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Miscellaneous - 35 TURTLE LANE 4/30/2018 (4)
North Andover Board of Assessors Public Access Parcel ID: 210/106.B-0102-0000.0 SKETCH. Click on Sketch to Enlarge Community: North Andover PHOTO F—F-i No Picture Available Location: 35 TURTLE LANE Owner Name: TRONIC, BRUCE S, DR JOAN A TRONIC Owner Address: 35 TURTLE LANE City: NORTH ANDOVER State: MA ZIP: 01845 Neighborhood: 7 - 7 Land Area: 1 acres Use Code: 101 - SNGL-FAM-RES Total Finished Area: 2208 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 520,000 487,100 Building Value: 304,800 288,000 Land Value: 215,200 199,100 Market Land Value: 215,200 Chapter Land Value: LATEST SALE Sale Price: 138,500 Sale Date: 04/14/1983 Arms Length Sale Code: Y -YES -VALID Grantor: MURTAGH THOMAS R Cert Doc: Book: 1662 Page: 141 Page 1 of 1 http://csc-ma.us/NandoverPubAcc/jsp/Home jsp?Page=3&Linkld=808901 9/29/2006 ;z ;; Q O xOf o y N J f0 O) O) m 0 f0 N Q' d U U O C V U U CL CU Ua�co�n a WU S O OI O 0 J_ 07 m E E 0 U N F -a2 O O C �.O O ao o ~ O U " W mU 3 io N 0 o g J V m m J a 0JO mw 0 �Q �LLI C4 r U V E J <O � m uj o y o a 0 W U o 0 coo.0 H � 0 a) M 2 Q U oCD �4 a :c aQGo Oa moa>� a m o � CD LL� C o O 16 d0F�> 0 o @ O7 LO LC LO wF- UUUU c7 of O Z J OI O 0 J_ 07 m E E 0 U N CO O O Ln co O 0 Z o N r U io N 0 o O o J V m m O m¢ C a 0JO mw 0 �Q U U V E J E m cu 0 LiJ 0 y a 0 ¢ N L!7 U N a iN O W OO 0 N r Z Z _� CD O o o Z N r O O � Z N 0 0 � r Q O O Ln co 0 m 0 Z G r O N :.i O o J V (A UZ Q' W LLj Q C-4 o a 0JO mw 0 �Q U U "Oa UNIX Q Ix �F-0�MZ y a 0 ¢ N L!7 i • N O O N A N r N :.i LO 0) t6 N r U 0 p y C000 N L!7 U N iN O W OO LL N r Z Q d _� o o Z N r Z N 0 0 � _O f - CC LL Ce O Q a a .. 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FROM LEACH AREA LOCATIONS OF DEEP HOLES & PERC TESTS z ELEVATIONS OF DISPOSAL SYSTEM TOP OF FDN ELEVATION LOCATIONS V OF WELLS, DRAINS, WATERCOURSES WITHIN 150' OF SYSTEM LOCATION OF WATER, GAS, ELECTRIC LINES, CABLE V DISTANCES FROM CORNERS OF HOUSE TO CENTER OF TANK & D -BOX ORIGINAL STAMP & SIGNATURE IMPERVIOUS V AREAS - D RIVEWAYS, ETC. y NORTH ARROW LOCATION & ELEVATIONS OF BENCHMARK USED ~� I TOWN OF NORTH ANDOVER NORTH ffice of COMMUNITY DEVELOPMENT AND SERVICES 3?°•'`r�.. ' °0 �1� 2 4 2007 HEALTH DEPARTMENT ' �'L)OVER 400 OSGOOD STREET T. • NORTH ANDOVER, MASSACHUSETTS 01845 HEALTH DEPARTMENT ss t 978.688.9540 — Phone Susan Y. Sawyer, REHS/RS 978.688.8476 — FAX Public Health Director E-MAIL: healthdept(a>townofnorthandover.com WEBSITE: hqp://www.townofnorthandover.com TOWN OF NORTH ANDOVER SEPTIC DISPOSAL SYSTEM - INSTALLATION CERTIFICATION The undersigned hereby certify that the Sewage Disposal System constructed; ( ) repaired; by v ../ C (Print N located at 7-,./,Z r ( C,- L.q ti c (Installation Address) was installed in conformance with the North Andover Board of Health approved plan, originally dated and last Revised on , with a design flow of gallons per day. The materials used were in conformance with those specified on the approved plan; the system was installed in accordance with the provisions of 310 CMR 15.000, Title 5 and local regulations, and the final grading agrees substantially with the approved plan. All work is accurately represented on the As -built which has been submitted to the Board of Health. Bed inspection date: /J RZv 6 Final inspection date: Installer: And - Print Name ngineer Representative (Signature) And - Print Name lJ Z Engineer Representative (Signature) ?`L 0J3a.._ 7"L And - Print Tfame (Signature) Date: Engineer: �� �/ (Signature) Date: l y�j L And - Print Name DelleChiaie, Pamela From: DelleChiaie, Pamela Sent: Wednesday, July 18, 2007 1:57 PM To: Osgood Ben (E-mail) Subject: 35 Turtle Lane Importance: High l y Hi Ben am following up on some aging files.... For 35 Turtle Lane, I am missing the Final Grade Request, As Built Plan, and Installation Certification form. The system was repaired by John Soucy. The original DWC Permit was issued on Sep. 29, 2006, so it's been quite awhile. Is there some type of hold up with this particular site? Please let me know when this information will be forthcoming. Thanks. Bagf Rdgavds, lvaftoew DIMMMM41.0 Health Department Assistant Town of North Andover 1600 Osgood Street Building 20, Suite 2-36 North Andover, MA o1845 9978.688.9540 - Phone A 978.688.8476 -Fax http://www.townofnorthandover.com healthdept@townofnorthandover.com "OR?" I Commonwealth of Massachusetts Map -Block -Lot °; •`° '•. �o0 106.B-0102- Board of Health Permit No • BHP -2006-0262 :. North Andover _ ___________________ y.