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Home My WebLink AboutRANSOM RIDGE LT 2BRansom Ridge L. ot 28 #020-092-74 Municipality of Anchorage Page 1 of 3 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICFS DIVISION P.O. Box 196650 · Anchorage, Alaska 99519-6650 · Telephone: 343-4744 On-Site Wastewater Disposal System and/or Well Inspection Report Permit Number: SW990296 PIDNumber: 020-092-74 '~r.e:Bill Westhusing Wastewater System: [] New [9 Upgrade ~dress~ 6841 Ransom Ridge Road Anc., AK ABSORPTION FIELD - Phone: NO. of Bedrooms: 345-6246 Four [] Deep Trench [] Shallow Trench ](]Bed E]Mound BOther LEGAL. DESCRIPTION soi,.ab.g: 2 GPD/Sq. Fi, Total Depth from original grade:2. 5 ' Lot: Block: Subdivision: Depth to pipe bottom from edginal grade: Gravel depth beneath pipe 2B Ransom Ridge .5' 5' - Ft. · Ft. Ft, 3 0 ~ Fl, Number of lines: I Distanc?etween liaes: WELL: [] New [] Upgrade. Gravel width: 12 ' Ft. 4I 2 Ft. '~assification (Private, A,B,C): Total Depth: Cased TO: Total absorption area: Pipe material: Existing Ft. Ft. 360 SO. Ft. Anc. Tank Kit Driller: Date Drifted: StaticWater Level: Installer: Date installed: Ft. Acreaqe Systems 8/24,25/99 ~']eld: IPump set at: Ica~i"g Height A~°ve Gr°und: TANK -- GPM Ft. Ft. SEPARATION DISTANCES D Septic [] Holding ~ S.T.E.P. TO Septic = Absorption Lift Holding ~ubllc/PrivateManufacturer: Capacity in gallons: Fror~ Tank Field Station Tank ~ewerLines Anchorage Tank 1 ¢ 500 STEP: Material: Number of Compar[ments: Weir >100' >100' >100 N/A N/A Steel Three (Lift/ su,a~e >100' >100' >100 U/A N/A LIFT STATION Water Sizein g~llons: Manufacturer: Lot >5' >10' >5' N/A N/A 250 Orenco/Anchoraqe Tank Line "Pump on" ~evel at: I "Pump ofF' level at: I High water alarm at: Foundation >5' >10' >5' N/A N/A 43" 43" 45" I Pump Make & Model I Electric I Inspections pedormed by: Curtain None Noted on Lo Orenco E~ectric Doctor Drain I 20OSI05 HHF BENCH MARK Remarks: Exisitnq Absorption Bed Locat[onandDescr[ption: Deck At South End of Abandoned in Place. House. Assumed ~levation: 100.0 Inspections performed by: MEA Dates: lsL8/24 /99 ~:~' 2nd_8/25/99_ Department of Health and,H,.~man Services approval 72-913 (Rev, 9/'91) MOA 25 Permit Nurnber SW990296 PID No. 020-092-74 RANSOM RIDGE ROAD Page 2 of 3 A B C Sl S2 MH M1 M2 M3 M4 9.2 15.3 17.9 54.7 63.6 68.0 75.2 64.4 71 .8 53.1 62.2 22.2 21 .4 22.2 M4 M2 - - 12' X 30' Bottomless Sand Filter M1 I Bedroom Home Thomas ~~ Air Compressor n5070 Crawlspace. PLAN AS-,BUILT SCALE 1"= 40' Municipality of Anchorage Page 3 of 3 DEPARTMENT OF HEALTH AND HUMAN SERVICES ENVIRONMENTAL SERVICES DIVISION P,O, Box 196650 Anchorage, Al( 99519-6650 343-4744 On-Site Wastewater Disposal System or Well Inspection Report Permit Number SW990296 PID No, 020-092-74 94.8 98. I 43' l- To Bed 91.0 89.0 Pressure 95.2 Gauge Fluship~ / Valve Geotextile Fabric 2' Filter Sand ~-6" of 3/8" Pea Gravel ~----Airline 30' NOTE: 12' X 30' Bottomless Sand Filter Kit From Anchorage Tank. 1/2" BDPE Air Line Insulated With 1/2" Foam Pipe Wrap Inside a Schedule 40 PVC Jacket and Buried a Minimum of 3'. PROFILE A -BUI HORIZONTAL SCALE 1" = 10' NO VERTICAL SCALF 11/15/99 3ION 09:57 FAX 907 343 8214 BUILDING SAFrY DIV [~003 6 ~ j l ~.~ ~ o¢ ,2 INSPECTION REPORT MIYNICIPALITY OF ANCHORAGE - BUILDING SAFETY DMSION 3~00 EAST TUDOR. ROAD, ANCHORAGE, ALASKA INSPECTIONS: Voice: .(907~ $53..3454 Fax: 007) 345-g255 1.N?'ORMATION: 007) 343.8211 ~: ~r~c Da ~,~m~trmm~a- 99;8759 ADD.SS: 16841 R~SOM~GE DA~: 10/20/99 4:01 PM 'PHO~#1; 562-3168 INSPE~ON: EI~M~I ~o~ WHEN COR. R. ECTIOI~ ARE MADE, PLEASE CALL FOR INSPECTION DO NOT REMOVE ~ NOTICE. Received Time Nov,15, 9:52AM 7~07 MUNICIPALITY OF ANCHORAGE Department of Health and Human Services On-Site Services Program 825 L Street, Room 502 P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343-4744 ON-SITE WAS'rEWATER DISPOSAL SYSTEM PERMIT Upgrade Date Issued: Aug 23, 1999 Expiration Date: Aug 22, 2000 Permit Number: SW990296 Legal Description: RANSOM RIDGE LT 2B Design Engineer: 0014 Anderson Engineering Owner Name: Bill Westhusing OwnerAddress: 16841 Ransom Ridge Road Anchorage, AK 99516-5337 Parcel ID: 020-092-74 Site Address: Lot Size: 45488 SQ. FT. Total Bedrooms: 4 Permit Bedrooms: 4 This permit is for the construction of: [] Disposal Field [] Septic Tank [] Holding Tank [] Privy [] Private Well [] Water Storage All construction must be in accordance with: 1. The attached approved design. 2. All requirements specified in Anchorage Municipal Code Chapters 15.55 and 15.65 and the State of Alaska Wastewater Disposal Regulations ( 18AA072 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DHHS at least 2 hours prior to each inspection. Provide notification by calling (907) 343-4744 ( 24 hours ). ( Not required for a Water Supply Permit only ). 4. From October 15 to April 15, a subsurface soil absorption system under construction during freezing weather must be either: A. Open and closed on the same day. B. Covered, sealed, and heated to prevent freezing. 5. The following special provisions. THIS PERMIT ISSUED FOR THE CONSTRUCTION OF AN ALTERNATIVE INTERMITTENT DOSING SAND FILTER (IDSF). THE ATTACHFD PP, OPERTY OWNER MAINTENANCE AGREEMENT SHALL BECOME A PART OF THIS PERMIT PACKAGE. ANDERSON ENGINEEP, ING P.O. BOX 240773 ANCHORAGE, AK 99524 522-7773 522-6779 (FAX) August 10, 1999 Municipality of Anchorage Department of Health and Human Services 825 "L" Street Anchorage, AK 99502-0650 Subject: Lot 2B, Ransom Ridge Subdivision Septic System Design Permit Application impacts to Adjacent Properties Dear Onsite Services Engineer: The absorption bed on Lot 2B, Ransom Ridge Subdivision has failed with effluent surfacing in some areas. It is mandatory, therefore the system be replaced to prevent a possible health hazard and damage to private property. We are therefore applying for a permit to construct a new septic system to serve the house. The Site Plan shows the location of the new system along with the location of the old absorption bed. It also shows the location of the well on the lot. The existing system was constructed in August of 1985 and included a separation distance waiver between the absorption bed and the lot line. We are proposing to replace the existing tank with a new 1,500 gallon STEP tank placed a minimum of 5' from the foundation. The absorption bed will be a minimum of 10' from the lot line. No waivers will be required. The testhole placed on the lot revealed silty gravel which percolated at a rate of 30 minutes per inch. Groundwater was encountered at a depth of 8', but was found at 6.5' during the monitoring period. We have therefore designed an intermittent bottomless sand filter with the piping placed 1' below original ground allowing for a 5.5' separation to the groundwater. The ground surface on the lot slopes from east to west at approximately 5% and is fairly flat from north to south. The bed will be constructed parallel to the slope in accordance with Municipal requirements. The new system will meet all requirements concerning separation distance from all wells in the area. Similarly, its placement will not affect septic systems currently in place. If the system is constructed in accordance with our design the following statements apply: The system, if constructed as designed, will have no adverse impact on the wells in the area or those to be constructed in the future. 2. The system, if constructed as designed, will have no adverse impact on existing septic systems in the area or those to be constructed in the future. Lot 2B, Ransom Ridge Subdivision August '10, 1999 Page Two The system, if constructed as designed, will have no adverse impact on reserved space, either surface or subsurface, on any lots located in the area. The system, if constructed as designed, will have no adverse impact on drainage patterns in the area. The current drainage pattern will be maintained. Sincerely, Michael E. Anderson, P.E. Attachments 92 12 Se~b~%c Area ~HIS PROJECT Well Well / / J / ! / I~1o / / / / /226.5o AREA MAP ~ SCALE 1" =: 100' RANSOM RIDGE ROAD Abandon Existing Bed In Place Remove Exist Septic Tank. Replace With 1,500 Gallon STEP Tank 5' Se~ Foundation. .25" HDPE Line )ed to Drain [on Existing Bed o HDPE Air Line With ?iDe Wrap ± [le 40 Jacket. B1 3' Bedroom Home Air Comp ~hall Be Located in the Gara< Contractor Shall Provide a 0-10 Pressure Gau~ at This Location Air Compressor Be a Thoma Industries Model As Suppli~ By Anchorage Tank. ,I Existing Well SITE PLAN SCALE 1" = 30' LOT 2B, RANSOM RIDGE SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: 4 Bedroom Home Bottomless Inter. Sand Filter Perc. Rate: 30 Min./Inch 1,500 Gallon STEP Tank Application Rate: 2 GPD/SF 2' Coarse Sand (See Spec.) Air Supply Line (Anch. Tank) 6" of 3/8" Pea Gravel 4 Bedrooms X 150 GPD = 600 Gallons Per Day 600 GP[3/2 GPD/SF /10 LF (Width of Bed) = 30 LF Length of Bed Therefore: Construct a Bottomless Intermittent Sand Filter System '1 0' Wide X 36' Long, Distribution Piping to be Placed at Original Ground Surface, 2" High Density Direct Bury Insulation and 2' Protective Cover Over Filter. NOTE: BOTTOMLESS SAND FILTER DETAIl (NO SCALE) Grade Area to Drain Away. Maintain 6' Separation From Bedrock. Provide 4' of Cover or 2" insulation and 2' Cov~ Maintain 10' Separation From Existing Absorption LOT 2B, RANSOM RIDGE SUBDIVISION DESIGN FACTORS: SYSTEM REQUIREMENTS: 4 Bedroom Home Bottomless Inter. Sand Filter Per(.'