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HomeMy WebLinkAbout0122 STARBOARD LANE - Health Starboard Lang 0s erville�,' . A =. 166. 110 ' �; a '. ° a ° n�. •�, n a ^ ° ° ^ ^ n a G 0 DATE 3/10/06 PROPERTY ADDRESS 1 22. Starboard Lane Osterville MA 02655. On the above date, the septic system at the address above was Inspected. This system consists of the following: 1.1 1-1500 gaiioa zept.ic t.ank., 2.t 1- Dizbzigut.ion Box 2S 3.1 2-ieach.iag /.ieadz 4 '.X47'X2' Based on inspection, I certify the following conditions: M &� 4., 7h.i,6 .ins a 7.itie Five ',6eR1-.ic system. 5., Septic .system .ins .in R2oRe2 woak.ing '62dea at .the" Pzezent t.i�m.:e., � rn SIGNATURE Name: Robert A. Paolini Company: Joseph.P. Macomber & Son Inc ... Address: P. O. Box 66 Centerville, Mass 02632 Phone: 508-775-3338 or 508-775-6412 JOSEPH P. ACOMBER & SOND Tanks- esspools-Leachfields Pumped & Installed Town Sewer Connections P.O. Box 66 ' Centerville, MA.0263 775-3338 775-6412 , COMMONWEALTH.OF MASSACHUSEUS EXECUTIVE OFFICE OF ENVIRONMENTAL FAIRS D"AR1' Pff OF ENWRONMENTAL PROMCTIONV TnE 5 OFFICIAL EgSPEMON FORM—NOT FOR VMUNTARY ASSESSMEIM SUBSURFACE SWAGE VWOSAL 9YSTEM FORM CART A. CERTIFICATION PropwiyAdarew, 122 Starboard Lane Ostervi 1 MA 02655 Owm sladle: .Tamar WnnH pwwr`sA 12257 Coco Plum Lane Naplps FT. "14119 Dat3e.oflmpeefim 3/1 010 h Nan dln ;(per :.Rober.t A Paolini J.P=Macomber & Son' Inc. NhiftAddresc Box F ti b Centerville MA 02632 T&VbwNuu**r.508-775-3338 CERTIFICATION STATEMM 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 appowedsystem bopedor pint tau Seetbm 15340 of TMe 5(310 CMR 15A%—The system: XXX passes Conditionaily Passes Needs Further Evaluation by the Local Approving Auffio6ty � F, Inspector's Signature: IIalre: The system inspector shall submit a copy of this inspection report to the Approvin&Authority(Hoard of Health.or DEP)within 30 days of completing this inspection If the system is a shared system or has a design flow of 110,OOm gpd or greater,the inspector and thersystem owner shall,submit the report to the appmpCiate regional office of the Da The original should be sent to the system owner and copies sent to the buyer,if applicable,and the approving aud)Mty_ Notes and Comments rrpert c*descriRm cmffddm x0aw time of w and and tke oundl0leas of use at tlikt time,This faspecdm does not mUress how tl1 system will puftm fa the future uder the same or dM%wu# tioastd Title 5Inspection Form 6/IN2000 gage I Page 2 of 11 OFFICIAL INSPECTIONYORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM � PART A CERTIFICATION(continued) Property Address: 122 Starboard Lane Ostervil a MA 02655 Owner: James Wood Date of Inspection: 3 1 0 0 6 Inspection Summary; Check A,B,C,D or.E/ALWAYS=eomplete all of Section:D A. System Passes: YES NO I have not found any information which uldiCates'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: Se/2t-iC byztem iz .in pltopea woak.iag .oadea at the /a/tezeat time. B. System Conditionally Passes- NO One or more system components.as described in the"Conditional Pass' section need to be replaced:or v the Board f Health will ass. repaired.The system,upon completion of the replacement or repair,as approved by o p Answer yes,no or not determined(Y,N,ND)in the for the following statements.If"not determined"please explain. NO 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.0 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 inspectiowif(with approval of Board of Health)- broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: NO 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 pipe6r)are replaced obstruction is removed ND explain: 2 Page 3 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 122 Starboard Lane Osterville MA 02655 Owner:. jam Pa Wood ` Date of Inspection: -1/1 n f.n A C. Further Evaluation is Required by the Board of Health: ' No 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: No Cesspool or privy is within 50 feet of a surface water Dire 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-Supplj�r,if an determines that the system is functioning in a manner that protects the.public health,safety and environment: No 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. . No The system has a.septic tank and SAS and the SAS is within a Zone 1 of a public water supply. Nn The system has a septic tank and.SA&and the SAS is within 50 feet of a private water supply well. No 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 visual . "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: 3 Page 4 of 11 OFFICIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A . CERTIFICATION(continued) Property Address: 122 Starboard Lane Osterville` MA 02655 Owner: James Wood Date of Inspection: 3/10 0 6 D. System Failure Criteria applicable to all systems:. You must indicate"yes".or"no"to each of the following:for all inspections: Yes No _ . X Backup of sewage into facility or system component due to overloaded.or clogged SAS or-cesspool _ X Discharge or ponding of effluent to the surface of:the ground or surface waters due to an overloaded or clogged SAS or cesspool X Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool X Liquid depth in cesspool is less than 6"below invert or available.volume is less than'/4.day flow X Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped X Any portion of the SAS,cesspool or privy is below high ground water elevation. _ X Any portion of cesspool or privy is within 100 feet of a surface water supply.or tributary to a surface water supply. X Any portion of a cesspool or privy is within a Zone 1 of a:public well.. _ x Any portion of a.cesspool or privy is within.50 feet of wprivate;water supply well. X Any portion of a cesspool orprivy 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 moreof.