�"•- .o •�• ' P.I. FEE �ss�cMusti F.I. $250.00 ----------------------- I Disposal Works Construction Permit Permission is hereby granted John Soucy ----- ------------------------------------------------- to (Repair) an Individual Sewage Disposal System. at No 35 TURTLE LANE - ---------------------------------------------------------- -- ---- ------------------------------------ as shown on the application for Disposal Works Construction Permit No. BHP -2006-026 Dated September 29, 2006 ------------- -- -- --------------------- Issued On: Sep -29-2006 Board of Health ---------------------------------- - a<<"° "' ;�ti Commonwealth of Massachusetts Map -Block -Lot • oo� 106.B- 0102 - o:.• Board of Health ----------- North Andover �I �s•••°�j<� Certificate of Compliance THIS IS TO CERTIFY, That the Individual Sewage Disposal System (Repair) by John Soucy Installer at No 35 TURTLE LANE has been installed in accordance with the provisions of TITLE 5 of the State Environmental Code as described in the application for Disposal Works Construction Permit No. BHP -2006-026 Dated September 29,_ 2006 Printed ----------------------------------- On: Sep -29-2006 ______ Board of Health Of ,LORT :,y . O ,sSACHUS�S CHECK #: LOCATION: H/O NAME: L L Town of North Andover HEALTH DEPARTMENT//v ' O� / xgj-�l CONTRACTOR NAME: Type of Permit or License: (Check box) ❑ Animal $ ❑ Body Art Establishment $ ❑ Body Art Practitioner $ ❑ Dumpster $ ❑ Food Service - Type: $ ❑ Funeral Directors $ ❑ Massage Establishment $ ❑ Massage Practice $ ❑ Offal (Septic) Hauler $ ❑ Recreational Camp $ ❑ Sun tanning $ ❑ Swimming Pool $ ❑ Tobacco $ ❑ Trash/Solid Waste Hauler $ ❑ Well Construction $ SEPTIC Systems: ❑ Septic - Soil Testing $ ❑• - Design Approval $ ,Sep/tic C�Septic Disposal Works Construction (DWC) $�00 ❑ Septic Disposal Works Installers (DWI) $ ❑ Title 5 Inspector $ ❑ Title 5 Report $ ❑ Other. (Indicate) $ 1823 Health Agent Initials White - Applicant Yellow - Health Pink - Treasurer me�gg. NOR7►, Application for Septic Disposal System ?•;i-4Sao a 1'' "pConstruction Permit —TOWN OF ORTH ANDOVER, MA 01845 �,SSACNUa Important: When filling out forms on the computer, use only the tab key to move your cursor - do not use the return key. Application is hereby made for a permit to: ❑ Construct a new on-site sewage disposal system* 6/Repair or replace an existing on-site sewage disposal system* ❑ Repair or replace an existing system component — What? A. Facility Information c/e_4� Address or Lot # A4 t / �,� H,•r, City/Town 2.- *TYPE OV -SEPTIC SYSTEM*: ❑ Pump V Gravity (choose one) ***If pump system, attach copy of electrical permit to application*** TODAY'S DATE $ 250.00 — Full Repair $125.00 - Component ❑ nventional System (pipe and stone system) Infiltrator or Biodiffuser (Gravel -Less) (Attach a copy of your certification to install this type of system. ❑ Pressure Distribution S.A.S. (No D -Box) (Attach Draft Maintenance Agreement) ❑ Pressure Dosed (D -Box Present) S.A.S. 2. �S Tc4Afo Lam► . Address (if different from above) City/Town State Zip Code q Q o �C 1 l Telep one Number 3. Installer In Name Add ss Cityrrown S10 Ut 44 S��_�c Name of Comp ny y O(fi,l State Zip Code Telephone Number (Cell Phone # if possible please) 4. Designer Information &Z' 0 Cr'0_0 Name Name of Company Address City/Town State Zip Code Telephone Number (Best # to Reach) Application for Disposal System Construction Permit • Page 1 of 2 N°off, o Application for Septic Disposal Svstem �t��-kms© `f� ��� � `AConstruction Permit - TO�`�UN OF TODAY'S DATE $ 250.00 - Full Repair $125.00 - Component PAGE 2OF2 A. Facility Information continued.... 5. Type of Building:esidential Dwelling or ❑Commercial B. Agreement The undersigned agrees to ensure the construction and maintenance of the afore -described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code, as well as the Local Subsurface Disposal Regulations for the Town of North An over, and not to place the system in operation until a Certificate of Compliance has been is ed by t . Board of Health. of Name Date Applicat' n droved By: (Board of Health Representative) Na a Date 'Application Disaproved for the following reasons: For Office Use Only: L Fee Attached. Yes / No 2. Project Manager Obligation Form Attached. Yes No 3. Pump Svstem? Ifso, Attach copy ofElecuical Permit Yes No, �Z' 4. Foundation As -Built. (new construction ronly): Yes No (Same scale as approved plan) 5. Floor Plans? (new construction only): Yes No Application for Disposal System Construction Permit • Page 2 of 2 A SEPI IC SYSTEM INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction for the septic system for the property at: L/2. -� L,, (Address of septic system) (� Relative to the application of 130 (Installer's name) Dated—��-(��. o ay s date For plans by /V. (En eer) And dated With revisions dated I understand the following obligations for management of this project: ngina ate (Last revised date) 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 allinspections. If homeowner, contractor, project manager, 