. Rate: 30 Min./Inch 1,500 Gallon STEP Tank Application Rate: 2 GPD/SF 2' Coarse Sand (See Spec.) Air Supply Line (Anch. Tank) 6" of 3/8" Pea Gravel 4 Bedrooms X 150 GPD = 600 Gallons Per Day 600 GPD/2 GPD/SF /10 LF (Width of Bed) = 30 LF Length of Bed Therefore: Construct a Bottomless Intermittent Sand ~=ilter System -I 0' Wide X 36' Long. Distribution Piping to be Placed at Original Ground Surface. 2" High Density Direct Bury Insulation and 2' Protective Cover Over Filter. 6~' LAY~.C~b/8" PROFILE VIEW 'Direct Bury Insulation NO'rE: BOTTOMLESS SAND FILTER DETAIL (NO SCALE) Grade Area to Drain Away. Maintain 6' Separation From Bedrock. Provide 4' of Cover or 2" Insulation and 2' Col Maintain 10' Separation From Existing Absorption Niunicipality ol Anchorage DEPARTMENT OF HEALTH & HUMAN SERVICES 825 %2 Street, Anchorage. Alaska .~J.502-0650 SOILS LOG -- PERCOLATION TEST FOR: DESCRIPTION: ]Lot 2B~ Bill Westhusinq Ransom 7 8 9 10 11 14 15 16 17 18 19- 20 :tom of Testhole COMMS~S Perc. Townsh[p. Range, Section: SLOPE SITE PLAN WAS GROUND WATER Ye s '~me ~o 3O Reading TEST RUN BETWE:-.N +,,__ Fi AND '~'"", ,. Cavity presoaked prior to testing. ': ...... Michael E. "Anderson 72~o8 [Rev. 4/851 FILTER SAND SPECIFICATION Coarse Well Graded Sand Maximum 2% Passing No. 100 Seive Maximum 1% Passing No. 200 Seive ON-SITE WASTFWATER DISPOSAl. SYSTI=-M CONSTRUCTION AND MATERIAL SPECIFICATIONS SUBJECT: LOT 213, RANSOM RIDGE SUBDIVISION GENERAL: 1. The scope of this project includes the removal of the existing 1,250 gallon septic tank and the procurement and placement of a new 1,500 gallon combination septic tank/lift station and pressure distribution system. Work also includes the construction of a new 36' long x 10' wide Bottomless Intermittent Sand Filter. A minimum of 2' of coarse sand material meeting the attached specification must be imported and placed in the filter area. The filter must then be constructed atop the imported material. Distribution piping must be placed at existing ground to provide 4' separation from groundwater. Construction shall be in accordance with the approved site plan, design drawings, Municipal Permit with any special provisions or conditions, and all applicable State and Municipal Wastewater Disposal Regulations. 3. The Contractor shall be responsible for obtaining all underground utility Locates and for the layout of the septic system. Unless specifically agreed otherwise, the contractor shall be responsible for final grading areas subsequently depressed from soil settling. The property owner shall be responsible for revegetation of affected areas unless specifically agreed otherwise. Contractors installing wastewater disposal systems must be certified by the Municipal Department of Health and Human Services for system installations. Owners installing their own systems must receive prior approval from D.H.H.S. before beginning system installation. SFPTIC TANK/LIFT STATION INSTALLATION The 1,500 gallon septic tank/lift station is to be constructed by a certified tank manufacturer. Construction shall include an 18" manhole for access to the lift station. Lot 2B, Ransom Ridge Subdivision August 8, 1999 Page 2 2. The septic tank/lift station shall be sufficiently bedded to prevent settling or shifting of the tank. 3. All standpipes shall extend aminimum of 12 inches above final grade. 4. Septic tank/lift stations installed without 4' of cover shall have a minimum of 2" of direct burial insulation. A foundation cleanout shall be installed (}ne to four feet from the building foundation. Nocleanouts are required between the lift station and the drainfield in a pressure distribution system. 6. Final grading over the septic tank/lift station shall be such that a positive slope exists away from the septic tank. ABSORPTION BED CONSTRUCTION: 1. The absorption beds shown on the design. level. shall be constructed to the dimensions The bottom of the bed shall be within 2" of Distribution piping must be placed level with perforations down atop a level bed of drainfield rock. Rock should then be placed over the pipe to provide a minimum of 2" of cover. 3. A silt barrier or geotextile fabric must be placed between the drainfield rock and the natural soil backfill. Monitor tubes must be 4" in diameter and installed at the locations shown on the design. The portion in the drainfield rock must be perforated. Direct bury insulation must be placed over the distribution system when less than 3' of backfill depth is available. Finish grade over the bed must be mounded to prevent settlement or depressions. MATERIAL SPECIFICATIONS: 1. The lift station must be constructed by a Municipally approved septic tank manufacturer. An Orenco 20 OSI 05 HI-IF- 5 is recommended, Lot 2B, Ransom Ridge Subdivision August 8, 1999 Page 3 2. The following pipe materials are approved for use in septic system installations in the Municipality of Anchorage: Cast iron (perforated and solid), ASTM D3034 or PVC (Perforated and solid), ASTM F810 or HDPE (perforated, but not solid) and ASTM D2662 or ABS (perforated and solid). 3. Insulation shall be at least 2" thick extruded direct burial polystyrene (Dow Chemical Co. Styrofoam HI or equal). 4. Septic tank inlets and outlets shall be fitted with watertight couplings (Caulder, Fernco, or equal). 5. A permeable geotextile fabric (Typar, Mirafi or equal) must be installed between the final drain rock layer and the native soil layer. 6. All drain rock shall be .5" to 2.5" in diameter with less than 3% passing the #200 sieve. EQUIPMENT SPECIFICATIONS: Air Supply Line Shall be a Wasteflow Emitterline, 1/2" Inside Diameter from Anchorage Tank. Line shall be insulated with 1/2" foam pipe wrap inside a 2" Schedule 40 PVC Jacket buried a minimum of 3' below the surface. Air Compressor Shall be a Thomas Industries Model 5070 as supplied by Anchorage Tank. Compressor shall be located in the garage or crawl space. 3. Pressure Gauge from 0 to 10 PSI Shall be furnished and installed in the garage. INSPI-'CTIONS: A minimum of two inspections are required by Municipal Ordinance. These inspections must be conducted under the supervision of a professional engineer registered in the State of Alaska. The first inspection must be conducted after the excavation of trenches, beds or pits and before the installation of any gravel. A septic tank may be set in place, but may not be backfilled. Lot 2B, Ransom Ridge Subdivision August 8, 1999 Page 4 The second inspection must be conducted after the placement of the geotextile fabric, gravel, distribution piping, standpipes, cleanouts and insulation. No backfill should be in place at the time of the second inspection. The contractor is responsible during the layout of the system to assure that all separation distances from adjacent wells in the area are met. PROP]i~RTY OWN'gl?, THE MAINTENANCE OF TI~ ab, u~o~t ~z mad~ for t~e purpa~e ofme, t~mtning ma ml,~ W~s~wa~ di~pO~l t'd LEO~ ~9~ -ONI'ZSBM OVd MOaB HV~O:OL 666t-F¥-S '~ MUNICIPALITY OF ANCHORAGE ' ' DEPARTMENT OF HEALTH AND HUMAN SERVICES Environmental Health Division 825 "L" Street, Anchorage, Alaska 99502, Telephone 264-4720 ON-SITE SEWAGE DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT ABSORPTION Address TANK FIELD WELL ~t ~ ~ S ~ ~- ~ driveway,A~'BUlLTwater~lA~"A~bodies, etc,(Sh°w location of well, septic system, property hnes, foundat,on, TANKS TYPE OF SYSTEM ~TRENCH ~ BED ~ W. DRAIN ~ OTHER / Fi~l added above original grade Gravel depth beneath p~pe .... Tota, absorpt,on area , Distance between lines , N~m~er ot lines Soi~ r~tmg ~ipe m~teri~i ~ ~ PRIVATE ~ OTHER {Idenlilv) - -- -Classilication=(~,B,C~ Tota[ Depth Cased to FT Installei Date installed: REMARKS: Inspections Pedormed by: ~unicipal and State guidelines in ellec~s date: /~-/~ Health Depadment Approval: ~~ ~ ~' Date: ALASKA EI dlROlllllEIqTAL cOrlTROL SERuiCES, IRC. ~nqineerin§ 8- ~nuironmentol Studies April 3, 1987 Municipality of Anchorage 825 L Street Anchorage, Alaska 99501 Legal Description: RANSOM RIDGE SUBDIVISION LOT 2B Alaska Environmental Control Services, Inc. inspected the installation of the sewer system installed on the above mentioned property. The original as-built has not been filed due to non-payment of inspection fees. Please contact Alaska Environmental Control Services Inc. at 561-5040. Thank you. Sincerely, 1200 UJesi 33rd /tuenu¢, Suite [~,/~nchordqe, Alusku 99503 ,(907) 561-5040 F:'ERM I T I I[.}. DATE ISSUED .", DEF:'ARTME . []IF:' HEAL. TH AI',ID ENVIF?q',IMEN ..... PROTECT 825 L STREET~ ANCHORAGE, AK 99501 .%.K. ,.)...., 7 ENG I NEERED DES I GN 09/:];0/85 APPL I CAN'I": PC[) DI:'i'EE S S: CONI"ACT PHONE: L.EGAL DESCRIP: I...O T SIZE: NIED D. MARAIdAN 6112 OLD SEEWARD I-,,1WY ANCHORAGE, AK 995:t8 ~;49-...663:~; SUBDIVI,EIION'.' RA~I RIDGE SECTION: 3 TOWNSHIP: 1.25A (SQ. FT. OR ACRES) LC)'[' .: RANGE E LO[,~ .... NA I cer'L:i.£y 'Lhat: i. I am {amiliar. wi't'..h the r'equir'ements for' or~.--site sewers and ~e:l. ts as ¢c,r'Lh by tl~e Municipality o~ Anchorage (MOA) arid the State of Alaska. 2. I will install the system in accordance with all MOA c:~:)des and regulations, and .~.n compliance with the design criteria of this permit. 3,, I will adher'e to all MOA and Sta'Le of Alaska requirements Cop the set back distances £rom any exist:i, ng well], wastewater disposal system mi" pub].zc sewer'age system on 'Lhzs or' any adjacent {::)r' near'by lot. IF A LII::'T S'TATIEII',I IS INSTALLED IN AN P. iRE~..