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HomeMy WebLinkAboutMiscellaneous - 24 CROSSBOW LANE 4/30/2018w 1-1 North Andover Board of Assessors Public Access r wl Parcel ID �210/106.B-0196-0000.0 Community: North Andover SKETCH Click on Sketch to Enlarge PHOTO 24 L-2 CROSSBOW LAN Location: 24 CROSSBOW LANE Owner Name: FRIDLAND, ANATOLY IDA FRIDLAND Owner Address: 24 CROSSBOW LANE City: NORTH ANDOVER State: MA ZIP: 01845 Neighborhood: 7 - 7 Land Area: 1 acres Use Code: 101- SNCL -FAM -RES Total Finished Area: 3108 sqft ASSESSMENTS CURRENT YEAR PREVIOUS YEAR Total Value: 578,900 540,700 Building Value: 363,800 341,700 Land Value: 215,100 199,000 Market Land Value: 215,100 Chapter Land Value: LATESTSALE Sale Price: 245,000 Sale Date: 07/31/1991 Arms Length Sale Code: Y -YES -VALID Grantor: FINGER, ALAN S Cert Doc: Book: 03294 Page: 0129 Page 1 of 1 http://csc-ma.us/NandoverPubAcc/jsp/Home.jsp?Page=3&LinkId=808984 11/2/2006 I Z CS 42 41, 1 �13 f Al f NO L O W Z O � � 3 o co as y /NA% ct v+ V N cc O O N M O d = .p E G O Z � � G 0 a d w c Y G � w �_ o d CO) 3 o 0 0 d 0 N w IL ti 4 3 ai 5 y U voi w m CL w w o J O Z O Z O Z v m 41' Z w o o OLO N c0 Z Z Z k J co Oto 'a ~ o 40 a42 04 _ o vi a o E m y d �' O d o a oLL co y vn LL V dMt. C C % a y R LM- C � f NORiM , ot P Town of North Andover �.,s .•�� HEALTH DEPARTMENT s�cNuse CHECK #: LOCATION: �i�O•&�' H/O NAME: %y��i}T!�/t (f►/�. 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 $ ❑ Septic - Design Approval $ ❑ Septic Disposal Works Construction (DWC) $ ❑ Septic Disposal Works Installers (DWI) $ ❑ Ti/tle �5Jnspector 40-� itle 5 Report $ $ ❑ Other. (Indicate) $ 1947 Al, Health Agent Initials White - Applicant Yellow - Health Pink - Treasurer 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: 24 Crossbow Lane —North Andover_ Owner's Name: _Annatoly Fridland Owner's Address: 24 Crossbow Lane _ North Andover, MA 01845_ Date of Inspection: _10/26/2006_ Name of Inspector: Neil J Bateson Company Name: Bateson Enterprises Inc._ Mailing Address: _111 Argilla Road_ _Andover, MA 01810 Telephone Number: _( 978 ) 475-4786_ RECEIVED NOV - 3 2006 TOWN OF NORTH ANDOVER HEALTH DEPARTMENT 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. I 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 Fails AInspector's Signature: IA_ate: _10/26/2006_ 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: ,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. • Page 2 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 24 Crossbow Lane_ _ North Andover Owner•_ Fridland Date of Inspection: _10/26/2006 _ 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 . Outlet tee in septic tank & D -box needs replaced. N 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: N 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: N 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 l l OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Prop lerty Address: _24 Crossbow Lane _ North Andover_ Owner: _Fridland_ Datel of Inspection: 10/26/2006 _ 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: I _ 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 I of a public water supply. I _ 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 I 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 14 of 1 i OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 24 Crossbow Lane _ I _ North Andover— Owner: _Fridland_ Date of Inspection: 10/26/2006 _ D. System Failure Criteria applicable to all systems: You must indicate "yes" or `no" to each of the following for