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Miscellaneous - 70 OAKES DRIVE 4/30/2018 (3)
a Q 0 Q AC C?0 N� Dc � o 0 0 'y o o � rr s �U. C o z o <rr o 0 0 TOWN*OF NORTH ANDOVER SEVYAGE DISPOSAL SYSTEM INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System ( ) constructed; cA repaired;- located ep;located at was. installed in conformance with the North Andover Board of Health. approved plan, System Design Permit.#_ . plan dated with a design flow Of _____ gallons per day. The materials used were in conformance with those specified ort the approved plan; the system was installed in_aaeordanee-with.the provisions of 310- .ChR.1S.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 Bed inspection date:2 Engineer Representatiye Fkal inspection date: _ ice// #�o Engineer Representative Installer. Engineer . _ _ Date: Date: a Page 1 of 1 �J Dellechiaie, Pamela From: Dan Ottenheimer [info@millriverconsulting.com] Sent: Friday, December 03, 2004 4:29 PM To: amcbrearty@millriverconsulting.com; Lisa Kozel LeVasseur; 'Pamela Dellechiaie'; Susan Sawyer Subject: 70 Oakes Attached is the inspection report for 70 Oakes Avenue. The inspection went ok. Two items need attention — a manhole cover needs to be put on the septic tank over the effluent filter, and the installer changed the pump from the one specified. This needs to be reviewed and confirmed by the designer and also depicted on the as -built. I have indicated this to Jon Whyman. 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.millriverconsulting.com dano�millriverconsulting.com 12/6/2004 TOWN OF NORTH ANDOVER of NORT" Office of COMMUNITY DEVELOPMENT AND SERVICES ►°3 �` �° p HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845 �'+Ss�CN�s <� Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX SEPTIC SYSTEM CONSTRUCTION NOTES ADDRESS: 70 Oakes Drive MAP: 107.A LOT: 144 INSTALLER: Jon Whyman DESIGNER: NEES PLAN DATE: October 14, 2003; Last Revised: 11 /10/04 BOH APPROVAL DATE ON PLAN: November 2, 2004 DATE OF BED BOTTOM INSPECTION: November 8, 2004 DATE OF FINAL CONSTRUCTION INSPECTION: Nov 29, 2004 DATE OF FINAL GRADE INSPECTION: SELECT SYSTEM TYPE GRAVITY DISTRIBUTION PRESSURE DISTRIBUTION PRESSURE DOSING HOLDING TANK ADVANCED TREATMENT OTHER 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 Trenches DIMENSIONS AND DETAILS OF SAS: 2 -501 Trenches SITE CONDITIONS Comments: ❑ Existing septic tank properly abandoned El Internal plumbing all to one building sewer ❑x Topography not appreciably altered Page 1 of 4 TOWN OF NORTH ANDOVER f NORTH Office of COMMUNITY DEVELOPMENT AND SERVICES o ° `t�'� HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845C.HU t� Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX SEPTIC TANK ❑ Bottom of tank hole has 6" stone base — Did not see ❑x Weep hole plugged ❑x 1,500 gallon tank has been installed (H-10) (monolithic) ❑x Water tightness of tank has been achieved (Visual) ❑x Inlet tee installed, under access port ❑x Outlet tee (effluent filter) installed, under access port ❑x 24"nch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present ❑x Hydraulic cement around inlet & outlet Comments: 2 Compartment tank. Manholes requested over effluent filter. PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged D 1,000 gallon Pump Chamber installed (H-20) (monolithic) ❑ Inlet tee installed, under access port ❑ Pump(s) installed on stable base D Alarm float working Pump On/Off float working Drain hole in pressure line 24 inch cover to within 6" of final grade installed over one access port Water tightness of tank has been achieved Visual D Hydraulic cement around inlet & outlet Comments: Pump changed to Liberty -brand by installer. This needs to be confirmed by the designer and shown on the as -built plan. Page 2 of 4 l TOWN OF NORTH ANDOVER �� NORTH Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845 �'Ss"�CHUcHus Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX m1#16p, 0 p p Comments: SOIL ABSORPTION SYSTEM El Comments: CONTROL PANEL Comments: 0 El ElElp 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 Y2" double washed stone installed 1/8-1/2" (peastone) double washed stone installed Laterals installed and ends connected to header (and vented if impervious material above) Orifices @ 5 & 7 o'clock positions Gravelless disposal systems: type, number and location as per plan Elevations of laterals installed as on approved plan 40 Mil HDPE barrier installed Retaining wall (boulder / concrete / timber/ block) Final cover as per plan 0 Alarm & Pump are on separate circuits ❑x Alarm sounds when float is tripped ❑ Location of control panel: Basement ❑ Rated for exterior if placed outside Page 3 of 4 TOWN OF NORTH ANDOVER ,.oRTN Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT ~ 0,00n 400 OSGOOD STREET + 0 +" NORTH ANDOVER MASSACHUSETTS Ol 845 �7S °ono E�4y SACHUS Susan Y. Sawyer, REHS/RS Public Health Director Benchmark: 184.50 Rod at Benchmark: 19.00 Height of Instrument: 203.50 SYSTEM ELEVATIONS 978.688.9540 - Phone 978.688.9542 - FAX Page 4 of 4 INVERT ON DESIGN PLAN INVERT ELEVATION Building Sewer OUT 181.50 185.17 Septic Tank IN 181.30 185.00 Septic Tank OUT 181.05 184.86 Pump Chamber IN 181.00 Pump Chamber OUT 180.75 Distribution Box IN 192.44 192.07 D -Box OUT 192.27 191.93/191.92 Lateral 1 Top of Sand 191.17 190.90 Lateral 1 Pipe Invert 191.71 191.77 Lateral 1 Top of Chamber 192.17 192.17 Lateral 2 Top of Sand 189.17 189.05 Lateral 2 Pie Invert 189.71 189.77 Lateral 2 Top of Chamber 190.17 190.10 Page 4 of 4 t Town of North Andover, Massachusetts Form No. 3 t NORTH BOARD OF HEALTH � c '►,5�,.,o��E�� DISPOSAL WORKS CONSTRUCTION PERMIT SACMU5 Applicant -2L2 Site Location Permission is hereby granted to Construct ( ) or Repair n Individual Soil .b rpt'on Sewage Disposal System as shown on the Design Approval S.S. No. J •2N L% ..� CHA MAN, BOARD OF HEALTH Fee D.W.C. No. '.3'� J TOWN OF NORTH ANDOVER 04 MORTH A 4f Office of COMMUNITY DEVELOPMENT AND SERVICES 4Y0 S ° O HEALTH DEPARTMENT 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 ss NC HUS Susan Y. Sawyer, REHS/RS Public .Health Director 978.688.9540 — Phone 978.688.9542 — FAX healthdept(ci townofnorthandover.com www.townofnorthandover.com APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT DATE: t b-3 [ O Y LOCATION: -70 LICENSEDINSTALLERNAME: _Z_'W 64`1mAyj (V'�Crfz'0C_n'01"j SIGNATURE q CHECK ONE: FULL SYSTEM REPAIR: COMPONENT REPAIR (indicate what parts): * NEW CONSTRUCTION: PLEASE PRINT TELEPHONE# 78 1 3 3 Y -2,3 23 * If NEW CONSTRUCTION, please attach the Foundation As -Built Plan. E" -'J AS PF_� Ae-4 4-J ($250) ($125) I.00 r $125 Fee Attached? Yes 1% No ect Manager Obligation From Attached? Yes No b/ Foundation As -Built? Yes No Floor Plans? Yes No Approval of Health Agent a,1-_,'�;' U�' ate: 4 �CaQ� I f INSTALLER PROJECT MANAGEMENT OBLIGATIONS NOV - 8 2004 LTWN OF NORTH ANDOVER As the North Andover licensed installer for the construction of the septic syste orLthei H DEPARTMENT property at in relative to the application of (.t�173s'rdated C( — 03 0for plans by�;nl 656-o0 0 and dated 03 with revisions dated i t d I understand the following obligations for management of this project: 1. 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. U Installer Date: ll ")7 — d Y Di5i4sal Wods Construction Permit # r/170 _ r , Commonwealth of Massachusetts Board Of Health 1 North Andover Map -Block -Lot 107.A- 0144 - Permit No BHP -2004-0553 P.I. FEE F.I. — $250.00 Disposal Works Construction Permit Permission is hereby granted George Henderson to (Construct) an Individual Sewage Disposal System. at No 70 OAKES DRIVE as shown on the application for Disposal Works Construction Permit No. BHP- 3-0 Dated August 02, 2004 Issued On: Aug -02-2004 Board Of Health ............................................................................................................................................................................... Q TOWN OF NORTH ANDOVER o�oRH Office of COMMUNITY DEVELOPMENT AND S.,RVICES HEALTH DEPARTMENT } ` A ^o n`a# 27 CHARLES STREET �pAATlP '( NORTH ANDOVER, MASSACHUSETTS 01845 "SSACHustis Susan Y. Sawyer, REHS/RS Public Health Director 978.688.9540 — Phone 978.688.9542 — FAX healthdept@townofnorthandover.com www.townofnortliandover.com APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT DATE: 712-'q LOCATION: 2 U 0o- s 2) /- LICENSED INSTALLER NAME: 0� rs h PLEASE PRINT SIGNATURE; TELEPHONE# � CHECK ONE: FULL SYSTEM REPAIR: COMPONENT REPAIR (indicate what parts): * NEW CONSTRUCTION: ONS UCTION. * If NEW CONSTRUCTION, please attach the Foundation As -Built Plan. $250.00 Fee Attached? Yes L' No Project Manager Obligation From Attached? Yes No Foundation As -Built? Yes No Floor Plans? ) Yes No Approval of Health Agent Date: P12- � a� a .t ' 0 0 C 0 W 0 to U) a r n TOWN OF NORTH ANDOVER of „OR7H q Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 27 CHARLES STREET �a r NORTH ANDOVER, MASSACHUSETTS 01.845 ACHUStiS Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX SEPTIC SYSTEM CONSTRUCTION NOTES ADDRESS: 7z2 z% --k Ls Z> - MAP-/-74-OT: INSTALLER: DESIGNER: PLAN DATE: lob. Y 3 BOH APPROVAL DATE ON PLAN: 9'/0 DATE OF BED BOTTOM INSPECTION: d DATE OF FINAL CONSTRUCTION INSPECTION:' DATE OF FINAL GRADE INSPECTION: Z/ -197 SELECT SYSTEM TYPE GRAVITY DISTRIBUTION PRESSURE DISTRIBUTION PRESSURE DOSING HOLDING TANK ADVANCED TREATMENT OTHER COMPONENT SUMMARY FROM PLAN GALLON TANK= 1Sr>0 LOADING OF SEPTIC TANK GALLON PUMP CHAMBER= / p LOADING OF PUMP CHAMBER = TYPE OF SAS = Jw 70, DIMENSIONS AND DETAILS OF SAS: SITE CONDITIONS Comments: Existing septic tank properly abandoned Internal plumbing all to one building sewer ❑ Topography not appreciably altered Page 1 of 4 f1 �J TOWN OF NORTH ANDOVER µORTN Office of COMMUNITY DEVELOPMENT AND SERVICES tl y0, J n. b HEALTH DEPARTMENT 27 CHARLES STREET ^° NORTH ANDOVER, MASSACHUSETTS 01845 ACNUS Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX SEPTIC TANK ❑ 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) ❑ Inlet tee installed, under access port ❑ 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 ❑ Hydraulic cement around inlet & outlet Comments: PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ❑ gallon Pump Chamber installed (H-10 or H-20) (monolithic or 2 piece) ❑ Inlet tee installed, under access port ❑ Pump(s) installed on stable base ❑ Alarm float working ❑ Pump On/Off float working ❑ Drain hole in pressure line ❑ inch cover to within 6" of final grade installed over one access port ❑ Watertightness of tank has been achieved Visual or Vacuum Test or Water held for 24 hrs ❑ Hydraulic cement around inlet & outlet Comments: Page 2 of 4 l� / \ TOWN OF NORTH ANDOVER E NoftTM O` 4l0 ;bq(O� Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 40 27 CHARLES STREET NORTH ANDOVER MASSACHUSETTS 01.845 i9sS,rlc°649 � ACHUS Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX D -BOX ❑ 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) Comments: SOIL ABSORPTION SYSTEM 1116)❑ Bottom of SAS excavated down to soil layer, as dl-51-2>yprovided on plan ❑ Size of SAS excavated as per plan ❑ Title 5 sand installed, if specified on plan ❑ 3/4-1 1/2" 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 Comments: PRESSURE DISTRIBUTION ❑ 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 Comments: Page 3 of 4 _ TOWN OF NORTH ANDOVER µaRTH Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH. DEPARTMENT _. 