~ COVERED BY IdO¢~ BUll_DING CODES, THEN (1) AN EL. ECTRICAI.... I::'ERIdI]" AND INSI='EC'TION ~IUST BEE OBTAINED; (2) A...~ BU.t.L.I,..~ WILL NOT BE API::'ROVED WITHOUT AN I=.~j::.CI~ICAI... tNSPEC]"ION I~I.:.FL}I-4F. AND (3) THE E~:I..JEC]"I::~ICAL WORI< MI~IST BIE DONE EY,~ LICE qSED ELE:CTRICIAN. ,::,l bNI:.D ~~[ ~ ~,/'_ DATE: MUNICIPALITY OF ANCHORAGE DEPARTMFNT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L, Street, Anchorage, Abska 99501 264-4720 SOILS LOG- PERCOLATION TEST SOILS LOG PERCOLATION TEST PERFORMED FOR: LEGAL DESCRIPTION:__ 5 6 7 8 9 10 11 12 13 14- 15- 16- 17~ 18- 19- 20- SedPE WAS GROUND WATER ENCOUNTERED? $ o P E IF YES, AT WHAT SITE PLAN Gross Net Depth to Net Reading Date Time Time Water Drop PERCOLATION RATE COMMENTS 72-008 (6/79) POi. t 6-65O AN(}HOR/\GE, Al ASK/\ 99502-06!~0 (907) 264--4111 BEPARTMEN'r OF Itt-'-ALTtt AND ENVIRONMENTAL PROTEC1 ION Permit ~I: 840890 January 31, ].985 TO: Permit Applicant SUBJECT: Lot 2B Ransom Ridge Subdivision A permit issued by this Department for an individual well and/or on-site sewer system has expired as of December 31, 1984. Permits are issued on a calendar year basis }Dy authority of Municipal Ordinance. A new permit must be obtained from this Department for any well and/or on-site sewer system not install, ed by the expiration date. If you have drilled the well, a well log needs to be sent to this Department for documentation of the installation and 'ho c].ose the permit. If a private engineer inspected the installation of the on-site sewer system, the original as-built inspection report and the yellow copy must be sent to this office for review and approval, and for documentation. Iff there are any further questions, please call this office at 264-4720. Sincerely, Kc]th E. Bandt, SupeYvisor Environmental Engineering ]Program KEB/ljw enc: Copy of Permit SWP/0 57 ih"ll IL JI I1'",,.I1% £ ~. ]1: Il::::::" ,¢:t~ IL. ::11:: It %'" tE::]J IF::v i¢':z~ I1'",,!1 Il:Z::: II"-ll II:]':~ IF:;;:: ~r::Z~ ~t:]Ell lEE: DM (~1-, FI II, II1 []1:::' 2 8 4.'"Zl.'7 2 ()' IE:]l I1'",,!1 '"-'"" '.Ei!~; % ' I1'" lEE:: ',Ell; lei!!: II,,,JI liE: I1::~,','. ':,;'. ,. I1,,,,,,11 lei!!: I1.._, ~ ...... IF I: :, I[ . Ii il % '~:' :1. 0 / :1. El IB/I. NIEI) )]) I"l(:~l:/Ahl(.~l',l 8:[:1.2 EII...D SIEWARD AN[_'.H[]I:r~(~GIE ~, Al'::: I!!: H B :1: I',IIE IE F;: 1:i:.' I:) l)b.~ .I. t311 , I Ii I) :1 'v :1 ,: I (311 I, I::~ANSEIid I:~ :1: )3(!)IE I_,(]-I': SIEC"I" :1: lIN ',', :!!; 'f'DI,',II',ISH :1: F' ~¢ :1. :I.N I ~(&l lEI ..... ::,1,~1 (S6!,, I::T~ I:ll::/ f:ff..,l: d: :, ) LI. iUI.,, Nfl t'cu"l:.h I;:~y 'l:.he:~ NunJ. c:i,l:ia],J.'l'.,y ¢;~t' ~n¢:hcmage (I'ID(~) and 't:.l'u~ S't'.a'l'..¢;.~ c~t' ]: ;~:i.].]. :i. lqSF[..~l].], '(.,I'qE) !;iy!ii'[,~!lll J.l"l ~':u::c:¢:u'da~ce ;~:i.'Lh a:l.:[ I'11:1~ t:::c:~ch;.;:;i and arid i.n ¢zC~ml:~ 1. J.&u~u:~;;~ ~J.'l',l'~ 't'.l'u:~ ds:~;~:i.t;.lll t::;r' J,'l'.a.:u, i;a i:)l' th J.~;; pi;.~r'r~:i.t;. ,, MUNICIPALITY OF ANCHORAGE I)EPARTM[;NT OF HEALTH AND ENVIRONMENTAL PROTECTION 825 L. Street, Anchorage, A~aska 99501 264-4720 SOILS LOG - PERCOLATION TEST i~r SOILS LOG [] PERCOLATION TEST PERFORMED FOR: p~).~,~J ¢'~ I/l/~ t~'. /"~('¢ I/~ tO., 'SLOPE 3 4 6 7 8 9 10 11 12 13 14 15 18- 19- 20- \ DATE PERFORMED: A?*,'I ?'-/vh~y SITE PLAN WAS GROUND WATER S holeENCOUNTERED? .,~/*~' ~ P E /eU~,' { IF YES, AT WHAT DEPTH? ~ J~'-7- Readin9 Date ~ ~t Time Water Drop ,49th CE 5035 TEST RUN BETWEEN FT AND FT PERFORMED BY: 72-OO8 (6/79) ALASKA FIUI[ OFlmeF1TAL COFI'FF OL S I UICeS, IBC. ~nqJneerJn§ & I~n~Jronmenlol $1udics SPECIFICATIONS FOR SEEPAGE BED ALTERNATIVE WASTEWATER TREATMENT SYSTEM - Lot 2B Ransom Ridge 1.0 GENERAL 1.1 THE DRAWINGS SHALL BE A PART OF THIS SPECIFICATION. 1.2 ALL MATERIALS AND WORKMANSHIP SHALL MEET THE REQUIREMENTS OF THE STATE OF ALASKA, THE CONDITIONS OF THE PERMIT, AND ALL APPLICABLE RULES AND REGULATIONS CURRENTLY IN EFFECT. 1.3 ALL EXCAVATIONS AND DEPTHS ARE ADVISORY AND ARE TO BE VERIFIED OR MODIFIED IN THE FIELD BY THE ENGINEER. 1.4 IT IS THE RESPONSIBILITY OF THE OWNER OR INSTALLER TO OBTAIN ALL NECESSARY PERMITS, EASEMENTS, OR WAIVERS REQUIRED FOR INSTALLATION OF THE SYSTEM. 2.0 SEEPAGE BED 2.1 THE GRAVEL FOR THE BED SHALL BE SIZED BETWEEN 0.5 TO 2.5 INCH AND FREE FROM SILT OR SAND. 2.2 THE BOTTOM OF THE EXCAVATION SHALL BE RAKED WITH THE BACKHOE BLADE TO INSURE THAT THE BOTTOM HAS NOT BEEN COMPACTED DURING EXCAVATION. THE BOTTOM ELEVATION SHALL BE PLUS OR MINUS 2" WITHIN LEVEL. 2.3 THE DISTRIBUTION PIPE SHALL BE 4 INCH RIGID PVC OR POLYETHYLENE. THE PIPES SHALL BE LAID LEVEL. 2.4 AN OBSERVATION PIPE SHALL BE PLACED AS SHOWN IN THE DRAWINGS. IT SHALL BE RIGID PVC, ASTM 3033 D-3034. THE SECTION BELOW GROUND LEVEL MAY BE EITHER DRILLED 0.5" HOLES @ 6 INCH CENTERS ON OPPOSITE SIDES OF THE PIPE OR A REGULAR SECTION OF PERFORATED DISTRIBUTION PIPE MAY BE CLAMPED TO THE SOLID SECTION WITH A NO HUB COUPLING OR SOLVENT JOINT. A RUBBER RAIN-CAP (JIMCAP OR EQUAL) SHALL BE PLACED ON THE TOP THE PIPE. 2.5 THE GRAVEL SHALL BE COVERED WITH A LAYER OF UNTREATED BUILDING PAPER, A NONWOVEN FABRIC (SUCH AS MIRAFAR FIBRETEX 200 GRAOE, POLY-FILTER X, OR EQUAL.). 2.6 IF INSULATION IS USED RATHER THAN MOUNDED BACKFILL~ THE INSULATION SHALL BE DOW EXTRUDED BLUE STYROFOAM BOARD OR ARCO GEOFOAM EMBANKMENT INSULATION BOARD OF THE REQUIRED THICKNESS (1" PER FOOT OF SOIL LESS THAN 4 FEET OVERLYING THE BED). 2.7 THE TOP OF THE BED SHOULD BE PLANTED WITH A WHITE CLOVER AND RED FESCUE MIX. 2.8 IT IS CRUCIAL THAT CARE BE TAKEN IN CONSTRUCTION OF THE BED TO ENSURE PLACEMENT INTO THE PROPER SOIL STRATUM FOR PROPER OPERATION OF THE SYSTEM. l~}l~,,,,~l'~y o~ ALASKA ENVIRON~ NTAL *CONTROL SERVIC , INC. 1200 West 33rd Avenue Suite B ANCHORAGE, ALASKA 99503 Phone 561-5040 ALASKA ENVIRONMENTAL CONTROL SERVICI"S, IIqC. 1200 West 33rd Avenue Suite B ANCHORAGE, ALASKA 99503 Phorm 561-50~0 CHECKED BY- DATE PERFORMED FOR: LEGAL DESCRIPTION: 2 4 5 6 7 9- 10- 11 1¸3 15 DEPTH? S~'OPE SITE PLAN Net Time Net Drop 16 17 18 L C~ 50,~5 19 ~0Frss~0~ 20- PERCOLATION RATE TEST RUN BETWEEN COMMENTS ~J'7'~--.~t.. .'";~To/J~1~'a~_ ,~,,.b/ ~.a. uir~_ ~.~o,~,,~ {minutes/inch) · FT AND -- FT : ~ , ,~, WATER WELL RECORD ,~ ' ,- , STATE OF ALASKA DEPARTMFNT OF NATURAL RESOURES - )E.ANCHORA'G~ IcIPALhY 0 .A, . _. ,~l~i~ltiO~ of Geological ~ Geophysical Surveys DEPT. ~r ENVIRoNMENIAL PROTECTION ,~r~N~n~ ~r~t No. Here either la, lb lc.} A, NO. ]Borough Subdivision Lot Block ~1 '/4qtrs. Section No. ~n6ib~ ~n~ Er~ Meridian DISTANCE AND DIRECTION FROM ROAD INTERSECTIONS ~. OWNER OF WELL: ~,.i~:~Z,~L~Z)' Street Address end Areo of Well WELL LOG Feet Belo~ 4, WELL DEPTH; (finer) 5, DATE OF COMPLETION ~oteriol Type Top ~oiloa ' - · lr'¢ 19 D Auger ~ defied ~ Bored 0 Other: ~J}?OC~:: ~!::r:'fJ~II (~O],CJ~ Lt~[(~ ~.f~]:'~-e ~) ~ ~ Irrigation ~ Recharge ~ Commertcal ,~j. ( ..... ' "r' :~} ~]-1 8. CASING' ~ Threaded ~ Welded )~C)(;~: ¥]?[~,[~ ~I),~ }%~t)Tde J~.~ ~.]~, diam.~'C' in. to ~';? ft. Depth Weight. 1'( lbs./ft. ~ f:~ :[,,(:) ~ [[ .[-- ~ (~,]'~: ~.~m~'.~l '~.,T'O ~Vi].- CO~, O~ ~ ] ~.].~ ]~ diem., in. fo ff. Depth Stickup ~ ft. ........ ~2 ~ 9. FINISH OF WELL: Set between ft. and ft. Backfillin~ Gravel pock ia. STAnC WATER LEVEL:~ 0 ft. Dote ~ Above or ~ Below land surface Equipment used: C)~)E~ ' I~. PUMPING LEVEL below land surface and YIELD ft. after hrs. pumping g.p.m. IR.GROUTING Well Grouted: .~ Yes ~ No Material: ~ Neat Cement ~ Other: 15, PUMP: (If available) HP Length of Drop Pipe ft. capacity ~g.p.m. .................. ~ Subm. ~ Jet ~ Centrificol ~ Other 14. REMARKS: ,, WATER WELL CONTRACTOR'S CERTIFICATION: o ]5. W=ter Temperoture ~ ~ F ~ C This well w~s drilled under my jurisdiction end this report is true to the best of my knowredge ~nd belief; Registered Business Neme Contr~cl License Number .... ~--'% ..... ~ .... -:;~--%T"'---:- --- / t ' ~ ~' ~ '" KNIEFEL ENGINEERING 8441 Miles Ct., Anchorage AK. 99504 (907) 337-1121 · Fax (907) 338-1874 June 26, 1990 MI'. John Smith, P.E. On-Site Services Department of Health and Human Services Municipality o~ Anohorage 825 "L" Street Anchorage, Alaska 99501 MUNICIPALITY OF ANCHOP. AGE DEPT. OF HEALT}'I & ENVIRONMENTAL PROTECTION 1990 RE£EIVED SUBJECT: LOT 2B, RANSOM RIDGE, PLAT NOTE CLARIFIOATION Dear Mr. Smith: The purpose of this letter is to receive departmental concurrence concsrning the rs-alignment of the location o-F the 100' septic setback lines as neted on the plat for Ransom Ridge Subdivision (S/D case 8 7364, Plat #84-134, filed 5/17/84). The reason for bringing this to your attention at this time is due to concern 'from a lending institution regarding the setback lines which, really don't apply as shown on the ~iled plat. The creek has been diw~rted and placmd in a pipe in a new alignment north o¥ the location shown on tbs plat. We feel the 100' septic setback lines should relate to the current alignment of the cresk/pipe and not the incorrect lines as now shown on the filed plat. ~]£~L~D~!i At the time of tbs -Filing of the plat for Lots 2A and 28 of Ransom Ridge, a note was added to the plat which rsads as follows: "No septic system will be allowed in the 100 ¥0ot setback creek septic protection area." In addition to the abov~ n~e, the setback lines bassd upon the location of the creek at the time of filing were shown on the plat (see attachment #1, a copy of '/he filed plat). Submequsnt to the plat filing, the ADOT/PF has reconstructed Golden View Drive in the area of 'the Lot 2B. The work involved 1) Golden Visw Drive vertical alignment changes which raised the centerline grade which caussd 2) a diversion of a large majority of ~he previous creek water which previously passed through this property to a new area along the east side of Golden View Drive, which resulted in, 3) the installation of an underground pipe from the west slops of Golden View Drive to Ransom Drive to handle any seepage water through the roadway fill area. Lot 2B, Ransom Juns 26, 1990 page two R i dge ~!0~!