than I "- 100') shall be submitted to the B oard of Health showinj location of all tests (including aborted tests). 7. Within 60 days of testing soil evaluation forms shall be submitted. Ple- -e Do Not Write Below This Line N.A. onservation Commission Approval: V Date Received: Check Amount: Check Date: DATE: TOWN OF NORTH ANDOVER SYSTEM PUMPING RECORD c), -q oz 6(6mv �. � (-c Lt/\ - SYSTEM LOCATION (example: left front of house) DATE OF PUMPING: &QUANTITY PUMPED CESSPOOL: NO /YES SE IC TANK: NO NATURE OF SERVICE: ROUTINE 7EMERGENCY OBSERVATIONS: GOOD CONDITION HEAVY GREASE ROOTS EXCESSIVE SOLIDS SOLIDS CARRYOVER SYSTEM PUMPED BY - COMMENTS: CONTENTS TRANSFERRED TO: GALLONS YES -/ FULL TO COVER BAFFLES IN PLACE LEACHFIELD RUNBACK FLOODED OTHER (EXPLAIN) Sys(em Owtier Commonwe Ith of Massachusetts P- Z7:;, Massachusett System Pumping Record System Location :) aa6C71- t Date of Pumping: Quantity Pumped: gallons Cesspool: No Yes Septic Tank: No Yes System Pumped by: Fare-dea Elfanoaa License Contents tiansfertred to: Greater wrence Sanitary Vistrict Date: Inspector-