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 Title 5 and the Board of Health Regulations may result in a $50.00 fine being levied against me and/or my company. a. Bottom of Bed — Generally, this is the first (1s) inspection unless there is a retaining wall, which should be done first. The installer must request the inspection but does not have to be present. b. Final Construction Inspection — Engineer must first do their inspection for elevations, ties, etc. As -built of verbal OK (or e-mail to: healthdeptQtownofnorthandover.com) from the engineer must be submitted to the Board of Health, after which installer calls for an inspection time. Installer must be present for this inspection. With a 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. Installer does not have to be on-site. 4. As the installer, I understand that only I may perform the work (other than simple excavation) and I am required to complete the installation of the system identified in the attached application for installation. I further understand_ that work done by others unlicensed to install septic systems in North Andover can constitute reasons for denial of the system and/or revocation or suspension of my license to operate in the Town of North Andover, significant fines to all persons involved are also possible. 5. As the installer, I understand that I must be on-site during the performance of the following construction steps: a. Determination that the proper elevation of the excavation has been reached. b. Inspection of the sand and stone to be used. c. Final inspection by Board of Health staff or consultant. d. Installation of tank, D -Box, pipes, stone, vent, pump chamber, retaining wall and other components. 6. As the installer, I understand that I am solely responsible for the installation of the system as per the approved plans. No instructions by the homeowner, general contractor, or any other persons shall absolve me of this obligation. Undersigned Licensed Septic Installer: o, (Today's Date) %�/11-14o S£ U4t ame —Print) (Name —Signed) Page 1 of 1 DelleChiaie, Pamela From: Dan Ottenheimer [info@millriverconsulting.comj Sent: Monday, November 13, 2006 12:09 PM To: DelleChiaie, Pamela Subject: RE: 35 Turtle Lane sorry Daniel Ottenheimer, President Mill River Consulting, Inc. On -,Site Wastewater Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriverconsultina.com dano@miliriverconsulti—ng.com From: DelleChiaie, Pamela [mailto:pdellechiaie@townofnorthandover.com] Sent: Monday, November 13, 2006 11:06 AM To: info@millriverconsulting.com Subject: RE: 35 Turtle Lane Importance: High No attachment received. Please send. Thank you. -----Original Message ----- From: Dan Ottenheimer [mailto:info@millriverconsulting.com] Sent: Friday, October 27, 2006 7:21 AM To: Grant, Michele; Lisa Kozel LeVasseur; Marianne Peters; DelleChiaie, Pamela; Sawyer, Susan Subject: 35 Turtle Lane Construction Inspection attached for 35 Turtle Lane. No problems noted during the inspection. Dan 0 _— Daniel Ottenheimer, President Mill River Consulting, Inc. On -Site Wastewater 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. 11/13/2006 T14 �r.0;��� _ _ h6 N." •O3-mz' �40 ilF d `� �'C. cee.iiiwewKx . �• PUBLIC HEALTH DEPARTMENT Community Development Division ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: 35 Turtle Lane MAP: 106B LOT: 102 INSTALLER: John Soucy DESIGNER: New England Engineering PLAN DATE: August 1, 2006 BOH APPROVAL DATE ON PLAN: September 26, 2006 INSPECTIONS TANK INSPECTION: DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: October 11, 2006 DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS Comments: SEPTIC TANK ❑ Existing septic tank properly abandoned ® Internal plumbing all to one building sewer ® Topography not appreciably altered ❑ Bottom of tank hole has 6" stone base ® Weep hole plugged ® 1500 gallon tank has been installed H-10 loading Monolithic construction ❑ Water tightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) ® Inlet tee installed, centered under access port ® Outlet tee (gas baffle or effluent filter) installed, centered under access port 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 fax 978.688.8476 Web www.lownofnorthandover.com r10RTH O `T 04_ COOL K N CNC Kw •7'/ PUBLIC HEALTH DEPARTMENT Community Development Division ❑ 24" inch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present ® Hydraulic cement around inlet & outlet Comments: DISTRIBUTION -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 (Gravel -less Chambers) ® Brand and Model of Chamber Infiltrator Quick 4 ® Number of chambers per row 11 ® Number of rows (trenches) 3 ® Laterals installed and ends connected to header (and vented if impervious material above) ® Elevations of laterals and chambers installed as on approved plan Comments: 