all inspections: _ _No Backup of sewage into facility or item component due to overloaded or clogged SAS or cesspool — 1 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 No Liquid depth in cesspool is less than 6" below invert or available volume is''/i 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. — _No7 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. _ No Any portion of a cesspool or privy is within 50 feet of a private water supply well. _I _No 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 I 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 l l j OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 24 Crossbow Lane _ _North Andover _ Owner: _Fridland_ Date of Inspection: _10/26/2006 Check if the following have been done. You must indicate "yes" or "no" as to each of the following: Yes I No Yes— _ Pumping information was provided by the owner, occupant, or Board of Health i 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 ? No 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? -Yes` _ Was the facility or dwelling inspected for signs of sewage back up ? I Yes— _ Was the site inspected for signs of break out ? YesL _ 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 scuml? _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: i Yes No _Yes_ — Existing information. _Yes _ 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)] Page16 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 24 Crossbow lane _ _ North Andover_ Owner: _Fridland_ Date of Inspection: _10/26/2006_ FLOW CONDITIONS RESIDENTIAL Number of bedrooms (design): _4_ Number of bedrooms (actual): _4 DESIGN flow based on 310 CMR 15.203 _600_ Number of current residents: 2 Does;residence have a garbage_grinder (yes or no): No_ Is laundry on a separate sewage system (yes or no): No_ Laundry system inspected (yes or no): _ Seasonal use: (yes or no): No Waters_ meter reading: Ye Sump pump (yes or no): _No Last date of occupancy: — Current-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): I GENERAL INFORMATION Pumping Records Source of information: Pumped three years ago, owner _ Was system pumped as part of the inspection (yes or no): Yes_ If yes, volume pumped: _1500_ gallons -- How was quantity pumped determined? _Measured tank_ Reason for pumping: Inspect tank & tees_ TYPE OF SYSTEM X Septic tank, distribution box, soil absorption system _ Single cesspool _ Overflow cesspool Pavy _ 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): — I Approximate age of all components, date installed (if known) and source of information:_ 23years old, 12/23/1983, as built plan _ Were sewage odors detected when arriving at the site (yes or no): _No Page 17 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: _24 Crossbow Lane_ I _ North Andover _ Owner: _Fridland_ Date of Inspection: _10/26/2006_ BUILDING SEWER _ X _ (locate on site plan) Depth below grade: _16" Materials of construction_ _X_ cast iron _X_40 PVC _other Distance from private water supply well or suction line: Comments (on condition of joints, venting, evidence of leakage, etc.) _ 4" Cast iron thru wall, 3" PVC in house, no leaks. SEPTIC TANKS: X I Depth below grade: _4" 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' x 4' Sludge depth 4"_ Distance from top of sludge to bottom of outlet tee or baffle: N/A _ Scum thickness: _4" Distance from top of scum to top of outlet tee or baffle:—N/A— N/A = Outlet tee corroded off. Distance from bottom of scum to bottom of outlet tee or baffle: How were dimensions determined: _Tape Measure _ Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc _ Pumped septic tank. Inlet tee ok. Outlet tee corroded off needs replaced. Pipe leaving tank broken 6" outside tank. Depth of liquid at outlet invert. No evidence of septic tank leaking. _ GREASE TRAP: (locate on site plan) 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.): • Pagel8 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 24 Crossbow Lane_ _ North Andover– Owner: _Fridland_ Date of Inspection: 10/26/2006 1 TIGHT or HOLDING TANK: (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: Depth below grade 24"_ Depth of liquid level above outlet invert: –0– Comments 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.):_D-box level & distribution equal. D -Boz filled with sand to inverts, Found pipe leaving tank broken. Evidence of leakage. Evidence of carryover. _ PUMP CHAMBER: — (locate on site plan) I Pump in working order (yes or no): Alarm in working order (yes or no): Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): _ i • Page 9 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Propierty Address: 24 Crossbow Lane _ _ North Andover— Owner: _Fridland_ Date of Inspection: _10/26/2006 SOIL ABSORPTION SYSTEM (SAS): X (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, length: _ X leaching field, number, dimensions: —1 field 20' x 451 _ 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.):—Soil ok. Vegetation ok. No sign of ponding to surface. CESSPOOLS: Number and configuration: ____ Depth — top of liquid to inlet invert: — Depth of sludge layer: — Depth of scum layer: , Dimensions of cesspool: _ Materials of construction: _ Indication of groundwater inflow (yes or no): — Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): I PRIVY: (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.): • • Page 10 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: _24 Crossbow Lane _ _North Andover— Date_Fridland Date, of Inspection: _16/26/2006_ 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 = 34'4" = 36' 38'3" Bog = 55'8" 19'8" 22'4" 25'4" Bog = 46' i Page 11 of 11 OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 24 Crossbow Lane _ _ North Andover_ Owner: _Fridland_ Date of Inspection: _10/26/2006_ SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water _ 4' _ I 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: _5/23/1983_ 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: As per design plan_ Summary Record Card generated on 10/20/2006 2:17:48 PM by Lisa Warren Page 1 • Town of North Andover Tax Map # 210-106.B-0196-0000.0 • w 24 CROSSBOW LANE FRIDLAND, ANATOLY 24 CROSSBOW LANE N. ANDOVER, MA 01845 Class 101 Single Family Property Type 1 Residential Size Total 1 Acres FY 2007 UB Mailing Index Name/Address Type Loan Number FRIDLAND, ANATOLY Payor 24 CROSSBOW LANE N. ANDOVER, MA 018445 UB Account Maint. Active/Inact. From Account No Cycle Occupant Name Bldg Id. 17566.0,1- 24 CROSSBOW LANE Last Billing Date 10/16/2006 3170236 03 Cycle 03 UB Services Maint. ? w Water Service Code Posted Date Rate MISCFEE ADMIN FEE 9 0.635/8 WTR WATER 1 4/17/2006 01 ALL METER SIZE UB Meter Maintenance 156 Serial No Status 23 Location 0029699877 a Active 4/5/2005 ENC RT Date Reading Code 9/12/2006 1 3786 a Actual Trouble Code:03 5/17/2004 6/19/2006 3708 a Actual 3/8/2006 3699 a Actual Trouble Code:03 12/22/2005 3693 a Actual Trouble Code:03 9/21/2005 3686 a Actual Trouble Code:03 6/27/2005 1 3530 a Actual 3/23/2005 3507 a Actual 12/13/2004 3498 a Actual Trouble Code:03 9/23/2004 3484 a Actual 6/23/2004. 