Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
SUN VALLEY BLK 2 LT 6
Sun Valley Block 2 Lot 6 #078-111-07 10/01/2013 12:28 9073571598 E&D WATER WELLS 11 OCT-O1-2013(TUE) 1Gi55 toner cnntractin9 maxilla (FRR)907357351 09/3E/2013 13:37; 9873571596 E&11 WATER WELLS Development Services Deparhaent Building Safety 'Division On.Site Water & Wastewater Program 4700 Elmore Road P.C. Bax 196650 Anchorage, AK 99507 www.mun: grg/onite (907)343,7944 Pump Installation Log Well Drilling !sonata, Nnwber: SW„fly fie, Date of Issue_ Paraet Identification Number:I PAGE 02/03 P.001/001 PAGE 02/02 Legal Deseripti0n Sustrtalhi4:y Is 4 G ISLE a. Property OsmeeName & Addream eye€.+ Co#., hetoicMM7 Pump Iaafiftion Date: Pump was Depth Below Top of Well Casing: 4ffeet Pump Manutacenrer's Name: ..5-0•C tamp Model: aieaiatilrCct'..g-, Pump Size YL hp reams Adapter Barba depth I Z foot Pitiless Adapter Maaulaeturrefs Name: QCi Z 600 Playa Adapter iwtauet l G -UQ r -q plat, Sc f at us W41 Disinfected Upoa Gompteeiaa?g Ves 0 No Method of Disinfection: abon %Nes Ff`7e&d/'S Comments: Pomp instiller Name; el*. 0 hes(-Pat..; $f C6 - Attention: The pump atcialier shall provide a pump ittsWlationlog to the DSD within 30 a y# oi;Rap imiiliatitm. 15/01/2013 12:28 9073571598 E&D WATER WELLS 3530 West Spence Ln. Wasilla. AK 99623 (407) 3731598 Fax: (907) 357-;593 PAGE 03/03 Borough Subdivision Stlh oaseY Lot G B ,a, Section QTRS. Section To44nsbip 1 Runge M ere Location 1 Sketch j (ra 012:44(.04145A d Sum— u.rattsrE4 Well Owner c0Aa 4 r ;..a • Depths Measured From" gCasing Top 0 Grtwnd Surfitet Well Depth: - Date Of Completion .Depth of Casing,: . 2 I I Depth nfCasing- Pt Borehole .data: Depth MateHai Ty pr rfi Color Peon To _.G_ Sr. �/ 0 3 Depth To Static Water Level: '. AP1 ft Below Et Top of casing 0 Ground Surther Date: 2 /4/1/13 .5.0.:1- --sjrlrit`wa, ,3 r eik alitterietS tF �'RA►tttC, % j l/ Method Of Drlihngt AS Air Rotary 0 Other 0 Cable Tool /� rl� _ 4itf (4t7 44.sc / 2 Use Of Well: r� Domestic cl 08ubfic supply Cl Other {rrigation 0 Monitor /� CLsr 6,e.0 c ,,7t _, /� 4 r Casing Stick -Up: Pt. him, C "In. to Ft. Casing Type. ....Jilt ...Jilt In. to_ Ft. f V ;ern' Sear (5.A. tK'` , C % `y / / well IntakeOpening Typo: 0 Pefrorared ° Open Hole Depths or Openings: t b Open End L7 Screened s J To: > Pt. ( F i / ttt b/CIeu x 'y '``y ! J �'� Screen type: Jt.6 Aa -C.. Diaay a er. to Slot/Mash Size• Length- Ft ""� - Gravel Pack 'type. Asteatt Volume Used: Depth to Top. Groat Typeatiame Depth: Prem., P1 lb Ft ticvcloprn cot Method• ....LL, Duration: l Ni uee P��u,mvp�.i�ng. Love' & Yield: II Pt Atier_��it's g Pumping trirl, gpm .[.sL.i ump.intake Depth: I WcfkDisinfected Upon Cont Et. Horsepower: lotion? CI Yns le No CONTRACTOR INFORMATION: Cc tj .h #c WCL.0 S Registered Business Nagle Signature ofAuthorization R native Date REMARKS: ft Municipality of Anchorage On -Site Water and Wastewater Program • (907) 343-7904 Page of ON-SITE WASTEWATER INSPECTION REPORT Permit Number: OSP131182 PID Number: 078-111- 07 Dwelling: ■ Single Family (SF) ❑ Duplex (D) ❑ Multiple (SF and/or D) Project: ■ New ❑ Upgrade Name: KAANDA LLC ABSORPTION FIELD Address 2431 W 100th Ave Anchorage, AK 99575 ❑ Deep Trench ■ ❑ Other Shallow Trench ❑ Bed ❑ Mound Phone 907.357.3073 Number of Bedrooms 4 Soil Rating 1.2 GPD/SF Total depth from original grade 4.3 Ft. LEGAL DESCRIPTION Depth to pipe invert from original grade Gravel depth beneath pipe Subdivision Block Lot Sun Valley 2 0.3 Ft. 4 Ft. 6 Fill added above original grade Gravel length Township Range Section 3.0 Ft. 50.0 Ft. Gravel width Beds: Number of Lines Distance between lines SEPARATION DISTANCES 5.0 Ft. -- -- Ft. To From Septic Tank Absorption Field Lift Station Holding Tank Sewer Line Total absorption area 500 Ft' Number of trenches 1 Dist. between trenches -- Ft. Well >100' >100' n/a n/a <25 TANK 4 Septic • S.T.E.P. ■Holding • Other Manufacturer Capacity Surface Water >100' >100' n/a n/a Anchorage Tank 1250 Gal. Material Number of compartments Lot Line >10' >10' n/a n/aNA Steel 2 Foundation >20' >40' n/a n/a LIFT STATION Manufacturer Capacity Curtain Drain none none none none Gal. Remarks 1) 2- inches of rigid insulation (extruded) Pump on level at Pump off level at High water alarm at installed over the entire septic system. in. in. in. 2) To Tank: ABS 2661; Drainfield: PVC 3034 Pump make and model Electrical Inspections performed by Installer PIPE MATERIAL House to tank Note 2 d (Tarte afieldo PVC I Guaranteed Services Drainfield Note 2 CO/MTpvc Inspector Charles Leet, P.E., Brandon Jones is BENCH MARK (Assumed elevation) 90.37 tt lnspda es 1st 10/9/13 2nd 10/15/13 Location and description 3'" 10/24/13 4"' 11/6/13 Northwest Property Corner COMMUNITY DEVELOPMENT DEPARTMENT APPROVAL Conditional Approval: Date Engineers Stamp titOF f littyy *' T 1• :`• d hf Date 12/2/3 ��� i Im• t 20 4!) ,a: #0,3,:, Cha as *. beat , z'� ,,�•4„..�i ::::- �:t����.�= 5/8" BENT REBAR / ELEV. 90.37 CLEANOUT 5 1 MT 2 RECORD DRAWIN G X 123.1' G1 10 115% n I RETIRVED x I ITE 5 WIDE X 5 119.15' MT 1 CLEANOUT 4 \ 1015% 92.86' DBL Co DBL COST DOUBLE CLEAN OUT WITHIN 10' OF SEPTIC TANK 1250 GALLON STEEL SEPTIC TANK OR EQUAL X 121.63' 8• SWING TIES A 5 CO 4 Sr 1 30.5 27.3 ST 2 37.0 34.3 DBL CO 2 39.2 36.4 DOL CO 3 41.7 38.5 MT 1 85.6 76.4 Co 4 84.5 76.7 Mr 2 114.7 43.0 CO 5 116.7 45.8 10% WELL sg000ppp� P S9F°AG 114 cf,r �° 1 °° �DdD TH 4 Charles A. Leet _�� s °° CE 10480 ° ti°wd ��Qdb000oo001`llgv�3 Engineers: Planners: Surveyors ALASKA RIM ENGINEERING, INC. 9131 E. FRONTAGE ROAD, SUITE 1 PALMER, AK 99645 PH: (907)745-0222 : FAX: (907)746-0222 EMAIL: akrim@alaskarim.com : WEB: www.alaskarim.com WO: 13-00198 PAGE: 1 t ut StDtbX TtI S Conventional Single Family Residential SEPTIC LAYOUT LOT 6, BLOCK 2, SUN VALLEY SUBDIVISION. ©2013 SOD. ABSORPTION SYSTEM SEE DESIGN SHEET RECORD DRAWING CAPPED VENTS DEL CLEAN OUT 50' 2' 4—INCH FOUNDATION CLEANOUT 110.7 16' i T ANCHORAGE TANK STEEL SEPTIC TANK INVERT IN 109.6' INVERT OUT 109.4' FINISH GRADE 114.3' SEPTIC SYSTEM PROFILE 2—INCHES OF RIGID INSULATION OVER ENTIRE ABSORPTION SYSTEM 4—INCH ggoppppow, _g EOF 4 S,s... 1 <9°�9D00 er *ice `49TH %`' .<o �� o o A ; Charles A. Leet s i d s CE 10480 tied QIQl�ao ...o� � Q %.0\ IONPbo�' „olS Engineers : Planners : Surveyors ALASKA RIM ENGINEERING, INC. 9131 E. FRONTAGE ROAD, SUITE 1 PALMER, AK 99645 P14: (907)745-0222 : FAX: (907)746-0222 EMAIL: okrim@alaskarim.com : WEB: www.olaskarim.com WO: 13-00198 PAGE: 2 SCALE: NTS Conventional Single Family Residential LOT 6, BLOCK 2, SUN VALLEY SUBDIVISION. ©2013 RECORD DRAWING WIDE DRAINFIELD PLAN VIEW PERFORATED PVC HOE ORIENTATION (HOLES DOWN) SECTION X—X PERMEABLE GGEOTERT08 GROUND SURFACE 2' INSULATION 05 5' 3' 02.5 it \moo •.:��.'.: _o •t\ 71•''4=.' .:., Y 2-12' :+: ROCK L •o I �_ao7. 4 'e rte,etto DRAINFIELD DETAIL 02.2' 48" DEPTH OF GRAVEL ELEV. 98.2 GROUND %j I"II LOVEABLE 1111 viACE 1II IIIIIII y rte. 0 0 eir cga r , ft 0 °' 93.6 �_`+� ELEV. 88:9- , ,. I- gopO B.O.H.^B8•. }� c DRAINFIELD SECTION alekE Engineers: Planners : Surveyors •0c. r rm.�0 • r MONITOR TUBE DETAIL NON PERFORATED PVC ABOVE SEWER ROCK Coupling 4' PVC PERFORATED • e' INTERVALS IN SEWER ROCK ALASKA RIM ENGINEERING, INC. 9131 E. FRONTAGE ROAD, SUITE 1 PALMER, AK 99645 PH: (907)745-0222 : FAX: (907)746-0222 EMAIL: akrimOalaskarim.com : WEB: www.alaskarim.com WO: 13-00198 PAGE: 3 SCALE: NTS rev:p 10/10/2012 Conventional Single Family Residential LOT 6, BLOCK 2, SUN VALLEY SUBDIVISION. DESSIGN JUNE 2013 TE ©2013 3530 West Spence Ln. Wasilla, AK 99623 (907) 373-1598 Fax: (907) 357-1598 Borough Subdivision Sur► VOLU C yc Lot Block 2 Section QTRS. Section Township Range Meridian Andel Location / Sketch t, oc„'uFic(441.5M Stat Lon tt'rr Well Owner ELLe'c Coo-Adacf;°,._.7 Depths Measured From: Casing Top Surface Well Depth: • eel,Ft. Date Of Completion / it? ■ Ground Borehole Data: Depth Material Type & Color From To Depth of Hole: Depth of Casing: /CIFt. Siert te ge/, 3 DWI; To Static Ft Below Water Level: Er Top of Casing ElGround Surface 50, it ` �X eto, 3 r Date 2/21/J..rl =S F Geigery RpueC r, Method Of Drilling: a Cable Tool Air Rotary • ■ Other /wi( L /�/'o7 �Y�//'�a (it C ( 3, Use Of Well: 7� ❑Public Supply Domestic 0 Irrigation 0 Monitor ■ Other C�,y ( 4 0 of C 3f / (fir Casing Stick -Up- Casing Type: tiadaSerece .