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Miscellaneous - 300 FOSTER STREET 4/30/2018
300 FOSTER STREET �_� • IN WON 110111.1 1 21D/104 B 00 _ 300 FOSTER STREET JS-2003-0696 Project Detail Report Printed On:Tue Apr 27,2004 Project Name: GIS#: 5824 Project No: JS-2003-0696 Owner of Record TODD BATESON Map: 1043 Date Submitted: May-13-2003 300 Foster Street Block: 0002 Status: Open NORTH ANDOVER,MA 01845 Lot: Work Category: Work Location: 300 FOSTER STREET Zoning: Proposed Use: District: land Use: 101 Proposed Use Detail Subdivision Description Soil Testing Comments: a of Work: (� Department Status GeoTMS Module: Status File No. Comments: LCDate: Board of Health GREEN FLAG BHJ-2003-0028 4/21/04-Per Susan,FG done 4/21/04-okay. Called DPW with easement. Jack had no response about this issue. Okay to issue a COC. 4/7/04-Received As Built Checklist and As Built and certification in the mail. Needs Final Grade Inspection before COC can be issued. Forwarded to Susan Sawyer for review. 11/13/03-Bill Dufresne called stating that there was an error on the plan,and was conferenced in with John Markey who agreed to allow the use of 6 inches of stone as opposed to 12"of stone. Revised plans were submitted for the file. Todd Bateson had stopped work once the error was found,and will resume work,once he receives a copy of the revised plan. 10/29/03-Todd Bateson picked up the DWC permit. 10/23/03-Plans approved at 10/23/03 BOH Meeting. 10/1/03-Bill Dufresne called and stated that he did not send in revised plans(even though they are printed differently). Bill states that the h/o must have dropped off a different copy when �J she was in. I told Dan,and he will re-review the plan to check. Bill said he will be sending in the revised plan soon.--p.d. 9/29/03-Plans Denied 9/8/03-Revised plans received and sent to Consultant 9/2/03-Letter sent to Bill Dufresne at Merrimack Engineering 8/20/03-Plans sent to Dan for review. 8/1/03-Design Plan received. In Sandy's Design Review Inbox.--p.d. 6/19/03-Testing done by Sandy.--p.d. GeoTMS®2004 Des Lauriers Municipal Solutions,Inc. Page 1 of 2 300 FOSTER STREET JS-2003-0696 Project Detail Report Printed On:Tue Apr 27,2004 6/18/03:testing set for 6/19/03 5/27/03:Received site testing approval back. Set for June 19th @ 10:30 am. Permit History Type: Permit No: Issue Date Status Work Category Contractor Project No: Description of Work: Design Approval-Plans BHP-2003-0223 DENIED JS-2003-0696 DWC-System Repair BHP-2003-0344 Oct-29-2003 SIGNED OFF JS-2003-0696 Plan Review BHP-2003-0370 Nov-13.2003 SIGNED OFF JS-2003-0696 Correction to approved plan ;O Plan Review BHP-2003-0369 Oct-23-2003 SIGNED OFF JS-2003-0696 Plan Review Plan Review BHP-2003-0368 DENIED JS-2003-0696 Pian Review Plan Review BHP-2003-0276 Sep-08-2003 DENIED JS-2003-0696 Plan Review-Revised Repair Soil Tests BHP-2003-0078 May-13-2003 SIGNED OFF JS-2003-0696 Soil Testing Inspection History Inspection Type: Permit Type: Permit No: Insp Date: Status: Inspector: Project No: Comment: Final Inspection DWC-System Repair BHP-2003-0344 Nov-17-2003 FULL COMPLY Dan Ottenheimer JS-2003-0696 Bottom of Bed Inspection DWC-System Repair BHP-2003-0344 Nov-11-2003 FULL COMPLY Dan Ottenheimer JS-2003-0696 GeoTMS®2004 Des Lauriers Municipal Solutions,Inc. Page 2 of 2 RECEIVED Commonwealth of Massachusetts AUG 0 6 2012 City/Town Of TOWN OF NORTH ANDOVER System Pumping Record HEALTH DEPARTMENT lug Form 4 DEP has provided this form'for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using this form,check with your local Board of Health to determine the form they use.The System Pumping Record must be submitted to the local Board of Health or other approving authority. A. Facility Information 1. System Location�Right ont of h�ou , Left/Right rear of house, Left/right side of house, Left/ Right side of building, Left/Rig ront of building, Left/Right rear of building, Under deck . Address so aoJec- Cityrrown State Zip Code 2. System Owner. Name Addressif different from location) Cityrrown State Zip Code Telephone Number B. Pumping Record 1. Date of PumpingI2 Quantity Pumped:Date Gallon s 3. Type of system: E3 Cesspool(s) � tic Tank Ti Tank ( S V\\ ❑ Other(describe): 4. Effluent Tee Filter present? Yes ❑ No If yes,was it cleaned? WYes ❑ No 5. Condition of System: 6. System Pumped By: Neil Bateson F5821 Name Vehicle License Number Bateson Enterprises Inc Company 7. Locatio a contents were disposed: G.L S. Lowell Waste Water Sign aHaule Datees-°� t t5form4.doc•06/03 System Pumping Record•Page 1 of 1 �r Commonwealth of Massachusetts City/Town of . System Pumping.Record Form 4 yV• DEP has provided this form for us&.by local Boards of Health. Other forms may be'used, but the information must be substantially the same as that provided here. Before using.this form,check with your local Board of Health to determine the form they use.The system Pumping Record must be submitted to the local Board of Health or other approving authority. A. Facility. Information 1. System Location: Left/Right front of house, Left/Right rear of house,&t/rigde of hous , Left/ Right side of building, Left/Right front of building, Left/Right rear of building, U Address City/rown State Zp Code 2. System Owner. REC�i��p Name MAY 18 2015 Address(if different from location) TOWN OF NORTH ANDOVER HEALTH DEPARTMENT CitylTown ' Stat J��) Tip-Code Telephone Number r a f 1 i B. Pumping Ptecord 1. Date of Pumping [ � C� p g 2. Quantity Pumped: Date Gallons r 3. Type-of system: ❑ Cesspool(s) eptic Tank ❑ Tight Tank ❑ Other(describe): 4. Effluent Tee Filter present? �qss [0] If yes,was it cleaned? EYTe—s--[]—NQ • 5. Condition o em: 0 F(z-�Vv 6. System Pumped By.- Nell. y:Neil.Bateson F5821 Name Vehicle License Number Bateson Enterprises Inc Company 7. Location where contents-were disposed: Lowell Waste Water SignAfe 9t HaulwU paw t5form4.doc 06/03 System Pumping Record•Page 1 of 1 Commonwealth of Massachusetts RECEIVE® City/Town of OCT L 22013 System Pumping Record J TOWN OF NORTH ANDOVER Form 4 HEALTH DEPARTMENT 5 DEP has provided this form for use by local Boards of Health. Other forms may be used, but the information must be substantially the same as that provided here. Before using.this form, check with your local Board of Health to determine the form they use.The System Pumping Record must be submitted to the local Board of Health or other approving authority. A. Facility. Information 1. System Location: Left/Right front of house, Left/Qt�r�houseft/right side of house, Left/ Right side of building, Left/Right front of building, Left/Right rear of building, Under deck Address City/Town State Zip Code 2. System Owner. Name Address(if different from location) City/Town State Zip Code Telephone Number B. Pumping Record I. Date of PumpingDate n 2. Quantity Pumped: v Gallons 3. Type of system: ❑ Cesspool(s) Septic Tank ❑ Tight Tank ❑ Other(describe): 4. Effluent Tee Filter present? Yes ❑ No Ifes was it cleaned?d. 2/Yes ❑ No: 5. Condition of System: 6. System Pumped By. Neil Bateson F5821 Name Vehicle License Number Bateson Enterprises Inc- Company ncCompany 7. Location a contents were disposed: Xf[S-)'D Lowell Waste Water Sig a 9t Haule Date t5form4.doca 06/03 System Pumping Record•Page 1 of 1 Town of North Andover ¢ NORTfl Office of the Health Department Community Development and Services Division 27 Charles Street North Andover,Massachusetts 01845 "SSgCNu5�4`y Susan Y. Sawyer,REHS/RS 978.688.9540-Phone Public Health Director 978.688.9542-Fax TOWN OF NORTH ANDOVER BOARD OF HEALTH CERTIFICATE OF COMPLIANCE DATE OF COMPLIANCE April 21, 2004 This is to certify that the individual subsurface disposal system constructed ( ) or repaired (X) by Todd Bateson at 300 Foster Street North Andover, MA 01845 has been installed in accordance with the provisions of Title V of the State Sanitary Code and with the North Andover Board of Health regulations. The Issuance of this certificate shall not be construed as a guarantee that the system will function satisfactorily. Susan Y.Sawyer,REHS/ Public Health Director BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 l )D��� PO ; y5 G ✓ .,�G p r o sT-rr AS-BUILT CHECKLIST LOT NUMBER, STREET NAME —� ASSESSORS MAP &PARCEL NUMBER LOT LINES &LOCATION OF DWELLINGS LOCATIONS &DIMENSIONS OF SYSTEM, INCLUDING RESERVE TIES TO LOT LINES & DWELLING, WELLS a. FROM SEPTIC TANK b. FROM LEACH AREA ✓� LOCATIONS OF DEEP HOLES &PERC TESTS ELEVATIONS OF DISPOSAL SYSTEM TOP OF FDN ELEVATION LOCATIONS OF WELLS, DRAINS, WATERCOURSES WITHIN 150' OF SYSTEM LOCATION OF WATER, GAS, ELECTRIC LINES, CABLE DISTANCES FROM CORNERS OF HOUSE TO CENTER OF TANK & D-BOX ORIGINAL STAMP & SIGNATURE IMPERVIOUS AREAS -DRIVEWAYS, ETC. NORTH ARROW �' LOCATION&ELEVATIONS OF BENCHMARK USED �� UILDI 'lEs. it T►i►� P�.