3400 a Actual Trouble Code:03 4/15/2004 1 3378 a Actual Trouble Code:03 Active/Inactive Active Charge Multiplier/Users 7.82 1/ 343.32 /1 Brand Type ? w Water Consumption Posted Date 78 10/20/2006 9 7/10/2006 6 4/17/2006 7 1117/2006 156 10/14/2005 23 7/15/2005 9 4/5/2005 14 1/14/2005 84 10/8/2004 22 7/30/2004 13 5/17/2004 Size 0.63 0.63 Until YTD Cons 0 Variance 950% 11% 4% -96% 657% 166% -48% -81% 186% 207% 0% Y � ' 1. BATESON ENTERPRISES, INC. Excavating -Water.& Sewer Lines -Septic Systems & Pumping Service 111 Argilla Road Andover, Mass. 01810 Title 5 Inspection Report Property Address: 24 Crossbow Lane, North Andover Owner: Fridland Date of Inspection: 10/26/2006 Tel: (978) 475-4786 Fax: (978) 475-5451 My report contained herein does not constitute a guarantee of future usage and the functionality of the existing I septic system. Such report issued herewith is merely based upon my observations, and I hereby disclaim any further operation of your current septic system. L Neil J. Bat son Bateson Enterprises, Inc. • Commonwealth of Massachusetts City/Town of System Pumping Record Form 4 �M DEP has provided this form for use by local Boards of Health. The System Pumping Record must be submitted to the local Board of'Health or other approving authority. . A. Facility Information Important: When filling out 1. System Location: forms the computer. use I only the tab key Address to move your 24 L/�.� cursor - do not use the�retum Cityfrown State Zip Code key. 2. System Owner Name Address (if different from location) I CityfTown State Zip Code Telephone Number B. Pu'rnping Record �- Is�aU 1 date. of Pumping nate 2. Quantity Pumped: Gallons .3. Type of system: ❑ Cesspool(s) Septic Tank ❑ Tight:Tank (] Other (describe) 4. Effluent tVe Filter present? ❑ Yes No . If yes, was it cleaned? ❑ Yes*:`❑ No 5. Condition of Sy to 6. Syste Pucrtped By` Name Vehicle License Number Company 7. Locati where cont` we Isposed:: V ✓ `_ _rte—_'-- L �C� --© it Signatu of auler Date http://www. mass.gov/dep/water/approvals/`tSforms. htm#inspect t5form4.d6c- 176/0 System F mptng Roco(d • Page.1 of 1 V TOWN OF NORTH ANDOVER ct pORTN 1 ? Office of COMMUNITY DEVELOPMENT AND SERVICES 3 '''#6..Of- s..: O HEALTH DEPARTMENT F 1600 OSGOOD STREET; :BUILDING 20; SUITE 2-36 NORTH ANDOVER, MASSACHUSETTS 01845 �''S CHUSt�g Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.8476 — FAX ONSITE WASTEWATER SYSTEM CONSTRUCTION NOTES LOCATION INFORMATION ADDRESS: �yG'�oss,�� MAP INSTALLER: DESIGNER: PLAN DATE: BOH APPROVAL DATE ON PLAN: /"G INSPECTIONS �� TANK INSPECTION: DATE OF BED BOTTOM INSPECTION: DATE OF FINAL CONSTRUCTION INSPECTION: DATE OF FINAL GRADE INSPECTION: SITE CONDITIONS Comments: SEPTIC TANK LOT: ❑Existing septic tank properly abandoned ❑Internal plumbing all to one building sewer ❑Topography not appreciably altered 0 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 v TOWN OF NORTH ANDOVER °< NORTH Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT '100 1600 OSGOOD STREET; :BUILDING 20; SUITE 2-36 1► �,. 