%i Ft. Diam: .,2j1 C "In. to Ft. In. to Ft. V 6ern.Well l 6A/0114 C /ajar 6A/0114 61 y Np Intake Opening g Type: Open Holeo Open End 0 Screened 0 To r/ ' Ft. Perforated • Depths Of Openings: � a/ 6,e.c - c C ) ?I6 / 7 / 41, it b�� 7 gf/ Screen Type: AAA -0C Diameter: In. Ft Slot/Mesh Size: Length: / Gravel Pack Type- VolumeUsed: 0114110‘01,-- V /tipVolume Depth to Top. / Grout Type: S&tall Depth: From Ft. me• - to Ft Development Method- Duration. / Ai Q .tits a Pumping umpping Level & �. Ft After Yield: ___/___. firs Pumping gpm ° p Intake Depth: Ft. Horsepower: We }Disinfected Upon Completion? 0 Yes Jia No CONTRACTOR INFORMATION: Ceo wt4 wCt S Registered Business Name REMARKS: ;23-13 Signature of Authorization Representative Date 09/30/2013 13:37 9073571598 E&D WATER WELLS Mark Begich Mayor Development Services Department Building Safety Division On -Site Water & Wastewater Pregnant 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 www.r uni,orq/onsite (907) 343-7904 Pump Installation Log Well Drilling Permit Number: SWQ 5-P/3 (f e,_, Date of Issue: Parcel Identification Number: C PAGE 02/02 Legal Description • sux u►sl<i. it 4 6 &ka, Property Owner Name & Address: gye Car- S,.c lws Pump Installation Date: i - /7— /3 Pump Intake Depth Below Top of WeU Casing: ,feet Pump Manufacturer's Name: •5 )C vet it Pump Model: q('.ens-, Ck. ^L Pump Size /% hp Pitiess Adapter Burial Piepw: 1 Z feet ( Pitless Adapter Manufacturer's Name: �7'S Z tOe Pitless Adapter Installer: G—ug rc rdtvPce (U uS Well Disinfected Upon Completion?g Yes ❑ No Method of Disinfection: Caen' Alt ffrio6iths Comments: Pump Installer Name: G17Dfr4C 4-)Ctts %KC Attention: The pump installer shall provide a pump installation log to the DSD within 30 d ys of pump installation. On -Site Water & Wastewater System Permit Permit Number: OSP131182 Tax Code Number: 07811107000 Work Type: WellSeptic Permit Effective Dates: July 16, 2013 MUNICIPALITY OF ANCHORAGE Development Services Department On -Site Water & Wastewater Program 4700 Elmore Road, PO Box 196650 Anchorage, AK 99519-6650 Telephone: (907) 343-7904 to July 16, 2014 Design Engineer: ALASKA RIM ENGINEERING Subdivision: SUN VALLEY Site Legal Address: SUN VALLEY BLK 2 LT 6 G:0859 Owner/Address: KAANDA LLC 2431 W 100TH AVENUE ANCHORAGE AK 995152213 Site Mailing Address: 2991 SUN VALLEY DR, Eagle River p j� 9-13 /0:3t Lot Size in Sq Ft: 114268 Total Bedrooms: 3 This permit is for the construction of: Y Disposal Field Y Septic Tank N Holding Tank N Privy Y Private Well N 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 (18AAC72) and Drinking Water Regulations (18AAC80). 3. The wastewater code requires inspections during the installation. The engineer must notify the Development Services Department at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 (24 hours). 4. From October 15 to April 151 a subsurface soil absorption system under construction during freezing weather must either: A. Open and Close on the same day. B. Covered, sealed, and heated to prevent freezing. Received By: Issued By: COI teUL.vs 44.e &LS'h,44(d's 3.o4‘) &p/'L.. MUNICIPALITY OF ANCHORAGE Community Development Department Development Services Division On -Site Water & Wastewater Program Phone: 907-343-7904 Fax: 907-343-7997 ON-SITE SEWER/WELL PERMIT APPLICATION Parcel I.D. 078-11-107 Property owner(s) KAANDA LLC/ Byler Construction Day phone 9073573073 Mailing address 2431 W. 100th Ave. Anchorage, AK 99515-2213 Site address Legal description (Sub'd., Block & Lot) Lot 6, Block 2 Sun Valley Legal description (Township, Range & Section) 64) Lot Size 2.6 acres Sq. Ft. Number of Bedrooms 3+Bonus APPLICATION IS FOR: (E all that apply) Absorption Field ❑x Septic Tank Holding Tank Privy Private Well Water Storage APPLICATION IS AN: Initial Upgrade Renewal TYPE OF DWELLING: Single Family (SF) x❑ (w/wo ADU) Duplex (D) ❑ Multiple Dwellings ❑ (SF and/or D) THIS APPLICATION INCLUDES A VARIANCE / WAIVER REQUEST FOR: Distance: I certify that the above information is correct. I further certify that this is in accordance with applicable Municipal Codes. 