� � usn t►ate-rCe,l i s �aT Fie' FDt'i�J. -f r�157; ?i5, A 61-&"^NTY 0 f'r►�c 5�+8 Su >a .�►� S`�,'frEH , ST ►s �► r L 409,0 OF f�& t.a�rb►� p.' AW 5109~10a aF IW E, rW-'n Nn yrm►r-1 Z(. 40H� N b►J f4. n , a►Z 1 1 . 1 � lot " 01-4I � I OFT SLjBSL)RFACE DISPOSAL LOCATED IN AS PREPARED POR �� OF q�y pI PT L g DANIELcn KORAVOS rn CIVIL DATE: ! �-2 5-�D�j T� No.37752 SCALE: Lwt.---- MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS 60 PARK STREET • ANDOVER. MASSACHUSETTS O1i10 o TEL (617) 47}3SSS, 37}S7?t r � Q pow AS-BUILT CHECKLIST . i LOT NUMBER, STREET NAME APR ASSESSORS MAP& PARCEL NUMBER -,ate._.. ......-__-...._... ✓ LOT LINES& LOCATION OF DWELL[ rjS ✓ LOCATIONS&DIMENSIONS OF SYSTEM, �j A . TIES TO LOT LINES &DWELLING, a. FROM SEPTIC TANK / b. FROM LEACH AREA LOCATIONS OF DEEP HOLES& PERC / TESTS ELEVATIONS OF DISPOSAL SYSTEM TOP OF EDN ELEVATION ✓ LOCATIONS OF WELLS,DRAINS, WATERCOURSES WITHIN ISO' OF SYSTEM ✓ LOCATION OF WATER,GAS,ELECTRIC LINES, CABLE ✓ DISTANCES FROM CORNERS OF HOUSE TO CENTER OF TANK&D-BOX ORIGINAL STAMP &SIGNATURE IMPERVIOUS AREAS - DRIVEWAYS, ETC. ✓� NORTH ARROW ✓ LOCATION&ELEVATIONS OF BENCHMARK USED ti TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System construct ed, (repaired: by located at -1C0 was installed in conformance with the North Andover Board of Health approved plan, System Design Permit# , dated , with an approved design flow of449 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: — v`—D Design Engineer: Date: i i it -r�� � � ccs-n F�o�o►.1 is far - 1L-r a 4Vfr'MH , rT s •A REcora OF f�& La erb►� 4 W E L g NAenj%j pf _r*4 n NQS sY ►-� ov Li 1151. 11 , 41 SUBSURFACE DISPOSAL SYSTEM LOCATED IN AS PREPARED FOR 171 P°TL 9NaI4 V DATE: I No.37752 SCALE: �-p -�� Z �18TEQ`�� MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS 60 PARK STREET • ANDOVER. mASSACHUSEnS O1t10 or TEL (611) 475.3S53. 3MS721 TOWN OF NORTH ANDOVER BOARD OF HEALTH �0 14C5 Location Permit # Food Service $ Retail Food $ Limited Retail $ Seasonal $ Disposal Works Installers $ Disposal Works Construction4/� 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 $ 71 LO Health Agent White - Applicant Yellow - Dept. Pink - Treasurer Commonwealth of Massachusetts Map-Block-Lot 1043-0002- ----------------------- Board Of Health Permit No North Andover BHP-2003-0344 ----------------------- P.I. FEE F.I. $250.00 ----------------------- Disposal Works Construction Permit Permission is hereby granted Todd-Bateson - - - ----------------------------------------------------------------------------------------- to(Repair)an Individual Sewage Disposal System. at No 300 FOSTER STREET as shown on the application for Disposal Works Construction Permit No.-BHP-2003-034 - Dated___October-29. 3 ---------------------- --- --- ------------------------------------------------ Issued On: Oct-29-2003 Board Of Health ............................................................................................................................................................................... Commonwealth of Massachusetts Map-Block-Lot 1043-0002- Board Of Health ----------------------- North Andover Certificate of Com THIS IS TO CERTIFY n1111 dividual Sewage Disposal System (Repair) by -Todd Bateson -------------- ---------- --------------------------------------------------------------------------------------------------------------------------- 39 ------------------------------- ---- - Installer at No 3 STER STREET s been installed in accordance with the provisions of TITLE 5 of the State Environmental Code as described in the application for Disposal Works Construction Permit No.-BUR-2003-034 --- Dated October_29,-2003_-- ----- ------------ ---- - Printed On: Oct-29-2003 Board Of Health o � APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT DATE: �� c� g "�'3 CURRENT INSTALLER'S LICENSE# LOCATION: 5 T e LICENSED INSTA R: —T—.cL--Q A tS o�✓ SIGNATURE: TELEPHONE# �?65 d3 CHECK ON REPAIR: NEW CONSTRUCTION: IF NEW CONSTRUCTION, PLEASE ATTACH FOUNDATION AS-BUILT. Administrative Use Only $ .00 Fee Attached? Yes No Foundation As-built? Yes No I Floor plans on file? Yes No I Approval PP Date: I I I i I INafALLER PROJECT MANAGEMENDBLIGATIONS As the North.Andover licensed installer for the construction of the septic system for the property at �S�-Q r relative to the application o� 15,,Mdated 0---3 for plans by .2r6.7�c k � . and dated with revisions dated I understand the following obligations for management of this project: 1. As the installer I am obligated to call for any and all inspections. If homeowner, contracto project manger, or any other person not associated with my company schedules an inspectio 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 applicabl inspections as indicated below. I understand that requesting an inspection,. withou completion of the items in accordance with Tile 5 and the Board of Health Regulations mw 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 dons t first. Installo�°must request the inspection but does not have o be present. b) Final inspection— Engineer must first do their inspection for elevations, ties, etc. As-built of verbal OK from engineer must be submitted to Board of Health, after which installer calls fol 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 Orade—Installer must request inspection when all grading is complete. Does not have to be on site. 3. As the installer I understand that persons or companies not associated with.my company may not perform the q Y m work required b company to complete the installation of the system Y P identified in the attached application for installation. I further understand that work.by others unlicensed to installseptic 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. cv 0 UJ 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. Undersi d icensed Septic Installer Date: Disposal Works Construction Permit# i Page 1 of 1 O 0 t DelleChiaie, Pamela From: Dan Ottenheimer[nfo@milldverconsulting.com] Sent: Monday, November 24,2003 8:37 AM To: Heidi Griffin; Brian LaGrasse; Pamela Dellechiaie Subject:#300 Foster Street Heidi, Brian and Pam, Attached please find the construction inspection form for the property at 300 Foster Street. The design plan had several revisions after the last time we looked at it and was apparently approved by the Board of Health and/or individual Board members. The construction was performed appropriately but it is significant to share with you the following information which is also on the construction inspection form: "The design plans provided for construction inspection purposes were dated November 13, 2003 and were not reviewed by Mill River Consulting previously. The design plans indicate an easement area exists in the vicinity of the soil absorption system which may impact future use the septic system. A variance was requested on the design plans from 310 CMR 15.220 (4),, (a) which does not appear to have been acted upon by the Board of Health nor the Massachusetts DEP prior to construction. -Additionally, the design plan provides for 0.5of teach stone beneath the soil absorption system which does not conform to the approval granted by the North Andover Board of Health on October 