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 101000 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 X the system is within 200 feet of a tributary to a surface drinking water supply X 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. 4 Page 5 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 122 Starboard. Lane Osterville MA 02655 Owner: James Wood Date of Inspection: 311 0/0 6 Check if the following have been done.You must indicate`Yes"or"no"as to each.of the following: Yes No __y Pumping information was provided by the owner,occupant,or Board of Health X Were any of the system components pumped out in the previous two weeks'? X Has the system received normal flows in the previous two week period? X Have large volumes of water been introduced to the system recently or as part of this inspection? X Were as built plans of the system obtained and examined?(If they were not available note as N/A) X Was the facility or dwelling inspected for signs of sewage back up_?,' ' X Was the site inspected for signs of break out X — Were all system components,excluding the SAS,located on site? X _ 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? X _ 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 nR — Existing information.For example,a plan at the Board of.Health. _ X Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(3)(b)] y i 5 Page 6 of 11 OFFI:CIAL INSPECTION FORM-NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL.SYSTEM INSPECTION FORM � PART C SYSTEM INFORMATION Property Address: 122 Starboard Lane 0st ervi 1 le MA 02655 Owner: .Tamar Wnnri_ Date of Inspection: 3/1 0/0 6 FLOW CONDITIONS RESIDENTIAL Number of bedrooms(design): 4 Number of bedrooms(actual): 4 4 4 0 DESIGN flow based on 310 CM R 15.203(for example: 110 gpd x#of bedrooms): Number of current residents: 2 Does residence have a garbage grinder(yes or no): ee 6 Is laundry on a separate sewage system(yes or no): a o [if yes separate inspection required] Laundry system inspected(yes or no):a_Q_ Seasonal use:(yes or no): h 2004.=.90, 000 gaeionz rf%l7=246., 57 Water.meter readings,if available(last 2 years usage(gpd))4 0 0 5 114, 0 0 0 ga i e o n.6 G%D7 312., 3 2 Sump Pump(yes or no): n 00 Last date of occupancy: unknown COMMERCIAL/IN))USTRIAL Type of estab ' iunent: N/A Design flow( ascd on 310 CMR 15.203): gpd �. Basis of degi'tow(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: NIA Was system pumped as part of the inspection(yes or no):lLez If yes,volume pumped:15 0 0 gallons--How was quantity pumped determined? m e a s u2 ed Reason for pumping: heavy zotid waste 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 I _Other(describe): ° Approximate a e of al c QTm��D ope ts, atet�stalled(if known)and source of information: �n�ta Z ed �/j y f!'6.suzaace Were sewage odors detected when arriving at.the site(yes or no):no 6 Page 7 of 11 OFFICIAL INSPECTION FORM—NOT FOR.VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 122 Starboard Lane Osterville MA 0.2655 Owner: James Wood Date of Inspection: 3/10 0 6 BUILDING SEWER(locate on site plan) Depth below grade: 24" Materials of construction:_cast iron X 40 PVC other(explain): Distance from private water supply well or suction line: 20 c Comments(on condition of joints,venting,evidence of leakage,etc.): �o.ints .a/2i2ea/z tight no .s.igns oZ —Pek(zgo., Vonfor/ Iih4ough hou.3e vent- SEPTIC TANK:y e Alocate on site plan)- 1500 ga i i o n z Depth below grade: t o . gaade - Material of construction:X concrete ._metal_fiberglass___polyethylene —other(explain) �. If tank is metal list age:_ Is.age confirmed by a Certificate of Compliance•(ylts or no):_(attach a copy of certificate) Dimensions:10'_6"X5 8.ff.X5 ' 8" Sludge depth:_. 6" Distance from top of sludge to bottom of outlet tee or baffle: 0" Scum thickness: t a a.c e Distance from top of scum to top of outlet tee or baffle:taa ce Distance from bottom of scum to bottom of outlet tee or baflletaa ce How were dimensions determined: m e a u s a e d Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity,liquid levels as related to outlet invert,evidence of.leakage,etc.): . PUM12 tank annua.eitlo Injet 9 out.eet tees aR-o ,in DPrlro_ Tank .iz Z-uactuaaifU .sound , GREASE TRAP: N0(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,6tc.): gaeaae taap .iz not paezent., 7 r, Page 8 of l 1. .OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 122 Starboard Lane Osterville :MA .02655 Owner: James Wood Date of Inspection: 3/1 n 1 n r TIGHT or HOLDING TANK: NO (tank must be pumped at time of inspection)(locate on site plan) Depth below grade: Material of construction: concrete metal fiberglass polyethylene other ex lain : P ) 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.): Tighi o2 ho.Pd ng iaaks aaa not azezent., DISTRIBUTION BOX:u e�s (if present must be opened)(locate.on sitetlan) ,. Depth of liquid level above outlet invert: 6 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.): Box .iz .Peve1., Ka.6 2 .Pate2Paz .goinq out., No -6.o2.i.d ca2ayovea.