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 918.688.9540 Fax 918.688.8416 Web www.townofnorthandover.com 6 X �L\ INVERT INFIELD PLAN INVERT ELEV. Benchmark 99.44 Building Sewer OUT 99.20 Septic Tank IN 99.28 99.10 Septic Tank OUT 99.04 C"Al MLK. PUBLIC HEALTH DEPARTMENT (ommunity Development Division SYSTEM ELEVATIONS CRITICAL SETBACK DISTANCES 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.lownofnorthandover.com INVERT INFIELD PLAN INVERT ELEV. Benchmark 99.44 Building Sewer OUT 99.20 Septic Tank IN 99.28 99.10 Septic Tank OUT 99.04 98.93 Distribution Box IN 98.57 Distribution Box OUT 99.37 Lateral 1 INV 98.34 98.34 Lateral 1 TOP 98.36 Lateral INV 98.34 98.34 Lateral 2 TOP 98.36 Lateral 3 INV 98.34 98.34 Lateral 3 TOP 98.36 Lateral 4 INV Lateral 4 TOP CRITICAL SETBACK DISTANCES 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 Fax 978.688.8476 Web www.lownofnorthandover.com v Etta.. �6 -'Y 16 Qr OOIA �_ COLMI(MC WKM PUBLIC HEALTH DEPARTMENT Community Development Division Mark those distances checked in the field against the design plan and regulatory setback ` Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). 3 As defined in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland bylaws 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 fax 978.688.8476 Web www.lownofnorthandover.com Tank SAS Sewer ❑ Property line 10 10 -- ❑ Cellar wall 10 20 -- ❑ Inground pool 10 20 -- ❑ Slab foundation 10 10 -- ❑ Deck, on footings, etc 5 10 -- ❑ Waterline 10 10 10' ❑ Private drinking well 75 1001 50 ❑ Irrigation well 75 100 ❑ Surface Water 25 50 ❑ Bordering Vegetated Wetland , Salt Marsh, Inland / Coastal Banka 75 100 ❑ Wetlands bordering surface water supply or trib. (in Watershed) 150 150 ❑ Trib. to surface water supply 325 325 ❑ Public well 400 400 ❑ Interim Wellhead Prot. Area ❑ Reservoirs 400 400 ❑ Drains (wat. supply/trib.) 50 100 ❑ Drains (intercept g.w.) 25 50 ❑ Drains (Other) Foundation 10 (5) 20 (10) ❑ Drywells 20 25 ` Suction line 222(2) 2 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). 3 As defined in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland bylaws 1600 Osgood Street, North Andover, Massachusetts 01845 Phone 978.688.9540 fax 978.688.8476 Web www.lownofnorthandover.com Page 1 of 1 DelleChiaie, Pamela From: Dan Ottenheimer [info@millriverconsulting.com] Sent: Friday, October 27, 2006 7:21 AM To: Grant, Michele; Lisa Kozel LeVasseur; Marianne Peters; DelleChiaie, Pamela; Sawyer, Susan Subject: 35 Turtle Lane Construction Inspection attached for 35 Turtle Lane. No problems noted during the inspection. Dan Daniel Ottenheimer, President Mill River Consulting, Inc. On -Site Wastewater Management Services 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www.millriv_erconsulting.com dano @mil lriverconsulting. com 10/27/2006 Page 1 of 1 DelleChiaie, Pamela From: Marianne Peters [mpeters@millriverconsulting.com] Sent: Wednesday, October 11, 2006 8:42 AM To: Dan Ottenheimer; 'Lisa Kozel LeVasseur'; Marianne; Grant, Michele; DelleChiaie, Pamela; Sawyer, Susan ,� i'`�' Subject: Construction InspecV6n Turtle Cane s ed for today We'll be doing final inspection w/John Soucy today; we called him yesterday; all set for today. ❑® Marianne Peters Mill River Consulting 2 Blackburn Center Gloucester, MA 01930 978-282-0014 ph 978-282-0012 fx www.millriverconsulting.com 10/11/2006 TOWN OF NORTH ANDOVER NORTH Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 1600 OSGOOD STREET; BUILDING 20; SUITE 2-36 • �, .,.�:,:.. �.>• + NORTH ANDOVER. MASSACHUSETTS 01845ss" a<`•' �1c u5 Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.8476 — FAX ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS:er,� ,6We- MAP:/Pb b JjLOT: Z INSTALLER: DESIGNER: PLAN DATE: BOH APPROVAL DATE ON PLAN: y►/ 8� 4fv INSPECTIONS TANK INSPECTION: DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS []Existing septic tank properly abandoned ❑Internal plumbing all to one building sewer ❑Topography not appreciably altered Comments: �-tGY 4 �i SEPTIC TANK Bottom of tank hole has 6" stone base Weep hole plugged 1500 gallon tank has been installed H-10 loading Monolithic construction ❑ Water tightness of tank has been achieved (Visual or Vacuum Test or Water held for 24hrs) ❑ Inlet tee installed, centered under access port ❑ Outlet tee (gas baffle or effluent filter) installed, centered under access port ❑ 24" inch cover to within 6" of final grade installed over one access port, must be over outlet of tank if effluent filter is present ❑ Hydraulic cement around inlet & outlet Wastewater System Documentation — Feb 2006 Page 1 of 6 TOWN OF NORTH ANDOVER t NORTol Office of COMMUNITY DEVELOPMENT AND SERVICES or�`� e1ti°oma HEALTH DEPARTMENT p 1600 OSGOOD STREET; BUILDING 20; SUITE 2-36 +• ",..r NORTH ANDOVER, MASSACHUSETTS 01845 �'S3 HUs