23, 2003 allowing use of 1.0 of leach stone beneath the soil absorption system." Please feel free to contact me if there are any questions regarding this septic system design plan. Dan Daniel Ottenheimer, President Mill River Consulting Septic System Management Services 5 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsulting.com info@millriverconsulting.com i 11/24/2003 O O MILL RIVER CONSULTING Septic System Management Services TOWN OF NORTH ANDOVER SEPTIC SYSTEM CONSTRUCTION NOTES ADDRESS: 300 Foster Street MAP: 104B LOT: 2 INSTALLER: Todd Bateson DESIGNER: Merrimack Engineering Services PLAN DATE: BOH APPROVAL DATE ON PLAN: BOTTOM OF BED INSPECTION DATE: 11/11/03 FINAL CONSTRUCTION INSPECTION DATE: 11/17/03 FINAL GRADING INSPECITON DATE: SELECT SYSTEM TYPE X GRAVITY DISTRIBUTION PRESSURE DISTRIBUTION PRESSURE DOSING HOLDING TANK ADVANCED TREATMENT OTHER COMPONENT SUMMARY FROM PLAN GALLON TANK= 1,500 LOADING OF SEPTIC TANK = H-10 GALLON PUMP CHAMBER = LOADING OF PUMP CHAMBER = TYPE OF SAS = Field DIMENSIONS AND DETAILS OF SAS: SITE CONDITIONS Date & Initials Inspections 0 Existing septic tank properly abandoned ❑ Internal plumbing all to one building sewer ❑ Topography not appreciably altered Comments: The design plans provided for construction inspection purposes were dated November 13, 2003 and were not reviewed by Mill River Consulting previously. The design plans indicate an easement area exists in the vicinity of the soil absorption system which may impact future use of the septic stem. A variance was requested on the design plans P P Y q 9 from 310 CMR 15.220 (4) (a) which does not appear to have been acted upon by the Board of Health nor the Massachusetts DEP prior to construction. Additionally, the 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1.800.377.3044 978.282.0014 info@millriverconsulting.com Page 1 of 3 0 0 MILL. RIVER CONSULTING Septic System Management Services design plan provides for 0.5' of leach stone beneath the soil absorption system which does not conform to the approval granted by the North Andover Board of Health on October 23, 2003 allowing use of 1.0' of leach stone beneath the soil absorption system. SEPTIC TANK D Bottom of tank hole has 6" stone base ❑ Weep hole plugged x❑ 1,500 gallon tank has been installed (H-10 or H-20) (monolithic or 2 piece) D Water tightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) O Inlet tee installed over accessP ort O Outlet tee (gas baffle or effluent filter) installed, over access port 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 Hydraulic cement around inlet & outlet Comments: D-BOX Installed on stable stone base ❑ Inlet tee (if pumped or >0.08'/foot) El Hydraulic cement around inlet & outlets x❑ Observed even distribution ❑ Speed levelers provided (not required) Comments: SOIL ABSORPTION SYSTEM D Bottom of SAS excavated down to Sand soil layer, as provided on plan D Size of SAS excavated as per plan D Title 5 sand installed, if specified on plan 3/4-11/2" double washed stone installed D 1/8-1/2" (peastone) double washed stone installed rxl laterals installed and ends connected to header(and vented if impervious material above) D Orifices @ 5 & 7 o'clock positions 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1.800.377.3044 978.282.0014 info@millriverconsulting.com Page 2- of 3 r 0 0 MILL RIVER CONSULTING Septic System Management Services ❑ Gravelless disposal systems: type, number and location as per plan D 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: it SYSTEM ELEVATIONS Benchmark: 135.70 Rod at Benchmark: 2.10 Height of Instrument: 137.80 INVERT ON DESIGN PLAN ELEV Ccs TOP OF PIPE INVERT ELEVATION Building Sewer OUT Septic Tank IN 131.84 132.26 131.93 Septic Tank OUT 131.59 131.98 131.60 Pump Chamber IN Pump Chamber OUT Distribution Box IN 131.47 131.84 131.51 Distribution Box OUT 131.30 131.62 131.29 Manifold Lateral 1 HIGH 131.25 Avg. 131.60 Avg. 131.27 Lateral 1 LOW 131.10 Avg. 131.47 Avg. 131.14 5 Blackburn Center, Gloucester, Massachusetts 01930-2259 toll free 1.800.377.3044 978.282.0014 info@millriverconsulting.com Page 3 of 3 Page 1 of 1 o 0 DelleChiaie, Pamela From: Dan Ottenheimer[info@millriverconsulting.coml i Sent: Wednesday, November 12,2003 11:03 AM I To: 'Heidi Griffin; Brian LaGrasse; Pamela Dellechiaie Subject: 300 Foster Street Heidi, Brian and Pam, This note is to confirm that we performed a bottom of bed inspection at 300 Foster Street yesterday (11/11). Though your office was closed, the contractor indicated he had received prior approval to contact Mill River Consulting regarding the inspection. The report will be submitted shortly. Dan Mill River Consulting Septic System Management Services 5 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 info@miliriverconsulting.com .com 11/12/2003 La 3,. i - e , • i' ¢, .. P ? x Y 4 r.. 1�rl at " • . ^u .. A Y f :.�. ,eta �!, �Yw !1 `'4�t' .•1\ ,. :Y: ; ! s � f ,•! `. ��:1�� �r� Y�' t•i ,y'�'r�'"'tMn V i - • .. t' j+"' , .• E 1 Y t r. :4�/ �,. `� +;.'� s' rr t w xt".3^ 3 ( f t , i't r .2 � K '.r � r �t J •i "�l.v, .::� ';�kq�'fv,.,- ,, "7+�rC}`'i�s t�� ax `r .tir .'+ .F .ar ,r .:'' t}yr t .'' r :4 rA �s> r }'.tin.S:'� `k. 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'd(�;..,, O � W `� .fib � �•,. s � -y�. :,,•.x!" tid e R.r?:a °r. «tff+•t„r .�t� 1. ,a` ?k.P,,F r 'j"�.,"'k .4 s y�,,f�ti, r-d..,f f gt g.,r: •.r`�. _"H i. m. a F U o LL �`,t •r ,�t't '•ti. �', ,,., `(; t �5 ',+ �,a,,�.;�, t S.tt s3'�.�.�. tt x,;,,� ,.tr. .,v' 3 ' 'Y+; ! e'� 't.ta• t`^�' '..t. '? s. �'yZ C'. -Ft , ;r R #.i vC a f �,, d !?Y'fi;+� a �^:Y{.R•F .:r�'•a.:.k ,'4�..; i ^''.!! g b..VL.s I r i , .'+,,�n 7��� Board of Health j BEMC ST.STEM North An ver Maas. INSTALLATICK CHECK LIST �� LOT OVID DATE DI Pt70PID AVATI�d OK FAIL i FAIZ OK 1. Distance To: a. Wetlands b. Drains c. Well 2. Water Line Location i 3• No PPC Pipe / 4. Septic Tank a. _Tees -_Length & To Clean Oat Covers. b. Cement Pipe to Tank On Both Sides of Tank / 5. Distribution Box a. Covers & Box - No Cracks b. All Lines Flowing Bqual Amounts c. No Back Flow 6. - Leach Field or Trench a. Dimensions R b. Stone Depth c. Capped Ends d. Clean Double Washed Stone' 7. Leach Pitienpth a. Dir�as b. SFnsh c. SPads d. e. Cement Pipe to Pit - Both Sides f. Clean Double 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 vith Aegard_to Pere Test d. Elevations v e; Water Table F i Y i WN OF NORTH ANDOVER BOARD OF'� HEALTH Location Permit # Food Service $ Retail Food $ 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 $ 7024 Health Agent White - Applicant Yellow - Dept. Pink - Treasurer Town of North Andover, Massachusetts Form No.s NORTq BOARD OF HEALTH 19 o c P i DESIGN APPROVAL FOR asS C""SE`� SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM • Applicant ���WZL/- ���� ��� Test No. : Site Location Reference Plans and Specs. NGINEER DESIGN DATE Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. CHAIRMAN,BOARD OF HEALTH Fe �/�� Site System Permit No. ��✓ TOIWA OF _.� A a B` 'of "EA ' SEPTIC PLAN SUBMITTAL FORM AUG 1 L ----•-- LOCATION: ;jam Eye- . � IZG �J NEW PLANS: renIX) $225.00/Plan Check #-. 