- No .P_Pakagp in o2 out 04 kox., PUMP CHAMBER: NO (locate on site plan) Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): P um12 eham, e2 .i..s not 12aezen..t 8 Page 9 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 122 Starboard Lane Osterville MA 02655 Owner: James Wood Date of Inspection:_3 f 0 Q 6 SOIL ABSORPTION SYSTEM(SAS): (locate on site plan,excavation not required) If SAS not located explain why: Located .see Ra•ae 10 Type leaching pits,number:_ leaching chambers,number: leaching galleries,number: _X leaching trenches,number, length:'.._4 leaching fields,number,dimensions: overflow cesspool,number: innovative/alternative system -Type/name of technology: b, Comments(note condition of soil,signs of hydraulic failure;level of ponding,d0-mp soil,condition of vegetation, etc.): ( /J CESSPOOLS: NO (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): Comments(note condition of soil,signs of hydraulic failure,level of ponding,condition of vegetation,etc.): Ce,3,612ooiz ate not RneZent PRIVY: (locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil,signs of hydralulic failure,level of ponding,condition of vegetation,etc.): 9 Page 10 of I 1 OFFICIAL INSPECTION VOW—NOT FOR VOLUNTARY ASSESSMENTS % SUBSURFACE-SEWAGE-DISPOSAL SYSTEM INSPECTION FORM 1 -� PART C SYSTEM INFORMATION(continued)` Property Address: 122 Starboard Lane Osterville MA 02655 Owner; James Wood Date of Inspection: 3%1 0/0 ti 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. . A,.A.:. \So as .e: ti 10 Page 11 of 11 OFFICIAL INSPECTION-FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: •122 Starboard T-ane ostarvilla Mn n2655 Owner: James Wood_ Date of Inspection: 3/1 0/0 6 SITE EXAM . Slope Surface water Check cellar Shallow wells Estimated depth to ground water feet Please indicate(check)all methods used to determine the high ground water elevation: nc�r ,NO Obtained from system design plains on record-If checked,date of design plan reviewed:°^{ esA� y e z Observed site(abutting property/obse rvation hole within ISO feet of SAS) Checked with local-Board of Health-explain.A 9.u.i H r-17 A d no Checked:with local excavators,installers-(attach documentation) e-,3 Accessed USGS database-explainht;E/2:down.,&aanzial$e.,.mc �.. You must describe how you established the high groundwater elevation: 11zed. : Ca e Cod Comm.izion Qatea 7a&2e Coritouzb And _1 uttic Glatea Su/:P4 Gle2� head aoteetion aaeaz mapo Se t 9995 �ate2 4e6ouacez o Reice cap a co comm.L.con op of Curpunal Leaching Pit :;eet Groundwater F/e.et Below Bottom-of Pit High Groundwater Adjustment 1.8 ft per Frimpter Method y..� 71prefore,the vertical.separation distance between the bottom of the leaching pit and the adjusted groundwater table is feet. Z. TOWN OF BT RNSTA T�F•..._a 130ARD OF 118=11 9UI)SURFACR 89NAOR DISPOSAL SYSTEM IVSPFCTION FORM '- PART D CERTIFiCAT-10N -TYPE Olt PRINT CLEARLY- ' PRO,PEIiTY INSPWTFII STREET ADDRESS 122: Starboard Lane Osterville 02655 ASSESSORS MAP, BLWK AND 'PARCEL l OWNER's NAME James_,Wco_d_„_•_ PART' D CFRTIFICAT3VN ; NAME 'OF 'INSPECTOR Ro l i&t P.a.o.Un.i ' COMPANY NAME ;ozaph .P�omazZ- Son Inc Box 66 ' -Can:Azv.iila 1 a.6.6' 026-32 ' COMPANY ADDRESS TOW-or ty. BtaLi LIP Stro �' COMPANY TELEPHONE ( 50& 1:y7.5 - 3338 FAX �' 508',I790 = f 578 CERT•h 1CATION. STATEMENT • ' I certify that I have personal-17 .ins-peoted ,,.the sewage disponA. system at this address and that- .th$ information reported 14 true,. s.coUrate•, and omplete as of the time .a.-f inspection.,- The inspection was performed and any recommendations regard.ill upgrade', .maintenance,' and repa-ir .are• eon$is'tent with my trainip,9 and exP.erience in the proper functi-on' acid maintenance of on- site sewage disposal systems. • u - 1 11,1t'l• Check one: N •' , •_, ,, Systeoi PASSID The inspection which •I have .•conducted has .,n. t found any information . which indicates that the systm fails to adequately. protect .publi•9 ' health or the envi.ropment as defined in- .310 CMR. 1'C303-s -Any fsilu•re criteria sot evaluated are as stated in the FAI•LURV CRITERIA :section of this form. System FAILED* The inspeatiott which I have boll ted 'has .•found that 'the system fails to protect the public health and the eny4ronmen•t * in acoo'rdance with Title 6 , 31Q CMR 15 . 303 , and as - specifically noted on -PART-0 FAILURE CRITERIA of this in pec'tion1form. ' Inspector Signature' ✓ Date ' ne copy of this certi,ficat•iot� mu,et •os rovided 'to :the .QWN9R•1 th�9 BUYER where appli'.oa•ble) and thti UgARD OV HZA Tit. * If the inspection FAIG'Eb., 'thb .owne'r' .ox,"opex►ator 'a-hall system, within one year of the date of the inspection, unless, al-lowed Qr, regit ;red n t.harw{se as• Provided in ;JO CMR 7.6 ,306 ,. P- � C e l0 2a o3 TOWN OF BARNSTABLE D. I LOCATION Ia o J�A, SEWAGE # o2002 -33g VII,LAGE JCL. � ASSESSOR'S MAP & LOT 9� d® INSTALLER'S NAME&PHONE NO. _ SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) AAA X i�7 X a2 NO.OF BEDROOMS 5 BUILDER OR OWNER 4& A Z � PERMITDATE: 71a 3 ZQ 3 COMPLIANCE DATE: r/ 3 P—D 3 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by A - 3�aa' A 5 -/5- ' l 5? ' 13_ �4 �� _ A - 7. 56 0 = goo TOWN OF BARNSTABLE LOCATION S A-4 gl SEWAGE # VILLAGE f GO���t pL ASSESSOR'S & LOT/GG—//0 NAME&PHONE NO. �0 _ " SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO. OF BEDROOMS B,UffiH£*QR OWNER --RQ T u o PERMITDATE: COMPLIANCE DATE:—Wjoh Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by d No Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: - Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ZippYicatton for Miopaaf 6potem (Congtructton Permit pp cation for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) IN Complete System ❑Individual Components f�c tion Address or Lot No. Owner's Name,Address and Tel.No.508-428-9321 Starboard Lane, Osterville James Wood Assessor'sMap/Parcel lap 166/Parcel 110 308 Eel River Rd. , Osterville, MA 02655 Installer's Name,Address,and Tel.No. esi is a Addre s and TeL No. �. V, on Associates, Inc. �SStt„�a.4Ck- P.O. Box .486, Barnstable, MA 02630 508-3 -0 2 Type of Building: Dwelling No.of