tS' Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.8476 — FAX Comments: PUMP CHAMBER ❑ Bottom of tank hole has 6" stone base ❑ Weep hole plugged ❑ Combo Tank installed. Size: ❑ 1000 gallon Pump Chamber installed H-10 loading Monolithic construction) ❑ Inlet tee installed, centered under access port ❑ Pump(s) installed on stable base ❑ Alarm float working ❑ Pump On/Off floats working ❑ Separate on/off floats ❑ Drain hole in pressure line ❑ 24" inch cover to within 6" of final grade installed over pump access port ❑ Watertightness of tank has been achieved Visual testing ❑ Hydraulic cement around inlet & outlet Comments: ADVANCED TREATMENT TECHNOLOGY ❑ Type of treatment device: Comments: ❑ Installed per manufacturers requirements ❑ All components working in accordance with manufacturer's requirements Wastewater System Documentation — Feb 2006 Page 2 of 6 TOWN OF NORTH ANDOVER e NORTH Office of COMMUNITY DEVELOPMENT AND SERVICES o? HEALTH DEPARTMENT p 1600 OSGOOD STREET; BUILDING 20; SUITE 2-36 NORTH ANDOVER, MASSACHUSETTS 0 1845 ��SS �C US S Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.8476 — FAX D -BOX Comments: / c(// �/ SOIL ABSORPTION SYSTEM � b C cs�- - �— FIQW V -7C &_� 5y 00e I Yom' (S ❑ �l vlcj-� ❑ l �� �z z (� ❑ n u Comments: Installed on stable stone base Inlet tee (if pumped or >0.08'/foot) Hydraulic cement around inlet & outlets Observed even distribution Speed levelers provided (not required) Bottom of SAS excavated down too soil layer, as provided on plan Size of SAS excavated as per plan Title 5 sand installed, if specified on plan 3/4-1 '/2" double washed stone installed 1/8-1/2" (peastone) double washed stone installed Laterals installed and ends connected to header Laterals vented if impervious material above Orifices @ 5 & 7 o'clock positions Gravel -less 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 Wastewater System Documentation — Feb 2006 Page 3 of 6 TOWN OF NORTH ANDOVER OE NORTH 1 Office of COMMUNITY DEVELOPMENT AND SERVICES o? °�00 HEALTH DEPARTMENT Is 1600 OSGOOD STREET; BUILDING 20• SUITE 2-36 NORTH ANDOVER, MASSACHUSETTS 01845 �'"SSUsc��' Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.8476 — FAX 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: CONTROL PANEL Comments: ❑ Alarm & Pump are on separate circuits ❑ Alarm sounds when float is tripped ❑ Location of control panel: ❑ Rated for exterior if placed outside Wastewater System Documentation — Feb 2006 Page 4 of 6 TOWN OF NORTH ANDOVER f NORT►, Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 1600 OSGOOD STREET; BUILDING 20; SUITE 2-36 �. s NORTH ANDOVER, MASSACHUSETTS 01845"SS„�N„St Susan Y. Sawyer. REHS/RS 978.688.9540 — Phone Public Health Director 978.688.8476 — FAX CRITICAL SETBACK DISTANCES Mark those distances checked in the field against the design plan and regulatory setback Sewer 101 50 Suction line 222(2) ' 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). As defined in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland bylaws Wastewater System Documentation — Feb 2006 Page 5of6 Tank SAS ❑ Property line 10 10 ❑ Cellar wall 10 20 ❑ Inground pool 10 20 ❑ Slab foundation 10 10 ❑ Deck, on footings, etc 5 10 ❑ Waterline 10 10 ❑ Private drinking well 75 1002 ❑ Irrigation well 75 100 ❑ Surface Water 25 50 ❑ Bordering Vegetated Wetland , Salt Marsh, Inland / Coastal Banka 75 100 ❑ Wetlands bordering surface water supply or trib. (in Watershed) 150 150 ❑ Trib. to surface water supply 325 325 ❑ Public well 400 400 ❑ Interim Wellhead Prot. Area ❑ Reservoirs 400 400 ❑ Drains (wat. supply/trib.) 50 100 ❑ Drains (intercept g.w.) 25 50 ❑ Drains (Other) Foundation 10 (5) 20 (10) ❑ Drywells 20 25 Sewer 101 50 Suction line 222(2) ' 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). As defined in 310 CMR 10.55, 10.32, 10.54, and 10.30, respectively, pursuant to 15.211(3), also by NA wetland bylaws Wastewater System Documentation — Feb 2006 Page 5of6 TOWN OF NORTH ANDOVER NORTH Office of COMMUNITY DEVELOPMENT AND SERVICES of 7 b`�°��� `� °�O HEALTH DEPARTMENT o: 1600 OSGOOD STREET; BUILDING 20; SUITE 2-36 NORTH ANDOVER, MASSACHUSETTS 01845 Susan Y. Sawyer, RENS/RS 978.688.9540 — Phone Public Health Director 978.688.8476 — FAX SYSTEM ELEVATIONS Building Sewer OUT Septic Tank IN Septic Tank OUT Pump Chamber IN Pump Chamber OUT Distribution Box IN Distribution Box OUT 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 INVERT ON DESIGN PLAN FIELD INVERT ELEV. Wastewater System Documentation — Feb 2006 Page 6 of 6 O` NORT f 4Y h _ 9 Town of North Andover HEALTH DEPARTMENT ,S'SACHUSt� CHECK #: LOCATION: H/O NAME: CONTRACTOR NAME: Type of Permit or License: (Check box) ❑ Animal $ ❑ Body Art Establishment $ ❑ Body Art Practitioner $ ❑ Dumpster ` $ ❑ Food Service - Type: $ ❑ Funeral Directors $ ❑ Massage Establishment $ ❑ Massage Practice $ ❑ Offal (Septic) Hauler $ ❑ Recreational Camp $ ❑ Sun tanning $ ❑ Swimming Pool $ , ❑ Tobacco $ ❑ TrashlSolid Waste Hauler $ ❑ Well Construction $ SEPTIC Systems: ❑ SS tic - Soil Testing $ Septic - Design Approval ❑ Septic Disposal Works Construction (DWC) $ ❑ Septic Disposal Works Installers (DWI) $ ❑ Title 5 Inspector $ ❑ Title 5 Report $ ❑ Other: (Indicate) $ 1756 Health Agent Initials White - Applicant Yellow - Health Pink - Treasurer r - TOWN OF NORTH ANDOVER f N°RTH Office of COMMUNITY DEVELOPMENT AND SERVICES o? ..