'N NORTH ANDOVER, MASSACHUSETTS 01845 �'SS��►U 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 ❑ Water tightness 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 t HORTM Office of COMMUNITY DEVELOPMENT AND SERVICES o+ ',t���'' HEALTH DEPARTMENT 1600 OSGOOD STREET; BUILDING 20; SUITE 2-36 NORTH ANDOVER, MASSACHUSETTS 01845 ��SSAcHugs� Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.8476 — 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 ❑ Bottom of SAS excavated down to soil layer, as r— Comments: 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 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 NORTH pr 7 Office of COMMUNITY DEVELOPMENT AND SERVICES ''00 HEALTH DEPARTMENT 1600 OSGOOD STREET; BUILDING 20; SUITE 2-36 NORTH ANDOVER, MASSACHUSETTS 01845 ��Ss�cHuge�ty Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.8476:— FAX PRESSURE DISTRIBUTION El Comments: CONTROL PANEL Comments: -- 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 ❑ 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 of HORTh Office of COMMUNITY DEVELOPMENT AND SERVICES HEALTH DEPARTMENT p 1600 OSGOOD STREET; BUILDING 20; SUITE 2-36 "► .; w:.. ,.r NORTH ANDOVER, MASSACHUSETTS 01845 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 I Suction line 222(2) ' 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). s 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 5 of 6 Tank SAS Sewer ❑ Property line 10 10 -- 0 Cellar wall 10 20 -- ❑ Inground pool 10 20 -- 0 Slab foundation 10 10 -- ❑ Deck, on footings, etc 5 10 -- Waterline 10 10 101 0 Private drinking well 75 1002 50 ❑ Irrigation well 75 100 ❑ Surface Water 25 50 El Bordering Vegetated Wetland , Salt Marsh, Inland / Coastal Banka 75 100 0 Wetlands bordering surface water supply or trib. (in Watershed) 150 150 ❑ Trib. to surface water supply 325 325 0 Public well 400 400 ❑ Interim Wellhead Prot. Area [❑ Reservoirs 400 400 Drains (wat. supply/trib.) 50 100 ❑ Drains (intercept g.w.) 25 50 17, Drains (Other) Foundation 10 (5) 20 (10) Ej Drywells 20 25 Suction line 222(2) ' 100 feet is a minimum acceptable distance and no variance is allowed for a lesser distance (NA 5.02). s 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 5 of 6 % I TOWN OF NORTH ANDOVER Or NORTH , Office of COMMUNITY DEVELOPMENT AND SERVICES ,r �� HEALTH DEPARTMENT 1600 OSGOOD STREET; BUILDING 20; SUITE 2-36 ",`'. ,r «« NORTH ANDOVER, MASSACHUSETTS 01845 'Ss;;CH„5'`' Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone Public Health Director 978.688.8476 — FAX SYSTEM ELEVATIONS INVERT ON DESIGN PLAN FIELD INVERT ELEV. Building Sewer OUT Septic Tank IN Septic Tank OUT I 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 Wastewater System Documentation — Feb 2006 Page 6 of 6 Commonwealth of Massachusetts Map -Block -Lot �•`�•° °' y°o 106.B- 0196 - Board of Health a Permit No ° BHP -2006-0729 - . North Andover ----------------------- °+ •-�»� `' ° P.I. FEE it •°•.r° �••� �JSNc�+u}t� F.I. $125.00 ----------------------- Disposal Works Construction Permit Permission is hereby granted ----- /-00,�d-------------- to (Repair-Outlett T & D -Box) an Individual Sewage Disposal System. at No 24 CROSSBOW LANE - - - ------------------------------------------------------------------------------------- I -------------------------- as shown on the application for Disposal Works Construction Permit No. BHP -2006-072 Dated November 02' 2006 _------------- -----------------------------. - --- ------------- Issued On: Nov -02-2006 ----------------------------- -- ----------------- °. "° '" iti Commonwealth of Massachusetts Map-Block-Lot0196- .• • • 0 106.B- 0196 - �j 0 `p Board of Health ------------ ---------- North Andover �••'�°�r�� Certificate of Compliance tMust� THIS IS TO CERTIFY,That the Individual Sewage Disposal System (Repair-Outlett T & D -Box) by- -- ---------- --------------------------------------------.. --- -------- Installer at No 24 CROSSBOW 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 -2006-072 Dated November_ 02,-2006 _. --------------------- ---------------- - On: Nov -02-2006 Board of Health NORTH L � F � Town of North Andover ��'•�:, o :.