~1~£ We hays completed field measurements of the new cresk/pips alignment which is now shown on Attachment ~2. Because of the major re-alignment of the cresk, the existing 100' septic setback 'lines on the plat do not correspond to the actual conditions. We haw~ discussed this matter with Mr. Dan Bowles o-F your office who discussed it with Mr. 8revs Morris who apparently was involved in ths original revi~w. It appears from that conversation, that they c~qcu~ with providing the setback lines in conformance with the cbrrW~'~~ pips/creek alignment. ~2~WsJ!~D~! We feel as DHH8 feels that the note on the plat is still valid since the requirement to maintain tbs 100' setback from the creek/pipe location is still necessary. Therefore, ws arb requesting DHHS approval of the ¥ollowing statement: centerline on Lots 29 and 2A~_~OggE_~gg_~2X~g~gD._h~g We sincerely appreciate your time and review of this matter. We firmly believe your concurrence continues the requirements of the original action in protecting the creek from -any unwanted contamination due to the septic system on Lot 2B of Ransom Ridge. We are available at your convenience to discuss any comments or questions you. may have regarding this matter. We would appreciate your expeditious review. When and if your concurrence is complete, please call us and we will deliver it to the financial institution. Respectfully 9ubmittsd, Concurrence by MOA-DHHS Kniefel Engineering Name attach. 1 - original plat map 2 - revised crssk location map Oats , N 75o0;5, F. )'"q~PTIc $E7 BACK )IAL S 45o41'E 56.70' Mea~. S 65°¢d'E 56,70' Rec. u~ ~ ~"~\ -m';~ N 89° 42'47 E 85.11 '°°' o o .3 Ransom Ridge Lot 2A and 2B Creek Alignment and Setback Limits 6/27/90 6789 7. • • J G* 8 •t Municipality of Anchorage On-Site Water and Wastewater Program Q AUG (907) 343-7904 ^ °a a ti Certificate of On-Site Systems Approval ``o, s 9 L s Parcel I.D. 020-092-74 Expiration Date: ti - E)---17 1. GENERAL INFORMATION: Complete legal description RANSOM RIDGE; LOT 2B Location (site address) 16841 Ransom Ridge Road*Anchorage 99516 Current Property owner(s) David Boyle Day phone 444-4970 Mailing address Real Estate Agent Day phone 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) E Duplex E Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well . Individual Individual Water Storage ❑ Holding Tank ❑ Community Class _Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received by: , Date: 8 //d/i?- COSA /d/I _COSA to be released to th= ng' :-r,unle othe ise requested by the engineer. COSA Fee $ 6?-(0(( I Waiver Fee $ Date of Payment 1(-I11 1 Date of Payment Receipt Number p cxY° Receipt Number COSA# o5e.n 133 5 Waiver# 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On-Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm: Garness Engineering Group, Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road, Suite 101-Anchorage,Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: < /3/// � ooQCoop4� In conducting this evaluation,GEG provided an engineering evaluation of the well and/or septic system �� OF 4 , 'N� in accordance with the guidelines and regulations established by the Municipality of Anchorage and ,sF,..• •..-qs, 4 industry practices. The reported results describe the condition of the system/s on the date/s of the o4,`Q-.-. _ • Q evaluation. Separation distances were measured to readily identifiable features. Hidden defects or Oh encroachments may exist that were not identified during the evaluation. The operational life of all wells tr T /f` . vO4 and septic systems depend upon a variety of variables, including but not limited to, soil conditions, . a U/, groundwater levels (that may fluctuate during the year), quality of construction (materials and r workmanship), and the water usage of the family utilizing the system/s. These conditions can vary,and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the O0 J . r ai •. ''•• ess,•• system/s; therefore, GEG makes no warranty(express or implied) regarding the future performance of ti s E—73,53 •• c 4 the well or septic system. GEG makes no representation whether an alternative well or septic systems s./-� ce'4 can be installed on the property in the event either of the current systems fail to perform adequately in 4p1 •'- (•3' „o,', the future. The content of this report is for the sole benefit of the person/party that retained GEG to �QPaP�oiof\°oo perform the evaluation. Reliance upon the information provided in this report by any other person or �,4tessOpao�4 party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. #AECC884 6. DSD SIGNATURE , }( System #1 Approved for �i bedrooms .s,.,' OF,l/vC I System #2 Approved for (( bedrooms •::y� �U sJ• Disapproved ON-SITE C ----- \NATER AND Conditional approval for bedrooms, with the following_stipt t opEwATER c V ,', PROGRAM U -,i Original Certificate Date: ��2 i7 The Municipality of Anchorage Development Services Division (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 5 by an independent professional civil engineer registered in the State of Alaska. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 7. ATTACHMENTS: ..?C COSA Checklist Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet 10-10-12.doc If more than 1 septic system is on the lot: COSA Checklist# of Structure served by this system Certificate of On-Site Systems Approval Checklist Legal Description: RANSOM RIDGE LOT 2B Parcel ID: 020-092-74 A. WELL DATA Well type PRIVATE If A. B, or C provide PWSID# NIA Well Log (Y/N) YES Date completed 11/10/84 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES Total depth 60 ft. Cased to 17 ft. Casing height (above ground) 18+ in. FROM WELL LOG AT INSPECTION Date of test 11/10/84 7/10/17 Static water level 0 ft. 11.1 ft. Well production 6 g.p.m. 4 3+ g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Nitrate 2.62 mg./L. Collected by: GEG, Ltd. Arsenic: > 5 0 ug./L. Date of sample: 7/10/17 B. SEPTIC/HOLDING TANK DATA 7-IplGeh._ 1,ICe be A S .5Evar'< . f" 1 tt ,5 Cl..g0,4 1 2 0 ytrDYZ S Tank Type/Material STEP/STEEL Date installed 8/24/99 C-+ Tank size 1600 gal. Number of Compartments 2 Cleanouts (Y/N) YES ti CAL Foundation cleanout (Y/N) YES Depression over tank (Y/N). NO High water alarm (Y/N) YES Date of pumping 7/18/17 Pumper A+ HOME SERVICES C. ABSORPTION FIELD DATA *BELOW EXISTING GRADE AT MT j Date installed 8/24/99 Soil rating .p.d.! 'or ft`/bdrm) 2 System type IDSF Length 30 ft. Width 12 ft. Gravel below pipe 0.25 ft ) Total depth '3.1+ ft. Eff. absorption area 360 ft` Monitoring tube YES Depression over field NO Q 1 Date of adequacy test 7/10/17 Results (Pass/Fail) PASS For 4 bedrooms a. Fluid depth in absorption field before test 0 in. Water added 628 gal. New depth 0 in. Elapsed Time: 0 min. Final fluid depth 0 in. Absorption rate >= 600+ g.p.d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) NONE KNOWN If yes, give date - I` -M1-1, MT3 AND MT4 DO NOT APEAR TO GO INTO THE EFFECTIVE DEPTH ( PER MIKE ANDERSON'S INSPECTION DRAWING) I_____. -MT2 A EARS TO BE SET AT (OR BELOW)THE CORRECT DEPTH ( PER MIKE ANDERSON'S INSPECTION DRAWING) -MT2 SHOWED A LIQUID DEPTH OF UP TO 2 INCHES DURING PUMP CYCLES(TEST RAN THROUGH LIFT STATION) BUT THE LIQUID LEVEL DID NOT STAY FOR MORE THAN 1 MINUTE D. LIFT STATION 'SEE 7/25/17 MAINTENANCE LOG "SEE 1999 ELECTRICAL INSPECTION REPORT Date installed 9724/99 Size in gallons 250 Manhole/Access (Y/N) YES "Pump on" level at'TIMER in. "Pump off' level arTIMER in. High water alarm level at '68 in. Datum _ _ "TOP OF RISER Cycles tested 3+ Meets alarm & circuit requirements? "YES E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO' Septic tank/lift station on lot 100'+ On adjacent lots 100'+ Absorption field on lot 1D0+ On adjacent lots 100'+ Public sewer main 75+ Public sewer manhole/cleanout "100'+ Sewer/septic service line — 25'+ Holding tank 75'+ Animal containment areas 50'+ Manure/animal excrete storage areas 1004 SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation 5'+ Property line 5+ Absorption field 5'+ Water main 10'+ Water service line 10'+ Surface water q' 100'+ Wells on adjacent lots 1004 SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line 10'+ Building foundation 10'+ Water main 10'+ Water service line 10'+ Surface water 4." 100'+ Driveway, parking/vehicle storage 10'+ Curtain drain NONE KNOWN Wells on adjacent lots 100'+ F. COMMENTS ` 1A-S-43 u IX Sv2.r6 — NO C 7 -e-}i Cd. Fo v,. 0 (•✓ f F-t✓e.D ey c�- F--,e-4417E- --/. e_p_+ k. W,0 E2 400.1111%vi a ki Ali G. ENGINEER'S CERTIFICATION -.../\\':...-''''' •=r1S,4• I certify that I have determined through field inspections and 9 i• (f% • review of Municipal records that the above systems are in ,M - ; conformance with MOA COSA guidelines in effect on this • - •' • : cr ; 25'CREEK MAINTENENCE r--- ,0 EASEMENT LOT 2-A 30' w S86°49' 16"E 283.71' 33' 'i ,eI _ • I i 0 o Wo \ w .c; ^ I \ ox�eM%-,`per` ,� \ - 1 ly o \ V ' R�1NE h \\\ r I acn Z 3% ...:---- --r1 +Ns\ 304' \ Q 30' N b k ,� in co 4 — LU o \ VALVE BOXES g •IT $ p p s�• �yJ EXISTING 11 c It \ ,�b HOUSE LOT 2 %///A 14 v�oo004.p.