�°°� HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSETTS 01845 �'Ss�cxu�`� Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone978.688.8476— FAX Public Health Director E-MAIL: healthdept@townofnorthandover.com WEBSITE: htip://www.townofnorthandover.com SEPTIC PLAN SUBMITTAL FORM RE C E I V W D Date of Submission: caG. lqGcq(js'f aQQ�. I AUG 1 1 2006 Site Location: `3�S :�zvyx lQ /�y/' TSWN H OF DE ARIANDOVER Engineer: &4 New Plans? Yes v $225/Plan Check #st (includes 1 submission and one re- review only) Revised Plans? Yes $75/Plan Check # Site Evaluation Forms Included? Yes No Local Upgrade Form Included? Yes No L,--' NO Telephone #: ���=�?[,� 8 Fax #: E-mail: Homeowner Name: OFFICE USE ONLY When the submis on is complete (including check): ➢ Date stamp plans and letter Complete and attach Receipt )0. —Copy File; Forward to Consultant ➢ ✓ Enter on Log Sheet and Database r � NEW ENGLAND ENGINEERING SERVICES, INC. 1600 Osgood Street Bldg 20 Suite 2-64 North Andover, MA 01845 Tel: 978-686-1768 Fax: 978-327-6138 August 3, 2006 Project # 1200 Mrs. Susan Sawyer North Andover Board of Health 1600 Osgood Street North Andover, MA 01845 Re: 35 Turtle Lane, North Andover, MA Proposed Septic System Design Plan Dear Ms. Sawyer, The following plans and enclosures for the above referenced property are being submitted for approval. 1. (5) Copies of the Septic System Design Plans. 2. (2) Copies of the Form i 1 Soil Evaluator Sheets. 3. (2) Copies of the Form 12 Percolation Test. 4. (1) Copy of the Septic Plan Submittal Form. 5. Check for Plan review fee. 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Other forms may be used, but the information must be substantially the same as that provided here. Before using this form, check with the local Board of Health to determine the form they use. A. Site Information BRUCE TRONIC Owner Name 35 TURTLE LANE Street Address or Lot # NORTH ANDOVEI City/Town Contact Person (if different from Owner) B. Test Results MA 01845 State Zip Code (978) 682-9668 Telephone Number 7-24-06 11:00 Date Time PT1a 23'718 11:05 11:22 11:22 11:34 11:49 15 MIN. 5 MIN. / INCH Test Passed: ❑ Test Passed: Test Failed: ❑ Test Failed: ❑ BENJAMIN C. OSGOOD, JR (PT1) SHAWN G. BRAZEL (PT1a) Test Performed By: ANDREW McBREARTY (PT1) RANDY BURLEY (PT1a) Witnessed By Comments: PT1 DISCONTINUED AT 12:50 (cD- 7" DUE TO SATURATED SOIL t5form12.doc• 06/03 Perc Test • Page 1 of 1 5-25-06 9:30 Date Time Observation Hole # PT1 Depth of Perc 28'716" Start Pre -Soak 9:35 End Pre -Soak 9:50 Time at 12" 9:50 Time at 9" 11:17 Time at 6" Time (9"-6") Rate (Min./Inch) 7-24-06 11:00 Date Time PT1a 23'718 11:05 11:22 11:22 11:34 11:49 15 MIN. 5 MIN. / INCH Test Passed: ❑ Test Passed: Test Failed: ❑ Test Failed: ❑ BENJAMIN C. OSGOOD, JR (PT1) SHAWN G. BRAZEL (PT1a) Test Performed By: ANDREW McBREARTY (PT1) RANDY BURLEY (PT1a) Witnessed By Comments: PT1 DISCONTINUED AT 12:50 (cD- 7" DUE TO SATURATED SOIL t5form12.doc• 06/03 Perc Test • Page 1 of 1 Page 1 of 1 DelleChiaie, Pamela From: Lisa LeVasseur [lisal@millriverconsulting.com] Sent: Friday, July 28, 2006 12:31 PM To: Sawyer, Susan; amcbrearty@millriverconsulting.com; DelleChiaie, Pamela; dano@millriverconsulting.com Subject: Soils for 35 Turtle Lane Lisa LeVasseur Mill River Consulting Your Complete Source for Onsite Wastewater Management 2 Blackburn Center Gloucester, MA 01930-2259 978-282-0014 or 1-800-377-3044 fax: 978-282-0012 www..millriverconsulting.com 7/28/2006 Town of North Andover -�==-- Health Depa#rnent Date: � /11/100e Location: (Indicate Address, if Residential, or Name of B iness) Check #: ff[P Tvve of Permit or License: (Circle) ➢ Animal $ ➢ Dumpster $ ➢ Food Service - Type: $ ➢ Funeral Directors $ ➢ Massage Establishment $ ➢ Massage Practice $ ➢ Offal (Septic) Hauler $ ➢ Recreational Camp $ ➢ SEPTIC PERMITS: � O. -Septic - Soil Testing $ ❑ Septic - Design Approval $ ❑ Septic Disposal Works Construction (DWC) $ ❑ Septic Disposal Works Installers (DWI) $ ➢ Sun tanning $ ➢ Swimming Pool $ ➢ Tobacco $ ➢ TrasIVSolid Waste Hauler $ ➢ Well Construction $ ➢ OTHER: (Indicate) z9 4 Health Agent Initials 1.554 White - Applicant Yellow - Health Pink - Treasurer 11 LETTER OF TRANSMITTAL 'North Andover Health Department 400 Osgood Street North Andover, MA 01845 978.688.9540 - Phone 978.688.8476 - Fax h 1+1k.] t(a)t f rth d E 11 eat en owno no an over.com - -mai www.townofnorthandover.com - Website Page / of. 7,�- \:-V4�6 o w.0O* � i T.W TO: Daniel Ottenheimer DATE: COMPANY: FROM: Pamela DelleChiaie, Health Dept. Assistant Mill River Consulting Phone: 1.800.377.3044 or 978.282.0014 RE: Fax: 978.282.0012 COPY TO: We are sending you: mil Test OPlans_for Review OOther These are transmitted as checked below: OFor Review and comment OAs Requested OAs Required OFor Your Use in below REMARKS: COPY TO: �t �n COPY TO: SIGNED: COPY TO: TRANSMISSION VERIFICATION REPORT TIME 05/1112006 09:40 NAME HEALTH FAX 9786888476 TEL 9786888476 SER.