27 CHARLES STREET = ^9 x NORTH ANDOVER MASSACHUSETTS 01845 �9sn""�CH tP 0 1K sus Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX CONTROL PANEL ❑ Alarm & Pump are on separate circuits ❑ Alarm sounds when float is tripped ❑ Location of control panel: ❑ 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 70 Oakes Drive 8/5/04 George Henderson, installer 70 Oakes Drive 8/5/04 George Henderson, installer A �1 Form No. 3 NNOMENEW— Town of North Andover, Massachusetts BOARD OF HEALTH pORTM ,� • OEt�ao C 3? °•_ e. .. a 0 ♦ - _�' DISPOSAL WORKS CONSTRUCTION PERMIT SSACHUS .•— TELEPHONE -�/,. RESS applicant ADD NAM : Site Location •an Individual Soil Absorption ed to Construct ( ) or Repair - Permission Is hereby grant Approval S.S. No. Sewage Disposal System as shown on the Design ,L D OF HEALTH • CHAIRMAN, BO q C. No. Fee A APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT DATE: LOCATION: �C� O LICENSED INSTALLER: SIGNATURE: CHECK ONS': REPAIR: CURRENT INSTALLER'S LICENSE# TELEPHONE# q/ K- 3 7) �1 " % (-/? / NEW CONSTRUCTION: IF NEW CONSTRUCTION, PLEASE ATTACH FOUNDATION AS -BUILT. Vf 0E _Le_ Ze_r4kl� P Sely the a Aj lc /.Szdo $175.00 Fee Attached? Foundation As -built? Floor plans on file? Approval Administrative Use Only Yes u No Yes No Yes No Date: Fj UN ' 4 2003 —A NORTH 9 0 L ' 3� %SSS ibtbED 4, O L 0 y m MAo�A'• ..K y,�. � 7,9 DH4TED W�Pa,�'(y i SSe....nSE/ R Applican Town of worth Andover, Massachusetts Form No. 1 BOARD OF HEALTH APPLICATION FOR SITE TESTING/INSPECTION 5%giC,�, 7 - � - IAMt HUUKtJJ I CLCMVIIC Site Location ox Engineer— KI A KA L: AnnDGcc TFI FPH(1NF Test/Inspection Date and Time Fee CHAIRMAN, BOARD OF HEALTH ✓ Test No. S.S. Permit No. D.W.C. No. C.C. Date Plbg. Permit No. �-' ci, ✓ BOARD OF HEf `TH Y i NORTH ANDOvI.uz, ISA 01845 978-6r- -9540, q; APPLICATION FOR SOIL TESTS DATE: 011413-2, LOCATION OF SOIL TES"A ' MAP & PARCEL: OWNER: 14 e,;,.j Tu, � 0— TEL. NO.: ADDRESS: Z.�B it o 6066,,0 57T, �j - A/j a 0 -R"L ENGINEER: room &atxa (5—TEL. NO.: 1I -7!2 -t5 9 E, —17 CERTIFIED SOIL EVALUATOR: R c 4-f r4'ey `T„ Intended Use of Land: Residential SubdivisionS�IeFa�millyomeCommercial Is This: Repair Testing: Undeveloped lot testing: In the Lake Cochichewick Watershed? Yes No X 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 upgrades. (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; 4. Repairs require at least two, deep holes and at least one percolation test, at the discretion of thf 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 Bo; 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 a U I N.A. Conservation Commission Approval: ifpc?A Of lei q / w , Date Received: Check Amount: heck Date: g, i Aj op,t> 7 "A s top, 061n1"A Ic " � " �� � ►off, \. _.. ,A. � �• �. 1, t 4 .,� �. - _ - •.�, '�_ ``� \' - '�. � /- �� '•`� ,�y 1, � .` �-�,too q sit � � � � � � ; - � . 6g �6 ' •,� dt►; •yb �j �:1"-w fit. v,ell itot 13 8. {iso vp •�`� as _ x t a r.. w....,. X. h zs �.� €.-�.�,.»•.t� ..: �c^>"«w"<�.. _" _� ". .. .,... s.. ,. � t^��;,.3 �-_,— �,.....-..,i'%�??' �� ,it g§,. �s �r.� '�;..�u3"�.�". '" r P t > . l- S , *.. P sem'•' E I � t t Ac. { ' (141 �i i> j �,��9' b rw.- 4%'"' �£ '^•.'^{� t E f j """'^'�, ,�y4i,Rwww+^�tign„ ([ � y , r t# r i t4liIN E s "Sy,�» A�w_ ".. M 1 +., r j �f 3 ..w%�'''; �''� �'u,9. ";. i t i �`6 "ID•� �'T'� > �� t ¢ ��#�J� i � �. 5 LIMIT OF SAND PT 2B (see const. note \ TP 4 \ \ \ PT 2C 3" SCH. 40 PVC FORCE MAIN 1000 GALLON \ ;" PUVP-HAMBED aO0 TP 1 - - `a4- - -- - r 500 GALLON O - MICRO FAST r, i SEPTIC TANK GENERAL B TP 2\ PT 1 � � 1 L_ X i C T I N jSTING _-EPTIC TANK: �5N. AN A O ' o CD 0) - c O M rn z o O . o E C, 0 a) CO Z w d C) v t 0 Q) p 11 0 O 3 ° ti w H a � S —ccy}. •oQ c O �I T�•. p o p II C C� II O F w8 f� r vi v� w LAS InEoa� IM 0 in �! 0 a y W H a �Q co � v w 0 C') CQ z o N o E. rn x r-0oX C a 0 r O p a� ao 0 � x� xw _ n n a Ix A w � "!7t;l z O U a o Fr a 0 0 o oa G] W a W to z o CD 0) - c O M rn z o O . o E C, 0 a) CO Z w d C) v t 0 Q) p 11 0 O 3 ° ti w H a � S —ccy}. •oQ c .v � C v C V V 1- O �I T�•. p o p II C C� II O a w8 f� r vi v� w LAS InEoa� IM 0 in �! 0 a W H a �Q co � v w 0 C') CQ z o N o E. rn x r-0oX C a 0 r O p a� ao 0 � x� xw _ n n a Ix A w � "!7t;l z Q) CD 0) c O O CO o O . E C, 0 a) CO Z axi o� 0 C) v t 0 Q) p 11 0 O 3 ti w —ccy}. •oQ c .v � C v C V V 1- O �I T�•. + •> o 0 II C h� II O a w8 f� r vi v� w LAS InEoa� w A 0 a a �Q w8 � v w 0 CL o a a a -- r-0oX C r o p a� ao w U az p 1 _ n n a Ix A O U 3 o Fr a 0 o oa G] W a to W N a al ..� .a a C7 ; r0 a to rn m H � 0 a a to M M o rn o a CO a M �y o 0 < Q p� 00 0 x If m J Ci vii a v iJ O W i O II �j W n rn A Q) c O W h 0z.�0 o c C Irj E C, 0 a) axi o� 0 C) v t 0 Q) p a 0 O 3 CL w —ccy}. •oQ c .v � C v C V V 1- O �I T�•. + •> 0 C h� C7 a a f� r vi v� w LAS InEoa� w A 0 a a �Q � v c v ; O -C a r-0oX C m a, w v p a� ao if U az p 1 _ n n 3 Q) c O W h 0z.�0 c C Irj E C, 0 a) axi o� C) v t 0 Q) p 0 O 3 CL —ccy}. •oQ c .v � C v C V V 1- O �I T�•. + •> 0 C h� O O r InEoa� w 0 a a �Q � v c v ; O -C r-0oX C m a, w v p a� ao if U az p 1 _ n n 0 0Z z J FQ :D to 6o o() i> Utz M:2 J o�0 N W �3 Li Ov J 0 wi-n 00 w W V) Q 0 LL) U)z F- L -3 CL �o z w� DESIGN DATA PERCOLATION RATE: 6 MIN./INCH CLASS II EFFLUENT LOADING RATE 0.70 GALLONS PER DAY PER SQ. FT. DESIGN FLOW: 4 BEDROOMS x 110 GALLONS PER BEDROOM = 440 GALLONS SYSTEM SIZE REQUIRED: 440 GALLONS PER DAY / 0.70 = 629 SQ. FT. 629 SQ. FT. REQUIRED / 6.53 SQ. FT. EFFECTIVE LEACHING AREA PER FOOT OF INFILTRATOR CHAMBER = 96.32 LINEAR FEET OF INFILTRATOR CHAMBER REQUIRED. 96.32 / 6.25 = 15.41 INFILTRATOR UNITS REQUIREC SYSTEM SIZE PROVIDED: 2 ROWS OF 8 CHAMBERS EACH ROW. TOTAL LENGTH = 100 FEET (650 SQ. FT. EFFECTI\ SEPTIC TANK REQUIRED: 200% OF DAILY FLOW = 2 x 440 = 880 GALLONS SEPTIC TANK PROVIDED: USE NEW 1500 GALLON MICRO FAST SEPTIC TANK USE NEW 1000 GALLON PUMP CHAMBER PERCOLATION TEST DATE: 9/5/03 HOLE # ELEV. DEPTH OF PERC. START PRE SOAK END PRE SOAK TIME 0 12" TIME 0 9" TIME @ 6" TIME (9"-6") RATE MIN./INCH PT 1 181.30 TOO WET TO PERFORM ABORTED PT 2B (B—LAYER) 193.90 13"/16" 2:30 2:45 2:45 2:54 3:03 9 MIN. 3 MIN./INCH PT 2C (C—�"ER) 189.60 30"/19" 2:44 2:59 2:59 3:14 3:30 16 MIN. 6 MIN./INC�- TEST PERFORMED BY BENJAMIN C. OSGOOD, jR. AND WITNESSED BY LESLIE WHELAN, MILL RIVER CONSULTING. SPECIAL DESIGN NOTE THIS DESIGN USES A FAST SYSTEM TO ALLOW A LEACH FIELD IN AN AREA WITH LAYER MATERIAL IN LIEU OF THE 4' REQUIRED GENERAL NOTES 1. 2. 3. 4. 5. 6. 7 SYSTEM NOT DESIGNED TO ACCOMMODATE A GARBAGE GRINDER. SYSTEM SHALL BE MAINTAINED BY PUMPING EVERY TWO YEARS. DEEP OBSERVATION HOLES PERFORMED ON SEPTEMBER 5, 2003 BY RICHARD C TAAGARD 4ND WITNESSED BY LESLIE WHELAN, MILL RIVER CONSULTING. DWELLING LOCATION, TEST PIT LOCATION, AND TOPOGRAPHIC INFORMATION TAr -7`4 _ -_ y DN THE GROUND Si `q'EW ENGLAND ENGINEERING SERVICES, !NC. (NEES). 'HERE ARE NO WELLS LESS THAN 100 FEET =ROM THE PROPOSED SUBSurFr-:E _ = SYSTEM. 4`10 'HERE ARE NO NETLANDS LESS THAN 150 FEET, NO TRIBUTARIES LESS THAN 32= -EcT RESERVOIRS LESS LESS THAN 50 FEET FROM THE PROPOSED SUBSURFACE DISPOSAL SYSTEM. NEES HAS BEEN RETAINED TO FURNISH DESIGN AND CONSTRUCTION PLANS F^R TH Si-FSURFACE DISPOSAL S ":,==S CERTIFIES - __. c DEEiGN COMP:_ ES WITH THE ?_ -, E Ex nC _ t»ESSED OR .!-A1P_ E-. c VADE r0 TSE J.:ENT O I T �gp.r- _ R JL _ - - _ - `_ _ _ - ESFE�.. TO FU.T;�Tf J _ ARE FCR THE l_SEvC NJ'aL"N T D ; - RF S JL'f _� 300K 4873, -AGE 82 `_SSEX �, ,3RTH REGISTRY F EO- 0. DEED_ PLAN # 6254. = SE:! .Oa- vcriSTR r� Y C DEEDS. FORM 11 ---SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. :Z 0 6 a(/,e 5 /0 02�-f A &J C> On-site -Review DEEP OBSERVATION HOLE LOG* Depth from Surface (inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other (Structure, Stones, Boulders, Consistency, % Gravel) tZ Y3 &(5,— q3 RtA, ' y3 -70 'D 1D 114 6-P MINIMUM Ut- Z HULFS e R,Frsvqg-. Parent Material (geologic) DepthtoBedrock: -70 Depth to Groundwater: Standing Water in the Hole: A/ Weeping from Pit Face: Estimated Seasonal High Ground Water: DEP APPROVED FORM - 12/07/95 R E C E il V NOV - I ?nu TOWN OF NOR: s-. H;. k.._; ., HEALTH DE-,:-' TOWN OF NORTH ANDOVER o ti Office of COMMUNITY DEVELOPMENT AND SERVICES a? °„°a ' q''• °°M HEALTH DEPARTMENT 400 OSGOOD STREET " °• -" NORTH ANDOVER, MASSACHUSETTS 01845 Susan Y. Sawyer, REHS/RS Public Health Director Scott Talbot 70 Oakes Drive North Andover, MA 01845 January 6, 2005 Dear Mr. Talbot, 978.688.9540 — Phone 978.688.9542 — FAX healthdept@ggwnofnorthandover.com www.townofnorthajidover.com This letter is in regards to your ongoing septic installation. The Health Department received documentation from your installer and your engineer indicating that all concerns previously noted have been addressed. The Health Department will now be able to sign off on the building permit. Please bring the building card into the Health Department during office hours or make an appointment with the office to do so. The Building Department will issue a certificate of occupancy when all other departments have signed off on the construction and the Building Inspector has completed his final inspection. A Certificate of Compliance will be issued after the following is completed. 1) Once completed by the installer, the final grade inspection should be requested in the spring to verify the final grade, loam and seed over the septic system and components. 