74-/V,6 ignature of property owner or authorized agent) Permit/Rush Fees: �30°-� Date of Payment: 7/3//.a Receipt Number: tt to 99 3-0I Permit No. V/; / I ea Permit App_ :•;:..,:c. Waiver Fees: Date of Payment: Receipt Number: Waiver No. C� ALASKA RIM ENGINEERING, INC. ENGINEERS — PLANNERS — SURVEYORS 9131 E. Frontage Road Palmer, Alaska 99645 Telephone (907) 745-0222 Fax (907) 746-0222 Online at: www.alaskarim.com October 10, 2013 Jay Crewdson Onsite Water and Wastewater Municipality of Anchorage P.O Box 196550 4700 Elmore Road Anchorage, Alaska 99519-6650 RE: Sun Valley Block 2, lot 6 Subject: Change Order Request Dear Mr. Crewdson; On October 9, 2013, a site visit was conducted to collect elevation data to monitor the groundwater. Benchmark During the original site investigation, the northwest property corner of the lot was selected to be the project benchmark. The project benchmark used, has an elevation of 90.37 feet, set by the project surveyor. The septic design for the project has based its elevations on this benchmark. Groundwater On October 9, 2013 Brandon Jones, Engineer Technician and I went to the site to measure the depth of the groundwater. A typical steel retractable tape measure the groundwater depth was determined to be 7.58 above the bottom of the test hole. The bottom of the test hole elevation determine to be 86.35 feet. Based on the bottom elevation of 86.35 the ground water on October 9, 2013 was 93.93 feet. This is 5.63 feet higher than used during design. cos ALASKA RIM ENGINEERING, INC Sun Valley_ Block 2 , Lot 56 Charles A. Leet 2 In Summary Municipality of Anchorage requires that the bottom of the septic rock be a minimum of four -foot above the seasonal high groundwater table, AMC 15.65.060. From the measurements and data collected, the season high water table is 93.93 feet. With collected data, I can safely say that the bottom of the rock in the absorption field will need to be at 97.93 feet or higher. We propose a bottom of field elevation of 98.00, and an invert elevation of 102. Using 2" of rigid insulation ( DOW Chemical Co. Styrofoam. HI or equal), we propose a finish grade of 105.00. Elevation Corrections With the request we are also correcting a typographical mistake. During our original survey we assumed an elevation of 100 feet on the Northwest property corner. Subsequently, the surveyor of record established the elevation of 90.37. A difference of 9.63. Unfortunately, this was not caught of the original design documents. This change order request and corrects that typographical mistake. Should you have any questions or comments please do not hesitate to contact me by telephone or email chuckAalaskarim.com. Sincerely es A. Leet, P.E. Senior Engineer Encl: Section view Profile: 13-00198 ALASKA RIM ENGINEERING, INC. ENGINEERS—PLANNERS—SURVEYORS 9131 E. Frontage Road Palmer, Alaska 99645 Telephone (907) 745-0222 Fax (907) 746-0222 Online at: www.alaskarim.com June 29, 2013 Mr. James A. Crewdson, P.E. On -Site Services Program MOA Department of Health & Human Services P.O. Box 196650 Anchorage, Alaska 99519-6650 RE: Sun Valley Block 2, Lot 6 Subject: Permit Request — Design Narrative Dear Mr. Crewdson: The owner of the above referenced lot is proposing a 3 -bedroom single-family residence. We are requesting a plan review and a permit to install a well and septic system to serve the proposed development. Soils One test hole was excavated and two percolation tests were performed by Alaska Rim Engineering, Inc. on May 14, 2013. The approximate location of the test hole is located on the attached site plan and is identified as TH #1. The soils were visually rate SW -GW with cobbles. Percolation test were performed to verify the percolation rate see percolation test sheets. The percolation were excavated up gradient of the test hole see site plan for location. On May 23, 2012, groundwater was observed 14 - feet below the surface, no change in elevation since May 14tH Topography The site has a about a 5- foot bank coming off the road right of way then flattens out to create a bench where the house and proposed septic system will be place behind the house the lot rises up to Hiland Drive AT A 25-30% grade. The area around the septic field is sloped about 10-15% with drainage to the west. Drain Field Design The dwelling proposed