Bedrooms 5 Lot Size 59,900 sq.ft. Garbage Grinder( ) Other Type of Building residential No.of Persons Showers(X ) Cafeteria( ) Other Fixtures Design Flow 550 gallons per day. Calculated daily flow 550 gallons. Plan Date July ' 2002 Number of sheets 1 Revision Date -- Title Subsurface Disposal-Design Size of Septic Tank 1,500gallon Type of S.A.S. Septic tank and Leaching trenches See test pit locations and soil logs on Subsurface Sewage Disposal Description of Soil Drawing, dated July 31, 2002. (Drawing No. 1) Nature of Repairs or Alterations(Answer when applicable) Date last inspected: 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 and not to place the system in operation until a Certifi- cate of Compliance has been issued by ks d of Hea f Signed", �- Date Application Approved by Date � Application Disapproved for the following reasor6/ v Permit No. K Date Issued .../ f �.� Fee (� r •; } THE COMMONWEALTH OF MASSACHUSETTS r Entered in computer: - a � Yes ' `PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS All tication for�x N ie;pogal *pgtem �tCongtruction Permit pplication for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) IX Complete System ❑Individual Components iion Address or Lot No. Owner's Name,Address and Tel.No.508-328-9321 T Starboard Lane, Osterville r James Wood `& Assessor'sMap/Parcel Map ' 110 308 Eel River Rd., Osterville, MA 02655 16Q Parcel installer's Name,Address,and Tel.No. Designer's ame Address and Tel No. A. ��t. 11 on �1SSOciates, Inc. Swtrartu2 P.O. Box 486, Barnstable, MA 02630 508-375-032 Type of Building: j Dwelling No.of Bedrooms 5 a Lot Size 59,900 sq.ft. Garbage Grinder( ) Other Type of Building residential No.of Persons Showers(X) Cafeteria( ) y - Other Fixtures Design Flow_ _ 550 gallons per day. Calculated daily flow 550 gallons. jurPlan Date- . y lace lllspOsal Nun)ber of sheets 1 Revision Dateffuar -' Title .y Size of Septic Tank ,500 gallon Type of S.A.S. Septic tank and Leaching trenches See test pit locations and soil logs on Subsurface Sewage Disposal J Description of Soil r .< Drawing, datedtJuly 31, 2002. (Drawing No, 1) Nature of Repairs or Alterations(Answer when applicable) Date last inspected: - j Agreement: i r' t 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 and not to place the system in operation until a Certifi- cate-of Compliance has been issued'be t 's,Bo of Heald aye- - p Signe 1 A- /,--s Date rZ Application Approved by l Date Application Disapproved for the following reaso Permit No. Date Issued ----- ,_----------------------- --------- THE COMMONWEALTH OF MASSACHUSETTS _ r BARNSTABLE, MASSACHUSETTS ` Certificate-of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed(-1 )Repaired( )Upgraded( ) Abandoned( )by at has he ncteft in ccordance p with the provisions o "tle 5 andrthMfor Disposal System Construction Permit No. d a 2. G Installer �Designer The issuance of thisipermit shall not be construed as a guarantee that the syste iffy t'o adiesi Date LO Inspector sf f> No. V� �. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS •� lig;P09W pgtem Congtruction Permit i Permission is hereby granted to C nstruct( ).Repair( )Upgrade( )Abandon( ) ., System-located at I Z�- �o�d Ld4 oS�r v t 1 t l 9. and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction ust be completed within three years of the date of this permit. Date: 'Z 3 C)3 Approved by TOWN OF BARNSTABLE LOCATION ��-�-- v��° �rn—�— SEWAGE # VILL4GE ASSESSOR''SW & LOT/GG—//0. NAME&PHONE NO. D r SEPTIC TANK CAPACITY /,5 UU i, LEACHING FACILITY: (type) (size) i . NO.OF BEDROOMS B OWNER ' u PERMITDATE: COMPLIANCE DATE: 11,10104 Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet I Furnished by / I q -a - a► 13 _ A 5 13 96 i i I —O„ ,16'_On_ j I I 1 I v • I � 1 � a ] DECK SCREENED PO9GH KITCHEN an,IN �w I w --- ---- a FbYER -\ OPEN 71''--�—BELOW ,I pq) P icl DI AM.I II i_1_ :` _9.N.. MASTER SUITE U) ml • Cl ©�4J) ! eEN� j � � � I mI r I I SHOWER HOWE l MASTER c cae. MASTHE R A BAT HIS LU m f I ii I I i I ; I 1 � I i LU Q N- O Z a Q O mi GARAGE O Q p i I * I' FIRST FLOOR PLAN SCALE: 1/4„ - -0' SHEET I c I I �. JOB: 0244 i DRAWN �----`�_-_.-------_-_- q..f: KW DATE: rR' f3EDROOM #3 _ (� ROOF DECK — . BA CON z 0 0L TH 1114. Fq OPEN TO --� BEDROOM #2 BATN�2 A N #3 LAUNDRY 'l "BELOW II BEDROOM s1l4C:j q n I' I i DN IIII !, 1 I III I'j I 'j I I�� WLll III!V I I'' if l II I'II III I Ili !IIII illy II _ WIG i'li III II L,I I 1 TITH I I ! FUTURE BAT — II IIII ill III lil I ! I III' I, I - IlUllil';IIIIII III'IIII I I I IIII i 11� (IIIII 11 III!IIIIIII II II IIII 'I III III Iil'I I I'li II II III III III I(l!II.'j I ifl I:' I I III H ,'I I if I I ICI' IIIIIIIII (IIIIII'! IIIIIIIII IIIII jlllllill I' IIII Ili II � II I'll IIII , I III I II (IIIII IIIII 1 1, III I-II I I III III IIIIIIIII I Iu I I III IIII III III! - I tl II II II 1 I 11 I'I; !!III I. i III III I,I L I !11 r , I I rla I II ILIA!IIII II I IIIIII I! w Z I �✓ I Ij IIIIII IIIII i; z Q i,I;III I;iI III;II IIIIII W Ld III';I)I!ji �II IjII III: � Q Q III IIIII!rl !I ('IIIIII ill I II I I•I.I. N [Y II ' IIII W, ;IIIIIIII' IIIII;II I v m0 z I jllll,l III IIII II',IjiII � a W jllll!!II II ;I IIIII'' Q J I, III II IjIllill!!I 0 Q Q_ IIIIIIIII FUTURE ROOM I IIIIIIIIIiIiI {— 'I��jil�' III I I I II,IIII�II � IIIII Ili!( III'II IIII I ' IIII i� i I !i hill ` IIII h I IIII L''I `II IIII IIIIII I,Ii IIIII i'IIII;I j Il IIIIi'IIII!I) ) I'jllj!f SECOND FLOOR PLAN Ili SCALE: I/4" I'-0"I SHEET IIIIIII' - IIII'II''II it IIII i ,I{ ;II;nIIu I ; Ij;' Imun IIII II ail. II! •, , I.IIJ !.,IIII II'I:I L;Iili!, I ( IIII I III I' .I'1 ill"(ill IIII I;I II(il II,I II ' IIIIIIII'IIIIII�!Itldlj:,(IIIIII I('III,_ I'I I I IjfIIII,,,i IIII'':( IIIII I IIIIII I IIIII IIIII II'lll'11"IIIIII III tlll III!i;II II ijI'II I!II iI'I I '!I'I III' II I�i IIIIIIIII, ill I!.II III III (IIIIII-IIII II kW IIIIII !II IIIIII I!IiII III 1 Illl'I j II I IIIIIIII III III (!!III IIIII III III III IIIIII ' III(IIIIII IIII IIIIIIIII III Itll! 