1 " (Includes IRe- Rei REVISED PLANS: YES $60.00/Plan Check#: SITE EVALUA'T'ION FORMS INCLUDED: NO LOCAL UPGRADE FORM INCLUDED: 'YES NO x4k). DATE: :2 DATE TO CONSULTANT: _ DESIGN ENGINEER: L� PU 1 Telephone#: 7/157 OFFICE USE ONLY When the submission is complete(including check): i. _Date stamp plans 2. Complete the=DESIGN APPROVAL FOR SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM form 3. Attach file and route to the Health Director for review o _ > o Mill River Consulting Septic System Management Services December 1, 2003 Brain LaGrasse, Health Inspector �t DEC Town of North Andover �. Board of Health 27 Charles Street —�-- North Andover, MA 01845 RE: 300 Foster Street, Map 104B, Lot 2, Septic System Design Plan Dear Mr. LaGrasse, On November 17, 2003 a revised septic system design plan dated November 13, 2003 by Daniel Koravos, Merrimack Engineering Services was provided to Mill River Consulting for the subject property. On that same day I was contacted by the septic installer to complete a final construction inspection. The septic plan revised on November 13, 2003 indicates the presence of some type of easement in a portion of the soil absorption system. This easement was not present on the earlier design plan dated July 14, 2003 which was reviewed by our office. It is not clear as to the use or function of this easement and whether it will interfere with the current or future wastewater treatment and disposal provided by the septic system constructed at this address. Please be advised that Mill River Consulting accepts no responsibility for the review and or permitting of the design of the septic system upgrade at 300 Foster Street, and will not be held accountable or liable for any damages or liability, expressed or implied,by the property owner, subsequent property owners, the holder of the easement,the septic system contractor,the design engineer, or the Town of North Andover. I trust you will continue to find our services to be useful and effective in assisting the Town of North Andover perform its required responsibilities to assure that onsite wastewater systems are properly designed, constructed and maintained. Thank you for your understanding of this matter. inter lyr Daniel Ottenheimer President 5 Blackburn Center, Gloucester; Massachusetts 01930-2259 toll fret 1.800.377.3044 978.282.0014 info@millriverconsulting.com MERRIMACK t 1 ENGINEERING SERVICES INC. 1[9V79n � Engineers • Surveyors • Planners 66 Park Street ANDOVER, MASSACHUSETTS 01810 DATEJJOB NO. II- �--c�3 (978) 475-3555 ATTENTION Fax (978) 475-1448 TO RE: Tt OR OF F!L.'r. .. . l WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION I�eU Nt�G / c fYy F'j Lenar y.�l cv� nc l 7�o xl THESE ARE TRANSMITTED as checked below: 1? For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections ❑ Return corrected prints ❑ For review and comment ❑ NA ❑ FORBIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS �'hf 1)Iiii— yo';IL SET IznCV_- F�>ab)0 <Z. � COPY TO SIGNED: ff enclosures are not as noted,kindly notify us at once. MERRIMACK ENGINEERING SERVICES, INC. PROFESSIONAL ENGINEERS • LAND SURVEYORS • PLANNERS bb PARK STREET•ANDOVER,MASSACHUSETTS 01810•TEL(978)475-3555,373-5721 •FAX(978)475-1448•E-MAIL:merreng@aol.com October 14, 2003 Mr. Brian LaGrasse Health Inspector 27 Charles Street 1 North Andover' MA 01845 RE: 300 Foster Street Dear Mr. LaGrasse: In response to your letter dated September 29, 2003 regarding the above referenced site we have revised the plan to address both of your recommendations "though not reasons for y denial" as stated in your letter. Trenches were not designed in this instance for several reasons. The first reason is that when systems are designed and constructed entirely in fill as is the case here, the system functions similar to a leach field since the trenches are not being excavated in naturally occurring soil but in the fill material. Secondly, the overall area of excavation and disruption increases approximately 100% and the amount of fill required to construct the system increases accordingly. Finally, when this project began, it was mutually agreed upon by the Health Inspector and the Engineering Representative as to the location and type of replacement system that was to be designed. Though we respect the opinion of y our current reviewer, Mill River Consulting, their opinions vary from that of your two previous reviewers,Noonan and MacDowall and Port Engineering and from that of the Health Director at the time this project began. Most of the upgraded systems which were designed and constructed in the past nine years are consistent with this design. Our office as well as your previous reviewers feel that these designs are consistent with the intent of Title 5 for upgrades and ask that the design be approved as resubmitted. If you feel differently or are unable to process this request, we understand and respectfully request to be placed on the October 23, 2003 Board of Health agenda so we can discuss these matters with the Board. Very truly yours, MERRIMACK ENGINEERING SERVICES William Dufresne Project Manager cd 0 (D •>' TOWN OF NORTH ANDOVER o} HEALTH DEPARTMENT f- 27 CHARLES STREET 9 <ocwiniwx."1' NORTH ANDOVER,MASSACHUSETTS 01845 T4s�•�•�^Ptc`� SRCHUS Sandra Starr,R.S.,C.H.O. Telephone(978)688-9540 Public Health Director FAX(978)688-9542 FAX Bill Dufresne From: Pamela To: MERRIMACK ENGINEERING 66 PARK STREET Andover,MA 01810 978-475-1448 Pages: 2'3 Fax: 978-475-3555 Date: Phone: Septic Plan Response CC: Re: ❑ Urgent x For Review ❑ Please Comment ❑ Please Reply ❑Please Recycle • Comments: Attached is the response from the Health Agent regarding Septic Plans for the following property: V y A copy has also been mailed to the homeowner. Please call 978-688-9540 for assistance with any questions. Thank you. Cc: File Homeowner i 0 a� O TOWN OF NORTH ANDOVER of NORrH Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 27 CHARLES STREET NORTH ANDOVER,MASSACHUSETTS 01845s;C�;;��' Heidi Griffin 978.688.9540—Phone Acting Health Director 978.688.9542—FAX September 29,2003 Bill Dufresne Merrimack Engineering Services 66 Park Street North Andover,MA 01845 Re: 300 Foster Street,Map 104B,Lot 2 Dear Mr. Dufresne: The proposed septic system design plans for the above site dated July 25,2003,revised September 4,2003 and received September 8,2003 have been reviewed. Unfortunately,the plan cannot be approved as submitted. The following items are in need of attention prior to plan approval and were so indicated in our earlier letter: 1. Trenches shall be used wherever possible,please incorporate them into this design or explain why they are not used in this instance. (3 10 CMR 15.240 (6)) While not a reason for disapproval,it appears you may be able to: 1. Minimize time for approval of this design by not requesting a variance from 310 CMR 15.220(4)(a)and North Andover Regulations 8.02 0). These matters will require a full hearing before the North Andover Board of Health after proper abutter notification as well as review by the Massachusetts Department of Environmental Protection. You may wish to submit a revised site plan,or an accompanying document, which depicts the property boundaries as required. 2. Not designing based on 900 sq. ft. of soil absorption system but on the design loading rate as specified in state and local regulations. Please feel free to contact the office with any questions you may have. We look forward to working with you to obtain a replacement septic system which will be in compliance with all regulations and assure the protection of public health and the environment of North Andover. � Q Sincerely, Bria grasse Health Inspector cc: Homeowner CD&S Dir. File Pave 7 of 7. Page 1 of 2 O 0 r Pamela DelleChiaie From: "Dan Ottenheimer"<info@milldverconsulting.com> To: "'Pamela DelleChiaie"'<pdellechiaie@townofnorthandover.com> Cc: "'Brian LaGrasse"'<blagrasse@townofnorthandover.com>; "'Heidi Griffin"' <hg dffi n@townofnorthand over.com> Sent: Wednesday, September 17,2003 4:54 PM Subject: RE: 300 Foster Street-Revised Design Plan Status Just getting in to the office to find this e-mail. Sounds like the matter has been resolved as we discussed on the telephone. I believe there was a communication gap between the property owner and the designer as I had spoken with him yesterday and pointed out ways he can design the septic system in compliance with state and local standards—and it will probably be smaller and less costly than what had been initially proposed. The items being reported by the homeowners were based on information which was prior to my conversation with Merrimack Engineering. Editorial: It irks me when a designer doesn't take the time to explain things to their client and passes the buck onto the local health official. If I were paying an attorney and they weren't explaining things to