2) The installer must sign the installation certification once the job is complete If you have any questions regarding this correspondence, please contact the health department. Sincere Public Health Director Cc: Jon Whyman, Installer Ben Osgood Jr., New England Engineering NEW ENGLAND ENGINEERING SERVICES INC December 30, 2004 Susan Sawyer North Andover Board of Health 27 Charles Street North Andover, MA 01845 Re: 70 Oakes Drive, North Andover Septic System Design Dear Susan: DEC 3 0 2004 TOWNCt„ATF .,,;OVER HEAL TH UCf'�,. i LyT The following plans and enclosures for the above referenced property are being submitted for approval. 1. (3) Copies of the revised Septic System As -Built Plans. These plans are revised plans. The revisions are being made to reflect the changes made to the system by the installer. The installation is now satisfactory. If you have any comments or questions please do not hesitate to contact this office. Sincerely, ; Z5�c 0- Benjarfiin C. Osgoo , Jr. P.E. President 60 BEECHWOOD DRIVE - NORTH ANDOVER, MA 01845 - (978) 686-1768 - (888) 359-7645 - FAX (978) 685-1099 Dec 29 04 03:44p John Whyman 7813344330 p.l 812/28/2004 10!59 9786888476 HEALTH PACS et/e4 TOWN OF NORTH ANDOVER .a... Office of COMMUNITV DEVELOPMUIT AND SERVICFS HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845 ' •,� Swan Y. Sawyer, Rl RS/RS 978.688.9540 - Plwnc PUbree. NcaM Director 979 66.9542 - FAX w►�f andgytr.tom www. towffnorthandavcr.corn soonThlbot -1�1� � C o��/ Sc�it� +v L.�,n 70 Odom Drive Neft Aodow. MA01945 VaXmber 27, 2004 Dear Mr. 7WbK Tb ktter is in reg u* to you wti um Dtoea w 166 MINK 0 Me He" Dcpanmam. ft a CO2MCM ai CamPlia M fOr tbt NOW system that was t+ootatb mhd ad at 70 Odors DrhV by W. J0a Whp m and =Smoerod by Nle &u Osgood. As I sorted in our Fw" ms Pbnr amvaaadoa repnbag y'm mgmtt. I bad:l0t Yd reviewed the w4 ddlt that bad bees sobmi*d by Mr. O4aod and wi#badd mW o01ome a umW act rima r Since that lime, I bave t+e kvw your fie and bin uftlbm tat* found two ibans of atlttoetn. Thm items were now on Mr. Olpood's ae-built, a "a as on nota Bona Previous inspeccam First is tta pov"b&. Whyaan bo dtomea fhr ylfor ay3tdtlt Mur theft installigs the PW* drat wad spacigkd Om ten p1w Tb=O the pl. indicam that an tgWmdmt mw b mo4 tax ddwmkwtka of wbrtlm it is tmty eiquA is Waldo by the engineer. Emlowd is a MPTO"be #" Wt Pkm, Please mview the puoip tape in tee lest coma. It is ktrO Aatt that at: the bwo wm yaet an aware Of tbils. The htmlte 40Pdemeat d lm this 19pb00= tt, but the customer mm be iaditrttmed. l ad sat oo mdb salved, is the de haw Acted ea the Platt fbr dw islet m d tee WAM an tee spdc taut 714 M/► DFP TStk V reguWJW MU tar a 34wh drop am tate paint liar the ran s:.v�e astetrs tate tttttk to tee krrJ that the efll�ment e>oita do relic Ammeng b Wmpection gates, the umWffc r teras made aware of ft peabletq h0wcm- dee at built shows that your tank was ka with a drop d .og or ® % Ofaft indt. CoMmina dot &M ,2 aeaetdtt f" tokydsm it wWX to aooeptoble W bare a drat of trot kms limn 1 !S inch. This pmobk mt shodd be addregW p W 10 tee spptvval of d c occop". Mt. WIWMmn M0dd sonnets 1Nr. Otgppd ibr oo Wtm mmtnes. Mmum dwWd be made imnbdiaeey while the frost kvd w net pMARI ,e, Owe 9 Ifectad, the eftlnew am aftit a Now a bill wide the cheffa , Amming this is tt m pure aC the Asaph &TmbmeAt will than maim signing the buaft ppm t for tee pmpatt,► mpp myna '!Le Cati!iat"te afQUO"mm vO bs MOW amt the Sant loam end seed ase inactual t�1 ((�� P1mtx in the spring ¢ If yen tress any gWmaq. Plaine mba a* heahh dtprrt mcc Q e "std` rj �.5 c.. v-� � � Z'' Z () 0 9 sietoe arm. �d 4 Pttblie %dth Dimftr RSIREAS� S ra' P� r � � � a-1 W • i � � 3/ a: . am Jr.,Ntv sne"d �S y tip (i M '' nn PV JU1 P C Vf' J•t' , t !� C tJ b�dr`. OA !> �. -TA uk LE St iAS�-Ai M(XA4; Was"r 6.-� WIL-Z-6-MzFk..f--, m DmS Qiz 0 ;s ort k x q v -\a r) -For THIS IS TO CERTIFY THAT NEW ENGLAND ENGINEERING SERVICES INC. HAS INSPECTED THE SUBSURFACE DISPOSAL SYSTEM INSTALLED AT 70 OAKES DRIVE, NORTH ANDOVER, MA. THEI SYSTEM HAS BEEN CONSTRUCTED IN COMPLIANCE WITH 310CMR15.00, THE APPROVED DESId PLAN DATED 10/14/2003, REVISED TO 11/01/2004, AND LOCAL REQUIREMENTS, EXCEPT Al NOTED HEREIN. NOTES: 1. PVC DISTRIBUTION BOX INSTALLED IN LIEU OF PRECAST CONCRETE DISTRIBUTION BOX SPECIFIED. i' 2. LIBERTY MODEL # LE41M PUMP INSTALLED IN LIEU OF HYDROMATIC SP40M1 SPECIFIED. JI' (SEE PUMP CURVE AND NOTE BELOW) i I 3. ELEVATION DROP FROM SEPTIC TANK INLET TO OUTLET IS 0.08' IN LIEU OF 0.25' REQUIRED,, INVERT ELEVATIONS D -BOX IN 192.44 192.02 D -BOX OUT 192.27 191.86 A 191.71 191.69 B 191.17 191.13 (bottom of infiltrator) C 189.71 189.69 D 189.17 189.16 (bottom of infiltrator) 2 TO A 3 TO A SYSTEM TIES 1 TO TANK 2 TO TANK 1 TO PUMP 2 TO PUMP 2 TO D -BOX 3 TO D -BOX 62.3' 1 1 6.G' 39.8' 25.9' 53.0' 16.6' 58.8' 110.5' 2 TO C 3 TO C 48.2' 105.5' DESIGN ACTUAL FOUNDATION 181.50 185.06 TANK IN 181.30 184.83 TANK OUT 181.05 184.75 PUMP IN 181.00 184.62 PUMP OUT 180.75 backfilled D -BOX IN 192.44 192.02 D -BOX OUT 192.27 191.86 A 191.71 191.69 B 191.17 191.13 (bottom of infiltrator) C 189.71 189.69 D 189.17 189.16 (bottom of infiltrator) 2 TO A 3 TO A SYSTEM TIES 1 TO TANK 2 TO TANK 1 TO PUMP 2 TO PUMP 2 TO D -BOX 3 TO D -BOX 62.3' 1 1 6.G' 39.8' 25.9' 53.0' 16.6' 58.8' 110.5' 2 TO C 3 TO C 48.2' 105.5' Dec 29 04 03i44p John Whtiman •' '1>tk 1781) 245 -OW 7813344330 p.2 T E TOOMEY CO PW.4 02 ftw a C� t�s�) z4s-eo���� .� 10 539 U T. E. Toomey Co., Inc. DATE -6 c LOAD BROADWAY [)AM ORDE NUMBER- WAKEFIELD. MASSACHUSETTS 01$80. NUMBER NLLr- OP _. -�- L P - E T D O T �— J 0 L J (*SCR(PTION OCIE- N tZ aW r Ait UNIT MICE a Wwf'� RESALE CERT. NO. TAX EXEMPT. NO, SALE TERMS: 7AXs RECFWO BY (. O 10TH. A 20% handling charge on all returned s. Returns MUST be accompanied by this bill. AMOUNT ORIGINAL I Dec 29 04 03:45p John Whyman .�. -1 AWW. AA. VA IG114DbUlb LE,14504ERIES I1I 1E 'WNIM sRECIRcaraW The pump(s) shall be model as manufactured by Liberty Pumps, Bergen. NY, or oqual. The pump(*) shall haws a capacity of _ GPM at a total dynamic head of _ _ feet. Motor sine shah be 1/2 horsepower, single phase, 80 ha. and _ volt operation. nwf% m The pump motor sNO be of the submersible type, oil tilled, hermetically sealed and shall be thermally protected. The overload element shall automatically reset when motor cools. Motor windings Shap be of the class B insulation rating. The rotor shaft sheN be made of 416 stainless steel and Mu S be supported by lower and upper sleeve beafkvs. The power coni shall be of the quick -disconnect design allowing replacement of the cord without breaking seals to the motor and/or ON chamber. 7813344330 p.3 T E TOOMEY CO PAGE 03 9WELLER The pump Shall have a 2 -vaso semi -open impeller capable of passing a 2' spherical solid. SEAL Tho shaft seal shall be of the carbon/ceramic unitized design, with I MA N elastonteftf and stpinfess housings. OCrERM4L COrfNS711KICY70NI The pump volute, legs and motor housing Miall be gray iron castings, class 25 or better. AN fastonem shall be of 300 -series stainless peel or brass:. LLI/ErL CONMOL Automatic units shall be controlled by an adjustable, mercury -tree, wide angle flat switch. Float Cord shall be equipped with a series plug for manual bypass operation. M09111 S /6p VOM PHASE AWS D1SCHAi+i+GE AUTUINATiiC NNP*%LA7i LES1M 1/2 115 1 12 2' FNPT NO 2 -VANE SEN -OPEN LES1A 1/2 115 1 /2 2` FNPT YES 2 -VANE SEMI -OPEN LE52M 1/2 230 1 8.8 2" FNPT NO 2 -VANE_ SEAR -OPEN LE52A 1/2 230 1 8.8 2" FNPT YES 2 -VANE SEMI OPEN 10' cord stwidero on abow moult. Fa 20• or 30' cad options, add s "-Y or 1-3' wffix to nw" nunnbw. FRampW. LE'SIA-2 (20' corq OlTMEN AL DAM WOW LES/ M: 44 LHS. Nrigttb 12.75" UWW Vllddis 11.5" (manual models) MmWWwm VIM I It i- 0w v 140 dsgl 6 r&i\ 1725 MM 0 20 40 00 80 100 120 140 Certified U.S. *a#*" Pa WMAG c us 1�0-�1�-1M� wNMaAnv w:l4aM "o�fw) Umn ", 300pw4 LJb.rb►Ptwgpa • lIOi00I�prir 1..Atlw • ltl rarrR A1rMl 14rR f411t • Parona i (800) s48_= 0 area (Tid)IOs-1ae9 tMifs &%W 11 WAR FJO, 724+000 wrot Dec 29 04..03: 4.5e John Uhaman 7813344330 p.4 11.+0uuuv00 HEALTH PAGE 03/84 I i THIS IS TO CERTIFY THAT NEW ENGLAND ENGINEERING SERVICES INC. HAS INSP'ECTE'D THE SUBSURFACE DISPOSAL SYSTEM INSTALLED AT 70 OAKES DRIVE, NORTH ANDOVER, MA. THE SYSTEM HAS BEEN CONSTRUCTED IN COMPLIANCE WITH 310CMR15.00. THE APPROVED DESI PLAN DATED 10/14/2003. REVISED TO 11/0'112004, AND LOCAL REQUIREMENTS NOTED HEREIN,, EXCEPT NOTES- i 1, PVC DISTRIBUTION BOX INSTALLED IN LIEU OF PRECAST CONCRETE DISTRIBUTION BOX SPECIFIED. 2. LIBERTY MODEL 0 LE41M PUMP INSTALLED IN LIEU OF HYOROMATIC SP40M1 SPECIFIED. (SEE PUMP CURVE AND NOTE BELOW) j 3. ELEVATION DROP FROM SEPTIC TANK INLET TO OUTLET IS 0.08' IN LIEU OF 0.25' REOUIRE� INVERT ELEVATIONS J DESIGN ACTUAL FOUNDATION 181.50 185.06 TANK IN 181.30 164.83 TANK OUT 181.05 184.75 PUMP IN PUMP OUT 181.00 184.62 180.73 . backfilled D -BOX IN 192.44 192.02 0 -BOX OUT 192.27 191.86 A 191.71 191.69 8 C 191.17 189.71 191,13 (bottom of infiltrator) 0 189.17 189.69 189.16 (bottom of Wiltrotor) SYSTEM TIES 1 TO TANK 39.8' 2 TO TANK 25.9' 1 TO PUMP 5.3-0- 2 TO PUMP 16.6' 2 TO O-- BOX 58.8' 3 TO D -BOX .110.5' 2 TDA .l TO A . 62.3' 6. s• 2 TO C .3 To C J NEW ENGLAND ENGINEERING SERVICES lk . INC December 21, 2004 Susan Sawyer North Andover Board of Health 400 Osgood Street North Andover, MA 01845 Re: 70 Oakes Drive, North Andover, MA As -Built Septic System Design Dear Susan, The following As -Built Plans for the above referenced property are being submitted for approval. 1. Three (3) Copies of the As -Built Septic System Design Plans. 