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"I!III IILII II L:d!III;'I'Itll!I II,_!!'rILi ;IIIIII'( IIIIII III- IILI'I jlh IIIIII�'ri 'f: DATE. ?/22/O2 0 1 ss \ c$cl�le M• '3e`' �� L� T \ t to Y- r , 4 :,wrs:aeMtlw- '.#yatAuldiWA ,tl.<=,Tr:..'sbt-, -" : rrrm,.+e....,...,,<__ .:. -,.sa....r ,..._. -- -_--'"".•.u+s®aailraJ.s+4T'>aa:7ers'hs?�:6seet3rRv,ywm°,.r. .. o-u7rcem'ErYerrb r...;.' .,,a:+;,....::aLu6.0aucsrcaN.-sR'.esttr-.l:a:t , i1cx -. %r.neis4a•.: r: x[eaGest6msssa+srwweumr.,.,.a.-:_. : .,+.;.a.ncw.man+A+ss'ir-- kYie.-r.;ts+dsaetnLv, i:•ncrspe6a;.Ls�lsceac7J+rwa.,-r+trr► '.a ,s •s..sa;.:.- 'y(o-nonir-,a,BslFleb9k'�i; 1.; '-aap+.,�9Mt*:7 �fBi::. ilsr.ET & C..1Tt-£1 CGrs.RS To Elf � i ---�'--.`� t/2 i I�OTEC; - r EIRC K.H4T TO 5" OF F8s7� CtRA', . -: Ih� ` -r' € i� -rFl t CONCRETE 50GO & �9 , � &5S ( "6iEr`Ylkl NOTED, a_!. .;sI�S's?iJCTiCif� �. - }t'-o:. _- � � _�► ��` -- A ST91D;GTH 0 28 DAYS `vim 1/Sf02 i#IRRQR HOi.1SE r"�3e:TF'f4iNT .JiLMETHODS AND MATERiALS 5SAL4L t.,w+iFiDtt4,/ TO �._ _ E �_� v� � >_ -. e• � � ; � 1 T � EME . .Tl'rLE V OF THE STATE ENMRONMEN I,"A'L ``e•DIE AN O 4 Tn v`. •• _ y. I y - " � � 2. S E1 L R�4'St CRC 60�v"' - � , p� AS}}J \ 5 GRADE TOWN OF BARNSTABLE RULES AND RE.GUL_A# 0N$. A !ti x. i A f .,` { r� . �'7,' � �� _ - 24 L#IA t.AN .�'�E .,O.iR 1 '_ a' _ _ � �' - ---- - - - _ ,- FINISHED GRADE e� 5c:�Cda� �t + �'• ;n 'r_JW tlM OF TEE;iY €- 1I r _ ! -� 3, COVEir ? ` �._L t' A V ^riT -t i�ZTyli�Li Gi\�� \� �{1,�1 ) RC?U7 TT t15Ef7 AT Rd.L POINT S WFIE'RE PIPES - ! `.t I i I It &� r�; _ i l` sl -*- — FELL AND LOAt,� ' _ i A3Et FM TErZ INTER OR LEAVE &L CONC,RETE' STRUCTURES IN � ! (1UTi.;i iEF W,XTEKf3i0N ' �a�tt^^ p�� ��t}�C WATERTIGHT Ts,�wt.� C 11 ( ((// _^.ii :-!}- i 4.. PERFORATED PVC ,•S=0.005 CAP END- OR Tti? f�fi0tr7L3E A sT#RTER l il7(1 i SEAL_ - 1s\ 4 s7 (1E INLET 4:_y m---T- 1 1n iG yy �g �/ —__ - ALL riHIPLrW JCXNTS IN SEPTIC 101K SHALL BE. # i s s' MIN S,t` To :-t/2'STONf. � \ :aEALED "TH NEOMNE GASKETS i'IR ASPHALT -r-- +r-- � � � i _ ,� t ? �i_ € 5" DIA KNOCKWT., 5' DIA. KNOC;KOU � I -LFF'ECTiVE , ; i �LOc1J LMFNr TO Ia'RC9VI# /+ WATEtTIGI.' SEAL_ !.. __-_ _. lT'r�; (TYP) ^. .. ::,•n ., � .� ,: . p � DEPTH `� •� e'`. ��y 'PRECAST CONCRETE _PTI TANK � E, - ,c'1 c>tyLEVEL vTAS�BASE, e • _`• � _ ii - LEVEL BOTTOM \\\ f 4,�,w RECAST CONCRETE SEPTIC TAW- t1eSMBUT1ON PEINFORCED WITH STEEL. OX AND LEACHI:NO FACIIJTY TO RiSTAND H-IU - �'^ r ~--------r _ n , I CROSS SECTION VIEW � I � GADINC UNLESS UNDER PAS?a1F:.14 r i R1Vir^ 0 ��ANI V€EYr 47 0 - { G� "1RAVELLED WAYS \N441'�RE:'N M� 20 l�ADINIC `C�-iAL� 3) Ni '? ;NCB ��Uf;_ET TEES TO BE -AST iP<01`d �' /} , I' �I- PR FI �\\, APPLY, NOTES CAR ,uHELi LE 40 PVC. -f�`I .} � \"� t -3' �, P�rh � \�"\ � � rf t) SEPlT TANK TO OrHSTA141), H-10 Lt ADIN , TFL5 ,C E?E t.;EN7ERtE# tuiJER EA.APat,:_c_ ..:.svzkS € \ wg• c CAM AND O 'd ( iir- \ r- pn </ UtaL v1tiuER F,AYEM#"JT, Df?iVES. CsR �PAVCLED f1' 7 i/2• 2% MIN. FiNI._,H GRADE—- SEED '5 >> J. 4' NMC I�11°>~S IN THE sYaT�!,I ?A!L Ia'E WAYS, WHERE [if li'--20 LOADING SHALL, APPLY. # _ j _ _ :3 ALL "(Nr++#t..,^,TI';tlti i AtdC' CcwICR>rTE .. 'Ai- N�. OF GAI_L�<+�3 - - '''Jv_.._ �.,�_.._._... -.�• , WI -T � .� ,Co€t'm^r r ';IFaAS EO CFRUF,t�t0 STONE SHAD. FPEL:' OF --LL ;Ru TiON 1t) BE.- WATEPTiGH". �ra �+ t2 ` 'tr on -- \\e RI`; f3tJST ANi(`J FINES. _. 4^ ,� AT ALL POINTS Or !N F FISE:``T7,01N :OF WAI r 9 L 1NtF_S ..�� �- � � � MTRIBU 'iON BOX DETAL.> 2" MIN. of - AN#0 SE WR .r 80 rt Pl I 1 SHALL B. �N- DB 5 W! BAFFLE '�� : WASHED STONE STRUCTED OF CLASS 150 PR"ftORE PIPE A 4D ARE T € OT TO �L�'1LF. ` _ - 13E P RfSSLIRE TrSTO jr, a�` >F7G woiTEz,7,-,,,. ITNESxa_ ..,.. _ ... d. .ar . ,.. ..v.. ...,.. . NOT TO SC-ALE INLET & C?i.'`.-r T CO,,IERS 10 EiE BR',;:GF,T TO I / _ Z3/4" TO t 1/'2. _,006L E I tNIH{+� F" r�1 t ENl1H CaRAI:f -�- rlNiSt' Ki i` �'7 \its4i_P,1 !i!d! >HLL '.Jt?I,i?F OVER I_EPCn;tilC• AR 4'._0" 12`_0^ f ?, NEP'nC TANK, OII'SMIk§f,1T,", `:ICYX. �HAU B$ � ;'ra �\ � TYP CLEAR-- WASHED STONE 0 N C1 H N FI MAP /� M.ANUFACTLIRED DY R,t}YC4'�DO OR AN t_L\LIt�IrE�BT � 4' PVC SCK 40'�_> (?"YP.) � � �1/>iP1� MANUF AC'WRER. (TYP.) :, -. ! t FIRST IWO FEET TO i :4 7 :ri} ti BE LAID LI'VEL St ��� _ ��+ i:>tGAVATL� ALL. I}NSL3i;AE3Lk' MATERIAL IN LEACHING R S TI Oil °A F W 34_89 - - t Tr` SCALE AREA � BA(WtU. 611H I41A*lkik, AS DESCRIBED iK � s5{1t GAI. �' � _-_:__:� r 33.65 l \-33 M 16 �x r 4 . " Assessors Map O Parcel , ON FLAN. -� Al SEPT)(' TANK 34-6 `\ .3i.2 �:+� „ - i 1 325__- NOT TO SCALE. i t.EAC!+i!vG TRENCHES P 10.HEAVY ECG PUENT %4ALL NOT BE' ALLOWED TO FciUNUATICNv OPERATE OVER W. UNITS OF T iE SEWiAGIF DIS- J � ('� s �j /� A� POSAL- SYSTEMS DUMNG 'HE C<�3ii1RSE OF C O N- J 0 BE INSTALLED GN A --J .LJ��� °.13. ° � lJ E S I 6 r! 1`11 V AL Y� T ,T , T PERC :L wiok 'A STR C71ON OF W SYSTEMS. .FVEL & STABLE BASE NOT T SCALE E F� #- I1.i O FIELD MWFICKnONS TO '1Tk SFWA0 E DISPOSAL � • i `� L 1 � DES.t1+ ! i_�1r!. s�cl GPD SYSTEM SH�. BE MAD T�,•r r?OUT t'�'r1a!OR A;SITfEN �r'Pot�t#I INVERT BASED L'�N 5 BEDROOM - NO GARBAGE GR!NO�I'.--_-__ APPROVAL OF 11.4C kNt.`MEFR AND TWE LOCAL ELE VA ' 1 V N S - ___._-----_ _ BOARD OF HEALTH. _ _ __- ---__-_..__-- ___� _.