me, would I go demand that the Judge solve my problem? No, I would ask my attorney to sit down with me to explain the situation. The same should be true of septic system designers. Some have better communication skills than others I guess, or perhaps some charge more so that they have the time built in to walk the client through the approval process while others don't? Not sure of the reason just that I know it isn't fair to you all to be the brunt of someone else's problems. Dan Mill River Consulting Septic System Management Services 5 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 info@millriverconsulting.com -----Original Message----- From: Pamela DelleChiaie [mailto:pdellechiaie@townofnorthandover.com] Sent: Wednesday, September 17, 2003 11:55 AM To: Dan Ottenheimer Cc: Brian LaGrasse; Heidi Griffin Subject: 300 Foster Street- Revised Design Plan Status Importance: High Hi Dan, The h/o, Mrs. Shah, came to the counter this morning just a short time ago and wanted to speak with Heidi Griffin,Acting Health Director re: (we think)the status of these plans. She really wouldn't say. These were the revised plans. I'm attaching the report for reference. The engineer is Bill Dufresne at Merrimack Engineering. Can you just e-mail back and let me know what the status is so that Heidi will know in case we get any additional inquiries? Thanks, 9/18/2003 OPage 1 of 1 , Pamela DelleChiaie From: "Dan Ottenheimer"<info@miliriverconsulting.com> To: "'Pamela DelleChiaie"' <pdellechiaie@townofnorthandover.com> Sent: Tuesday, September 09,2003 8:39 AM Subject: RE: 300 Foster Street-Revised Plan Review Ok. Dan Mill River Consulting Septic System Management Services 5 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 info@millriverconsulting.com I -----Original Message----- From: Pamela DelleChiaie[mailto:pdellechiaie@townofnorthandover.com] Sent: Monday, September 08, 2003 4:22 PM To: Dan Ottenheimer Cc: Heidi Griffin; Brian laGrasse Subject: 300 Foster Street- Revised Plan Review Dan, I'll be sending the revised plan to you for review. Pam 9/9/2003 Page 1 of 1 DelleChiaie, Pamela From: Lagrasse, Brian Sent: Thursday,September 04,20031:28 PM To: info@milldverconsulting.com Cc: DelleChiaie, Pamela Subject:.RE: 300 Foster,206 Forest Street Hi Dan,just wanted to let you know that Bill Dufresne from Merrimack Engineering has some questions regarding this review and wanted to speak to you at your convenience. his nunber is 978 475 3555. Also wanted to thank you for your effort and all the help you have been giving me. Mike Reilly has also requested a bottom of bed inspection on 206 Forest Street when you have an opening. He stated it will be ready anytime friday midmorning or later. His cell is 978 375 4811. Thanks, Brian -----Original Message----- From: Dan Ottenheimer[mailto:info@miliriverconsuking.com] Sent:Tuesday, September 02, 2003 4:36 PM To: blagrasse@townofnorthandover.com; pdellechiaie@townofnorthandover.com Subject: 300 Foster Plan review attached. You will note that a plumbing permit will be necessary to raise the sewer pipe in the basement. You should include that as a condition of approval if you do the review of the revised plan, or I will include it if I do the review. Dan Mill River Consulting Septic System Management Services 5 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 info@milldverconsulting.com 9/4/2003 Page 1 of 1 1 ' Pamela DelleChiaie From: 'Dan Ottenheimer"<info@millriverconsulting.com> To: <blagrasse@townofnorthandover.com>;<pdellechiaie@townofnorthandover.com> Sent: Tuesday,September 02, 2003 4:35 PM Attach: Foster St.#300 Plan Review Letter.doc Subject: 300 Foster Plan review attached. You will note that alumbin permit will be necessary p g p scary to raise the sewer pipe in the basement. You should include that as a condition of approval if you do the review of the revised plan, or I will include it if I do the review. Dan Mill River Consulting Septic System Management Services 5 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 info@millriverconsulting.com 9/8/2003 o N.-� Yr TOWN OF NORTH ANDOVER HEALTH DEPARTMENT A 27 CHARLES STREET * a + NORTH ANDOVER,MASSACHUSETTS 01845 b'T4TFb ITT S�1C Huy Sandra Starr,R.S.,C.H.O. Telephone(978)688-9540 Public Health Director FAX(978)688-9542 FAX Bill Dufresne From: Pamela f To: MERRIMACK ENGINEERING 66 PARK STREET Andover,MA 01810 978-475-1448 Pages: 2 Fax: 978-475-3555 Date: Phone: Re: Septic Plan Response CC: Sandra'Starr, R.S.,C.H.O. Health Director ❑ Urgent x For Review ❑Please Comment ❑Please Reply ❑Please Recycle • Comments: Attached is the response from 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 Homeowner Building Dept. O O Town of North Andover ",.e• ,� ORTq o Office of the Health Department •`' ` Community Development and Services Division + ; 27 Charles Street " '+ •� # North Andover, Massachusetts 01845C65tt Sandra Starr Telephone(978)688-9540 Public Health Director Fax(978)688-9542 September 2,2003 Bill Dufresne Merrimack Engineering Services 66 Park Street North Andover,MA 01845 Re: 300 Foster Street Dear Mr. Dufresne: The proposed septic system design plans for the above site dated July 25,2003 have been reviewed and have been found to have technical deficiencies that must be addressed prior to the plan approval. They are as follows: 1. The northwest property boundary and the associated abutter are missing. (3 10 CMR 15.220(4)(x)and NA 8.02j) 2. Soil log for T-2 is missing description of texture and color for C2 3. A note is required stating the building sewer shall be laid on a compact,firm base. (3 10 CMR 15.222(5)) 4. Tees on septic tank must extend 6"above flow line. (3 10 CMR 15.227(1)) 5. Three(3)access manhole covers are required and are shown in the tank detail top view but are not shown in the tank detail section. 6. The manhole located within 6"of grade must be childproof. (310 CMR 15.228(2)) 7. Inlet and outlet tees must be located on the centerline of the tank and it is not clear from the plan that it shall be required. (3 10 CMR 15.227(1)) ' 8. The septic tank must have 9"min and 36"max. cover. It is not clear from the profile that this shall be required. (3 10 CMR 15.228(1)and 221(7)). 9. The septic tank must be H-10 loading and this shall be stated on the plan. (3 10 CMR 15.226(3)) 10. Trenches shall be used wherever possible,please explain why they are not used in this instance. (3 10 CMR 15.240(6)) 11.Final grade over leach facility must slope 0.02ft/ft. (3 10 CMR 15.240 (10)) 12. Toe of fill is less than 5'to property line at street therefore a Swale is required. (3 10 CMR 15.255(2)) BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 o rr 13. The distribution lines shall be connected with as olid pipe. It:snot clear from the plan that a solid pipe is required. (NA 15.01) While not a reason for disapproval,it appears you may be able to minimize some fill material utilization with the placement of an impermeable barrier in compliance with the Massachusetts Department of Environmental Protection Policy BRP/DWM/WPeP!G02-1. Please call the office if you have any questions. Sin ely Brian J. LaGrasse Health Inspector cc: Homeowner CD&S Dir. File TOWN OF. 6 SYSTEM PUMPING RECORD DATE:_..qiW-AY " zuw s SYSTEM OWNER& ADDRESS SYSTEM LOCATION (example:left front of house) t DATE OF PUMPING: QUANTITY PUMPED : GALLONS CESSPOOL: NO YES SEPTIC TANK: NO YES 7-NATURE OP'SERVICE: ROUTINE EMERGENCY OBSERVATIONS: GOOD CONDITION FULL TO COVER HEAVY GREASE BAFFLES IN PLACE ROOTS LEACHFIELD RUNBACK EXCESSIVE SOLIDS FLOODED f SOLIDS CARRYOVER OTHER(EXPLAIN) SYSTEM PUMPED BY: Bateson Enterprises, Inc. COMMENTS: CONTENTS TRANSFERRED TO: T • r" r i i . L `1 Sc-,G t3 l ef s l o` F.l.E VAT 1 hlV PIPE OUT OF HSE. As E5 U 1 L 1 1AlL/- PIDF 1mTo'id1.11� _ I-3C-Z-fib V � 5u OLE '4b ��,�/� I N S/_Pi DF I hM2 D-PDX 2- . 'r�~L.• G� � �� I my, n pp- ni 1T 0Puny. a4 GwlD O!^" PI PEE F o rz rl` - t•} cjGA.L.t 1'ta (� � DA`rE,` RC1'` ) FCZANK GGA-�►�n,'� ASavcl�aTES E N Cwt(.IEt�tZS>�. At2L.