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 North Andover Board of Health DEC 1 6 2004 I am writing to you to ask that you provide a certificate of completion for the septic system installed by John Wyman at my home at 70 Oakes Drive. Mr. Wyman and I discussed the fact that the weather was preclusive to loam and hydro seeding. We both are inclined to wait until the first of spring to perform the installation of the lawn. I thank you for your help during the past few months while we went through the process of getting our septic system installed. My family and I are looking forward to spending the holidays in our new home. Thanks Again, Scott Talbot Dellechiaie, Pamela From: Pam Dellechiaie [pdellechiaie@townofnorthandover.com] on behalf of Dellechiaie, Pamela Sent: Wednesday, November 24, 2004 2:35 PM To: 'Daniel Ottenheimer (E-mail)'; 'Lisa LeVasseur (E-mail)'; 'McBrearty Andrew (E-mail)' Cc: Sawyer Susan (E-mail); Grant, Michele Subject: FW: 70 Oakes Drive - Final Inspection Request Importance: High Sensitivity: Confidential In addition - Per Ben on 11/22/04, Ben stated that the pipe to the tank to the pump needs to be adjusted for proper drop in tank. Everything else ok. P -----Original Message ----- From: Pam Dellechiaie fmaiito:pdellechiaie(c-townofnorthandover.coml Sent: Wednesday, November 24, 2004 10:15 AM To: 'Daniel Ottenheimer (E-mail)'; 'Lisa LeVasseur (E-mail)'; 'McBrearty Andrew (E-mail)' Cc: Sawyer Susan (E-mail) Subject: 70 Oakes Drive - Final Inspection Request Importance: High Sensitivity: Confidential U Both Jon Whyman and NEES are requesting a Final Inspection. Can you schedule for today, Friday or next week? Please call Jon Whyman at 781.334.2323 asap. Thanks, P '----'TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT ~ ' 400 Osgood Street NORTH ANDOVER, MASSACHUSETTS 01845 'sSACMUStt Susan Y. Sawyer, REHS/RS Public Health Director November 8, 2004 Scott & Barbara Talbot 102 South Bradford Street North Andover, MA 01845 978.688.9540 — Phone 978.688.9542 — FAX E -Mail: healthdept@townofnorthandover.com Website: www.townofnorthandover.com RE: Notice of Board of Health Decision from October 28, 2004 Meeting regarding 70 Oakes Drive, North Andover, MA 01845 Dear Mr. Talbot: This letter is in regard to your property at 70 Oakes Drive. At the October 28, 2004 Board of Health meeting, a request was made by Mr. Ben Osgood of New England Engineering Services (NEES) — on your behalf for approval of Variances to the requirements of the Title 5 to allow a leach field to be placed in an area where the depth of permeable naturally occurring soil is 26" to 30" deep in lieu of the 48" depth required by Title 5 section 15.240(1), the existing soil layer having been made less than that required due to contractor error. The variance is being requested as allowed under section 15.415(2). A motion was made by Mr. Markey and seconded by Dr. Trowbridge to grant a variance as requested, if no alternative suitable site is found. All were in favor. An alternative location was found on October 29, 2004 and subsequent plans were approved. A disposal works construction permit has since been applied for and granted to Mr. Jon Whyman to install the septic system, and is now in the process of being constructed. A properly working septic system is vital to the protection of the environment and to the safety and well being of your neighbors and Town. The North Andover Health Department will work with you to ensure a proper installation of a septic system at your property. If you have any further questions, please contact us at the above number or via e-mail. Thank you for your cooperation in this matter. Sincerely.,-, � san Y. Sawyer, REH/RS Public Health Director Cc Mr. Ben Osgood, New England Engineering File ■ TOWN OF NORTH ANDOVER f NORTH Office of COMMUNITY DEVELOPMENT AND SERVICES 3 ° ,° HEALTH DEPARTMENT w 27 CHARLES STREET •�,so�4� NORTH ANDOVER, MASSACHUSETTS 01845 S4CNY5 Susan Y. Sawyer 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX November 2, 2004 1 Scott Talbot 70 Oakes Drive North Andover, MA 01845 Dear Mr. Talbot, RE: Subsurface Sewage Disposal System Plan for 70 Oakes Drive, Map 107A Parcel 45, North Andover, Massachusetts Dear Mr. Talbot, The North Andover Board of Health has completed the review of the septic system design plans, for the above referenced property, submitted on your behalf by New England Engineering Services dated September 15, 2004, last revised on November 1, 2004. The design has been approved for use in the construction of an 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 approval is for an existing 4 -bedroom (or maximum total of 9 rooms) house, and is subject to the following conditions: If site conditions are found in the field to be different from those indicated on the design plan and/or soil evaluation, the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit (3 10 CMR 15.020(1)). 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. O 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. Sincer y, f S san Y. Sawyer, HS S Public Health Director cc: New England Engineering Services file NEW ENGLAND ENGINEERING SERVICES lk - INC November 1, 2004 Susan Sawyer North Andover Board of Health 27 Charles Street North Andover, MA 01845 Re: 70 Oakes Drive, North Andover Septic System Design Dear Susan: RECEIVED NOV — 12004 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT The following plans and enclosures for the above referenced property are being submitted for approval. 1. (3) Copies of the revised Septic System Design Plans. 2. (1) Copy of additional Soil Log These plans incorporate the shifting of the leach area down hill in to an undisturbed area that has a sufficient depth of B and C layer material to meet the 4 feet of naturally occurring pervious material rule in Title 5. As you know, the owner is ready to occupy the home as soon as the septic system can be constructed. Any assistance you could give to help complete the review and approval of this revised plan would be appreciated. If you have any comments or questions please do not hesitate to contact this office. Sincerely, C (rP.E. Benjamin C. Osgood, President 60 BEECHWOOD DRIVE - NORTH ANDOVER, MA 01845 - (978) 686-1768 - (888) 359-7645 - FAX (978) 685-1099 TOWN OF NORTH ANDOVER cf ,►ORT17 '° 6. Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 27 CHARLES STREET " +• -� • NORTH ANDOVER, MASSACHUSETTS 01845 'ss�c►wsE` 978.688.9540 — Phone Susan Y. Sawyer, REHS/RS 978.688.9542 — FAX Public Health Director healthde t n,townofnorthandover.com hqp://www.townofnorthandover.com October 18, 2004 Warren & Robin Markowsky Or Current Homeowner 67 Oakes Drive North Andover, MA 01845 Dear Mr. & Mrs. Markowsky: Notice is hereby given that the Board of Health will hold a public hearing at the Department of Public Works, 384 Osgood Street, North Andover, MA on Thursday, October 28, 2004 at 7:00 PM at the request of Scott Talbot, 70 Oakes Drive, North Andover, who is seeking a Variance to allow a reduction from the required four -feet of naturally occurring material, from the North Andover Board of Health and the Department of Environmenal Protection, specifically referring to regulation 310 CMR 15.415-2, for the purposes of installing a septic system. Plans are available for review at the office of the Health Department, 27 Charles Street, North Andover, MA, Monday through Friday from the hours of 8:30 AM to 4:30 PM. If you have any questions, please call the Health Department at the above number. Sincerely Ysanawyer, REHS/Ri� Public Health Director SYS/pfd �T<VJ1 \VUr�s� Vyb.ci��lvev- �Oc�rd� n� 1'�eG�'c�t -3 /Y JD AV La Y1D�.�n CAj �rom ® Complete items 1, 2, a. 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ® Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: A. Received by (Please Prid, arty) I B. Daft of C. Signatule Agent D. Is delivery address different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. Servic y- . pe ertified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandi! ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number _(Copy from service b PS Form 3811, July 1999 Domestic Return Receipt 102595-00-M-095 ■ Complete items 1, 2, a.-. 3. Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: D xt' Ute S 2. from PS Form 3811, July 1999 ■ Complete items 1, 2, a, - - Also complete item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse so that we can return the card to you. ■ Attach this card to the back of the mailpiece, or on the front if space permits. 1. Article Addressed to: A. Received by (Please Print _.&any) I BcA hof Delive lj C. Signature /Agent ❑ Address Is delivery(.0ress different from item 1? ❑ Yes If YES, enter delivery address below: ❑ No 3. jery '!5plype XI -Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandi. ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes I Return Receipt 102595-00-M-095 COMPLETE• ON DELIVERY A. Received by (Please Print. Orly) B. Date of Deliver C. Si nature X ❑ Agent ❑ ddresse D. Is del ery address different from item 1 * Yes If Y , enter delivery address below: D No tiC%' cC�' 3. Service ertified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandis ❑ Insured Mail ❑ C.O.D. 4. Restricted Delivery? (Extra Fee) ❑ Yes 2. Article Number (Copy from sere' e I el) PS Form 3811, July 1999 Domestic Return Receipt 102595-00-M-0952 F_ ti A W I ¢� II N U y � O O O ICa L cl:� =i 3 ti A U a yo a O � ° >2�o A yO.. b to of c c o °p� o ow w o c ° °F- •U C."5 E ° o m N y0 > C. °4. 73 O C ¢ 'C °' c o b ? 0 g "2-2— °.•ybb bb L T O N „Lw ° CO a. c o; Q d s ` w 0 ° OT N t r O O ; C > C 0 p ami vCi U CLQ fC ..N. C � c u¢°z° C o C E �ow0 " � FE N M M O M ;'3:..wc3 o c' 0 = IUI5" � o 0 C L> p .0 z ca aA�l3aa` N I o Y V O ° cu tQ O a �IIts ¢� II N U y � O O O ICa L cl:� =i 3 ti A U a yo a O � ° >2�o A yO.. b to of c c o °p� o ow w o c ° °F- •U C."5 E ° o m N y0 > C. °4. 73 O C C7 .0 'C °' c o b ? 0 g "2-2— °.•ybb bb L T O N „Lw ° CO a. c o; Q d s ` w 0 ° OT N t r C v C > C a, O° L O 0 ° ami vCi U �••GJ C � y � F+ fC ..N. C � c C o C E �ow0 " � FE N M M O M ;'3:..wc3 M 0 0,= O O M y c' C IUI5" � o 0 C L> p .0 z ca aA�l3aa` ¢� II N U y � O O O ICa L cl:� =i 3 ti A U a yo a O � ° >2�o A yO.. b J O O c c o °p� o ow w o c ° °F- •U C."5 E ° o m N y0 > C. °4. 73 O C C7 .0 'C °' c o b ? 0 g "2-2— °.•ybb bb L T O N „Lw ° CO a. c > y Q d s ` w 0 ° OT N t r C v C > C a, O° L O 0 ° ami vCi U �••GJ C � y � F+ fC ..N. C � c C o C E �ow0 " � FE N M M O M ;'3:..wc3 M 0 0,= O O M y c' C a0+ N E S1 C L> p .0 z 0 ._ a O � ° .L A yO.. b J O O a ow w o c ° o m > C. O o � C O U > > U c o b ? 0 Y c13 ro A. N e N ° v L 0 U oo ° CO a. > y Q d s ` w O 7 T 3 ` M C v >°D o o > N b 2 p a 1 aN`i w y o y c 3 U ami U c _ >>' o q •� CO C 'v 'Y00 c � N M M O M 3 M 0 0,= O O M y c' C a0+ N O O N r .°C -- - o' i •°p � y on > I � a•� c o � c O �N 0.•" �.G O�.. E U ° •° ° ° ct 0. °op¢boo= a°� o a y 1 W W N �+ > N V 00 O O ... C 0.'« y CL o _ N O v p 0❑,c�?_�ca0 T a. o > abi 5 ° a U ° aci 13 a w vi a— c aa oC" oUQ � °s may.• -p c � c c Q n M z o o v Y 3 c o o c c c o p o a > O z c tin d tco 3 on .c ro� 4 r N w 0 N O 0.. Lij Ll p o f= w z 0 o U Z) w Cz�7 ocn CL rn c cn 'En z Z C) 0 N 0 N Q � O = a N Q ria kr) kn 000 O VN' Vl O M O M O O N O z o g o o S N N N N N O U 0 c 3 2 d o U y 3 Co cl� •a a c > _ F Q n a ria rn N w 0 N O 0.. 