# 000B4J120960 DATE DIME 05111 09:18 FAX NO./NAME 819782820012 DURATION 00:00:44 PAGE{S} 03 RESULT OK MODE STANDARD ECM TOWN OF NORTH ANDOVER F Nofah 1 Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT 400 OSGOOD STREET �• -F' NORTH ANDOVER, MASSACHUSETTS 01845 'Ss�cHuSEt Susan Y. Sawyer, REHS, RS Public Health Director APPLICATION FOR SOIL DATE: AKt I 2w(o MAY - 1 2006 TO=TNORTH 1 H DEPARTMEONT MAP & PARCEL: .688.9540 — Phone .688.8476 — FAX .townofnorthandover.com LOCATION OF SOIL TESTS:,�5" 1 U✓� ie e No • A r -)d O VCAr OWNER: Yu.Gc., )� ic.' Contact#: -1 APPLICANT: S rULG 1 &0 (G Contact #: ADDRESS: Zafiz N0 . Ar-doyo/- ENGINEER: &j1`t m r i e bsQod J ► - � Contact #: 719' 1-o gi' — 1710 8 CERTIFIED SOIL EVALUATOR Com• ocu I�• Intended Use of Land: Residential Subdivision Single Family Hom Commercial Is This: Repair Testing: "/ Undeveloped Lot Testing: Upgrade for Addition: In the Lake 'Cochichewick Watershed? Yes THE FOLLOWING MUST BE INCLUDED WITH THIS FORM No v ➢ Proof of land ownership (Tax bill, or letter from owner permitting test) ➢ 8.5"x M"Plot elan & Location of Testine (please indicate test nit sites on the elan ➢ 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 $360.00 per lot for repairs or upgrades. GENERAL INFORMATION ➢ Only Certified Soil Evaluators may perform deep hole inspections. ➢ Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. ➢ At least two deep holes and two percolation tests are required for each septic system disposal area. ➢ Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH . representative. ➢ Full payment will be required for all additional tests within two weeks of testing. ➢ Within 45 days of testing, a scaled plan (no smaller than 1"-100') shall be submitted to the Board of Health showing the location of all tests (including aborted tests). ➢ Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line N.A. Conservation Commission Approval Date:. Signature of Conservation Agent:, Date back to Health Department: (stamp in): WE i -D MAY - 1 2006 TOWN OF NJ -)R-.,4 ANDOVER HEAL I P— 1c.( r',IENT A LETTER OF TRANSMITTAL North Andover Health Department 400 Osgood Street 3` North Andover, MA 01845 ♦0• 978.688.9540 - Phone 978.688.8476 - Fax healthdept(a,,townofnorthandover.com - E-mail www.townofnorthandover.com - Website Page of p- �t4�o ,b�•~O\ e�. �o coew«cw _ 1� TO: Daniel Ottenheimer DATE: _5_1'1Q � t�l COMPANY: FROM: Pamela DelleChiaie, Health Dept. Assistant Mill River Consulting Phone: 1.800.377.3044 or 978.282.0014 RE: iy Fax: 978.282.0012 COPY TO: We are sending vou: mil Test OPlans for Review OOther These are transmitted as checked below: OFor Review and comment OAs Requested OAs Required OFor Your Use in below REMARKS: C TO COP �_-------- SIGNED: COPY TO: TRANSMISSION VERIFICATION REPORT TIME : 05111/2006 09:40 NAME HEALTH FAX 9786888476 . TEL 9786888476 SER.# 000B4J120960 DATE DIME 05111 09:18 FAX N0.INAME 819782820012 DURATION 00:00:44 PAGE(S) 03 RESULT OK MODE STANDARD ECM TOWN OF NORTH ANDOVER Office of COMMUNITY DEVELOPMENT AND SERVICES Fr.•`�'� `'' HEALTH DEPARTMENT 400 OSGOOD STREET NORTH ANDOVER, MASSACHUSLTtTS 01845 Susan Y. Sawyer, REHS, RS Public Health Director APPLICATION FOR SOIL D. AKi I 2,co(o 97 .688.9540 — Phone 97$.688.8476 — FAX MAY — 1 206 he lthde t townofnorthandov, townofnorthandover.com TC' N to 6 Y Ali; P ARTi"fil�t�l i� E MAP & PARCEL: LOCATION OF SOIL TESTS: 5 vKhe, tAnc,- No . lend o Uc' OWNER: Brum DniC� Contact#: APPLICANT: St -OCC :2010 (*e, Contact #: ADDRESS: 3r - —urll P Lane, Na A-&ycrl-- ENGINEER: c�P-n IQ�'Y! 1 t'l e 654 �( t • .Contact #: 77d - /., CERTIFIED SOIL EVALUATOR- m jyjC_.. OGU C. T • F. Intended Use of Land: Residential Subdivision Single Family Hom Commercial Is This: Repair Testing: V Undeveloped Lot Testing: Upgrade for Addition: In the Lake Cochichewick Watershed? Yes No THE FOLLOWING MUST BE INCLUDED WITH THIS FORM Proof of land ownership (Tax bill, or letter from owner permitting test) ➢ &5"x 11" Plot plan & Location of Testing (please indicate test pit sites on the plan) 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 $360.00 per lot for repairs or upgrades. GENERAL