___—__._ _ _ 4" I;VV-=RT AT 9tJILL,N" F BAXPETT SULLIVAN .. . t� ,;6w. .,, ,r j P r J` GRD. EL. __ 2y 0 TEST BY GIRD. EL. 3 .G TEST 5Y: - BAXTER & NYE, INC SEPTIC TANk: !?EUiREI`4ENT , �.,TtOS SYSTEM *SHALL- BE IN1�1 E..I�L, AS REQ10RED BY ( 'WITHIN AREA SHO'04, AL__ UNS`0,ASKE `r,,� .s_R AL. t A & , TEST PIT TEST PIT ITT, V: ZON N A , _ NN A JERRY DUNNING - t,500 GALLON '�` � HOR!r_(, 55 T-0 BF I?E�JIOVED h�J ?E:'L.At;L�>.? d,4?I-f SOIL � ,�_ z �,� GW FL. —.1_L_ WITNESSED BY: GW. £L. ___L_ WITNESSED BY:-'._:_ .- �*9•''oj�'Ct Title � CONSISTING Of' CLEAN GRANt-L_AR SAND, FR fROM ORGAMC i 4 INVERT AT ?.500 GAL, TANK (IN) �4 �� L N/A / DATE: _8 17 /87 MOTTLING E -_ CERTIFIED BY: _ __ DATE: f>/17 87 MOTTLING EL. -r �^--- CERTIFIED 8Y — 1;_A CERTIFICATE OF COMP''L IAI�ECE' A-5 R'L_X'IIfiRED BY ! MATTEI, AND DE:LE TFRIOUS SUBSTANCES. k4It 1_ORES ANC LAYERS --_----- OF DIET R=NT Ct_AS'SES OF L SH.'�.LL. NOT BE OSED. THE FiU_ I , 34.6 FFLLEV SURFACE SOIL SOiL SOIL SOIL ELEV. SURFACE SOIL SOIL- SOIL SOIL TITLE V Ai!�ID AN4 AS SL:it_" r LAsN � +..� � 4 INVERT AT 15€70 GAL. TANK (OUT) ! OF THE SY"TFM MUS EiE fix'T:a'NIEi? 6) THE � SHALL NOT CONTAIN'' AN`: ;m^.TND IAL LAAGFR P,AN 2 INCHES, A i DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER C�TFRAC T OR UPON Ct it1P'+-v:T4 t 0 7 THE ABOVE WORK � SIEVE AiNAL`r'SiS,, USING A #A SIE'J£, '-1�AL BF PERFOF'•sEEi 4" #fd�#�, AT DIST. �30X (IN) 34,14 � � � - - a LOAM 3t r ' 24 ON! L`F'RESE, T riVF; 3 +'«E OF ?Fik FIiL.. LJP TO 45 BY ?aJE1sHT 29.0 1.5 l_EA�MING FACILITY REQI.iIREMEN iS: �I.r1iI5 SYSTEM IS NOT I i;. dz,� ry A G,il?gAC i OF THE RILL •,AiJPI_C MAY SE RETAINED ON THE " SiI:Vw• �-_. _ --_ _� ______.� I _4 � SUBSOIL DISPOSAL UNIT. j SIEVE ANAL'r.,F_S .�:LS`, `HA.LL BE PE-kRFC? MED ON THi FRACTION OF E � I!V'�R"` AT \IST. BOX BOUT) 33`�9 � � � � .._.___ _ _. Starborwd I ,� THE FILL SA?e8r'`11 PA'S,n&NO "HE �4 S'E`+E. SUCH ANA0SES MUST I i �i , 2' GRAVEL I 7•F4 S.F. +5,ALL. UNDERGROUND Lt<ILJTtE > �I ti':ti� 1rF RE t`C)M - I - ! i #` T`� : FACILITY: - PILED ACCORD►NG TO A:�AIL.�,iii_E: RECORD PLANS I DEMONSTRATE T1.1Fa3 TI-�f MAIER414L MEETS EACs4 C> ,I\ �P, ,.. AT L.E AC;I";r'vG F T � Y CLEAN � D ISCONT N JOL " 33 0 _j THE FOLLOWING' SPECIFICArICA 4 " ` I ,• aNtz ARE APi�i?XI�4ATi t�l`II.Y. S� eHAPrl�z 3-a, I � � IN�R AT �E#�. I I Lane € MED. SAI.i � D i ,5 I 4' f ACTS OF 1W. MA$SAL'HUSEM GENERAL LAWS. £F?`ECTIvI' �, TI1AT MUST LE-ACHING FACILITY 33.55 i MED, SAND 29.0 I SOME FIN';, ! + GRAVEL V& ASSUME NO REI�OKSIBILITY FvR DAMAGES � SIEVE SIZE PART: •Li S!2E PA"a5 51EVE � �--_ _ __.--- ---. _--- ---_ _ � INCURRED AS A RE91Jt'I OF UTILITIES OMMiTTED OR 10, \ I` _ INACCURAIELY SHOAlk IHE: APPROPRIATE PUBLIC 4 0.r,, MM tGO� 1 ;NVFRi AT =N� ' s LEACHING FACILITY PROVIDED 50 {.30 MIw lox 100� r^ , � 3.3.4 ___ i _____>r.__. _ L__,.__ _. _i_._ __ - ! ! -- ! 94 LF OF 2 X 4 TRENCHES (2 Q 4-7' 00NIEERING DEPARTMENT SHALL SE CONTACTED AS 100 0.1�5 !'AM 0% •- 20% � i E-A„,N,Nv - AC€�€TY ---� - BOTTOM BOTTOM r i _ WELL AS DIG SAFE, (OWN. Nittl4t0ER t-800_322-4844) ; � 2G'0 0.075 Mm 0� - 51K 1 ELEVATION AT ROT10M WATER OBStRbED ® TOP PERG HOLF. PERC RATE: WATEP. OBSERVED 0 TOP PERC HQ#E PERC RATE: e i .F- r FA-H`1II C I T-r _,1.t _ _ ---- MIN./INCH ----- __ - MiN./INCH Ville5 0,r P J. i_= Gam, /i�,I..� . ....r_-_._— C-OSE:RVE:D GI:�JI_'ND WATT R ELEVATION (MOTTLES) N/A Notes: Bar n p e i tP+f.rP+.L "''J 1?ei w i"'f a if'aa Y'.',• r t„w c"-• twLANSetback n s "! AT LA.�`* CW R i :�,ws PLAN 19680F" "rt7t!t +t:i' � � �� AND DC. Nf)T REFi ESE- T N ACTi3AL 'SURVEY _ - � ON T�rrl: GR\.�!s'1, SORB 1�" \ r € I � /� \\ \t t � 11 4 Pear . WETLAND D O LAN A'I AND LOCATION BY \ I i I / 1 J � \ \ \ \ � \ \ 4 ` 1 �- A,M. WIL�i AS MI,�'I`I. , LOCATED ON THE ; \. \ i I I I i i / / ,' • \ \ \� \ \ GROUND ON 9�I�� � t ► ! ! I i I I I I j / \` / � � \ \ \ \ \ tt \ � \\\ \ It ®er,,,, -, j I } 1 I 1 , � i \ \ \ \ \ \\ _ / i i ; I 1 t 1 I I I /! \` t �/ /' i' __ _ _ \ \ `\ \i 'F �: 4.�.• ,� � r I i LOW i N175 8 d ._ 1 � ' 1\ \ J \\ \\ \1 �\ \\ \\ \\ \ \ \\ \\ \\\\\ \\\ I 175..34' i. r 2 1 ` 11 t` \\ \ \ \\ \\ \ \ / ! � � \ i F \ \ 1 1 1 \\\ `\ 1 +� Jame \ S Wood TES? P.7 / t � I I j ,I \ j � 11 1 y \ 1 \, \ \\ \\ -• �� /_.- •' / / ~-`--- € �O / f ! 1 �' I � i I i 1 I \ '� - \ � � 4� �M ._.. ...,.. Street 3 32t: poi^ Barnstable, MA 02630 ,� �,, 1 `' �- 51 � •, I 1 I 1 l \ \ \ \ \ \ b \ �_.. / \ / / � I / / ! ( I ! i i t `, s / """`"� '``' • i 1 t. i t 1 \ \ / �r� ' f / / 1 f i I i i 1 �\ d / '•' si„�, I �r } i ` ' r `�{.,n AP>socia1t5 c 1'\ \ , 1 1 , \ \� - . S /' / �' ;/ t., ,� I / / ni/ / / I t� 11 \ \ / � .. ,tea.• A. �il�. 4 � `.• gyp► O\ rr Gt,.. 1 \ Or• E� n .J t/ - _ °.i. y I .�Y tj G 1 \ r •,,•,.+ ""'_. k , , F' \ C 1 �:. ' p < �r �, j . \7/ IZ r / / N J / ( s a t' -' �RJ �F IJ t e 5 iEi\pb DF I ,.,�.{{ .� I / / / J /5 8}32 . _+ _.!. .` + i1-I lq:+ N`- \ tI 4EL-Lt, '��. �V`�Z3,0_ � �4r* 'Fa -� ;'' /1�' °`� // // //l // It \ �4.5 N �// �,� ' b ,' ,e)/ / ` 1.��.�`T \. 41 .�..._.. ..._.-. d�rt�vvI�t Tit ie "'��y AN TPA 1 5 n / e # 8 i f D COURT PLAN 0I 1 69 900± S.F_ ' ; r,4_C't\` _."'°ram...:•,,,,_.._ ` , \ \ . ` "-{1�C:. \ / h �Ir. �• I i% �: Uv . P1.. �"�" 'o.. o�,' { � \ \ \ \ \\ \ \.\ \ \� +j p \ t� 1.38 ACRES I ii � i i' / . 4 r� \) \ \ `\ T T r ETAN �\ 9 iSp \ 1 \ t 1 �� W 42,060'k S.F.\ UPLAND +. \ T \ \\ �\ \\ �\ \ \ / �\ �� \ \ 1 7,840�iS,F. \�tPLANIp u t� %T .fgr ►�5- .\ \ \ \ \� \\ \ . 0 �. \ . A.SE.�SOR M�P 166 LOT 110' 1 < y \ l SLR 0 \ \ \ \ �� `� \ N \'4 \ \\ \ � \`� ,\.\ +`, \\ t\ � � �. s S. ' �� � :C `iw r+• e - fca 'l R \ \ �\ \\ \ `a TEST PIT #2 i 9 \ � \ \ `PaOL F1bUSE ��� `,\ \\ \\ \ \\ \\ \\ \\\ \\ \\ \\ 11 11 �\ ` - ` f , . �•.. / / l"! '" I ,' \\ i it \ `\ -_ - \ �� \,� \� \ .\\ \�� \\ \ .�_' \\ \ �� \ \ 1 \I ` i 1 t 1; \ %• n- d. 1 is PPOPOSED R-,571. E ! i >' 4'vd c 47`f I` .