1 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT ` ' . w 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 978.688.9540 — Phone Susan Y. Sawyer, REHS/RS 978.688.9542 — FAX Public Health Director healthdepstownofnorthandover.com http://www.townofnorthandover.com October 12, 2004 Mr. George Henderson Certified Letter #: 7099-3220-0010-3241-7183 280 Chandler Road Andover, MA 01810 RE: 70 Oakes Drive, North Andover, MA 01845 Dear George, It has come to the attention of the Health Department that you may decline to resume the septic disposal works construction at the site of 70 Oakes Drive, a property owned by Scott Talbot. Please note that you need to notify us within three (3) business days as to whether you are planning to continue any installation work at the site. If we do not receive a response from you, permit number BHP -2004-0553 will be null and void, and an alternate installer will have the right to seek a permit for this septic installation. Please call the office if you have any questions. Thank you for your cooperation in this matter. Sincerely, a4A Su n Y. Sawyer, RE S/RS , blic Health Director /pfd TOWN OF NORTH ANDOVER HEALTH DEPARTMENT 27 CHARLES STREET NORTH ANDOVER. MASSACHUSETTS 01845 Sandra Starr Public -Health Director September 17, 2004 Ben Osgood, Jr. New England Engineering Services, Inc. 60 Beechwood Drive North Andover, MA 01845 Re: 70 Oakes Drive Dear Mr. Osgood: Telephone (978) 688-9540 FAX (978) 688-9542 This is to notify you that the proposed revised plans dated September 15, 2004 for the repair of the septic system at 70 Oakes Drive, North Andover have been approved with the following condition: • The FAST must be installed per the approval issued by the MA DEP • In regards to the "FAST" system, the owner shall enter into a maintenance contract as required by the DEP approval. A copy of the contract shall be submitted to the health department prior to the issuance of a Certificate of Compliance. If you have any questions, please call the office at 978-688-9540. Sincerel t:4-�—`! san Sawyer, REH S Public Health Director Cc: Homeowner File NEW ENGLAND ENGINEERING SERVICES lk INC September 15, 2004 Susan Sawyer North Andover Board of Health 27 Charles Street North Andover, MA 01845 Re: 70 Oakes Drive, North Andover Septic System Design Dear Susan: RECE SEP 16 TOWN OF No.-, The following plans and enclosures for the above referenced property are being submitted for approval. 1. (5) Copies of the revised Septic System Design Plans. These plans incorporate the addition of a "FAST" pretreatment unit to compensate for the removal of the `B" Layer soil beneath the leach field which was designed to be used as part of the 4 foot receiving layer depth. Any help in expediting the review of these plans would be greatly appreciated. If you have any comments or questions please do not hesitate to contact this office. Sincerely, Benjamin C. Osgood, Jr. P.E. President 60 BEECHWOOD DRIVE - NORTH ANDOVER, MA 01845 - (978) 686-1768 - (888) 359-7645 - FAX (978) 685-1099 TOWN OF NORTH ANDOVER of N°RTM , Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT « M 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 Susan Y. Sawyer, REHS/RS Public Health Director August 10, 2004 New England Engineering Services, Inc. Atm: Ben Osgood 60 Beechwood Drive North Andover, MA 01845 Dear Mr. Osgood, 978.688.9540 — Phone 978.688.9542 — FAX healthdent(atownofnorthandover.com wNvw.townofnorthandover.com This correspondence is a follow-up to our phone conversation regarding the septic system installation at 70 Oakes Drive. As was mentioned, the health department conducted a "bottom of bed" inspection on Friday, August 6, 2004. The inspection revealed that the excavation done by the installer was not per the approved plan. The approved plan shows that only the top layer, referred to as the "A" layer, was to be removed. This was due to site evaluations that had found ledge at a depth that required the excavation to remain shallow. This special provision was noted on the plan that was given to the installer. The installer did not follow the special condition and excavated 36+ inches rather than the estimated 12 inches. This error created a condition that is now in violation of Title V 310CMR 15.240(1) (see attached). As we discussed, I placed a call to Mr. Dave Ferris of the Department of Environmental Protection and requested their assistance on how to proceed. He indicated 2 options: 1) Request a variance, to allow a reduction from the required 4 feet of naturally occurring material, from the NA Board of Health and then subsequently apply the state DEP for this variance; 2) Submit a revised plan to the health department for review, with the addition of an approved pre-treatment system. The use of such a system will further treat the effluent prior to reaching the system. This is allowed under the DEP regulation. Until a direction has been chosen it may be prudent to ask the installer to protect the bottom of the bed of the system from adverse weather conditions. Would you please recommend to the installer a manner that you would consider appropriate for this site? Other than that, there should be no work on this system. This entire situation is very unfortunate and can be very confusing. Although a copy of this letter is being sent to the owners, I would appreciate it if you could please contact your client and assist in explaining the situation. Thank you for your cooperation in this important matter. Please advise this office as to your decision. If you choose to come before the board, you must adhere to DEP variance requirements such as submitting a request to be on the September agenda and advertising the notice of variance request in the local paper 10 days prior to the meeting. Sincere - san Sawyer, REHS/RS Public Health Director Xc: George Henderson — 280 Chandler Road, Andover, MA 0 18 10 Homeowner — Kevin Talbot, 28 South Bradford Street, North Andover, MA 01845 Attach: Title 5 310 CMR 15.240 (1) � l 310 CMRC1: 2EPARTMENIT OF ENVIRONMENTAL PROTEI40N 15.232: Distribution ILoscs (1) *For all gravity flow distribution systems, a water tight distribution box designed to provide equal distribution of septic tank effluent to the distribution lines of the soil absorption system shall be provided between the septic tank and soil absorption system. (2) Construction of the distribution box shall be in conformance with the provisions of 310 CMR 15.221(genend construction requirements) and 15.226 (septic tank construction), with the following exceptions: (a) The distribution box may be constructed of plastic or other materials approved by the Department if anchored in place with or on a concrete pad which is at least six inches in thickness and 1.5 times the bottom surface area of the distribution box. (b) The minimum inside dimension of the distribution box, regardless of material, shall be 12 inches. (c) The minimum wall thickness for reinforced concrete shall be two inches. (3) The distribution box shall conform to the following design specifications: (a) When the soil absorption system is to be dosed or the slope of the inlet pipe exceeds 0.08 feet per foot, an inlet tee, baffle or splash plate extending to one inch above the outlet invert elevation shall be provided to dissipate the velocity of the influent. (b) The invert elevation of all outlets shall be equal to each other and located at least two inches below the invert elevation of the inlet. The distribution lines leading from the distribution box shall all have the same invert elevation as determined by flooding the distribution box to the height of the distribution line invert after all lines have been sealed in place. If all inverts are not the same elevation, they shall be adjusted by filling with durable and non -deformable material permanently fastened to the line or reconstructing the lines until all inverts are at the same elevation. (c) Outlet distribution lines shall be level for a minimum of the first two feet of their length. There shall be at least one outlet for each effluent distribution line. (d) Every distribution box shall have a water tight cover or in the case of systems with a design flow greater than 2,000 gpd, water tight manhole with cover. (e) Every distribution box shall have a minimum sump of six inches as measured below the outlet invert elevation. 15,233: Sivilons The use of siphons for on-site systems, including shared systems, is prohibited unless approved as a component of a recirculating sand filter or other alternative technology. 15.240: Soil Absorption SV ACn1S (1) On-site subsurface sewage disposal systems shall be located in an area where there is at least a four foot depth of naturally occurring pervious soil below the entire area of the soil absorption area and reserve area unless a variance is issued in accordance with the provisions of 310 CMR 15.415(2). The four foot stratum must be free of impervious (as defined in 310 CMR 15.002) materials. (2) Effluent from any component of an on-site sewage disposal system shall not be disposed of by direct discharge to any waters of the Commonwealth, unless in compliance with a permit issued pursuant to 314 CMR 3.00 (surface water permitting) or 314 CMR 5.00 (groundwater permitting). (3) Soil absorption systems shall be designed as an integral part of the system. Septic tank effluent is to be distributed throughout the soil absorption system by means of effluent distribution lines so that the effluent can migrate through the underlying soil column under unsaturated flow conditions. All soil absorption systems shall achieve the following objectives of the soil treatment process: (a) maximum stabilization of organic wastes in the effluent, (b) removal of pathogenic organisms, nutrients, and particulates, 12/27/96 310 CMR - 523 0 �1 TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 Heidi Griffin Acting Health Director December 8, 2003 Scott Talbot 102 South Bradford Street North Andover, MA 01845 978.688.9540 — Phone 978.688.9542 — FAX RE: Subsurface Sewage Disposal System Plan for 70 Oakes Drive, Map 107A, Lot 45, North Andover, Massachusetts Dear Mr. Talbot, 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 November 20, 2003 and received by this office on November 25, 2003. 