INFORMATION ➢ Only Certified Soil Evaluators may perform deep hole inspections. ➢ Only Mass. Registered Sanitarians and Professional Engineers can design septic plans. ➢ At least two deep holes and two percolation tests are required for each septic system disposal area. ➢ Repairs require at least two deep holes and at least one percolation test, at the discretion of the BOH representative. ➢ Full payment will be required for all additional tests within two weeks of testing. ➢ Within 45 days of testing, a scaled plan (no smaller than 1"-100') shall be submitted to the Board of Health showing the location of all tests (including aborted tests). ➢ Within 60 days of testing soil evaluation forms shall be submitted. Please Do Not Write Below This Line N.A. Conservation Commission Approval Dater Signature of Conservation Date back to Health Department: (stamp in): 5V pool- 1;.oj E,;ec, R E E MAY — 1 20,06 a Page 1 of 1 DelleChiaie, Pamela From: Marianne Peters[mpeters@millriverconsulting.com] Sent: Thursday, June 01, 2006 2:13 PM To: Dan Ottenheimer; 'Lisa Kozel LeVasseur'; 'Marianne Peters'; Grant, Michele; DelleChiaie, Pamela; Sawyer, Susan Subject: Soil Results; 35 Turtle Lane Attached please find the soil evaluation results for 35 Turtle Lane. ❑� Marianne Peters Mill River Consulting \ 2 Blackburn Center Gloucester, MA 01930 978-282-0014 ph 978-282-0012 fx 6/1/2006 Page 1 of 1 DelleChiaie, Pamela From: Marianne Peters [mpeters@millriverconsulting.com] Sent: Thursday, June 01, 2006 3:45 PM To: DelleChiaie, Pamela Subject: RE: Soil Results; 35 Turtle Lane PAMELA, TRY THIS ONE, IF IT DOESN'T LOOK GOOD, LET ME KNOW: I'LL FAX. From: DelleChiaie, Pamela [mailto:pdellechiaie@townofnorthandover.com] Sent: Thursday, June 01, 2006 2:24 PM To: Marianne Peters Subject: RE: Soil Results; 35 Turtle Lane Hi, Can you send the attachment in a different format? I cannot read this one. Thanks. ----Original Message ----- From: Marianne Peters [mailto:mpeters@millriverconsulting.com] Sent: Thursday, June 01, 2006 2:13 PM To: Dan Ottenheimer; 'Lisa Kozel LeVasseur'; 'Marianne Peters'; Grant, Michele; DelleChiaie, Pamela; Sawyer, Susan Subject: Soil Results; 35 Turtle Lane Attached please find the soil evaluation results for 35 Turtle Lane. I Marianne Peters Mill River Consulting 2 Blackburn Center Gloucester, MA 01930 978-282-0014 ph 978-282-0012 fx 6/1/2006 W w 6 z LI CSL, v z W w 6 z LI CSL, v M TOWN OF NORTH ANDOVER SYSTEM PUMPING RECORD DATE: t i o o SYSTEM OWNER & ADDRESS Ir'Onie SYSTEM LOCATION (example: left front of house) DATE OF PUMPING: QUANTITY PUMPED 15 6 D GALLONS CESSPOOL: NO YES SEPTIC TANK: NO YES NATURE OF SERVICE: ROUTINE EMERGENCY OBSERVATIONS: GOOD CONDITION FULL TO COVER HEAVY GREASE -BAFFLES IN PLACE ROOTS LEACHFIELD RUNBACK EXCESSIVE SOLIDS FLOODED SOLIDS CARRYOVER OTHER (EXPLAIN) SYSTEM PUMPED BY: COMMENTS: Ric CONTENTS TRANSFERRED TO: C4,TIC ER & DRAIN SERVICE 107 FOREST STREET; MIDDLETON, MA 01949 (978) 774-2772 SYSTEM OWNER: T-1 c), 11: (— y -a l'v FORM 4 - SYSTEM PUMPING RECORD COMMONWEALTH OF MASSACHUSETTS / ��`�eyL , MASSACHUSETTS SYSTEM PUMPING RECORD DATE OF PUMPING: (-/. Z2 - i '� SYSTEM LOCATION: /' '4"t L 5/ &/, / " O )1/' F0a/Atc6vA Gv" Jc"-./ QUANTITY PUMPED: /�� GALLONS CESSPOOL: NO F--] YES F--] SEPTIC TANK: NO F-1 YES SYSTEM PUMPED BY: CURRIER SEPTIC & DRAIN SERVICE CONTENTS TRANSFERRED TO: DATE: INSPECTOR: Ile "SEWER 119 west street SERVICE A)t 41AVC4 i. Methuen, MA 01844��-f-. (508) 683-5709 - 7/5/�O L 1aArt,' ZS C ti O3 ou ��'` i�'� �s Z ZS C BOARD OF HEALTH Guj�-jfyr, I 120 MAIN STREET NORTH ANDOVER, MASS. 01845 TEL. 682-6400 Gt5 S�Uwv+( 2� �- -' (tv S��rek� ��� oG TO: NO BOA R/4 il 5eFROM: ���dGI,FG'eP Pt;�ft ' This is to certify that I have i�S'spe� the construction of the said disposal system at Z(3 r C r14 7-1-C L4IV� /, orth Andover, Mass. The grades and construction are as specified in my plans and specifications dated <3C T e S° 19 TC. TOWN OF NORTH ANDOVER ADDRESS OF SYSTEM e NAME OF PROFESSIONAL NORTH ANDOVER BOARD OF HEALTH REPORT OF PERC TEST Ile '00t/z//, OR// SANITARIAN CONDUCTING TESTS Fl DATE �,� C NAME OF LOT OWNER_JZ�� / ADDRESS ,�6✓ �4 , • ,ce % SHOW APPRO)M4ATE LOCATION OF PITS ON SKETCH ON REAR OF THIS SHEET zzTotal Topsoil Subsoil Deaths & TvDes Wn+o" T.nwjal pi +. nom%+tk Time to Time to Pe T is Depth Saturation Time Dron 121, - Qv n"fvn off - All Other Considerations: 0G>_ le lee f Signature 7G G �3 Other Considerations: 0G>_ le lee f Signature 2OC41c, 42 ,, c 'o 9'' 0 A Q 10 1 /"z 4 fi 00 m N �mmayLA �o Q -N � nU o i1� n� `i'� r o� 0 om ny�n rn aArDy� y 3 e�� Zm y tA y ° ki .,r IN' N U4 Z � Z r Z Z Z �mmayLA �o Q -N � nU o i1� n� `i'� r 0 d y N U h� N A o /AI &0 ,77 n C � p oo r, o m 4 II � ti n c 0 d y N U h� N A 1), N U y Co m 0'0. n C � p o m � ti n y 1), N U y Co m 0'0. n Zo' ��1 °J .,