„ -7----- -.A. +15.5 1 \ 47 EASEMENT ovP� OF A�gs4� o - - - - .O 100'SEPTIC SETBACK CIS C 0,.•.-• 110 J _ n \ �*� 49TfI 10' TBE _ _ _ _ 3.3' Q' N85° 16'49"W272.27' - _ i�!: �/ , 1.T'SIDEYARD SETBACK VARIANCE GRANTED BOOK // !i CHUGACH ELECTRIC s •STEVEN CALLAGH I - o BLANKET EASEMENT 1Q36,PAG—E---26-9 4- �'� BOOK 118,PAGE 814. LO'3A �L1,5- 2034 LOT 3B • h • exa•][ �- ,6 c:, VV��A„��//`°,essionot dao ��440000� NOTE: THIS DRAWING SHALL NOT BE MODIFIED FOR USE AS A PLOT PL LEGAL WITHOUT THE EXPRESSED WRITTEN CONSENT OF LCG LANTEC 250 II Street DESCRIPTION AS-BUILT C Anchorage,Alaska 99501 7 ADDRESS 16841 RANSOM RIDGE RD PARCEL t 020-092.714 LOT 2 B, SURVEY CERTIFICATION ICG LANTECH,we HAS CONDUCTED A PHYSICAL st1RVE` Survey Department THE PROPERTY AS SHOWN ON THIS DRAWING AND CERTIFIES THAT THE Phone 5625291 RANSOM RIDGE SUBDIVISION LEGEND 11nt LEGEND ENCROACHMENTS EXIST OTHER THAN NOTED Larit121:11 Inc DRAWN DATE: 7/21/2017 WORK ORDER: 17065 r - Asphalt Phan 243-8985 SEPTIC STANOPPE ® E%CLUSIDNARY NOTE IT IS THE OWNERS'RESPONSIBILITY TO DETERMNE THE DRAWN BY: AP PLAT: 641134 Conalla:..,. ,�1 'J[N�tNCf ® EXISTENCE OF ANY EASEMENTS.COVENANTS.RESTRICTIONS OR RIGHT-OFWAYWATER WELL THINGS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PtAT UNDER I CHECKED BY: SC GRID: SYtr337 FENCE —5-5— D � CICC1.* TANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION.FOR ORDERED BY DEBORAH ROBERDS SCALE: 1'=>fQ'5j0 FB/PG.68/36 REF 01L410A r%x''094 ESTABLISHING PROPERTY LINES.OR FORPLOLPLAN PURPOSES ADVANCED WASTEWATER TREATMENT SYSTEM MAINTENANCE AND REPAIR AGREEMENT BETWEEN MUNICIPALITY OF ANCHORAGE AND JAlSoN BArm lS60* GlL..1g.-gAkmett. THIS MAINTENANCE AND REPAIR AGREEMENT made and entered into as of this .� S•to BAIA R+ 3 Day of A4' kSr of 20 J-, by and between SMA 6% -l3ruMe. .. , herein the "OWNER," and the Municipality of Anchorage, herein the "MUNICIPALITY." In consideration of the mutual covenants contained herein,the parties to this Maintenance and Repair Agreement agree as follows: 1. Advanced Wastewater Treatment Systems. Municipality grants permission to Owner to utilize and operate an Advanced Wastewater Treatment System (AWWTS), described as ISS � located at(legal description). OWSows R. DG>r Lo-r ,4NzwocA-Ag (u,u1 sn+, iedcc RIZ, 115, G) 2. Definitions. Alteration. Any change to the design or function of an AWWTS that includes the installation or removal of any parts, components or pieces not included in the original construction permit and design. Certificate of On-Site Systems Approval (COSA). An approval by the Municipality of existing water and wastewater disposal systems given at the time of property sale and title transfer in accordance with Anchorage Municipal Code (hereinafter,"AMC") 15.65. These approvals certify that the systems are adequate for the homes that they support and meet the codes that were in place at the time of system construction. Damage. Any man-made or natural change in a system that would inhibit the system from performing as designed. Maintenance and Repair. The scheduled and as needed replacement of existing parts, components and pieces of an AWWTS that were included in the original design which would allow the AWWTS to continue to perform as designed. Permit. An On-Site Wastewater Disposal Permit as required by AMC 15.65 to construct and operate an AWWTS. 3. 1 eriii. The term of this Maintenance and Repair Agreement shall begin on the date of approval by the Municipality to operate the installed system or issuance of a COSA, and shall continue while the AWWTS is in use or is operational or until the property is sold or title is transferred by the owner and a new COSA is issued to the new owner or transferee of the property. 4. Alterations, Installation and Removal of Additional Equipment. Prior to performing any alterations to an AWWTS,the owner agrees to obtain an On-site Wastewater Disposal Permit from the Municipality in accordance with AMC 15.65. 5. Maintenance and Repairs. A. Throughout the term of this Maintenance and Repair Agreement, the Owner shall maintain their AWWTS in a satisfactory condition capable of producing treated septic effluent in accordance with the equipment's approval for operation in the Municipality. The owner shall enter into a service agreement with an AWWTS service and maintenance provider approved by the municipality and the manufacturer of the AWWTS for the entire term of the AWWTS. In addition, it shall be the responsibility of the Owner during the term of this Maintenance and Repair Agreement. and any renewals thereof, at the owner's sole expense, to pay for any and all: (I) repair(s),(2) maintenance, (3)adjustment(s), (4) replacement costs, and (5) inspection costs. B. Owner agrees to comply with all applicable ordinance, laws, regulations, rules and orders for the AWWTS. C. Upon request by the Municipality,the owner agrees to provide the Municipality a written schedule of routine maintenance and repairs which have been performed on the system. When a record of maintenance is documented and maintained by the system vendor,the owner agrees to allow the Municipality access to this information. D. Owner acknowledges that the fine for failing to maintain and repair an AWWTS may be assessed in accordance with AMC 14.60 for improper discharge. E. Owner agrees that only maintenance and repair personnel approved by the Municipality will inspect and make any necessary maintenance, repairs or permitted alterations to the system. F. Owner agrees to grant the Municipality reasonable access to test and inspect the AWWTS upon 24 hours written notice. G. Owner agrees that any sale or transfer of title of the property will not occur without a new Certificate of On-Site Systems Approval. H. Owner agrees that the AWWTS installation and maintenance requirements as provided by the AWWTS vendor/installer and approved by the Municipality are the governing guidelines for the construction, maintenance and repair of the Owner's AWWTS. 6. Nonwaiver. The failure of either party at any time to enforce a provision of this Maintenance and Repair Agreement shall in no way constitute a waiver of the provisions, nor in any way affect the validity of the Maintenance and Repair Agreement or any part hereof, or the right of such party thereafter to enforce each and every provision hereof. 7. Amendment. A. This Maintenance and Repair Agreement shall only be amended, modified or changed by a writing, executed by authorized representatives of the parties,with the same formality that this Maintenance and Repair Agreement was executed with, and such writing shall be attached to this Maintenance and Repair Agreement as an amendment. B. For the purposes of any amendment modification or change to the terms and conditions of this agreement,the only authorized representatives of the parties are: a. Owner: [PNS o tJ atrIk le/S'iba#1 Gaut 4344Asie b. Municipality: Director, Community Development or designated authority C. Any attempt to amend, modify, or change this contract by either an unauthorized representative or unauthorized means shall be void. 8. Jurisdiction: Choice of Law. Any civil action arising from this Maintenance and Repair Agreement shall be brought in the Superior Court for the Third Judicial District of the State of Alaska at Anchorage. The laws of the State of Alaska shall govern the rights and obligations of the parties under this Maintenance and Repair Agreement. 9. Severability. Any provisions of this Maintenance and Repair Agreement decreed invalid by a court of competent jurisdiction shall not invalidate the remaining provisions of the Maintenance and Repair Agreement. OWNER: (/444L'6/141‘‘.--(signature) Date: lily P-0i 9' .co ry &T v`oA e.c¢- s A t UL-&girernt name) STATE OF ALASKA ) ) ss. THIRD JUDICIAL DISTRICT ) The foregoing instrument was acknowledged before me this 3 day of c.1- , 20 l'1, by ,?ay A t 'A-v a"d Sax-r-1/4_ Ciit►k State of Alaska NO ARYLI FOR ALASKA NOTARY PUBLIC My Commission expires: Qi--) Twiford My Commission Expires Feb.14.2021 MUNICIPALITY: By: (signature) Date: (print name) Title: ~', ;~','.. ., ";..,.-'..~ ',.. ..:}~', ~ ..: , - '-'. '~ .-, Mad~n~ address ~ ~- -'*j i~ t,'.,.* . ~'~.7.': : .... -~ :'~:~ ',:.' ',,*'*: [.,- ~ , . '., Lenaln~ ]encv ~ - -.-, · ..... ~,.. · ... , .,, .~ ........ ~,',,=-'. -;'.. , .Ma~hng address ~,-: :, .." -_;,: _ .,..-,,-, _ . RealEs~teAaent.,: , . . , .: .... .-.. .... -.'. .- ~ . Mm ng Address ~ .......... , ..... ~ ........... ~, ~ ~ .... . ~., ~E ~F WATER suPP~L~''''' ' :' :']-':"' ' ' ~': ::'/~" ". '"" :~".' '.~"; 7'~ ~' :.". }: :~ ','..:'~' "', ~[" ."....: . :: P6bl}cWat&r Sy~t~ .... '" - ' ':~'? : :' :','P~bli~ ~ew~. ';.~,., i..,..',:'~ ~ .', ' , . . , .~ ~.'- - ~ . . . , · -,. ; . .... .. · 'The' Municipali~' of ~chor~e b ve o efit ewJce; '*' :' ".'