�--t tTEGT�3 Sl1BS,,,R ACE DISPOSAL SYSTEM CHECK LIST 4 NORTH ANDOVER BOARD OF HEALTH bPROV ED DkTE PROVIDED DISAPPROVED DATE TIME REASON f fTitl, 5 Reg. 2. 5 Fail OK T submitted plan must show as a minumum: (a) the lot to be served (area,dimensions ,l.ot //,abutters) (Planning Board files) (b location and log of deep observation holes-distance to ties (c) location and results of percolation tests-distance to ties L. (d) design calculations & calculations showing required leaching area (e) location and dimensions sf system (including reserve area) existing and proposed contours A`glocation of any wet areas within 100' of the sewage disposal system ot-sdisclaimer (check wetlands mapping) (h surface and subsurface drains within 100' of sewage disposal system or disclaimer, mer, (i) location of any drainage easements within 100' of seiiage disposal system or disclaimer (planning board < files) j; ) known sources of water supply within 200' of sewage Xdisposal system or disclaimer �((k,/location of any proposed well to serve the lot (100' from leaching facility) (1 location of water lines on property (10' from. leaching facilities) (m) location of benchmark driveways o -1 garbage disposers p no PVC is to be used in construction a profile of the system (elevations of basement , plumb( pipe septic tank, distribution box inlets and outle:,s , distribution field piping and any other elevations) (r) , maximum ground water elevation in area of sewage dispo: system (s) plan must be prepared by a Professional Engineer or other professional authorized by law to prepare such plans S tic Tanks Reg. 6 (a Capacities - 150% of flow, water table , tees , depth of tees , access, pumping, b Cleanout c) 10' from cellar wall or inground swimming pool (d) 25' from subsurface drains SOIL PROFILE & PERCOLATI TEST• DATA ,Town�i No.&Street Lot No. V Loc./Subdiv. 7`r'�r y,-, �//, Plan Owner "O. Investigator ��,- ,C�Gi 920- bserver �/77 SOIL PROFILES-DATE S3. . 1. Elev. �' Elev. Elev. E4lev. 0 0 0 1\0 1 1 1 1 2 2 2 2 3 3 3 3 4 4 4 4 \5 5 5 S X6 ` 6 6 6 a' 3 8 8 8 8 9 9 .9 9 f. 10 10 10 10 Benchmark-- Location Elevation Datum Percolation Tests-Date 21) 7 Pit Number 1 2 3 4 5 Start Saturation Soak-Mins. Start Test-.Time 6 Drop of 3"-Time : G Drop of '6"-Time , ,2 Mins. lst 3"Dro Mins.2nd 3"Dro r� Notes & Sketches on Backrank C. Gelinas & Associates, North And. ��OW ltd GCS ry Lc - ,- 1 Town of North Andover, Massachusetts Form No. 1 `^ NORTH BOARD OF HEALTH O F {wp A AATEO APPLICATION FOR SITE TESTING/INSPECTION p� PPp<�y ��SSACHUS�� i Applicant ,�` �'" �� Ti� �irl �7 `r'1_ NAME ADDRESS TELEPHONE Site Location Engineer A.CJ,L`'--'W/;-e C � / %3SS.� NAME ADDRESS i-TELEPHONE Test/1 nspection Date and Time UAJ4---:-, f/, /0 � CHAIRMAN,BOARD OF HEALTH Fee Test No. -of S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No. l��✓�!!'/ ��if�if�/////���/�= �✓fpr. TOWN OF NORTH ANDOVER BOARD OF HEALTH / Location �-00 �-y--Cc ' --s , Permit # Food Service $ Retail Food $ Limited Retail $ Seasonal $ Disposal Works Installers $ Disposal Works Construction $ _ Soil Testing 11-/ $ 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 $ 6 Un 7 Health Agent Uhite - Applicant Yellow - Dept. Pink - Treasurer (� BOARD OF HEALTH �1 RTH ANDOVER MA 0184 -1/ ' 978-688-9540 APPLICATION FOR SOIL TESTS 2003 k DATE: --072 MAP &PARCEL: LOCATION OF SOIL TESTS:' ( Gt-7) OWNER: 5 I-I ii)l.� I71 U_` TEL. NO.: ADDRESS: ENGINEER: �.l�� �� TEL. NO.: 57'31;;5 S CERTIFIED SOIL EVALUATOR: 071 LV P FK0i 70 6 Intended Use of Land: Residential Subdivision in a Family H e Commercial Is This: / Repair Testing: Undeveloped lot testing: In the Lake Cochichewick Watershed? ` Yes No THE FOLLOWING MUST BE INCLUDED WITH THIS FORM 1. Proof of land ownership (Tax bill, or letter from owner permitting test) 2. Plot plan & Location of Testing 3. Fee of$425.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of$200.00 per lot for repairs or mparades. (If time is not critical, fee for repairs is$75.00) GENERAL INFORMATION 1- 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. 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NO.: CERTIFIED SOIL EVALUATOR: t, Intended Use of Land: Residential Subdivision in a Family H e Commercial Is This: Repair Testing: ,/ Undeveloped lot testing: In the Lake Cochichewick Watershed? Yes No THE FOLLOWING MUST BE INCLUDED WITH THIS FORM 1. Proof of land ownership (Tax bill, or letter from owner permitting test) 2. Plot plan & Location of Testing 3. Fee of$425.00 per lot for new construction. This covers the minimum two deep holes and two percolation tests required for each disposal area. Fee of$200.00 per lot for repairs or Lipgrades. (If time is not critical, fee for repairs is$75.00) GENERAL INFORMATION 1. Only Certified Soil Evaluators may perform deep hole inspections. 2. Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. 3. At least two deep holes and two percolation tests are required for each septic system disposal area. 4. Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. 5. Full payment will be required for all additional tests within two weeks of testing. 6. Within 45 days of testing, a scaled plan(no smaller than 1"-100') shall be submitted to the Board of Health showing the location of all tests(including aborted tests). 7. Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line N.A. Conservation Commission Approval: Date Received: Check Amount: 02AV&. Check Date: y/ . . .. w.w..v.w........v ...u.111-1V /V, 1 0 .rs.u— i If it F- . - .0:. _ .. . T1✓E/� '' f� 56N Fromc`7/�ND lj/�f'>� • Co. Co. . �D: o1= A�59_/� . ``J� , Dept. Phone#�� '� y�(� _ •, .- + £ Fax# Fax# / -1 . 683-1.31�l 1p g, g/96 �, Y nay i % L � _ . _ :raj xn"t _ k S x.V ..: t _ t.[ ; .. ._,}, k _t$- ti t[ 1. 1 F� t J i w t t 1.. y, t ,. J. 4 - i a S> ., A 1 t 1. 6 {r r j, - ..t. s- n. 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' �'s7 .e ..:� _ : ..;Y. {- .. - #�T >t .C7.'� t .�i+�(^T''1�-_ O 01, NUMBER FEE 1092 COMMONWEALTH OF MASSACHUSETTS $20000 North Andover Board of Health SHAH, VISHNU T &DIPTI V SHAH ------------------------------------------------------------------------------------------------------------------------------ NAME 300 FOSTER STREET ------------------------------------------------------------------------------------------------------------------------------ ADDRESS IS HEREBY GRANTED A PERMIT Application For Site Testing/Inspection This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires-- ----------------------------------------unless sooner suspended or revoked. ----------------------------------------------------------------- May 13,2003 -------------- ---------- ---- - - ---------- Board ----------------------------------------------------------------- of - Health ----------------------------------------------------------------- NUMBER FEE 1092 COMMONWEALTH OF MASSACHUSETTS $20000 North Andover Board of Health SHAH, VISHNU T &DIPTI V SHAH NWE 300 FOSTER STREET ------------------------------------------------ ------------------------------------------------------------------------------ ADDRESS IS HEREBY GRANTED A PERMIT Application For Site Testing/Inspection This permit is granted in conformity with the Statutes and ordinances relating thereto,and expires----------------------------------------------------unless sooner suspended or revoked. ----------------------------------------------------------------- May 13,2003 ----------------------------------------------------------------- Board ---------------------------------------------------------------- of --------------------------------------------- --- -------- Health J TQWN OF NORTH ANDOVER r HEALTH DEPARTMENT iG. x 27 CHARLES STREET A47E0 �I NORTH ANDOVER,MASSACHUSETTS 01845 'ss,��.