� '`\ \ \ 1 1 I i \ \ \\ 1 1 ►ti t 1} \ 1`� 1 I ' *A Nt I 1 \ \ \� r: I -29.0 ^j LE"Hft' ±RENCHCS `r' \ _ - _ \ \ t \ 1 \ ► ! \ 1 / P 18[ T 1" f \ \ t 1 ! 1 II 1 11 i i i Iti t ti \ \ \ T 1 151.7, I \ 97_58" - •r 1 N \ \ SB 17�`4&,"W ► 1 1 l t j / i 1 f 1 I `\ \ 1 � �!,. .$ , i 1 it \\ ' ..._....... .-- --• « -.___ ►�td' I�I\k i�' t :ir t 1 L / [�iftllY'rl?Or/3 v \ J 31, 2002 Drawing No. Q�1� Design W.`. r rt,,eck 4,IIA,W. t Drawn a �± ` / ,F"'} "' fl;. `', •r " _ - YF Tim j.V,B> c ( llt Lb Rr E, 'ob. No. .J.04-74.0- Lust Rev, 10,/9 `02 of 1 = woo,c (3csa fiw� �eutiw�:�,,: a:arayrneaaea,cvor.rrz �as+raaure.a�n„ar"9N6�d3E%:�•iFfYc4l.tl!#w.A'adn - _ :3�Wpq@gkIw _ > 9y • . IWEi do OUTLET COVERS To 6E I 2'-2 1/Y I NOTES: Revisions BROUGHT TO 8" OF FINISH GRADE, 6 ! r ' - y A - I. CONCRETE - SOOGJ PSI A�lr. . T. UNLESS i) HE:F?v ti� h1� U ,A1 TO -�- I -p - t-t�-.�� A STRENGTH is GAYS 7' 10/9/02 MIRROR HOUSE Fr)07 RINT Y - `F L CONSTRUCTIONn'-°•- _ _ METHODS AND MATF'RiAL "HALL. CONFORM 0 �� - ! 9" MIN. a - to o' M+EA -Lim 2. STEEL REINFORCEMENT TITLE V OF THE ST A 1T. LN t<'IF?ONMENTAL L,CJt)E AND .. ::.:;.:;:.•:: --•- 1---- ... -�• -. �-•---- �--- .' � � ASTM :: TOWN OF BARNS`ABLE RUMS AN REGULATIONS. I _ A-61 , GRADE 60 - ,C`--___ a t '� 5 FINISHED GRADE \\ � �a" Di A n,.a„-,_,,� .���� � � --' , o°, �f � ! -- �' : Scudder ._ t �' FLOW-TOP r 3. .OVER TO S ,. ) 2. GROUT 'J BE i5EC1 s.' As.L F IN?ei '1�FiEkE h'!F'ES '``� �` € iI STEEL 1" Mi+ \\ y '1 ! ZA8EL FILTER - - 20' [ I - , ENTI_R OR I.EAVE ALL _0NCR'N ;T??ti*:T'JRES IN - 1 ( - , i u1 i 3" {\too) 41 :� B iLL AND LOAM--� ` % ,• ORDER TO PROVIDE A `vt�1T R G SEAL. - / \ - ' � - * 4 o A OCITLET TEE W/ExTE Sltkr - t S.. . .•;,,••. '•T.... ,�,-. � /' E T! H T L 4' DEPTH v� � �W AP ENDS INLET :, �per TEE AN _^ 4" PERFORATED PVC •S 0.005 � � 1 ALL '�HiE=I.PF' JOIN 1'S If\+ SEt�TSC I'ANi< SHALL F3E: � `:'• •• � i':'; S MIN. 3/4" TO i-1/2"STONE SEALFD WITH NEOPRENE GASKETS OR ASPHALT r . 8 DIA. KNOCKouT 5 DIA. KNOCKOUT EFFECTIVE i LOCUS CEMENT TO PROVIDE: R. 1FiA':T7.t�iTlt!-I'i Si::AL. �...Y..._._.....__�....i _-•-- I :: •:, :•:::;'�;...::: .:::::: •.:PRECAST CONCRETE SEPTIC TANK `TOM ON `EVEL STABI� BAS PL (�) (T'�') DEPTH 4 PRECAST CONCRETE SEPTIC TANK. T $ " -:--> ° �,= F' LEVEL BOTTOM f0 4 DISTRIBU TIC?N REINFORCED WITH S EEL - �;,�Q�'-y�c- -�- �-��` 3 �� � i-2' �� `'�,pS • �Q � _ f Y 90X AND LEACHING F AI.;!LIT'Y TO �YITHSTAND H-11� 47'-0" - �a ,� ne � 7•'� s: LOAnING UNLESS UNDE? PAVEMENT, DR'VFS OR PLAN MEW I CROSS SECTION VIEW TRAVELLED WAYS WHEREIN H• 20 L0AiJfNC- :44AL! NOTES 3) II,LET AND OUTLET TEES TO BE CAST IRON � + � � T' �I- APPLY, _ <� OR SCHEDULE ao PVC ; /`+� {+� V-3" !? ' F'RQFILE North \`�j.� �• k 1) SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVERS. v \ Pond ••� � 5. ALL 4 PVC PifiE? IN THIS SYSTEM;: SHALL BE UNLESS UNDER FAVEMENT, DIVES, OR TRA'VEI � 6 8" q LOAM AND ( r 7 1/2 ` 2�o MIN. FINISH GRADE��`` r' $(:HEt,I!)LE dt;1. WAYS, WHERE JY H-20 LOADING SHALL APPLY. *� � --- ._„� .! . SEED � � �• - 2 ALL PIPE CONNECTIONS AND CONC'REIT CON- 1500 47- L -- ---- Coleman • 6 DIRT, CRUSHED O STONE al!A3L FREE OF ALL No. OF GALLONS: T � i-" 12" Pond !?l�tT, DUST AND I`149E�a S.RUCTION TO 8E. WATERTIGHT. ��g� �•. �y,� F- T, S e'�tg. N A.-A a:Ii�OT" 6` ;•'r�%,=n MIN.AT ALt d�UtNTS iI+ITER'ff.,-.T�c I OF WIA7ZIR LINES � . ��..: "i` # ��� ��� BG�4 �l 2" MIN. OF � / / �Q� •'� t6tof At\CT 1> R LNI~;, RO7i� PIPES S +tu BE CON- u. � _ ..... �, 2'-0" /8" TO 1f2" 1l-5 Wf BAFFLE ASHED STONE /' � GdSti1 ;t;T€;D OF Ct-ASa I$0 PRI`SUF+E I=if`E: AND ARE T NOT TO SCALE Bt:" i>RE:SSURF TESTED TO AStiURE WATERTIGHTNESS. - NOT TO SCALEINLET & w-rHIN COVERS IS BE BROUGHT i MINIMUM i-Tw :.HE.L! GRADE OVER LEACHING AREA- 4'-0" 12'-0. 3/4 1 1/2" DOUBLE 6. SEPTIC TANK'., DiSTi?iF�L;T1{li! C3rJX, ETC. SHALL BE 36.5- VVi SHIN 6" OF FINISH GRADE FINISH GRAOF_ 7 TYP. CLEAR WASHED STONE (NO FINES) I�IAN'JFAC'1Ui7E43 !"? ROTc?NCIO OR AN EQUIVALENT a � � - - - _.�� .�__.�� - - - �' avc scH. � - - - MANUFACTUFtEti. (T'fF'.) L=23' S�.U2 FIRST D L` FEET TO L=47' - S= 005 CROSS SECTION�9F�WL 0"CUS MAP BE LAID LEVEL 9. FFXCAVATE' ALL. UNSUJADLE MATE! , !N LEACHING �85 � - NOT TO SCALE AREA AND BACKFILL MOTH MATI. ; ki DESCRIBED � -' � j ; :. `, 3a.t4 ON PLAN. 35. 1500 v.AL - - 33.65�/ _' 33.4_ - A At! 1 Parcel 110 SEPTIC TANK 31346 ,� 31.2 LEACHING �NCHEs Assessors Map 66 IO.HEAVY EG?OVER"_NT aIIAI NOT 114 rTiE.tOAGE DI FOUNDATION + .J / LIE-ACHING TRENCHES NOT T 0 SOLE OPERATE OVER THE LIMITS ¢�F Tl-IE SEWAGE (3t5.. l e,� �y POSAL SYSTr.MS DURiNC THE. COURSE OF CON- � -TO, BE INSTALLED ON A --! 51 y R01"1 � �1����� ��y�����0 STRUCTION OF' THE SYSTEMS, ._FVFL & `_'TABLE BASE NOT TO SCALE TEST PIT #2 PERC <2 li NO F!EL.L? MIC0IFTGATj�S TO �4t< .ssEWr\C�• DISPOSAL _ ` ' DESIGN FLOW: 550 GPD SY'."OIEM SM ALL BE M AI E W THOOT PRIOR WRITTEN _ APPROVAL OF THE ENQNEER AND '(HE. LOCAL �� I ELEVATIONS BASED ON 5 BEDROOM - NO GARBAGE GRINDER BOARD OF HF'k_TH. PETER SULLIVAN 4" INVERT AT BUILDING 35.5 12 THIS 'SYSTEM SHALL BE INSPECTED AS REQUIRED BY WITHIN AREA SHOWN, ALi. UNSUITABLE MATERIAL. (A & B TEST PIT � 1 GRD. EL. 29.0 TEST BY: TEST PIT # 2 GRO. EL. 35.0 TEST BY: BAXTER & NYE, INC. _ SEPTIC TANK REQUIREMENTS: T1TL.F v HORIZONS) TO BE: REMOVED AND REPLACED WITH SOIL � GW. EL. N A WITNESSED BY: GW. EL. N A WITNESSED BY: JERRY DUNNING 1,500 GALLON 4" INVERT AT 1500 GAL. TANK (IN) 34.8_5 Project Title CONSISTING C?I- CLEAN GRANULAR SAND, F`RI-M FROM ORGANIC � 6 17 87 N A t; 1'1 87 MOTTLING EL. N/p• ^ERTIFIED BY: r % 13,A CERTIFICATE COhtF't_!Aft .AS REw1!'