. '., .'" ; .... '" ' ' ' · - ~ . .... ~ ~-,.,,~m ~uou),msues ued~les,0f Heal~h Auth0d~.' Approval (H~) based only upon the represen~tions g~en ih'paragraph 5 by an~ ind~'ndedt profe~sion&l Civil engineer r~iate~ed in tho 8~te o[ ~as~. C~fim~ o[ Health ~uthon~ ~ppro~al ~re r~uired for the title (except be~een ~pous~) for prope~e, ~emed bT~ ~in~le fam~l~ on-,ire m*te~ter die,mi ~n~or rater · uppl~ *~tem. ~SD also t~sue, ~s upon r~uest to hom~erm~ C~fimte~ of He~'~ ~¢ ~pprov~l v~lid for ~ ~a~ from'~e date of issue for pro~dies se~ed by a private o~ Cl~s~'C'W~ll a~d may be r~issu~ n~ water sample results less ~an 30 days old. (Ce~fimtes may be reissu~ for a p~ of~p to o~e-year with valid water samples.) Centres are valid [~ ~ne ~r fei prope~s se~ed ~y Cla~ A or B 'wells' ~r ~ public. waterengineeFsSyStem.wo~.The Municipal[~ of ~chorage is.. not responsible for e~ors or ~omlssi6ns in ~e 'profossional ' As e~fifi~:l bY mY s°al affixed h~eto ani:l as ~f th~'a d~tio~ date,$~ ~qow v~ht that m~;'inv~t '6~ati~n o?s~te water~supply.an~ ~st~t~ d~ s~t~. ~e) ~e,i~t~nal and ad~uate f~ ~ num~ of, ~dr~ms and ~ ~ s~ture I~t~ ~ln. I,~ v~,~at ~ ~ ~ Inf~at~ ~lal~ ffm the Mum~pah~;of ~age ,fil~ and ~om .my. Inv~fi~t~ :a~ Ins~bon ~.~e ~-site '~l~'~ a~'; :~ '., ' '.' .~ast~at~,d S~I syst~m~(are) in ~pl~n~ ~ ~}'ap~le Municipal and s~te ~e~ ~din~.; , and r~blation~ ih'eff~t at the fi~e of n~l ati&n ,: :~,' ;,,'~ ,:'~'::~;, ':, ,~ ,; ~,;. ,'~ F.: .".;,': ,:- , ~ ~-. v. :; ,..;. NameofF~rm,~demonEngin~n~ '*:.',~.; ...... *~::.'" -~.,::~:,,, :*-:;; Phon~ '5~.~3' " "~';' Aadr---"ess' P~O/B~ 2~3 ............. ~,' ~,' **'*. ;,: ......; . .'; .':,, '" Engineer s Pnnted Name ~Michael E-~demon P.E."," ,-~,..-. '~ ,* Date ~,,_~'~ Y ,~ '-: · ,:', .'. ' '- ' · . .'.. -, ...... ~ '-.* ...... .'.-.,-'~". ....-~e O~,Al...i.,. ........ , , . '* ', .. - ..... ' , ,,' ..... ':". :.~ ~ ¢,~,~A~t~'.~ ' ''.',, - , ...... ............. , , . . ¢,/,. ,CE-438~ .~,. . , DSDSIGNATURE: ....... ' ", ' .',,' ~,~:.. · ",.~-? · ..... , ....., .............. II . 0~[S5~. ~, . · ..... ~.:- Approvedf0r ~.~r~ms -,-,. .... , ..... I- .... ~ . - Disapprove2 , . - ,..;,... ' · '- -, .,'. ,' ,.', , ,- : .-:,.. · ~.='-;.,,' Cond~bonal approval for x:2 . '.--'. ~r~ms, w~ l~e followtnB sbpulations:..: : ~ .... :. ~ . . ~ . -":'' :' ":'""'' ": .... ,~[ cYO~'~,~. ,'".' ': ' : '' '" " , . t .'~ ,- ' {~[[[({lllll~t~ ..... ,~,-,~ ..:: -..., . . : ,. ' ON-SITE '" . ~ ~' WATFR ANB :' , tts ' " ' "" ~ ' ' AdditionalCommen ,' ,. , .. · -. : ~: ..WASTEWATER , . . ,.~~ · _ _. . , .._ .... _ ,... .. Attachments: HAA Checklist S~ptic System Advisory Well Flow Advisory Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date:. "~-- ~- O .J (Rev, Municipality of Anchorage '. Development Services Department Budding Safety Division On-Site Wate~ & Westewate~ Program 47OO South Bmgaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.cLanchorage,ak.us (OOT) ~43.7904 HEALTH AUTHORITY APPROVAL CHECKLIST Legal Descdpflofl: Lot 2B~ Ransom Ridge ~ubdtvlslon A.W~LLDATA We~ type Pdvate Date completed 11/10/19~4 Total depth SO ft. If A, B, or C provide PWSID # ~an~ar~ se~ (Y~N)Y_ Casadto 17 · FROM WELL LOG Date of test 11/10/1984 Static water level Wea. productJon WATER SAMPLE RESULTS: Colifoml 0 colonies/lDo mL Date of sample: 6J21r2001 B. GEPTICAqOLDING TANK DATA Tank Type~ Tank stze l~eo gal FoundaUon deanout (Y/N) Date of pumping r~Z/J200t ¢. ABSORPTION FIELD DATA Date installed ~/24/11FJ9 Total depth _6 Date of adequacy test g.p.m. Nitrate !.~5 mg.A. Collected by: MEA Number of Compartments Oepresaion over tank (Y/N) F'umpe~ Isaac's Parcel ID: 020.092-~4 Well Log fi/N) Y w~es prepe~ protectnd (Y~N) y Casing height (above ground) >24 AT INSPECTION ~"Jr2001 $ ft- 4.01 g.p.m. Cleanouts ~N) y High wator alarm (Y/N) Y Fluid depth in absoq~on field before test 0_ in. Water added gal. New depth Elapsed Tm~e: min. Final fluid depth in. Absorption mte >= Any rejuvenation treatment (past 12 mo.) (Y/N & type) ~1 If yes, give date N/A Soil rating (g.p.d./ft~ or ~Axln'n) ~. System type Bottomless Sand Filter ft. Width ~2 ft. Oravei below pipe .5 ft. Resufls(Pess/Fa#) · For ' bedrooms in. g.p.d. O. UFT STATION Date installed 8/25/1999 'Pump on" level at 43 in. Datum Bottom of Tank Size in gallons 250 'Pump off' level at 43 in. Cycles tested Manhale/~:< _~s-_$ (Y/N) Y High water alarm ~ at 45 Meets almm & drcutt requirements? Y in. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift station on lot >t00' Absmption field on lot >100' Public sewer main Sewer/septic sewtce llne >25' On adjacent lots >100'} On adjacent lots >100' Public sewer manhble/cieanout Holding tank SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation >'5' Property line >5' Absm13tion field >5' Water main N/A Water service line >10. Surface water >100' Wells on adjacent lots >100' · SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Property line >10' Water Service line >10' C.,udain drain None Noted Buading foundation >10' Surface water >100' Walls on adjacent lots >100' Water meln Ddveway, mddng/vehicle ~Mage, >25' F. COMMENTS ~S~ bless~an 2yeamold. ___rJ~_ lesssandffierbdrf. No standinq water in monltor tube dutlao~i~, G. ENGINEER'S CERTIFICATION I certEy that I have determined thn~gh ~eld i~ and review of Municipal mcorcls that the above systems em in conformance wffh MOA HAA guidelines in effect on this date. Engineer's Printed Name Michael E. A~derson~ P.E. Date 6rz7/01 Receipt Number ~/~ (R~. Waiver Fee $ Date of Payment R_ _eceJ. pt Number JLIN-2$-61 18:49 FROI~-CT&£ EHVIRON~NTAL trices I ftc. 90T5615301 To273 P.OI/03 F-23e CT&K Ret.# 1013591001 Client l~ame Anderson EngifTeerifT§ Project Name/# HA Client Sample ID Lot 2B Ransom Ridge Matrix Drinking Water Ordered By I'WSID 0 Sarnpie Remarks: PQL Units Method Client PO# Printed Date/Time 06/26/2001 18:29 Collected Date/Time 06/21/2001 20:30 Received Date/Time 06/22/2001 14:00 Technical Director Stephen C. Ede Rsleased By~ Allowable prep Analysis Limits Date Datc Inlt 1.65 0.500 mg,/L EPA 300.0 (<10) 06/22/01 SCL Total Coliform 0 0 colll00mL SMI8 9222B (<1) 06/22/01 $:':W Received Time Jun.26. 5:51PM J4,~f "MU NICIPAEITY OF ANCHORAGE .... [)e~artment of Hea th& Human Se~lces '~f4~ ..... ~ ,, q~r~M n= ;~VinnNMENTAL SERVICES ,,, ~¢~d~':: ;~' ~k~lF CATF OF INSPECT ON EOB HEALTH AUJHOBIT.Y..APPROVAL eec' ?~gu'"" "'~ ~'-.~IT~ SE~ER AND wATER FACILITY .FOR SINGLE FAMILY GENERAL. INFORMATION (Must be completed prior to submittal) .. . (a) Legal Description (include 10t, block, subdivimon, secbon, township, range) Location (address or directions) . .. F~.~ ~1.) l~,4.~ A,~ "~J~.;) ~'. *.. Telephone :(home) (b) Property owner .... Mailing Add tess [ ~ ~ dr ~ ~"~,;~.~ ~'l)~,-~ "~.~b-~' (c) Lending Institution ~'~ t,(...- 'Telephone , . ,'Mailing Address !:?:!~,-:.:~- .(d) Real =state Company Address Tele and Agent (e) Mai the HAA to the following address: [or clieck nere if hold for pck up.) ...... J -' ' :' ..... f..-,1,~. · . IrList contact eerson and day phone number below: _..,. ,,~ i' { TYPE OF RESIDENCE ~? Single-Family [~ Number of bedrooms 3,; WATER SUPPLY Individual Well I~ Community [] Public [] . ' · ,~ ' irmat~on,from.'the State. Department, of~ .E...n.,vironmenta ~.i~!. ~.-~ ore: f com 'nun ty.we l, system .~p_,st ,b.,a,~. W~ ~!.,e,:n,~?.f ~,,-- ,,;,a' ..,. ;- ,-,',~:-; ,,, ,~ ,,~ ~,;, ~,,~,.,;~, Cz, ak~,,,~,...~¢~,,,,.,, ......... ~,-¢~¢' ,.'. · ':~t~'C~l;~§bi.(Jation'~tteshng ~o'tn legauty and status 4 SEWAGE.DIoPOSAL ; .... ,',' :,' .'o ,m .¢.t,. .... '., em.d, ,,,0 ........... , ...... , On-site~ ~':rpubhcEI ,-~ .CommumtyD ,-,.,[HoldtngTank•--' ...... 'i Note: If community well Wsteml must have'written confirmatioh from the State Department of Environmental Conservation attesting to the legality and status. , ........ 72-~25 (Rev. 7/88) Page i of 2 le^oJddv leUOB!puoo Jo SLujeJ. I~uoB!puoo pe,~oJddes!a . ,,_,~ pe^oJddv .... - -~ ........ ~VAOl:tdd¥ SHHa '9 . :, -,~ 'uoBoodsu! s!ql ~o ol~P eql uo ~oo~jo u! suo{lelnfioJ pu~ 'soou~u!pJo 'sopoo el~S gu~ ledlo[un~ I1~ ql!M OgUe[Id~O0 u~ m ~ozsAs I~sOds!p JOl~MelS~M Jo/pu~ ~lddns Jel~M OI!S-UO OUl 'uoB9odsu! pu~ UO.igB.I~OAUJ Xm ~OJJ pug Sel~j eSgJOqOUV JO Xl!lgd!o!un~ oq~ moji peu!~qo uoB~mJoJu! oq~ uo posBq leqT XJ!JOA JoqpnJ I 'u!aJoq po~eo!pu! eJnionJ~s Jo odXl pue swooJpoq jo Joqwnu oq~ Joj eienbope pu~'leUOBOUnj 'ej~s s! ~elsXs esods!p ~a~e~e~se~ ~o/pue Xlddns ~el~ ells-uo eq~ ~qi s~oqs leAoJdd~ X~Hoq~nv q~leeH s[ql~o uoBe~BseAu! Xm ~eq~ X~peA I '~oleq uAoqs a~ep uo,igp,l~A eqljo se pu~ o~e~eq pex!JJe legs X~ Xq pe!H~eo sV " . . NOI~V~BO~NI aNY wva 'HOaVaS aglJ 'S~S~ 'SNOI~O~dSNI ONIOIAOMd Wala ONla~NIDN~ sseJpp'~ .g A. WE L~..~D ATA MUNICIPALITY OF ANCHORAGE (MOA) Health Authority Approval (HAA) CHECKLIST, FEBRU.A.'R.Y 1984 343-4744 Well Classification _ Well Log Present (Y/N) __Y _Date Completed TotalDepth ~OtCasedto_ ~,'"'~lDepthofGrouting_ Static Water Level ~'4,1¢'~lO ~ ~' ~ Pump Set At Casing Height Above Ground Electrical Wiring in Conduit (Y/N) _ Y SEPARATION DISTANCES FROM WELL,: To Septic/Holding Tank on Lot ~' ''~ ~''~ To Nearest Edge of Absorption Field on Lot To Nearest Public Sewer Line ~/~ _ 'ro Nearest Sewer Service Line on Lot Water Sample Collected by Water Sample Test Results Comments If A, B, C, D.E.C. Approved (Y/N) Yield ~ o[ Sanitary Seal on Casing (Y/N) Depression Around Wellhead (Y/N) ; On Adjoining Lots ; On Adjoining Lots To Nearest Public Sewer Cleanout/Manhole B. SEPTIC/HOLDING TANK DATA Date Installed ~O-[q-~J~Size Standpipes (Y/N) Y Depression over Tank (Y/N) Pumping/Maintenance Contact on File (Y/N) Holding Tank High-Water Alarm (Y/N) /O I ~ Air-tight Caps (Y/N) No. of Compartments y Foundation Cleanout (Y/N) Date Last Pumped ~Z-,¢,~¢,~('.