►StiK Sandra Starr,RS., C.H.O. Telephone(978)688-9540 Public Health Director FAX(978)688-9542 FAX Bill Dufresne From: Pamela for Sandra Starr TO: MERRIMACK ENGINEERING 66 PARK STREET Andover,MA 01810 978-475-1448 Pages: 2 Fac PINK 978475-3555 Date; Septic Plan Response CC: Sandra Starr, R.S.,C.H.O. Re• Health Director 0 Urgent x For Review 0 Please Comment ❑Please Reply ❑Please Recycle •Comments: Attached is the response from Sandra Starr 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. Xc: Address File Chrono File II Town of North Andover, Masses setts Form No. 1 < pORTH BOARD OF HEALTH '' °p o:,: ,•� ' APPLICATION FOR SITE TESTING/INSPECTION TED W ��SsgCHUS���y NAME ADDRESS TELEPHONE Site Location Engineer NAME ADDRESS - TELEPHONE Test/I nspection Date and Time W16 L CHAIRMAN,BOARD OF HEALTH Fee � - Test No. :1�� ®3 S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No. o - o Location: 0 5'r!; — Owner's Name: V 110Hi,i L1 't DI Pi`s Map/Parcel: 'fGil l 7i Address:_'1POST G �j'� j Installer. Tel#:_ G 9 3- 4&gNew(SIMM_._____Repair —0'' Date: '' ' -Ol Wetlands�Zone II--- Soil Symbol G Soil Raine o� —.a4--. � f Soil Class 13 Deep Observation Hole Logs Elevation Depth Soil Horizon Soil Texture Soil Color SOD Mottling % Gravel,Stones,e • t c y7i't �1 tit \1.6a `fA (�c�OSC"��ltNla SNA f%p 1tat t Pl f/CNtJ Z- 51 t-0,3`( v, � Patent Aiaterial4 t.1< Depth to Bedrock: Standin;Water in the Hole: Weepin from Pit Faee OLS S S ESHG�V: G T�2 pew t!I tali b-�l7 4 �y L , l°�'��� --• l,.i Ic t'�►xt,t�,- �ir�Mb �fq- i761►t��'o" uFay 75•IvS t, V y�N �,�Y �1 Z,5Y(j� l.rows a1�i, t.af'eFrra�rf�l ti� Parent Mateciat'�/� Depth to Bedrodk— Sft ding water in the Hole:.� Weepin,fi m Pit Face8 V �MGIV: 60, Date_1;-1 q-t7"�_ Percolation Tests Observation Hole# Y! _ Depth of Pem Start Fre-soak- Time re-soakTime at 12" ;n Tune at 9" Time at 6" Time(V-6")—=.- -Rate ")_-Rate M u tch ! OCA=MON, � � © STS s 0-' 'iV i n La 71.ON 7- r .- l INEX �1 3'r.I5 mom . - 1 tl\� n f R—.. f ---------------------- in i 4)A�"x 42" -o� �o '.�j o s i TOWN OF NORTH ANDOVER SYSTEM PUMPING RECORD DATE: �_ q"bot SYSTEM OWNER &ADDRESS SYSTEM LOCATION (example: left front of house) DATE OF PUMPING: `1" q.-0QUANTITY PUMPED �' GALLONS CESSPOOL: NO . YES SEP IC TANK: NO YES NATURE OF SERVICE: ROUTINE EMERGENCY OBSERVATIONS: GOOD CONDITION FULL TO COVER HEAVY GREASE BAFFLES IN PLACE ROOTS LEACHFIELD RUNBACK EXCESSIVE SOLIDS FLOODED SOLIDS CARRYOVER OTHER (EXPLAIN) SYSTEM PUMPED BY: r COMMENTS: CONTENTS TRANSFERRED TO: t f S THOMAS E6,1W VE ASSOCIATES, INC. .t October 27, 1997 North Andover Board of Health 30 School Street North Andover, MA 01845 Attn: Sandy Starr Re: Lots 2 & 4 Foster Street, North Andover Dear Ms. Starr: In accordance with 310 CMR 15.018 - Function of Soil Evaluators, find enclosed copies of the certification forms for the soil testing which was conducted at the above- referenced property on September 25, 1997 & October 21, 1997. Also enclosed please find a plan showing the location of the soil tests performed on the property. If you should have any questions regarding any of this information please do not hesitate to contact our office. Very truly yours, THOMAS E. NEVE ASSOCIATES, INC. John M. Morin, P.E. Executive Vice President JMWkmm Enclosures 2 7 #1686 NASOILEV.WPS • ENGINEERS • • LAND SURVEYORS • • LAND USE PLANNERS • 447 Old Boston Road U.S. Route #1 Topsfield, MA 01983 (508) 887-8586 FAX (508) 887-3480 i f FORM 11 - SOIL EVALUATOR FORM Pagel of 3 No. Date: Oct. 17, 1997 Commonwealth of Massachusetts North Andover, Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed By: John Morin(Neve Associates, Inc) Date: Sept. 25, 1997 Witnessed By: Susan Ford (NABOI) Location Address or Lot#2 -Foster Street owner's Name Travis& Tim Construction Lot# Address and 770 Boxford Street North Andover, MA Telephone# 687-7774 New Construction XX Repair Office Review Published Soil Survey Available: No F Yes a Year Published 1981 Publication Scale 1"= 1320' Soil Map Unit RoD (Charlton/Hollis) Drainage Class Well Drained Soil Limitations Sudicial Geologic rt Available: No X Y est Year Published Publication Scale Geologic Material(Map Unit) Landform Flood Insurance Rate Map: Above 500 year flood boundary No Yes X Within 500 year flood boundary No X Yes Within 100 year flood boundary No X Yes Wetland Area: National Wetland Inventory Map(map unit) Wetlands Conservancy Program Map(map unit) Current Water Resource Conditions(USGS): Month Range: Above Normal Normal Below Normal Other References Reviewed: DEP APPROVED FORM-17107/95 3o kv2 nom... FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Lot 2 -Foster Street On - Site Review Deep Hole Number 3-3 Date Sept. 25, 1997 Time PM Weather Sunny,60's Location(identify on site plan) See plan Land Use Residential Slope(%) 10% Surface Stones Some Ledge Outcrops in Area Vegetation Wooded Landform Position on landscape(sketch on the back) See Plan Distances from: Open water Body NA feet Drainage way NA feet Possible Wet Area 180 feet Property Line 70 feet Drinking Water Well 400 feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,Consistency, Gravel) Big Bones, Aborted Hole *MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic) Depth to Bedrock: None Depth to Groundwater. Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water. 410 f. FORM 11 -SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Lot 2 -Foster Street On - Site Review Deep Hole Nmmmber 3-1 Date Sept.25, 1997 Time PM Weather Sunny,60's Location(identify on site plan) See plan Land Use Residential Slope(%) 6% Surface Stones Some Ledge Outcrops in Area Vegetation Wooded Landform Position on landscape(sketch on the back) See Plan Distances from: Open Water Body NA feet Drainage way NA feet Possible Wet Area 200 feet Property Line 50 feet Drinking Water Well 450 feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,Consistency, Gravel) 211 - 011 " - 0" O 011 -211 " -2" A F.S.L. 10YR3/2 None 2" 18" Bw F.S.L. 10YR5/8 None 30%Bldrs, Wavey Boundary 18" - 118" C V.Gr.S.L. 2.5Y6/4 46" 7.5YR7/4 *MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic) Depth to Bedrock: None Depth to Groundwater. Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water. 46" S 4 FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. Lot 2 -Foster Street On - Site Review Deep Hole Number 3-2 Date Sept.25, 1997 Time PM Weather Sunny,60's Location(identify on site plan) See plan Land Use Residential Slope(%) 6% Surface Stones Some Ledge Outcrops in Area Vegetation Wooded Landform Position on landscape(sketch on the back) See Plan Distances from: Open water Body NA feet Drainage way NA feet Possible Wet Area 210 feet Property Line 60 feet Driuldng Water Well 460 feet Other DEEP OBSERVATION HOLE LOG* Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,Consistency, Gravel) 211 -011 " -0" 0 011 -211 A F.S.L. 1OYR3/2 None 211 -2011 Bw F.S.L. 10YR4/6 None Boulders 20" 40" C1 F.S.L. 1OYR5/6 None 40" - 135" C2 Gr.L.S. 2.5Y6/6 49" Many stones below 80" 7.5YR5/8 "MINDAUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA Parent Material(geologic) Depth to Bedrock: None Depth to Groundwater. Standing Water in the Hole: None Weeping from Pit Face: None Estimated Seasonal High Ground Water: 49" DEP APPROVED FORM-17107/95 30&v2 Sam FORM 11 SOIL EVALUATOR FORM Page 3 of 3 Location Address or Lot No. Lot 2 Foster Street Determination for Seasonal High Water Table Method Used: F7Depth observed standing in observation hole inches Depth weeping from side of observation hole inches Depth to soil mottles 46 inches F7Ground water adjustment feet Index Well Number Reading Date Index well level Adjustment factor Adjusted ground water level Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption em? P rP Y� Yes If not,what is the depth of naturally occurring pervious material? Certification I certify that on 4/97 I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature yl��y. Date a-7 J DEP APPROVED FORM-12107!95 soilov2.s= Page 3 of 3 Location Address or Lot No. Lot 2 Foster Street Determination for Seasonal High Water Table Method Used: F] Depth observed standing in observation hole inches Depth weeping from side of observation hole inches 0 Depth to soil mottles 49 inches Ground water adjustment feet