� �' HEALTH DEPARTMENT ,SSACMUSt1 /� / SIJ/� 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 $ ❑ Trash/Solid Waste Hauler $ ❑ Well Construction $ SEPTIC Systems ❑ Septic - Soil Testing ❑ Septic - Design Approval © tic Disposal Works Coryct uctig yC) ❑ Septic Disposal Works Installers (Dz ❑ Title 5 Inspector ❑ Title 5 Report ❑ Other. (Indicate) $ 1900 c Health Agent Initials White - Applicant Yellow - Health Pink -.Treasurer c7� TODAY'S DATE $ 250.00 — Full Repair $125.00 - Component Important: Application is hereby made for a permit to: When filling out ❑ Construct a new on-site sewage disposal system* forms on the computer, use ❑ Repair or replace an existing on-site sewage disposal system* only the tab key to move your E<eepair or replace an existing system component ©c lek+Q -�-'� cursor - do not kuse the return A. Facility IInnf'ormation A �� ey. --���--'� �B "_ _" --- — - --- --- tab Address or Lot # (eon city/ Town- 2.- *TYPE OF SEPTIC SYSTEM*: ❑ Pump ravity (choose one) ***If pump system, attach copy of electrical permit to application*** ❑ Conventional 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. Owner Inform tion A-V.v-.,£� Name Address (if different from above) City/Town ---- --- --- -- State Zip Code - Telephone Number 3. Installer Information Name A�cc,, Name of Company Address _ City/Town Stat _ Zip Code 9�? S__�'s ^ _C 21: Telephone Number (Cell Phone # if possible please) 4. Designer Information 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 t Application for Septic Disposal System ; -Construction Permit -TOWN OF ' ORTH ANDOVER, MA 01845 Y PAGE 2OF2 A. Facility Information continued.... 5. Type of Building: EKe-sidential Dwelling or ❑Commercial B. Agreement TODAY'S DATE $ 250.00 - Full Repair $125.00 - Component 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 Andover, and not to place the system in operation until a Certificate of Compliance has been issued b , is Board of Health. Name Date Application Approved By: (B rd of Health Representative) Name Date ^` Application Disapproved for the following reasons: For Office Use Only: 1. Fee Attacbed? Yes No 2. Project 'ect Mana er Obligation Form Attacbed? Yes v No g 8 — — 3. S stem? If so, Attacb copy of Electrical Permit Yes No 4. Foundation As -Built? (new construction ronly): s— No (Samescale as approved plan) S. Floor Plans? (new construction only): Yes_ No— AG7I7^. "cfn.., const"."t - pp.rn'� . PJ. -._p ? Of 7 •� SEPTIC SYSTEM•INSTALLER PROJECT MANAGEMENT OBLIGATIONS As the North Andover licensed installer for the construction for the septic system for the property at: D L4 (fxa s i� UO.A,�,e (Address of septic system) Relative to the application of (Installer's name) Dated o ay s ate For plans by And dated With revisions dated I understand the following obligations for management of this project: (Engineer) ngma 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 all inspections. 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 RegAtions may result in a $50.00 fine being levied against me and/or my company. a. Bottom of Bed —Generally, this is the first t(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. AAs -built of verbal OK (or e-mail to: healthdept@townofnorthandover.