~ I,J lA ;for Temporary Holding Tank Permit (Y/N) ~,,}' IA To Water-Supply Well To Property Line To Water Main/Service Line SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK: To Stream, Pond, Lake or Major Drainage Course . I 0~) To Building Foundation To Disposal Field Comments 72-026 (Rev. 7188) Front Page 1 of 2 C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata I TO Type of System Design Date Installed I0 - {~- ~,~"'~ Length of Field Width of Field 2.8 ~ Depth of Field Gravel Bed Thickness ~0 Square Feet of Absortion Area ~ ~3 ~"¢ Statndpipes Present (Y/N) Depression over Field (Y/N) ~ Date of Last Adequacy Test Results of Last Adequacy Test ~,~ ~ SEPARATION DISTANCE FROM ABSORPTION FIELD: To Water-Supply Well iI~t~ t To Property Line To Building Foundation ~ I To Existing or Abandoned ~System on Lot J~)/4 ; On Adjoining Lots ~,1/_~, To Water Main/Service Line '~ [ ~ To Cutback (if present) To Stream, Pond, Lake, or Major Drainage Course ~ ~fjl To Driveway, Parking Area, or Vehicle Storage Area J .~' Comments D. L~ION Date Size in Gallons ~-~--,,.~.~ "Pump On" Level at High Water Alarm Level at Tested for Meets MOA Electrical Codes (Y/N) Comments Dimensions Manhole/Access (Y/N) "Pump Off" Level at Vent (Y/N) Pumping Cycles during Adequacy Test. **Check Permitted Bedroom Rating Against HAA Request** I certify that I have checked, verified, or,~formed to all MOA and HAA guidelines in effect on the date of this inspection. ~ / / . -,-..~-~ ~,,... Signed ~:" : ' "i: , ' ~' ~., · ,:~.., Company Date ~ '/~'~ ~ .... '"' ~ ' ,, ,~gmeersSeal 72-O26 (Rev. 7/88) Back Receipt No. Waiver Fee: $ Date of Payment Page 2 of 2 NORTHERN TESTING LABORATORIES, INC. 2505 FAIRSANKS STREET 3330 INDUSTRIAL WAY ANCHORAGE, ALASKA 99503 FAIRBANKS, ALASKA 99701 907.277.8378 ', FAX 274-9645 907.456.3116 # FAX 456.3125 Kniefel Engineering 8441 Miles Court Anchorage AK 99504 Attn: Robert Kniefel Our Lab #: A104330 Location/Project: - Your Sample ID: L2, Ransom Ridge Sample Matrix: Water Comments: Report Date: 08/29/90 Date Arrived: 08/24/9~ Date Sampled: 08/24/90 Time Sampled: 1437 Collected By: RK Flag Definitions U = Below Detection Limit DL Stated in Result B = Below Regulatory Min. H = Above Regulatory Max. E = Below Detection L~it Estim~t~,~Value Method Parameter Units Result Flag EPA 300.0 Nitrate-N mg/1 1.1 Reported By: Francois Rodigari Anchorage Operations Manager KNIEFEL ENGINEERING 8441 Miles Ct., Anchorage AK. 99504 (907) 337-1121 · Fax (907) 338-1874 HEALTH AUTHORITY RESULTS AND ANALYSIS Date of Testing: August. 28, 1990 Legal Description: Lot 2B, Ransom Ridge Street Address: 168,41 Ransom Ridge Road Number of Bedrooms: 4 Well Flow Test: Depth of Well: 60' Starting Static Leve] 3,7' Lowest Static Level: 43.0', recovery -~ 4.2 gpm Water aquifer entering well at about 37' depth. Average Flow Rate: > 723 gals./165 sins. = 4.4 gpm The well is capable of producing 3 gpm for four hours, Results of Water Quality Analysis: Total Coliform .... colonies 0 Nitrate-N --- 1.1 mg/1 (10 mg/1 allowable) Results of Septic System Ad'equacy: Total Gallons into system: 723 gallons ..... C omr~e ri t S: ~'¢' Both the well and septic system are adequate for the four bedroom house. The footing drain system around the house and interior to the crawl space has had its discharge point moved t.o the dt~a.[nage area on the north side ef the lot. The outfall for the discharge Js 100'+ from the cleanout for the septic system and 60 feet downstream from the existing well site. The system was tested in accordance with MOA policy and regulations ill force at the time of this test. MOA CE 90-030 MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & HUMAN SERVICES DIVISION OF ENVIRONMENTAL SERVICES CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY 264-4744 Application Date GENERAL INFORMATION MUST BE COMPLETED PRIOR TO SUBMITTAL) (a) Legat Description (inc uCelqt block subdivision section, township, range) Locabon (ad;ciress~or d~rect ons~% (b) Prope~y Owner ~ "~ Telephone: Home Mailing A~dr~s~ (c) Lend ng n~i~ti~,. '"~'~ ~ ~ ~Telephone (d) Real Estate CompanY and Address Business (e) Telephone / Mail the HAA to the followino address: or; Check here ~'~, if hotd for pick up. List contact person~and day phonepumber below. TYPE OF RESIDENCE Single-Family~ Number of Bedrooms WATER SUPPLY Individual Well~ Community [] Public [] Note: If comm unity well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. SEWAGE DISPOSAL Onsite'~ Public [] Community [] Hotding Tank [] Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legality and status. Page I of 2 72-025 fRev 8/86~ Front ~e~] ~9g/e ^~bH §~O~L ~ ~LO ~ e~d 'HJOM s,Jeeu!Sue leUO!SSejoJd aql u! suo!ssiLuo Jo sJoJJe Joj elq!suodseJ lou s! eSBJOLIOU¥ JO ,~!led!o!unlAl eql 'penss! s! eleo!J!~eo e aJojeq e~ep eZAleUe Jo suo!loedsu! ~3npuoo ]au ap SHHQ jo see,~old~u3 's~ueu~eJ!nbeJ ale,s pue leJepeJ u!epeo ~js!~es oh Jap Jo u! suo!lnl!~su! 5u!pual J!eq~ pue se~uoq jo sJeseq3Jnd o~/,sepnoo e se s!q~ seop SHHQ eql 'eHsel¥ jo ale,S eq~, u! pe~e~s!SeJ JeaU!SUe leuo!sse~o~d ~uapuedepu! ue ,~q e^oqe ~ qde~l~eJed u! ua^!5 suo!lm, ueseJde~ eq~ uodn ~lUO peseq sele3!J!Me~ leAoJddv /qpoq]nv qlleeH senss! (SHH(]} seo!^JeS ueLunH pue q~leeH ,~o ~ueuJpedeQ eSeJoqou¥ ,to ,~l!led!o!unR eql NOIJ. rlYo leuo!~!puoO leAoJddv leUO!~!puo0 JO suJJOl pe^oJddes!a /N~ peAoJddv .~ ~..~/,X ,4q suJooJpeq ¢-I¥^Ol~dd'¢ Jo, pe^oJddV SHH~3 .g MUNJClPALITY OF ANCt'~I~IPALITY OF ANCHORAGE (MOA) ENVIRONMENTAL S£RViCE~H.~C¢COClAUTH ORITY APPROVAL (HAA) C CKUS - AUG 1 I98B 264-4720 Legal Description: ~ RECEIVED WELL DATA Well Classification Well Log Present,N)/ Total Depth __ ~'~ Cased tO /'~' / Static Water Level ~ /,~'/. Casing Height Above Ground __ .,~'- Electrical Wiring in Conduit ~'/1/.'~'" If A. B. C. D.E.C..Approved (Y/N) Date Completed //*/o '~'¢' __Yield ,/ Depth of Grouting Pump Set At Sanitary Seal on Casing~N) Depression Around Wellhead (Y~). Separation Distances from Well: To Septic/Holding Tank on Lot To Nearest Edge of Absorption Field on Lot ' ; On Adjoining Lots ; On Adjoining Lots To Nearest Public Sewer Line. .~/¢ To Nearest Public Sewer / Cleanout/Manhole !~J/t4' _ To Nearest Sewer Service Line on Lot Water Sample Collected by /'~-~5 ,'¢¢' ¢¢/~//' ; Date ~').~J~l~' Water Sample Test Results /~/f~'7~-. O - /.)/~r'~ .,!~-.~--~' Comments ~0 ~ /~¢'~J "7~'~'7" ~'--z.-~-¢:'~', . ,,~¢'~'"~",~' ,. B, SEPTIC/HOLDING TANK DA'rA Date Installed ,'~'-/~-~'~" Size /,~"¢r5 No. of Compartments Standpipes(~) Air-tight Caps~N) Foundation Cleanoutl~N) Depression over Tank (Y~) Date Last Pumped Pumping/Maintenance Contract on File (Y/N) /°1/~'' ;for Holding Tank High-Water Alarm [Y/N) ~//,,4- Temporary Holding Tank Permit (Y/N) _ ,'~//,'~ Separauon Distances from Septic/Holding Tank: To Water-SL pply Well '/~--"-~ To Property _ine /¢ / To Water Main/Service Line Course 'r /~ To Building Foundation To Disposal Field To Stream, Pond. Lake, or Major Drainage Comments ': Page 1 of 2 Z2-026(11/84) C. ABSORPTION FIELD DATA Soils Rating in Absorption Strata Date Installed /O -/~,..~¢¢" Width of Field Square Feet of Absorption Area Depression over Field (Y~ Results of Last Adequacy Test Separation Distance from Absorption Field: TO Water-Supply Well To Building Foundation Lot To Water Main/Service Line To Stream/Pond/Lake/or Major Drainage Course To Driveway, Parking Area. or Vehicle Storage Area Type of System Design Length of Field ,. Depth of Field Gravel Bed Thickness ~"'~ Standpipes Present Date of Last Adequacy Test To Property Line ~' To Existing or Abandoned System on ; On Adjoining Lots /~ o'- To Cutbank (if present) Comments LIFT STATION / Dimensions ~..~,,~ Manhole/Access (Y/N) "Pump On" Level at ~ "Pump Off" Level at High Water Alarm Level at ~ Vent (Y/N) Tested for ~~...~Pumping Cycles during Adequacy Test. Meets MOA Electrical Codes (Y/N) ~~ Comments ** Check Permitted Bedroom Rating Against HAA Request ** I certify that I hi~¢)3hecJ~d, verijied, or conformed to all MOA and HAA guidelines in effect on the date of this inspection'. Signed ~ ~ ~'/~'~"~ Date Company MOA No. Pag~ 2 of 2 Receipt No. Date of Payment Amount: $ 72-026 (ll/84) Tom Fink, Mayor unicipality of Anchorage Department of Health and HUman Services 825 "L" Street P.O. Box 196650 Anchorage, Alaska 99519-6650 343-4744 August 9, 1988 Lee Reid Alaska Environmental Control Services, Inc. 1412 West 33 Avenue Anchorage, Alaska 99503 Subject: Waiver Request for Lot 2B Ransom Ridge Subdivision Waiver Request #WR88-041 Dear Mr. Reid: Your request for waiver of the required.10 foot separation between a septic system and a lot line has been approved. The waived distance is 6 feet from south lot line and 4 feet from the septic tank to foundation. ~ This approval applies to the existing septic system lot line separation only. Any future upgrade to the septic system will require all separations be met or another approval from this department. Sincerely, Daniel J. Roth Civil Engineer On-site Serivces DJR/ljw#7 ALASKA enUlROnmeF1TAL CODTROL SI RUICE $, IF1C. MuuicipalJty of Anchorage Departnmu'c of lle~]th & Human ServJces 8~5 L Street Anchorage, AK. 9950] A~Ln: Dan Roth MUNICIPALITY OT: ANCHOILAGB DEPT. OF HEALTH & June 23, E~NMENTAL PROTECTION AUG 1 1988 RECEIVED Re: Lo[ 2B, Ranson~ Rid2e Subdiv:ision Attached with the Itealth Authority J s the asbu]ll; for the sewer system installation, This had never been fi]ed due to nou payment o[' h~spectJou fees. When instal]ed, the absorption bed was thought to be 8 feet from the south lot line wh:Jch borders lot 3. A new surve~ asbuJlt shc>~s the bed to be approximately 6 feel from the south lot line. Back then. lot line waivers were easily obtained withouL approval from lleJghbor lot owBers, Sillct~ the asbullt of the systel, was llevep filed, a waiver Nas llOt requested. Tile hed does not Also, the septic tank is 4 feet from tile house foundatiou. The house is elevated wi th a shallow craw] space. 