is a three-bedroom with a bonus room over the garage with an estimated daily wastewater flow rate of 600 gallons per day. The proposed wastewater application rate from the perk test is 1.2 gal/day/sft. The required absorption area is 500 square feet. Proposed is a wide drain field (five wide) with 48 -inches of gravel and a length of 100 feet. The reduction factor for a wide drain ALASKA RIM ENGINEERING, INC Sun Valley Block 2 Lot 6 Charles A. Leet 2 field with 48 -inches below the pipe is 0.5, therefore the constructed length drain field will be 50 feet. Enclosed are drawings of the proposed system. Surrounding Properties There are no water wells within 100 feet of the proposed septic system. This property and its neighboring lots are on private wells. Surface Waters There is no surface water within 100 feet of the proposed upgrades. We do not anticipate any adverse effects on the neighboring, septic systems, reserve areas or drainage patterns by the installation of the proposed septic system. This subdivision is server by a community water system. Should you have any questions or comments please do not hesitate to contact me by telephone or email chuck@alaskarim.com. Sincerely, Alaska Rim Engineering, Inc. Charles A. Leet, P.E. Project Engineer Encl: Permit Application Permit fees Soil Logs(1) — Percolation Tests (2) Site Plan (3) Cc: Client AK Rim File # 13-00198 ALASKA RIM ENGINEERING, INC Engineers... Planners... Surveyors \\Server\prolects\2013\1300198 Sun Valley B2 L6\0700 Drawings\701 Working Drawings\Drawing26-30-2013.dwg, SITE PLAN VIEW, 7/2/2013 9:45:33 AM, Lett QCharles A. Leet CE 1 480 QQQ�Q(1%1 P OFEOS1* dib~ � 000 ?Aka /1 ARE Engineers : Planners : Surveyors ALASKA RIM ENGINEERING, INC. 9131 E. FRONTAGE ROAD, SUITE 1 PALMER, AK 99645 PH: (907)745-0222 : FAX: (907)746-0222 EMAIL: akrim@alaskarim.com : WEB: www.alaskarim.com WO: 13-00198 PAGE: 1 Conventional Single Family Residential SITE PLAN LOT 6, BLOCK 2, SUN VALLEY SUBDIVISION. @2013 X 123.1 5/8" BENT REBAR ELEV. 90.37 1 CLEANOUT (TYP T, (TYR) WIDE X 50' DRNFLD X 119.15' DOUBLE CLEAN OUT WTHIN 10' OF SEPTIC TANK 1250 GALLON STEEL SEPTIC TANK OR EQUAL 121.63' MT (TYP) 1•=50' PRO'OSED WELL Engineers: Planners: Surveyors ALASKA RIM ENGINEERING, INC. 9131 E. FRONTAGE ROAD, SUITE 1 PALMER, AK 99645 PH: (907)745-0222 : FAX: (907)746-0222 EMAIL: okrim@alaskarim.com : WEB: www.alaskarim.com WO: 13-00198 PAGE: 2 7//5/2.a 3 Conventional Single Family Residential SEPTIC LAYOUT LOT 6, BLOCK 2, SUN VALLEY SUBDIVISION. ©2013 grvcr\nrnipnh\7a19\190019R Sin VaIIPv R91 R\0700 Drawinnc\701 Wnrkinn llrawinnc\Orawinn9F-90 9019dwn TRRHCH (MIDI 10/10/9019 1n F6 74 AM 1 PUP!' 17 Col WIDE DRAINFIELD PLAN VIEW 1 5' f 0 perforated PVC hole Itation nmdown) SECTION X—X permeable 1 105' Insulation. 3' -4° PVC drain pipe, w'/ holes down 48" 102' Depth of gravel ELEV. 108.0 98.00' DRAINFIELD DETAIL DRAINFIELD SECTION MONITOR TUBE DETAIL _,,,00DDpOD ,I r ° 49TH /\ e* �D D �Q •�,?° ° Charles A. Leet :42,-,/ Q0 f •• CE 10480 ° °C c t %'RpFESS10Pdd� ' ALASKA RIM ENGINEERING, INC. 9131 E. FRONTAGE ROAD, SUITE 1 PALMER, AK 99645 PH: (907)745-0222: FAX: (907)746-0222 EMAIL: akrim©alaskarim.com : WEB: www.alaskarim.com WO: 13-00198 PAGE: 3 Enpineers: Planners: Surveyors SCALE: NTS rev:p 10/10/2012 Conventional Single Family Residential LOT 6, BLOCK 2, SUN VALLEY SUBDIVISION. DESIGN JUNE 2013 ©2013 Performed For. Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 ww vmunLorg/onsite (907) 343-7904 Soils Log - Percolation Testa( en4(5 Beier -t ` jt °Cts - Date Performed: Legal Description: S_WA V 0..1, Pte{ !Cit- I-0400msiliPi Range, Section: Site Plan Depth (Feet) 0 n(C,R \tt4 ■■■■ an. ■■ ■■ 0-1 Ellaill cc 0 Milli t MEM ULlM■ ■■■■ Mall J.{ ' 5- , 6- 7- • d. 8- °v 9-v p", 10- WAS GROUNDWATER ENCOUNTERED? IF VES, AT WHAT DEPTH? • Depth to Water After C". CI) 10-R-ro13 Monitoring? Ga). (L{ IiQ.s i�N 4 S L 1 4 tompannumn Piraii`flr9' Date: (i,43/a015 II'' 1111 Perk l�o(e k( "Il�anct S6 k. i'+ TN (i(tcor no IXf-i'-irgfshot�eq�I Reading Date Cross Time Net Time Depth to Water Net Drop S-, IV t►,2c) i® iCel(t a -1()/(it, 2- WAD l� &/i, a I° 3 it :tip 'l9 4 - 6 (t. R -10 y t ( 1 Sb (o l -621t4, 2 - (D I (6 S 12.60 (p Li -6-4 a - ((i 4, 12.1.