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: 1. If site conditions are found in the field to be different from those indicated on the 2 design plan and/or soil evaluation, the originally issued Disposal System Construction Permit is void, installation shall stop, and the applicant shall reapply for a new Disposal Systems Construction Permit (3 10 CMR 15.020(1)). 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. The tree with the benchmark placed upon it as shown on this plan shall be wrapped with orange snow fence for the duration of construction of the house and/or septic system in order to avoid accidental removal of the tree. 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, Heidi Griffin, Acting Health Director encl: List of licensed septic system installers cc: file New England Engineering Services 0 DelleChiaie, Pamela From: Dan Ottenheimer [info@ millriverconsulfing.coml Sent: Monday, December 08, 2003 1:57 PM To: Heidi Griffin; Brian LaGrasse; Pamela Dellechiaie Subject: 70 Oakes Drive Heidi, Brian and Pam, �1 Page 1 of 1 Attached please find the plan approval letter for 70 Oakes Drive. You will see that we added an additional approval condition from the standard list to include preservation of the tree where the benchmark is currently placed. In too many instances where extensive site clearance is proposed we have seen the benchmark tree inadvertently removed with a host of problems for folks consequently arising. We're just trying to save everyone time and headaches later on. 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@millriverconsultio-g.com 12/8/2003 <511 Town of North Andover HEALTH DEPARTMENT 27 Charles Street North Andover, MA 01845 978.688.9540 healthdepOlownofnorthandover. com SEPTIC PLAN SUBMITTAL FORM i DATE OF SUBMISSION: Z �l ZOG i SITE LOCATION: ? O ENGINEER: / e(4) NOV z/511F I NEW PLANS: YES $225.00/Plan C (Includes P(NEwPLAN and on Re -Review Only) REVISED PLANS: YES $ 75.00/Plan Check #: SITE EVALUATION FORMS INCLUDED: YES LOCAL UPGRADE FORM INCLUDED: YES jN0/ Telephone #: el ?(--s 6 1�6 -17 Gds Fax #: 9 N 6e 5- t0'1 q E-mail:/U/f-6SLA)69 4o( Lam HOMEOWNER NAME: Se-cTjT- 1,9 ( is 0-F OFFICE USE ONLY When the submission is complete (including check): I. Date stamp plans and letter 2. Complete and attach Receipt 3. 4,-' Copy File; Forward to Consultant 4. C/ Enter on Log Sheet and Database ''k C C NEW ENGLAND ENGINEERING SERVICES INC November 25, 2003 -AA Brian LeGrasse North Andover board of health NQS 27 Charles Street ` North Andover, MA 01845 Re: 70 Oakes Drive, Septic system design Dear Brian: Enclosed are 5 sets of revised septic system design plans for the above referenced property. These revised plans incorporate the following changes. The numbers below correspond to the numbers in your letter dated November 4, 2003. 1. The proposed topographic lines have been adjusted to provide 15 feet of distance between the leach area and the downhill slope. 2. A notzregarding the installation of butyl resin in the joint between the bottom and the top half of the tank by the tank manufacturer has been added to the plans. 3. The tank loading has been specified. 4. The soil logs and test hole labels have been adjusted to match the North Andover records. 5. The observed ground water depth has been added to the soil logs on the plans. 6. The percolation test elevations are included on the plan. 7. A swale has been added to the plan to divert water away from the neighboring property. 8. The existing septic system location has been added to the plans. 9. The Engineers discipline is written next to the signature on the plan. 60 BEECHWOOD DRIVE - NORTH ANDOVER, MA 01845 - (978) 686-1768 - (888) 359-7645 - FAX (978) 685-1099 147 C 10. The riser notes of the profile and the pump notes have been clarified. 11. Construction note #4 has been modified to indicate the removal of the first 6" of the "B" layer. 12. The existing dwelling has four bedrooms and is indicated as such on the plans. The assessor's card is enclosed with this letter. The assessor's card indicates that the dwelling has three existing bedrooms and a total of eight rooms. Title 5 defines the number of bedrooms as the number of rooms divided by two, or the number of bedrooms, whichever is greater, therefore the house is considered to have 4 bedrooms according to title 5. The existing house is a split level home with three bedrooms upstairs and several rooms downstairs, one of which was used as a spare bedroom. This spare room was probably not considered a bedroom by the assessor's office due to the fact that it was located on the lower level. If you have any questions please do not hesitate to contact this office. Sincerely, Benjamin C. Osgoo, Jr., EIT President • TOWN OF NORTH ANDOVER °E NORTa 1 Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 27 CHARLES STREET • '''' NORTH ANDOVER, MASSACHUSETTS 01 845 ��SS�CHUS � 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�y North Andover, MA 01845 Re: 70 Oakes Drive, Map 107A, Lot 45 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: 1. Please provide a minimum of 15' of fill in a horizontal direction from the edge of each of the leaching chambers to their respective breakout elevations, or provide a different method for meeting breakout requirements. (3 10 CMR 255(2)) 2. 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, will the manufacturer be responsible for sealing the joint between the two halves? (3 10 CMR 15.221(1)). 3. Please specify the septic tank loading. (3 10 CMR 15.226(3)) 4. Please check the soil logs on the plan with those obtained while in the field. The North Andover Board of Health witnessed soil logs show: a.) perc depth for PT -2B @ 13"(shelf)/16"(hole), b.) perc depth for PT -2C @ 30"(shelf)/19"(hole), c.) the names for the deep holes are reversed for General B and TP -3, and d.) of the two TP -2's, the left one should be labeled TP -1. 5. Please add the observed ground water to the soil logs on the plan. (3 10 CMR 15.220(4)(n)). 6. Please provide the elevations of the percolation tests. (NA 8.02n) 7. Please provide a Swale to divert surface runoff where the toe of slope around the leach area is less than 5' from the property line. (3 10 CMR 255(2)) 8. Please provide the location of the existing septic system. (3 10 CMR 15.354). 9. Please specify the engineer's discipline in the area of the stamp. (MGL C.112 s.81 M) 10. Pump chamber note #7 and the System Profile do not coincide with respect to the final placement of risers. 0 u 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) 12. Please indicate the number of bedrooms in the existing dwelling. This is needed to ascertain if this project is to be viewed as new construction or an upgrade pursuant to Title 5 of the Massachusetts Environmental Code. 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, fZLaGrasse Health Inspector cc: Homeowner CD&S Dir. File ('SEPTIC PLAN SUBMITTALS r� LOCATION: 7 0 1 ut Map & Parcel JS NEW PLANS: YES $225.00/Plan Check #: 22 REVISED PLANS: YES $ 60.00/Plan Check #: SITE EVALUATION FORMS INCLUDED: YES NO LOCAL UPGRADE FORM INCLUDED: YES NO DATE: I O JJ -7 DATE TO CONSULTANT: DESIGN ENGINEER: /U CFL -1 r 6,,Q Telephone #: c(7 til ��'✓ When the submission is complete (including check), date stamp plans, COPY for Conservation, and place in existing file with green Design Approval form. C n NEW ENGLAND ENGINEERING SERVICES lk INC October 17, 2003 North Andover Board of Health 27 Charles Street North Andover, MA 01845 f OCT � a Re: 70 Oaks Drive, North Andover, Septic system design 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. 02, 41T EIT President ? �yL- /D 1,-2 60 BEECHWOOD DRIVE - NORTH ANDOVER, MA 01845 - (978) 686-1768 - (888) 359-7645 - FAX (978) 685-1099 No. C FORM 11 - SOIL EVALUATOR FORM Page 1 of 3 Date: /®/ 03 Commonwealth of ]Massachusetts /0 , Massachusetts Soil Suitability Assessment for On-site Sewage Disposal Performed By: ................... ... Date. Witnessed B5/._.. y: Location Addrus or 7� Q Ow:rr's Narrc, Loi I /a /Q Adan::, and A1C TdepMrc / • /��. tel! l��/�—� �/'T yew Construction Repair ❑ Published Soil Survey Available: No ❑ Yes R1 Year Published ....... Publication Scale/-��/AP... Soil Map Unit CbC Drainage Class Soil Limitations��1�.....�'�'�/Cil Surficial Geologic Report Available: No ® Yes ❑ Year Published Publication Scale Geologic Material (i&p Unit).................................................................................... ....... Landform......................................................................................................... ...... Flood Insurance Rate Map: Above 500 year flood boundary No []Yes 14 Within 500 year flood boundary No ❑Yes ❑ Within 100 year flood boundary No []Yes ❑ Wetland Area: National Wetland Inventory Map (map unit) Wetlands Conservancy Program Map (map unit) Current Water Resource Conditions (USGS): Month L. Range :Above Normal ®Normal ❑Bela,/ Normal ❑ Other References Reviewed: kiDEP APPROVED FORM • 12/07/95 FORM 11 - SOIL EVALUATOR E;ORM Page 1 of 3 Location Address or Lot Ido. On-site Review a Deep Hole Number / Date:. �r/3 Time: Weather/ Location (identify on site plan)��:.::.::.L?T:....:: Land Use �� i �e/l%f%�- Slope M Surface Stones 7Z—AW Vegetation Landform Position on landscape Distances from: Open Water Body feet Drainage wayZ feet Possible Wet Area 2� feet Property Line //0 feet Drinking Water Welf feet Other DEEP OBSERVATION HOLE LOG' Depth from Surface Ilnches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other (Structure, Stones, Boulders, Consistency, I, Gravel) AD A rr L� 041 0 QHai 5f1L I MINIMUM Ur L NULtJ ntuumcu ^ i CV Lr\ 1 r "WI W— —1 —1 —1— Parent 1ter.Parent Material (geologic) r �� DepthtoBedrock: Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: Estimated Seasonal High Ground Water. DEP APPROVED F0101 • 12/07/95 FORM 11 - SOIL EVALUATOR FORM Page 2of3 Location Address or Lot No. O 9 On-site Review 9 Deep Hole Number Z Date:.../ . Time: Weather��C—�� Location (identif on site plan) L-7: Land Use Slope (%) — Surface Stones 7 r5 Vegetation Landform Position on landscape Distances from: Open Water Body feet Drainage wayz� feet Possible Wet Area Z� feet Property Line feet Drinking Water Wellfeet Other. DEEP OBSERVATION HOLE LOG` Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other (Structure, Stones, Boulders, Cons stent}, °/c j Gravel) X V ��/ li��l 77 �✓ ?7zw�-- s S �'3 UM OF 2 HOLES REQUIRED AT EVERY PRUPUStU UISPUSAL AKLA Parent Material (geologic) �J��` �� C5;Gr- 1W DepthtoBedrock: �d Depth to Groundwater: Standing Water in the Hole: Weeping from Pit Face: Estimated Seasonal High Ground Water: DEP APPROVED FOM • 12/07/95 FORM 11 - SOIL EVALUATOR FOPM Page 2 of 3 Location Address or Lot tgo.Ap G�� On-site Review Deep Hole Number Date; . /. Time: 26 Location (identify on site plan) Land Use Slope (%) Surface Stones Vegetation Landform Position on landscape Distances from: Open Water Body 4�'oE7 feet Drainage way 2� feet Possible Wet Area �� feet Property Line feet Drinking Water Welt?