'File septic tallk sholl]d tlOl] ilffect Eh(~ foundation, Attached is a letter from him owner of ]o't 3 giving approva] of tile lot ]5ne encroachment. We request thaL you grant a waiver of a feet for absorption fJetd to lot line and 4 fe. et for septic lallk [20 foundation. If Fou have anF questious, please (;ali, Approved by: Sincerely Alan C. Wien Engineering Te, chni c J an 1200 LU,sl 33roi Au~nu¢, SuJl¢ B o^nch0ra% Alask0 90503 ,(907) 561-50/10 not object to the lot 2B, Ranso,I Ridge sewe~' .'~ystem enct'oachlllent on m,V lot line. I /. ~¢ O° ~ ~' 03"d· CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC. 5633 B STREET ANCHORAGE, ALASKA 99518 TELEPHONE (907) 562-2343 ANALYSIS REPORT BY SAMPLE £o~ We~k O~dez ~ 7977 Date Repo~t P~inted: JUL ~ B8 ~ 1~:14 Collected JUL 19 88 ¢ 15:00 ~. ~sce~ed JUL 19 88 ~ 16:00 ~. Pzese~ved wi~h :~ DEG. C ~nalysis Completed :SUL 21 88 Laboratory Supe~viso~ :STEPHEN C. EDE Client Acct P.O.~ NONE Req ~ O~de~ed By Send Reports to: ~) Special Instruct: Chemlab ge.fi ~: 1858 Lab Smpl ID: ! Matrix: Wate~ Allowable Pazamete~ Te~ted Result/Units Nethod Limits NITRATE-N 0.48 mE/1 EPA 353,2 Sample B. OUTINE SABLE l~e]n~=ks~ SA~=~PLE COLLECTED BY A, WEIN. i Test~ Pezformed ' See Special Instzuction~ Above UA=Unavailable ND= None Detected *~ See Sample Rer~ks Above NA~ Not ~nalyzed LT-Lese Than, GT=G~eatez Than MUNICIPALITY OF ANCHORAGE DEPARTMENT OF HEALTH & ENVIRONMENTAL PROTECTION Environmental Health Division ON-SITE SERVICES SECTION CASE NUMBER: 89-033 CASE REVIEW WORKSHEET DATE RECEIVED: June 6, 1989 COMMENTS DUE BY: June 19, 1989 SUBDIVISION OR PROJECT TITLE: A request for variance from Section 21.40.080.G~2 to permit a 1.7 foot encroachment into a 25 foot side yard setback. (Lot 2B Ransom Ridge Subdivision) ( ) PUBLIC WATER AVAILABLE ( ) PUBLIC SEWER AVAILABLE ( ) COMMUNITY WATER AVAILABLE COMMENTS: CASE: PETITIONER: REQUEST: LOCATION: CURRENT ZONE: 89-033 Federal Deposit Insurance Corporation A Variance to permit a 1.7 foot encroachment into a 25 foot side yard setback requirement (AMC 21.40.080.G.2) Lot 2B, Ransom Ridge Subdivision, located south of Stoneridge Road and west of Golden View Drive. R-6 (Suburban Residential District (Large Lot) RABBIT CREEK COMMUNITY COUNCIL ZONING BOARD OF EXAMINERS & APPEALS REQUEST FOR COMMENTS ON VARIANCE RETURN COMMENTS TO: DEPARTMENT OF ECONOMIC DEVELOPMENT AND PLANNING ZONING & PLATTING DIVISION P.O. BOX 196650 Anchorage, Alaska 99519-6650 DATE: June 1, 1989 343-4267 CASE TO BE HEARD: July 13, 1989 The Municipality of Anchorage has received applications relating to the following: CASE #89-033 XXXX A request for variance from Section 21.40.080.G.2 to permit a 1.7 foot encroachment into a 25 foot side yard setback. __A request for change of use __An appeal for Attached are copies of the proposed variance. Please submit your comments in writing, specifying any requirements that your department or agency may need. Comments MUST reach our office by June 19, 1989, in order to be included in staff recommendations. SPECIAL DISTRIBUTION: Municipality of Anchorage DEPARTMENT OF COMMUNITY PLANNING P.O. Box 196650 · Anchorage, Alaska 99519'665E,o~u~,~ ~ ZONING VARIANCE A. Please fill in the information requested below. Print one letter or number per block. Do not write in the shaded blocks. Case Number (IF KNOWN) 2. I~lwl-I~l~l~l I I I I Iit11111111 Petitioning for 1IIIIII L[! Abbreviated legal description (T12N R2W Sec 2 Lot 45 or Short Sub BIk 3 Lot 34) full legal on back page. IRIAINI~IolMI I~I~IDIGI~.I ISI~I I"1~1~111111111111 IIIIIlilllllllllllillllllltft4~l Petitioner's Name (Last - First) I~1 pi ~to IIII111111111111111111 !1III!11111111111IIII!1111 Petitioner's Representative or Contact Person IIIII Address P.o. Box 196639 City ~ State Ak. Phone No. 786-6400 Zip 9951~ 6, Current Zoning 7. Petition Area Acreage 8, Grid Number 10. Hearing Date 11. Principal Tax No. 12. No. Parcels MAY Address P.O. Box 196639 City Anchorage State Phone No. 786-63S4 0 Ak. Zip 99519 Traffic Analysis Zone 13. Fee $ 350.00 14. Community Council B. I hereby certify that (I am) (I have been authorized to act for) the owner of the property described above and that I desire a variance in conformance with Chapter 21 of the Anchorage Municipal Code of Ordinances. I understand that payment of the basic variance fee is nonrefundable and is to cover the cost associated with processing this application, that it does not assure approval of the variance. I further understand that assigned hearing dates are tentative and may have to be postponed by Planning Staff or the Zoning Board of Examiners and Appeals due to administrative reasons. DATE SIGNATURE *Agents must provide written proof of autttorizltion. ^\ / Avenue 4 5 2A 2B 3B 3B 8 R-3 SL /~,.0. 84-2i ? \ 5A 9 3 C. Additional documentation submitted: 1. As-built or proposed site plan to scale 2. Building floor plans to scale 3. Building elevations × 4. Photographs 5. Topography map of site 6. Building Permit × 7. Other items D, Date discovered variance needed o4 E. Code citations involved: AMC 21 AMC 21 AMC 21 AMC 21 AMC 21 AMC 21 / 17 / s9 The existing situation is Structure does not meet side yard setback requirements, structure is 23.3' from lot line, zoning requires 25'. G. Granting this variance would permit the issuance of a Certificat~ of Occupancy and would allow the home to qualify for investor financing. H. Please indicate below to the best of your knowledge if any of these events have occurred in the last three X years on the property. Rezoning ~ -~.~3 ~Z. Subdivision Conditional Use Zoning Variance Enforcement Action for Building/Land Use permit for Case Number Case Number Case Number Case Number Completion of items necessary for issuance of finals Full legal description for legal advertisement (use separate sheet if necessary). Lot 2B. Ransom Ridqe Subdivision 3 The Zoning Board of Examiners and Appeals may only grant a variance if the Board finds all of the following six (6) conditions are met. Each condition must have a response in as much detail as it takes to meet the condition. Please use additional paper if there is not enough room here for your response. The applicant hereby alleges that: 1. Special conditions exist which are peculiar to this land, structure, or building involved are which are not applicable to other land, buildings or structure in the same district. These special conditions are: This property was acquired through foreclosure. Current owner was not responsible for the construction of the home and was unaware of the violation. 2. Strict interpretation of the provisions of the Zoning Ordinance would deprive the applicant of rights commonly enjoyed by other properties in. the same dist~rict~u ,nde( the terms of the ordinan, ce. These rights are: variance requested is 20~ incnes, siae ±o~ ±lne variance. It is 5ne owners understanding that the adjacent property also requested and was granted a similar variance. 3. The listed special conditions and circumstances do not result from the actions of the applicant and such conditions and circumstances do not merely constitute a,pecuni~a, ry. (mone~tary)hardship or inconvenience in that: The current owner did not create ~ne conal~lon an~ was unaware of the situation at the time the property was acquired. The violation prevents the issuance of a C.O. and therefore the home can not qualify for investor financ- ing. Granting the variance would be in harmony with objectives of the Zoning Ordinance and not injurious to the neighborhood or otherwise detrimental to public welfare for the following reasons: mhe variance requested is minor and is not apparent when looking at the neighbor- hood. The home was constructed in 1984 and this violation has not presented any pwnhl~m~ ~n the pa~, 5. Granting the variance will not permit a use that is not otherwise permitted in the district in which the property lies in that: The variance requested is not a use variance but a d~mensiona± variance. We have been· informed that similar type variances have been granted previously within the area. 6. The variance granted is the minimum variance that will make possible a reasonable use of the land, building or structure in that: mh~ v~ ~] etlon amount is 1.7' ~ the amount of variance re- quested to comD1v. 20-032 (Rev. ~/87) Page 3 ,FDIC Federal Deposit Insurance Corporation Following is a list of property owners within Ranson Ridge Subdivision that were contaced for their feedback on this variance request: Legal Lot iA & lB Lot 2A Lot 2B Lot 3A & 3B Lot 4 Lot 5 Lot 6 Lot 7 Lot 8 Owner Mr. & Mrs. William W±lkinson Unable to locate owner Subject Property Mr. & Mrs. George Clemons Mr. & Mrs. George Strickler Yes/No Mr. & Mrs. William Strickler Unable to lo.cate owner Mr. Jack Danielson Mr. & Mrs. Jeffrey Byrne it Lin' ~urvey (~rtificxrl'lon MAY 3 0 198~ Prel~md by Professional Lzlnd Surveyor, ;~-z - 2~/2- Scale..' / '/_- ~'~" Date Drawn: ~_~ ,.,~- //, ,~, Field Book: ~,~,_/ Re~erence: Prepared for: Left Side View-Facing East Right View-Facing East front View-Facing South Mast Street Scene-Facing South Subject Property is on the left Street Scene-Facing North Front View-Facing East Rear View-Facing NorthWest Rear View-Left Side Facing West Rear View-Right Side Facing South