(o 16 It N sl(4 a - NV. 7 ► z:za Ib G _ 57110 2- Il PERCOLATION RATE r(minutesfinch) PERC HOLE D AMETER (n TEST RUN BETWEEN Sj FT AND • Y ` ,_(_ COMMENTS Per" s b x )S P�/m. 1.)40�% k v l G -1- BSI h0 L •. Peck -1 es uIQS cl©nP Q4r \oo _ 6Sc To(° OF Iil IF.LEV 10 ' 79 PERFORMED BY: -- PERFORMED IN ACC RDANCE WITH ALL STATE AND MUNICIPAbsGwogLINES IN EFFECT ON T CERTIFY THAT THIS TET AS HIS DATE. DATE: 7f 018 is Performed For. 'Deng; s \ec{ `�' jtC C°.Ons- Legal Desatption: CJSSAV C' t k ct Bloat a � shp• Range, Section: Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Pm gram 4700 South Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 Percolation Test4t-Z. Date Performed: 1- 2- 3- 4- 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- 16- 17- 18- 19- 20 - Depth (Feet) e WAS GROUND WATER ENCOUNTERED? IF YES, AT WHAT DEPTH? Depth to Water After Monitoring? Date: S L 0 P E Site Plan 5 chAkeiciAth li re q^O • c--- ..- •.,e• Reading -- . Date Gross Time Net Time Depth to Water Net Drop. ( 5'11--a013 (\ z5- 10 1-i- WIC, 07' VA. Z. 11. 3s IO 4 -Nto 9-'1‘, 3 Ms 10 4-4r alb q ti5s- to 4-9/, a-s/t‘ 5 (.os t 1,0 4-ii(4 q-/1, a-Vue 02-9/14 10 ft(J PERCOLATION RATE 3601 (minutesnnch) TEST RUN BETWEEN COMMENTS { — _ 1 • v. 1h 0_0 .k- i• IA_ a"ln 9a S0iL 5W cil+ I:l e_ ornd CAa , oo_k_ ie+S Ao4 n aver-,,, 60.5 r7-5-Ro?piy �-ev 7//&/2/3 CERTIFY THAT THIS TES AS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIP •t GUIDELINES IN CT ON THIS DATE. DATE: FT D PERC HOLE DIAMETER FT t o� e PERFORMED BY: Le MUMMFAUTY OF ANCHORAGE Development Services Department Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I. D. 078-111-07 1. GENERAL INFORMATION Complete legal description SUN VALLEY BLOCK 2, LOT 6 Expiration Date: 12- —/�-2-/ Location (site address) 2991 SUN VALLEY DRIVE, EAGLE RIVER, AK 99577 Current property owner(s) BENJAMIN & SHANNON HOUSTON Day phone Mailing address Real estate agent PO BOX 771524. EAGLE RIVER. AK 99577 2. TYPE OF DWELLING: ® Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 3. NUMBER OF BEDROOMS: 4 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Private Well ® Private Septic Water Storage ❑ Holding Tank ❑ Community Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ Waiver request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ v Waiver Fee $ Date of Payment s a Date of Payment Receipt Number "9-0 1 5 Receipt Number COSA# OCG?_ 1 1514 � 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. I acknowledge that On -Site staff may visit the site to verify the information submitted. Name of Firm FIRST WATER CONSULTING Phone 907-350-9566 Address 13030 SUES WAY, ANCHORAGE, AK 99516 Engineer's Printed Name CURTIS HUFFMAN, PE Date 9/7/2021 Comments: This investigation was completed in compliance with MOA guidelines, regulations, and best industry practices / methods. The assessment of the condition of the well and septic applies only to the conditions as of the day tested. The flow and absorption rates may change due to subsurface conditions that may not be observed from the surface, changes in land use, �•+t7' 0X N \` local soil characteristics, groundwater levels that may fluctuate during the year, quality ofi construction (workmanship & materials), the water usage of the family being served by the • ' • •,;'j� �1 system and maintenance. The operational life of all well and septic systems are subject to ��T • • these various and dynamic characteristics and are outside the control of the evaluator of the g '• •9 �� well and septic system. Therefore, any estimate of how long a system will function satisfactory *; • TM ••* / for current or future occupants or guarantee that no unseen encroachments, deficiencies or .. .... .. ... l/_ discrepancies exist can be given by First Water Consulting & FWN �¢ DSD SIGNATURE ((� c�`• • CCE 12uffman •.4 c 8991 System #1 Approved for bedrooms 4-.W7121 l� A`_.4� System #2 Approved for bedrooms � pROFEW0N _�1� Disapproved Conditional approval for bedrooms, with the following stipulations: .kkl`����tcccrrrrrrrr 0A1-s/71� ° OGS` y: v`-`- l Original Certificate Date: q - W-21 