/.� feet Other 0 Weather ��- ` ;25, DEEP OBSERVATION HOLE LOG' Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other (Structure, Stones, Boulders, Consisiency, °o Gravel) OF 2 HOLES REQUIRED /AATT EVERY f RUf UStu u15rVSAL AhtA Parent Material (geologic) /"`� �1—_ DepthtoBedrock: Depth to Groundwater: Standing Water in the Hole: — Weeping from Pit Face: �O 4 Estimated Seasonal High Ground Water: DEP APPROVED FORP1 • 12/07/95 FORM 11 - SOIL EVALUATOR FORM Page 2 of 3 Location Address or Lot No. /© No, Aoo!9�7 On-site Review Deep Hole Number 7 Date ./ / . Time: 7 • Weather` �z Location (identify on site plan) L>GT Land Use�'' Slope (%) Surface Stones 7� Vegetation lir" Landform A:411v Position on landscape Distances from; Open Water Body feet Drainage way feet Possible Wet Area feet Property Line �� feet Drinking Water We117/15te feet Other DEEP OBSERVATION HOLE LOG* Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other I (Structure, Stones, Boulders, Consistency. In � Gravel) `tel. i I ' MINIMUM Ul- Z HULtJ MtUUlntUAI tVtnr rnvrvocu VIJrVJMIMncM Parent Material (geologic) ¢��C� DepthtoBedrock: Depth to Groundwater: Standing Water in the Hole: —,j Weeping from Pit Face: Estimated Seasonal High Ground Water: kiDEP APPROVED FORM • 11/07/95 C 0 FORM 11 - SOIL EVALUATOR )ORM Page 2 of 3 Location Address or Lot No. �52 On-site Review Deep Hole Number Date:. lglj Time:© — Weathee��^� Location (identify on site olan)�� Land Use ,�ixiTi�L Slope (%) Surface Stones 72!;27a—) Vegetation Landform Position on landscape /�� -:5'zol2 Distances from: Open Water Body feet Drainage wayfeet Possible Wet Area feet Property Line feet Drinking Water Wellfeet Other DEEP OBSERVATION'HOLE LOG* Depth from Surface (Inches) Soil Horizon Soil Texture (USDA) Soil Color (Munsell) Soil Mottling Other (Structure, Stones, Boulders, Consistency, Gravel) 17 LS 7 �- /` C) /1 /%NG I MINIMUM OF 2 HOL E SHEUUIKLU AI LVthY tjhUVUStU UlZ WUt)AL AhtA / f Parent Material (geologic) / /��C� � DepthtoBedrock: 16 Depth to Groundwater: Standing Water in the Hole: _ Weeping from Pit Face: 4,4 r1 Estimated Seasonal High Ground Water: DEP APPROVED F010 • 11/07195 J 0 0 FORM 11 - SOIL EVALUATOR FORNI Page 3 of 3 Location Address or Lot No. Determination for Seasonal High Water Table Method Used: ❑ Depth observed standing in observation hole ..... inches ❑ Depth weeping from side of observation hole.. inches © Depth to soil mottles ..... inches#Z _ 'f'5? „ ❑ Ground water adjustment ................... feet— 4d " 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 a1J areas observed throughout the area proposed for the soil absorption system?� If not, what is the depth of naturally occurring pervious material? Certification I certify that on O/W 595 (date) 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. O Signatur Date DEP APPROVED FORM - 12/07/95 . O TOWN OF NORTH ANDOVER BOARD OF HEALTH 27 CHARLES STREET NORTH ANDOVER, MASSACHUSETTS 01845 FRANCIS P. MACMILLAN, M.D. CHAIRMAN Sandra Starr, R.S., C.H.O. Public Health Director June 27, 2003 RE: 70 Oakes Drive North Andover, MA To Whom It May Concern: Telephone (978) 688-9540 FAX (978) 688-9542 This letter certifies that the garbage grinder at the site noted above has been removed as requested by the North Andover Board of Health and the septic tank has been inspected. The Title 5 inspection determination can pass from a "conditionally pass" to a "pass". For further information on the septic system, please reference the Title 5 inspection report. Sincerely, Sandra Starr Public Health Director Cc: File r' 1 Town of North Andover Office of the Conservation Department Community Development and Services Division Health Department 27 Charles Street Sandra Starr North Andover, Massachusetts 01845 Health Director ORDER LETTER June 10, 2003 Thomas and Debra Ann Witt 70 Oakes Drive North Andover, MA 01845 RE: Garbage disposal Dear Mr. and Mrs. Witt: Telephone (978) 688-9540 Fax (978) 688-9542 Paul Cardone of Septic Compliance, Inc. recently submitted a Title V Inspection Report to this Department. The inspection Report indicated that your dwelling has a garbage grinder/ disposal. Please be aware that your septic system was not designed for and is not adequately sized for the use of a garbage disposal. This will result in the destruction of your leaching field, the failing of your septic system and very costly repairs. You are hereby requested to immediately remove the garbage disposal. Please call this Department as soon as the garbage disposal is removed. Failure to remove the garbage disposal may result in additional action by the Board of Health. You have the right to request a hearing before the Board of Health if you feel this request should be modified or withdrawn. A request for said hearing must be made in writing and received by the Health Department within seven (7) days. from the receipt of this letter. If you have any questions, please feel free to call the Health Department Monday - Friday between 8:30 and 4:30 at 978-688-9540. Thank you for your anticipated and appreciated cooperation. S' ely, Brian J. LaGrasse Health Inspector BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535 c cc: Board of Health File ,0 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION TITLE 5 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address: Owner's Name: Thomas Witt Owner's Address: Same Date of Inspection: 5-15-03 Name of Inspector: (please print) Paul Cardone L Company Name: Septic Compliance, Inc. Mailing Address: 447 Boston Street Topsfield, Ma. 01983 Telephone Number: ( 978) 887-8586 or ( 978) 681-0726 TN 0F' N F� x:71 bVEp� JUN , 6 2003 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. l am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000). The system: Passes X Conditionally Passes Needs Further Evaluation by the Local Approving Authority ils Inspector's Signature: Dater' -Zo or The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP) within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. Notes and Comments At the time of the inspection in my professional opinion the system will pass Title 5 when a new septic tank is out in. All other components are compliant ****This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 insnection Form 6/15/2000 nacre 1 Page 2 of I 1 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 70 Oakes Drive No. Andover, Ma. 01845 Owner: Thomas Witt Date of Inspection: 5-15-03 Inspection Summary: Check A,B,C,D or E / ALWAYS complete all of Section D A. System Passes: I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B. System Conditionally Passes: X One or more system components as described in the "Conditional Pass" section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Answer yes, no or not determined (Y,N,ND) in the for the following statements. If "not determined" please explain. X The septic tank is metal and over 20 years old* or the septic tank (whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. *A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if (with approval of Board of Health): broken pipe(s) are replaced obstruction is removed Distribution box is leveled or replaced ND explain: the system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if (with approval of the Board of Health): Broken pipe(s) are replaced Obstruction is removed ND explain: Page 3 of 11 O OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 70 Oakes Drive No. Andover, Ma. 01845 Owner: Thomas Witt Date of Inspection: 5-15-03 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b) that the system is not functioning in a manner which will protect public health, safety and the environment: Cesspool or privy is within 50 feet of a surface water _ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: _ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. _ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well**. Method used to determine distance **This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: Page 4 of 11 J OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 70 Oakes Drive No. Andover, Ma. 01845 Owner: Thomas Witt Date of Inspection: 5-15-03 D. System Failure Criteria applicable to all systems: You must indicate "yes" or "no" to each of the following for all inspections: Yes No No Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool No Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool No Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool N/A Liquid depth in cesspool is less than 6" below invert or available volume is less than %z day flow No Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped No Any portion of the SAS, cesspool or privy is below high ground water elevation. N/A Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. No Any portion of a cesspool or privy is within a Zone 1 of a public well. N/A Any portion of a cesspool or privy is within 50 feet of a private water supply well. N/A Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. ]This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] No (Yes/No) The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either "yes" or "no" to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no — _ the system is within 400 feet of a surface drinking water supply _ the system is within 200 feet of a tributary to a surface drinking water supply — _ the system is located in a nitrogen sensitive area (Interim Wellhead Protection Area– IWPA) or a mapped Zone II of a public water supply well If you have answered "yes" to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. Page 5 of I 1 0 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 70 Oakes Drive No. Andover Ma. 01845 Owner: Thomas Witt Date of Inspection: 5-15-03 Check if the following have been done. You must indicate "yes" or "no" as to each of the following: Yes