+BRED BY MATTER AND DELETERIOUS SUBSTANCES. MIXTURES AND LAYERS DATE: __L_L_- MOTTLING EL. CERTIFIED BY:�� DATE: __L_L- TITLE V AND AN AS 13UI1_T PLAT: OF DIFFERENT CLASSES OF SOIL SHALL_ 'PjCIT BE USED. THE FILL - 4 INVERT AT 1500 GAL. TANK (OUT) 34.6 ELEV. SURFACE SOIL SOIL SOIL SOIL ELEV. SURFACE SOiL SOIL SOIL SOIL O TIAL SYSTEM MUST BE OBTAINED BY '1IE SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 INCHES. A i \ DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER DEPTH HORIZOPJ TEXTURE COLOR MOTTLING OTHER CONTRACTOR UPON 'COMPLI^TiON OF THE ABOVE WOR,-, ' SIEVE ANALYSIS, USiNv A #4 SIEVE, SHALL BE PERFORMED - : � : ON A REPRESENTATIVE SAT�I�LE OF 'ME 'ILL. ti 4•' INVERT AT FIST, BOX (IN) 34.14 LEACHING FACILITY REQUIREMENTS: 14. 'MI5 S?STf:M !S NOT 13ES?r�!EGt ''s;)r+ .=; GARBAGE ,LL. UP TO 4�7i BY WEIGHT � - 29.0 1.5 LOAM & OF THE FILL SAMPLE MAY BE RETAINED ON THE #4 SIEVE. SUSSOIt_ t:ISPOSAL UNIT „ SIEVE ANALYSES ALSO SHALL BE. PERFORMED ON THE FRACTION OF 4 INVERT AT DIST. BOX (OUT) 33.89 744 S.F. 15. ALL IINDERc.ROLiNL? L!TTiiTtES st lOWt� d�(i?E COI+ THE FILL SAMPLE PA,`.a�iNG TFiE . 4 SIEVE, SUCH ANALYSES MUST 2' GRAVEL " rb rd I'I.LEEI AG'C;�FtC1INt: TO AVAILAE�LE: RECORD PLANS DEMONSTRATE THAT THE MATERIAL MEETS EACH OF INVERTS AT LEACHING FACILITY: 33.0 t _ AND .ARE APPROXIMATE ONLY. SEE' CHAPTER 370. THE FOLLOWING SPECIFICATiONS: � 4" INVERT AT BEG. T � LawCL.EAN MED. SAND DISCON IINUOUSAC1;� t7F 196;�, M�ASSAGHU�tI;.TT'� C3F,.N£:kAL LAaYS. I z 4' EFFECTIVE �: THAT MUST I LEACHING FACILITY 3�.65 MED. SAND 29.0 SOw1E FINES GRAVEL IN ASSUME NO ITE'SF'ONSi$tLUT FOR DAP AGES S LEACHING FACILITY PROVIDED INCURRED AS A .'t SUL.T ;f UT1L.t?YE {Oh9r}tITTED OR SIEW S17E FARnCf_F SIZE;. PASS SIEVE INACCURATELY SHOWN. THE 45�1"I�OF'RIAT£ PU€3L.IC 4 4.75 MM 100% 4" iNV'ERT AT END ' 10' 12' 50 0.30 MAtvf 10% - 100R 33.$ 94 LF OF 2' X 4 TRENCHES EN !N=ERINc DEP.agTMENT SHE• _L a CONTACTED AS 100 0.15 a�M 0% - 20% LEACHING FACILITY (2 0 47') WELL Ari DIG 5AF E "PH NUMI�'ER 1•-8C*-v2:"-4844) 20i1 0.0'?j MIS U� - 5R BOTTOM BOTTOM - - of _ WATER OBSERVED 0 TOP PERC HOLE PERC RATE: WATER OBSERVED ® TOP PERC HOLE PERC RATE: (0.-5 t er viler ELEVATION AT BOTTOM _ _ d �,�, OF LEACHiNG FACILITY 31.2 N/A o N/A MIN./INCH N/A O < 2 MIN /INCH OBSERVED GPOUND WATER ELEVATION (MOTTLES) N/A � N yes: �y � ��i� table, ONE RF-1 ;, PROPERTY _9NE C(WP€L.ED I R04 A PLAN Setback Requirements t RECORTE.L AT Lhi D CCX)'RT AS PLAN 196801• es7t 30` AND DO NOT REPRESENT Air Arl,UAL SURWY �id�± 15' �A4�� ON THE GROUND, Rear 15 2. WETLAND DE•LINEAPON A:'�D LOCATION BY I I I I ! I ! / r �' �\ \\ \\ \ t I 1 , •,, R ��'ATE S, €_OCR T :O ON THE concrete Bound "' \ \ \ \ A.M. WLSON ASS*. C; \ \ 1\ \ \ GROUND ON 1/f= /00. j Found (TW) \\ \� ( i I i I ! 1 // /�� /��--- __\ \\ \\ \\ \\ 1 \ 1 \\ \\\ \ \ \ \ \ \ \ \ r repared For 175'4TB"E /' !' �' �- - \ \ \ \\ \\ , �\ 2 1 1 1 1 1 n ...ax+.. .".a.w.�.0 ars.r.ap. s+w e"e:lesrwinrr�. a• s.,r+.. 1 Mr. ,� \NN It \ \\ t 1 z t 1 \\ \ \\ \\ \ \ \\ \\ // ! ! \1 \ \\ \\ \ \ \\ \\ \\ \I \1 \I \\\ \\ s��I' . € (! �V \ ` \ TEST\PiT 1 \\ ' \ k It \ 1 \\ \ \`�\ \ \\\ i' /! !! /------ 1 tl , I 1 ! 1 1 I I I 1 i 1 11 \\ ,•\\ I\ ,' t 1 I I i I 1 1 \ \ \ •\ �\\ \ \\ \\ �' �i ! / \ ! LA LI! ! I ! I 1 I 1 I j I \ T \ 32 Street l I 1 I 1 I ? I ► 1 \ t \ \DE \ \ \ \ \ �' �! / W ! 1! / 1 i I ► I ! 1 I I 1 t i i ! I I I 1 1 \ \ \ \ \ \ \ . \ \ \ \ / �i ! / ! I•� ! ! i I ! I I I 1 W 61 Mein . � 8ornstoble, MA 02630 7.7 \\ 1114 t 1K! I •�1t OR '�. `°'' / ! ! ! ! I I I I I 1 1 \\ / ; � !�e► __ ,_ Sg� 1 Q P . .� --y ��' ,/ Q it / 1 i j i \ t \\ •� f 4/� !! ! i ! ! i i � :� �� A. M Wilson Associates Inc, PRO \ %. \ t, ! OM i w �i a-\\ _ �� / ! '\ / ,�O 0 ! I \DECK :\ / •'"�`� ° " '_ E 37 t132' J rAh 375 +0323 D-BOX1 � r'`� /! / _--.%..___..,-_�..�_ D �.,3.0 �� .r', ��- i 76 T' / i / I •�1 i I 3' �\ �\ ; \ \ `\TOP IFN ��=24.5 1 \\ \\ w ` r ')'' i� ,!/ !b ��/ r / /! •1 LOT , \ \\ s 1 .�--....��.....�•..�►•.. Ct i .�,. I 11 ` ' \ \ \ \ EMBN �;� '9W� 14. ' rt� t. . I IT, �; D `� �' \ ! i LAN133 COURT PL jN 14i&w\\ ', 11 I �.. / n / e t J{$egC}0$ SiF. OR SOi /! ���° ��// i •o'�G ! �, O \p \\ \ \\ \ \ \\ \\ `\ ` `. PRO�'OSED � \\ \\ \ 1 1\ �� ...-__.....,....__....i-... C \ -T �' � \ K ,\\ \ `\ \\ \ \ it, \ `�� a,\ \ 1.�8 AgRES \ \ 11 1 �tl !1 /� y 0{� l V.}' �;VP�a �Q \ \ \ \ \ \ \\ ` \ \\ \ RETAINING WALL, �\ �\ �\ pt,l \ \ \ \ 1 a O /// / t -� : \ \ \ ♦ \ \ \ \ (42,060 S.F. UPLAND) \ I o % ILO, !0. \ \' \ \PR \ W \ X\17,840f\S.F. PLA ) 1 1 \\ = \ ! 3t\ �•� ! / 1 \- \ ; '\ \ \\ \\ \\ �\ rPQ�t. FENCE \ \ \ \ ASSES M� 166 LOT 1101 1 i \ 1 eN3a•�\N `� \�1` �` �' �/ ISLA GA Gi,ER/ ADE �\ ' \\ \\ \\ \ � \ \ El Z3. �\ \\ \\� \ �\ \\ \\ \\ \\ \\ \\ 1\ \\ 11 it \\ •� ,.r aG�4.0 7 � \ �� P"".. Subsurfa(lv TEST PI T 2� IFF \ \ \ '�$(y� RU"a \ �� \ \\ �� \\ \\ �\ r \\ \\ \ \ \\ \ \\ \ 1 1 \ a \ ME ANIC \ \ \ \ \ \ \\ �' I \\ LIT:- \ \ \ \ \ \ 1 \ I 4wd rwage- PROPOSED I \ \ --� \ \ \�\ \\ \ \\ �\ \\ \ \ \\ \ \ ! { 1 \ 1 1 \ 1: \\ _ /• r% ! _R_y5'72..98 J ^ a 1 1 11 1 \ 1• 1 i 0 2 d x 4'w x 4Ti 056,.4,:i • r�l GCi' r~� LEACHING TRENCHES 1 r' �. \ \ �y \ \ \ \ I 1 S T` .•"'may i �- \\ \\ \\ \\ \ ��__ \ \� \\ \\ \W \I 1 f I / \, \\ 1 1 I ( 1 1 1t ; \\ \\ \; 11 • z :w, f ffiV CT YS YYtlikiW YY:pWC 9idwu9 tiCe}T:Y� RWi4#R Wti r.T W,'Y6SMY 4 tlw Y51W.b..T�ClY 8:@.f \\ tie�� Ovr3rh.Oaf Ylir�` `'''. t •►� •• �..._- If / i t -.\ \ ....�••.. A a m e Scale: 1"- 20' Cb I 1 3 Ct / - - OMNI Bituminous 0 10 20 30 40 orive ---- Date JULY 31, 2002 Drawing No I til �� 5- Design W.L.B. Check A.M.VV. i Drawn J.V.B. r ,lob. No. 2.0474.0 FY -ast Rev. 10/9/02 of1 _x. °- :,>, «. ,,..•. �c �-wvsw�:'�«w„�,..w-.�., .* .,..x;:.... .:.�..awetou0 WoeCS