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 .ample 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 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 ofHealth 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: ara'U (Today's Date) d 'J Erg /-P S.,,,� (Name grim 7We' — igne FORM U - LOT RE FAsE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable local or state law, regulations or requirements. ****************Applicant fills out this section***************** -/APPLICANT: Phone LOCATION: Assessor's Map Number 106tg Parcel Subdivision Lots) -��.� Street stn St. Number ***********************Official Use Only************************ RECOMMENDATIONS OF TOWN AGENTS: .Conservation Administrator Comments Date Approved Date Rejected Date Approved Town Planner Date Rejected Comments ' r - � Date Approved Hiealth Agent Date Rejected i Comments Public Works - sewer/water connections - driveway permit Fire Department Received by'Building Inspector Date Q W J >Q OW 0 7- Z Z LL Q0 2 � Q 00 W W Z V Z W Z U N W 0 0 UL M.M. FORM U - LOT RELEASE FORM INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from Boards and Departments having jurisdiction have been obtained. This does not relieve the applicant and/or landowner from compliance with any applicable or requirements. ICfAN T FiLLS OUT THIS SECTION"`ii***********�'*** PHONE APPLICANT Llt2et. ) LOCATION: Assessors Map Number 06/ PARCEL SUBDIVISION LOT (S) -L STREET` G'2�; `` ST. NUMBER *****************************OFF 1 C IA L USE O N LY*************x RECOMMENDATIONS OF TOWN AGENTS: CONSErRV)C COMMENTS ION ADMINISTRATOR �-c�-�iL,�t,t, _ aid 412.. - V ��--- TO/N PLANNER COMMENTS FOOD INSPECTOR -HEALTH TIC INSPECTOR -HEALTH COMMENTS DATE APPROVED DATE REJECTED DATE APPROVED DATE REJECTED/, 16�-li DATE APPROVED DATE REJECTED DATE APPROVED DATE REJECTED PUBLIC WORKS - SEWER/WATER CONNECTIONS DRIVEWAY PERMIT b° WV f 0�0 . FIRE DEPARTMENT I RECEIVED BY BUILDING 4NSPECTOR DATE rl} ? Z Revised 9197 jm 1 Board'of Health North Anoo ger Hasa. tLI i 111 V t Lau =.r_ r J FAIL W_ Y E t BEPTIC SISTEH IN STALLATICK CHECK LIST 1. Distance Tot a. Wetlands b. Drains c. Well 2. Water Line Location LOT AVAMN 0& FAIL 3. No POC Pipe % Septic Tank NZ a. _Tees .--Length & To Clean Oat Covers. b. Cement Pipe to Tank Oa Both Sides of Tank 5. Distribution Box a. Covers & Box - No Cracks b. All Lines Flowing Equal Amounts c. No Back Flow 6. - Leach Field or Trench a. Dimensions b. Stone Depth as Capped Ends d. Clean Double Washed Stone' 7. Leach s a. si s b. no epth c. la Pads T e. t Pipe to Pit - Both Sides f. Clean DoubYe Washed Stone 8. No Garbage Disposal 9. FS nal Grading Inspection 10. Barricading Covered System 11. As Built Sabmitted. a. Lot Location b. Dimensions of System c. Location with Regard -to Pere Test d. Elevations e: Water Table e� Board of Health Nartl,. ,ndover,Mass APPROVED DATE -71l Provided! r ®� Title 'V FAIL I CK Reg 2.5 Reg 6 Reg 10.2 Reg 10.4 • 10 SUBSURFACE DISPOSAL DE.S M CHECK LIST LOP # Zi DISAPPROVED DATE Reasons: the submitted plan must Show ss a minimum'- g) inimum:g) the lot to be served -area, dimensions lot #,abutters b location and log deep observation holes -distance to ties E cation and results percolation tests -distance to ties design calculations k calculations snowing required leaching area Wlocation and dimensions of systm-including reserve area f� existing and proposed contours gJ location any vet areas within 100' of selge disposal system or / disclaimer -check wetlands mapping h) surface and subsurface drains within 100' of sewage disposal / system or disclaimer i) location any drainage easements within 100' of sevsge disposal / system or disclair—er-Planning Board files Jkno= sources of nater supply within 2001 of seiage disposal a system or disclaimer W?