No Yes Pumping information was provided by the owner, occupant, or Board of Health No Were any of the system components pumped out in the previous two weeks? Yes _ has the system received normal flows in the previous two-week period? Yes -some to check distribution _ Have large volumes of water been introduced to the system recently or as part of this inspection? Yes _ Were as built plans of the system obtained and examined? (If they were not available note as N/A) Yes _ Was the facility or dwelling inspected for signs of sewage back up? Yes _ was the site inspected for signs of break out? Yes _ Were all system components, excluding the SAS, located on site? Yes _ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? Yes _ Was the facility owner (and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: Yes no Yes _ Existing information. For example, a plan at the Board of Health. _ — Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [3 10 CMR 15.302(3)(b)] Page 6 of 11 0 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 70 Oaks Drive No. Andover, Ma. 01845 Owner: Thomas Witt Date of Inspection: 5-15-03 FLOW CONDITIONS RESIDENTIAL Number of bedrooms (design): 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x # of bedrooms): 330 Number of current residents: Three small children and two adults Does residence have a garbage grinder (yes or no): Yes Is laundry on a separate sewage system (yes or no): No [if yes separate inspection required] Laundry system inspected (yes or no): Seasonal use: (yes or no): No Water meters readings, if available (last 2 years usage (gpd)): 293390.1 Sump pump (yes or no): No Last date of occupancy: occupied COMMERCIAL/INDUSTRIAL Type of establishment: Design flow (based on 310 CMR 15.203): gpd Basis of design flow (seats/persons/sgft, etc.): Grease trap present (yes or no): _ Industrial waste holding tank present (yes or no): Non -sanitary waste discharged to the Title 5 system (yes or no): — Water meter readings, if available: Last date of occupancy/use: OTHER (describe): GENERAL INFORMATION Pumping Records Source of information: According to the owner 2 years ago Was system pumped as part of the inspection (yes or no): Yes If yes, volume pumped: Approx. 1100 gallons -- How was quantity pumped determined? Puma truck tube Reason for pumping: Due for routine check, to check structural integrity of the tank in this case tank is cracking, needs to be replaced. TYPE OF SYSTEM X Septic tank, distribution box, soil absorption system _ Single cesspool _ Overflow cesspool _ Privy — Shared system (yes or no) (if yes, attach previous inspection records, if any) _ Innovative/Alternative technology. Attach a copy of the current operation and maintenance contract (to be obtained from system owner) tight tank _ Attach a copy of the DEP approval _ other (describe): Approximate age of all components, date installed (if known) and source of information: Tank and field are anprox. 23 years of age dbox was replaced in 1997 Page 7 of I 1 Were sewage odors detected when arriving at the site (yes or no): No 0 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 70 Oakes Drive No. Andover, Ma. 01845 Owner: Thomas Witt Date of Inspection: 5-15-03 BUILDING SEWER (locate on site plan) Depth below grade: 10" Materials of construction: X 4" cast iron _40 PVC _other (explain): Distance from private water supply well or suction line: Comments (on condition of joints, venting, alright evidence of leakage, etc.): All SEPTIC TANK: X (locate on site plan) Depth below grade: 2" under patio block Material of construction: X concrete _metal _fiberglass _polyethylene _other (explain) If tank is metal list age: _ Is age confirmed by a Certificate of Compliance (yes or no): __._ (attach a copy of certificate) Dimensions: 10'x 5' wide x 4'deen Sludge depth: 6" Distance from top of sludge to bottom of outlet tee or baffle: Scum thickness: 3" Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: How were dimensions determined: Septic dipstick Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): We recommend tank be pumped every year, inlet baffle cracking, outlet baffle was replaced, liquid level was good top of tank is cracked cover was replaced with a piece of metal, tank needs to be replaced. Tank has curtain wall type baffles. GREASE TRAP: N/A We recommend tank be pumped every Year, inlet baffle cracking outlet baffle was replaced liquid level was good top of tank is cracked cover was replaced with a niece of metal tank needs to be replaced Tank has curtain wall type baffles. (locate on site plan) Page 8 of 11 0 J Depth below grade: Material of construction: ,concrete _metal _fiberglass _polyethylene _other (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping: Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 70 Oakes Drive No. Andover, Ma. 01845 Owner: Thomas Witt Date of Inspection: 5-15-03 TIGHT or HOLDING TANK: N/A (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass _polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present (yes or no): Alarm level: Alarm in working order (yes or no): Date of last pumping: Comments (condition of alarm and float switches, etc.): DISTRIBUTION BOX: Yes (if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Level was good and even Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): The box was replaced in 1997 Box was structurally sound no signs of cracks or leaks, there was six lines leavin¢ All lines had levelers, ran water through the box all lines took the water equally. PUMP CHAMBER: N/A (locate on site plan) Pumps in working order (yes or no): Alarms in working order (yes or no): Page 9 of I I 0 Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 70 Oakes Drive No. Andover, Ma. 01845 Owner: 70 Oakes Drive No. Andover, Ma. 01845 Date of Inspection: 5-15-03 SOIL ABSORPTION SYSTEM (SAS): Yes (locate on site plan, excavation not required) If SAS not located explain why: Type leaching pits, number: _ leaching chambers, number: leaching galleries, number: leaching trenches, number, and length: X leaching fields, number, and dimensions: I Field Approx. 25'long 35' wide overflow cesspool, number: innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): CESSPOOLS: N/A (cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Depth — top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow (yes or no): Ptopet11 OM nes Date of Eo SEWAGE DISPOML SMSM NSfECTWN FORM PART t SYSTEM I%foRMATtON tcomki u e) oo SKETCH OF SEWAGE =9#A I4nurwnl EM: M+tirde tks Mwm&cenm 4OWW U or b��c�womis "Ao" eVaslori • -LLPo er ;� +o TI &23 3 40 Ti z8'in "P �b �� 33'4 IWI �yy$�� SEWAGE DISPOML SMSM NSfECTWN FORM PART t SYSTEM I%foRMATtON tcomki u e) oo SKETCH OF SEWAGE =9#A I4nurwnl EM: M+tirde tks Mwm&cenm 4OWW U or b��c�womis "Ao" eVaslori • -LLPo er ;� +o TI &23 3 40 Ti z8'in "P �b �� 33'4 Page 10 of 11 Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): PRIVY: N/A (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 70 Oakes Drive No. Andover, Ma. 01845 Owner: Thomas Witt Date of Inspection: 5-15-03 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Page 10 of 1 l 0 Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): PRIVY: N/A (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 70 Oakes Drive No. Andover, Ma. 01845 Owner: Thomas Witt Date of Inspection: 5-15-03 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Page 11 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 70 Oakes Drive No. Andover, Ma. 01845 Owner: Thomas Witt Date of Inspection: 5-15-03 SITE EXAM S1ope0-3% Surface water No Check cellar DU Shallow wellsNo Estimated depth to ground water Approx. 8' feet Please indicate (check) all methods used to determine the high ground water elevation: X Obtained from system design plans on record - If checked, date of design plan reviewed: Observed site (abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health -explain: Checked with local excavators, installers- (attach documentation) Accessed USGS database -explain: You must describe how you established the high ground water elevation: There were some system installed in the area they did not appeared to be mounded no sump puma basement dry, all liquid levels were good soil was dry hand augured small hole soil looked good there was a title 5 done in 1998 thev determined approx o, wr- TOWN OF NORTH ANDOVER e NORTH Office of COMMUNITY DEVELOPMENT AND SERVICES F� ti '• °gip HEALTH DEPARTMENT 400 OSGOOD STREET + ^q ,•': NORTH ANDOVER, MASSACHUSETTS Ol 845 Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX SEPTIC SYSTEM CONSTRUCTION NOTES ADDRESS: 70 Oakes Drive MAP: 107.A LOT: INSTALLER: Jon Whvman DESIGNER: NEES PLAN DATE: October 14, 2003, Last Revised: 11/10/04 BOH APPROVAL DATE ON PLAN: November 2, 2004 DATE OF BED BOTTOM INSPECTION: November 8, 2004 DATE OF FINAL CONSTRUCTION INSPECTION: DATE OF FINAL GRADE INSPECTION: SELECT SYSTEM TYPE GRAVITY DISTRIBUTION PRESSURE DISTRIBUTION PRESSURE DOSING HOLDING TANK ADVANCED TREATMENT OTHER COMPONENT SUMMARY FROM PLAN GALLON TANK = LOADING OF SEPTIC TANK = GALLON PUMP CHAMBER = _ LOADING OF PUMP CHAMBER = TYPE OF SAS = DIMENSIONS AND DETAILS OF SAS: SITE CONDITIONS 144 ❑ Existing septic tank properly abandoned ❑ Internal plumbing all to one building sewer ❑ Topography not appreciably altered Comments: Page 1 of 4 a . '" TOWN OF NORTH ANDOVER Of NORTH 1 Office of COMMUNITY DEVELOPMENT AND SERVICES `10 �p : ,�,,, • ° HEALTH DEPARTMENT +, d 400 OSGOOD STREET # �, ...:,:,�. �,>• + NORTH ANDOVER, MASSACHUSETTS 01845 CH Susan Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.9542 — FAX SEPTIC TANK ❑ Bottom of tank hole has 6" stone base — Did not see D 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) ❑ Inlet tee installed, under access port ❑ 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 ❑ Hydraulic cement around inlet & outlet Comments: Building sewer required — 22 OK. PUMP CHAMBER Comments: ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ❑ gallon Pump Chamber installed (H-10 or H-20) (monolithic or 2 piece) ❑ Inlet tee installed, under access port ❑ Pump(s) installed on stable base ❑ Alarm float working ❑ Pump On/Off float working ❑ Drain hole in pressure line ❑ inch cover to within 6" of final grade installed over one access port ❑ Water tightness of tank has been achieved Visual or Vacuum Test or Water held for 24 hrs ❑ Hydraulic cement around inlet & outlet Page 2 of 4