Index Well Number Reading Date Index well level Adjustment factor Adjusted ground water level Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? yes If not,what is the depth of naturally occurring pervious material? Certification I certify that on 4/97 I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training, expertise and experience described in 310 CMR 15.017. Signature Date 1011-719 T DEP APPROVED FORM-17/07/95 soikv2 sem FORM 12 -PERCOLATION TEST Location Address or Lot No. Lot 2 -Foster Street COMMONWEALTH OF MASSACHUSETTS North Andover ,Massachusetts Percolation Test* Date: Sept. 25, 1997 Time: Observation Hole#: Perc 4 Perc 5 Depth of Perc 6611 64" Start Pre-soak 1:20 PM 1:35 PM End Pre-soak 1:35 PM 1:50 PM Time at 12" 1:35 PM 1:50 PM Time at 9" 2:05 PM 2:08 PM Time at 6" 2:30 PM 2:38 PM Time(9"-6") 25 minutes 30 minutes Rate Min./Inch 9 Mm/Inch 10 Min/Inch *Minimum of 1 percolation test must be performed in both the primary area AND reserve area. Site Passed Site Failed n Performed By: Paul Cardone ( eve Associates Inc) Witnessed By: R j oy (g o") Comments: DEP APPROVED FORM-11107/95 P=f0M1amm Town of North Andover, Massachusetts Form No. 1 NQRTN BOARD OF HEALTH 32 Q��SLED ib�6�OL 19. APPLICATION FOR SITE TESTING/INSPECTION AERATED PpP �y �SSACHUS�� Applicant—P&reX _F4�'2� NAME ADDRESS TELEPHONE Site Location 5. Engineer AME ADDRESS TELEPHONE Test/[ ection Date and Time !7� / CHAIRMAN,BOARD OF HEALTH Fee Test No. 30q S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No. Town of North Andover, Massachusetts Form No. 1 NORTH BOARD OF HEALTH O1�S�.ED �6, �? y� 6 °OL 19 O APPLICATION FOR SITE TESTING/INSPECTION 7 AAAATED PPP �C7 �SSACHUS�� rw Applicant NAME ADDRESS TELEPHONE Site Location Engineer NAME ADDRESS TELEPHONE Test/Inspection Date and Time CHAIRMAN,BOARD OF HEALTH Fee Test No. S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No. Town of North Andover, Massachusetts Form No.s f NORTq BOARD OF HEALTH (� `/y� /X^� ! C! •1' s DESIGN APPROVAL FOR SSACMUSEt SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM r Applicant �-� . Test No. Site Location Z,4 Reference Plans and Specs.`l� ENGINEER DESIGN DATE Permission is granted for an individual soil absorption sewage disposal system to be installed in accordance with regulations of Board of Health. a17/9g CHAIRMAN,BOARD OF HEALTH L 0. Site System Permit No./o 0 5� Commonwealth of Massachusetts City/Town of RL-0 i V E D System Pumping Record OCT 3 0 2009 Form 4 M yV•• JVER T DEP has provided this form for use by local Boards of , alth;POther-f&iW�'�fav be used, but the information must be,substantially the same as that provided here. Before using this form,check with local Board of Health tQ determine the form they use.The System Pumping Record must be submitted to the local Board of Health'motlacr approving authority. A. Facility Information 1. System Location: Left side of house, Right side of house, Left front of houlaci ht front of Nous Left rear of house, Right rear of house. Left rear of building. Right rear of building. Address ^"--' 00(4�� —�/ City/Town State Zip Code 2. System Owner. Name Address(if different from location) City/Town State(�C-� Zip Code Telephone Number t B. Pumping Record 1. Date of Pumping l Quantity Pumped: Date Gallons 3. Type of system: ❑ Cesspool(s) Septic Tank ❑ Tight Tank ❑ Other(describe): 4. Effluent Tee Filter present? es No If yes, was it cleaned? es ❑ No 5. Condition of System: CI V✓ yl.� 6 6. System Pumped By: Neil Bateson F5821 Name Vehicle License Number Bateson Enterprises Inc Company 7. Locatioambere contents were disposed: G.L_S.D Lowell Waste Water Signature of Hauler Date t5foffn4.doc•06/03 System Pumping Recons•Page 1 of 1 Commonwealth.of Massachusetts QED -r"I -D City/Town of System Pumping Record APR 2 5 2006 Form 4 `' „• - TOWN OF NORTH ANDOVER HEALTH DEPARTMENT DEP has provided this form for use by local Boards of Health. The System Pumping Record must be submitted to the local Board of Health or other approving authority. . A. Facility Information IM portant: When filling out 1. Sys em Location- forms the computer,use only the tab key Address to move your �� cursor-do not use the-return C�ty/T°wn State Zip Code key. 2.. System Owner: Name ream Address if different from location) i ton CityTow n . Stat ZiCode p Telephone Number B. pumping :Record i. ate of Pumping 16 Date 2. Quantrty Pumped. Gallons 3. Type of system: ❑ Cesspool(s) --Se' ptic Tank- ❑ Tight Tank ❑ Other(describe)' 4: Effluent Tee Filter re sent� ❑ No If Yes was it cleaned?. _"91�0 No 5. Con ition of System-l") (� 6: System Pum ed By :Name VehiGe License Number Company 7. Location where contents We isposed: Signature f H uler Date http://www.niass.go.v/dep/Water/approvals/`t5form s.htrn#inspect t5form4.doc•06103 System Pumping Record•Page 1 of 1 Commonwealth of Massachusetts City/Town of RECEVVI ED System Pumping Record p` Form 4 SEP 16 2008 DEP has provided this form for use by local Boards of Health. Othern s r "e�ti"e�'used;but' e i fI- I H'll JIG:IVBeck information must be substantially the same as that provided here. Before-usmg-thlsform;ch 'th your local Board of Health to determine the form they use.The System Pumping Record must be submitted to the local Board of Health or other approving authority. A. Facility Information Important: When filling out 1. Systelm Location: forms on the computer,use only the tab key Address �� to move your cursor-do not Cityfrown State f Zip Code use the return key. 2 System Owner. svla� Name Address(if different from location) City/Town Statem Code Telephone Number B. Pumping Record 1. Date of Pumping 2. Quantity Pumped: Date Gallons 3. Type of system: ❑ Cesspool(s) eptic Tank ❑ Tight Tank ❑ Other(describe): 4. Effluent Tee Filter present? es ❑ No If yes,was it cleaned? &� No 5. Condi 'on of Systgm: 6. Syst Pum By: ►-� Name Vehicle License Number Company 7. Locatio rrcon# ,,s disposed: Signatu of au Date t5form4.doc-06/03 System Pumping Record•Page 1 of 1 ! SEPTIC PLAN SUBMITTALS LOCATION: Zo NEW PLANS: Gii:) $60.00/Plan REVISED PLANS: YES $25.00/Plan 1 DATE: 3C/ DESIGN ENGINEER: ��- When the submission is all in place, route to the Health Secretary PLAN REVIEW CHECKLIST ADDRESST /�O STEL ENGINEER 14Icy� GENERAL 3 COPIES 1-1/ STAMP`11-11" LOCUS v/ NORTH ARROW t/ SCALE CONTOURS ll"*" l PROFILEy (Sc) SECTION Vl BENCHMARK b--' SOIL & PERCS `� ELEVATIONS WETS . DISCLAIMER t/- WELLS & WETS L-''' WATERSHED?_A�> DRIVEWAY L-"' WATER LINE r FDN DRAIN M&P t� SCH40 4" TESTS CURRENT? SOIL EVAL J, AZ)AUA/ SEPTIC TANK MIN 1500G v . 1.7 INVERT DROP GARB. GRINDERel(2 comps +200 10 ' TO FDN ✓ MANHOLE ELEV GW - # COMPS .j GB D-BOX SIZE # LINES FIRST 2 ' LEVEL STATEMENT INLET - OUTLET 17 (2" OR . 17 FT) TEE REQ 'D? X/O LEACHING v MIN 440 GPD? RESERVE AREA V--/ 4 ' FROM PRIMARY? 2s SLOPE 100 ' TO WETLANDS f-� 100 ' TO WELLS 4 ' TO S.H.GW ✓ ( 51 >2M/IN) 20 ' TO FND & INTRCPTR DRAINS �� 400 ' TO SURFACE H2O SUP L� 4 ' PERM. SOIL BELOW FACILITY MIN 12" COVER --'FILL? BREAKOUT MET? TRENCHES MIN 440 gpd SLOPE (min . 005 or 6"/1001 ) SIDEWALL DIST . 3X EFF. W OR D (MIN 61 ) f RESERVE BETWEEN TRENCHES?&---- IN FILL? �� MUST BE 10 ' MIN. 4" PEA STONE? VENT? ( >3 ' COVER; LINES >501 ) BOT 4q( + SIDE A49 X LDNG � = TOT_14 � ( L x W x ##) (DxLx2x##) (G/ft2 ) Copyright ® 1996 by S.L. Starr 6 � y -14�� Town of North Andover of NORTH OFFICE OF �� g`<t`eo Ief ti�L COMMUNITY DEVELOPMENT AND SERVICES 30 School Street 10 ^; North Andover Massachusetts 01845 WILLIAM J. SCOTT 9SSACHUS�� Director March 18, 1998 Mr. John Morin Neve Associates 447 Old Boston Rd. Topsfiel 019 3\ Re: Lot 2 Foster St.. N. Andover 1845 Dear John: This is to inform you that the proposed plans for the site referenced Y above have been P p p approved. If you have any questions, please do not hesitate to call the Board of Health Office at the number below. Sincerely, Sandra Starr, R.S. Health Administrator SS/rel cc: Travis & Tim Construction File BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535