_ a"ti,on of any propo-sed-vrU -to serve lot -100! firom leaching facili' flotation of water lines on property -10' from leaching facility in) location of benchmark �isekays arbage disposals ano PVC to be used in construction q) profile of system -elevations of basement, plumb, pipe, septic tangy:, distribution box inlets and outlets, distribution field piping and i ®tier elevations maximam ground vater elevation in area seiage disposal system s) plan roast be prepared by a Professional Eagineer or other professional authorized by lair to prepare such plans Septic Tanks a) capacities -150 of flow, meter table, tees, depth of tees, access, pumping b) cleanout c) lo, from cellar vrall or inground s .-ng Pool d) 251 from subsurface drains Distribution Boxes a) slope greater than 0.08 b) snap ter. 9 Yr Subsurface esign Check List FAIL i OK I 2 ' Leaching Pits Leaching pits are preferred where the installation is possible a) calculations of hing area-minim500 sq ft b) spacing c) surface a 2% d) cover erial e) 21x21 A splash pad If) at elbow g) bends in pipe from d -box to pipe Leaching Fields/ a) no greater6h 20 minutes/inch b) area- 900 aq ft c) cons tion of field d) surf a drainage 2 % e) 20 from cellar gall or inground s inndng pool L eachin drench a) cam ons eaching area-ain 500 sq ft b) spacing -4 min 6 ft with reserve between c) dimensi s d) cons ction e) s e f) rface drainage 2% Downhill Slo e ,a) slope y x = to be shown) b) y/x x 150 = (to be shown) ^Z. C�c►�— ��� PWM a) !N�Kb7 b) power i TOWN OF SYSTEM PUMPING RECORD 1, DATE: SYSTEM OWNER & ADDRESS l SYSTEM LOCATION (example: left front of house) �� j 0 , � A c �-= DATE OF PUMPING: QUANTITY PUMPED CESSPOOL: NO � YES SEPTIC TANK: NO NATURE OF SERVICE: ROUTINE OBSERVATIONS: GOOD CONDITION HEAVY GREASE ROOTS EXCESSIVE SOLIDS SOLIDS CARRYOVER EMERGENCY YES FULL TO COVER BAFFLES IN PLACE LEACHFIELD RUNBACK FLOODED OTHER (EXPLAIN) SYSTEM PUMPED BY: Bateson Enterprises, Inc. COMMENTS: �') �. M 1 CONTENTS TRANSFERRED TO: GALLONS TOWN OF NORTH ANDOVER SYSTEM PUMPING RECORD DATE: lay 24 Go5s6v-) (example: left front of house) dR Kck�se DATE OF PUMPING: QUANTITY PUMPED_ GALLONS i CESSPOOL: NO /YES SEPTIC TANK: NO YES I NATURE OF SERVICE: ROUTINE EMERGENCY i OBSERVATIONS: GOOD CONDITION HEAVY GREASE ROOTS EXCESSIVE SOLIDS SOLIDS CARRYOVER SYSTEM PUMPED BY: FULL TO COVER BAFFLES IN PLACE LEACHFIELD RUNBACK FLOODED OTHER (EXPLAIN) 00V COMMENTS: J w CONTENTS TRANSFERRED TO: 1014 SOIL PROFILE & i'Fy2COI.A'1'I0N TEST DATA. ' North Andover,l :ss. NO.&Street. of Lot TJo Loc./Subdiv. '` f- Plan Owner f Investi_atcr 9 /r Observer ------------------ SOIL PR OFILES -DATE = ' l • 2 ¢ �4 . - Elev, .. • Elev. _� — Elev. Elev. 0 c P 3 2 - 2 2 Tk z S Ties 'to Test Pit J 3 3 3 M II 3 i - IN-PIV 4 4 4 G1, _ 4 _ J S G L to IQs 6 -6 6 6 7 7 7 g .. , 8 - $ 9 9 9 _ 9 10 10 10 - 10 Benchmark Location /V Pei` Elevation '• Datlurn Percolat' on Test -DateIV Pit Number �� 1 Pte- 2 3 t 4 S Start Saturation �y•.ob 3 i�. _ Soak -Mins. =- - --..: - _ _•.• .....- = -- -- - - - =-- - Start - Test -Time Di-- of 3" -Time _ 3j tiv Drop of G" -Time Mins .1st . 3"Dro •, 33 Mins . 2nd 3"Dro Ij _ -1I Percolation Rate 11 BOARD OF HEALTH DESIGN APPROVAL Lot # zlf--/ STREET CaS� g0� Proposed Construction Septic Tank Permit # Approx Building Size 30 X� Z Garage Under Attached None Min elevation of top of slab //0. 0 Min elevation of top of foundation Height of foundation wall 9' Footing in fill yes no Further Comments •lv-e-T 0;!FF- W�/� %�i� J