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: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other Legal Description: SUN VALLEY BLOCK 2 LOT 6 Parcel ID: 078-111-07 If more than 1 septic system on lot: COSA Checklist # _of A. WELL DATA ® Well log is filed with Onsite (or attached) Date drilled 7/23/2013 Total depth 81 ft Cased to 81 ft ® Sanitary seal is functioning correctly ® Wires are properly protected Casing height (above ground) 18+ in. Date of flow test for COSA 8/27/2021 Static water level at beginning of test 23 ft. Well production at time of test 4.3+ gpm Comments B. TANK DATA Age of tanks) 8 years Tank type/material SEPTIC /STEEL Measured operating fluid level in septic tank 50" ® Standpipes/foundation cleanout per record drawing Date of pumping 8/25/2021 D. ABSORPTION FIELD DATA Which system tested (date installed) 10/9/2013 ® ALL standpipes present per record drawing Total measured depth from grade *7.2 ft (max) Measured depth to pipe invert from grade 2_8 ft (min) ❑ N/A — pressurized field ® Monitor tubes go to bottom of effective. If not, state. depth into effective ® Code -required soil cover over field (w1 INSULATION) ❑ System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced gallons Comments/Deficiencies: *AT MT Structure served by this system _ Water storage tank volume NA gallons Well disinfected for coliform test? ❑ Yes ® No ® Coliform bacteria is Negative Nitrate 0.53 mg/L ❑ Nitrate less than MRL (ND) Arsenic ug/L ® Arsenic less than MRL (ND) FW Collected byu Date of Sample 8/26/2021 __ C. LIFT STATION ❑ Required maintenance completed Age of lift station _ years Lift station material Comments: Adequacy test date 8/27/2021 Results E Pass For 4 bedrooms Fluid depth prior to test 3 in Water added 600 gal New depth 9 in Elapsed time 30 min Final fluid depth 3 in Absorption rate 600 gpd Any rejuvenation treatment (past 12 months) N If yes, enter date _„� E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well) Septic Tank/Lift Station on Lot > 100' ® Yes if No Community Sewer Manhole/Cleanout > 100' ® Yes if No ft ® Yes if No Neighboring Tank > 100' ® Yes if No ft Private Sewer/Septic Line > 25' ® Yes if No Absorption Field on Lot > 100' ® Yes if No ft Holding Tank > 100' ® Yes if No Neighboring Absorption Fields > 100' if No ft Animal Containment > 50' ® Yes if No ® Yes if No ft ft If septic tank is under driveway comment below Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' ® Yes if No ft ® Yes if No From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' ® Yes if No ft Surface Water> 100' ® Yes if No _ Property Line > 5' ® Yes if No ft Wells on Adjacent Lots: ® Yes Absorption Field > 5' ® Yes if No ft Private Wells > 100' ® Yes if No _ Water Main > 10' ® Yes if No ft Community Wells > 200' ® Yes if No _ Water Service Line > 10' ® Yes if No ft If septic tank is under driveway comment below From Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' ® Yes if No ft If absorption field is under driveway comment below Property Line > 10' ® Yes if No _ ft Wells on Adjacent Lots: Water Main > 10' ® Yes if No ft Private Wells > 100' ® Yes if No —ft Water Service Line > 10' ® Yes if No ft Community Wells > 200' ® Yes if No Surface Water > 100' ® Yes if No ft F. ENGINEER'S COMMENTS G. ENGINEER'S CERTIFICATION I certify that 1 have determined through field inspections and review of Municipal records that the above systems are in conformance with MOA COSA guidelines in effect on this date. 7H .... ....... Curtis Huffman ��c •. CE 128991 ,• �`�,�' ��� rslF'QFD 9110/21..��PROFESSIOW ft ft ft ft ft `il ft ft 1 ;` Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 Certificate of On -Site Systems Approval Parcel I.D. 078-11-107 Expiration Date: Z/Z I, 1. GENERAL INFORMATION Complete legal description Sun Valley, Block 2, Lot 6 Location (site address) 2991 Sun Valley Dr. Eagle River, AK 99577 Current Property owner(s) Kaanda, LLC Day phone Mailing address 2431 W 100th Ave. Anchorage, AK 99515 Real Estate Agent Day phone 2. TYPE OF DWELLING: D Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: Individual Well Individual Water Storage Community Class Well Public Water System 4 TYPE OF WASTEWATER DISPOSAL: Individual ❑ Holding Tank ❑ Community ❑ Public Sewer E WaiverNariance request for: Distance: Received by: COSA to be released to the engineer, unless otherwise requested by the engineer. tr2 t er Cs/� �i 1 e> r HikAn6tion e-AnI: t`elakAi — `tl ' kt pre-Lvo Jo Qvi I'.RE l6r-re COSA Fee $ 39 Date of Payment /1,9/3 /l//V -j Receipt Number /69900 0 0/6-6 COSA # 0-5C-131605 Date: ka t'`rb Waiver Fee $ Date of Payment Receipt Number 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 Alaska Rim Engineering, Inc. Address 9131 E. Frontage Rd. Palmer AK 99645 Engineer's Printed Name Charles A. Leet Phone 907.745.0222 Date 11/20/13 6. DSD SIGNATURE �P�� O F ACA• s�,I�� v System #1 Approved for LC bedrooms p y• T" gQ_ *iii System #2 Approved for bedrooms le \QF • • 0. ,' } • • : •et: m Disapproved s , Charles A. - ' ;Jere. ,� 'A. •CE10480/ •• �j= Conditional approval for bedrooms, with the followii>tj j�oatiios o�P::- ti 171 ON-SITEWATER AND WASTCWATFR:T;I:77 PROGRAM By: LJ7x) Original Certificate Date: /14 CA / 3 The Municipality of Anchora• 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: COSA Checklist X Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other COSA blue sheet_('• 1.. c 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: Sun Valley, Block 2, Lot 6 Parcel ID: 078-11-107 A. WELL DATA Well type Private If A, B, or C provide PWSID # Date completed 7/23/13 Sanitary seal (Y/N) Total depth 81 ft Cased to 81 ft. Date of test Static water level Well production FROM WELL LOG 7/23/1' 3 10 ft. 12 g.p.m. WATER SAMPLE RESULTS: Coliform ABSENTcolonies/100 mL Nitrate <MCL mg& Date of sample: 10%28/2013 Arsenic <MCL ug/L Well Log (WN) Y Wires properly protected (Y/N) Y Casing height (above ground) 36 in. AT INSPECTION new new new ft. g.p.m. Collected by: Brandon Jones B. SEPTIC/HOLDING TANK DATA Tank Type/Material Septic/Steel Date installed 10/1-15/2013 Tank size 1250 gal. Number of Compartments 2 Cleanouts (Y/N) Y Foundation cleanout (Y/N) Depression over tank (Y/N) N High water alarm (Y/N) N/A Date of pumping N/A Pumper N/A C ABSORPTION FIELD DATA Date installed 10/9/13 Soil rating (g.p.d./ft2 or ft22/bdrm) 1.2 Length 50 ft.Width 5 ft. Gravel below pipe 4 ft. Total depth 7 ft. Eff. absorption area 500 ft2 Monitoring tube Y Depression over field N System type Shallow Trench Date of adequacy test N/A Results (Pass/Fail) N/A Fluid depth in absorption field before test N/A in. Water added N/A gal. Elapsed Time: N/A min. Final fluid depth N/A in. Absorption rate Any rejuvenation treatment (past 12 mo.) (YIN & type) N/A For 4 bedrooms New depth N/A in. >= N/A g.p.d. If yes, give date N/A D. LIFT STATION Date installed N/A Size in gallons N/A Manhole/Access (Y/N) N/A "Pump on" level at N/A in. "Pump off' level at N/A in. High water alarm level at N/A Datum N/A Cycles tested N/A E. SEPARATION DISTANCES WELL ON LOT TO: Septic tank/lift station on lot >100 Absorption field on lot ?100 Public sewer main N/A >100 Sewer /septic service fine >25 Animal containment areas >100 in. Meets alarm & circuit requirements? N/A On adjacent lots >100 On adjacent lots >100 Public sewer manhole/cleanout N/A > 100 Holding tank N/A >75 Manure/animal excrete storage areas >100 SEPTIC/HOLDING TANK ON LOT TO: Building foundation '16' Property line 78.6' Water main >100 Water service line >10 Wells on adjacent lots >100 ABSORPTION FIELD ON LOT TO: Property line 57' Water Service line >10 Curtain drain >50 F. COMMENTS Absorption field 50' Surface water >100 Building foundation >10 Water main >10 Surface water >100 Wells on adjacent lots >100 Driveway, parking/vehicle storage >10 G. ENGINEER'S CERTIFICATION I certify that I have determined through field inspections and review of Municipal records that the above systems am in conformance with MOA COSA guidelines in effect on this date. Engineer's Printed Name Charles A. Leet Date /0°410 t.,3 COSA brown sheet 10-10-12.doc %%%e. F AL atl 111 P;•• r* 9in •, * i •, • •, acs • .. • Charles A. Leet tt „.•••• CE10480 •••O ••• —F p •••••••• 0., II BENT 5/8" 1 REBAR N 15°18'51" W \1/4 LC=129.87' ri_R=270.00' iA=131.16' 1 T=66.90' (1 D=27°49'58" MT I 0 1\ STEEP SLOPE BOTTOM OF BANK LOT 5 TOP OF BANK 1" = 60' 1 MODERATE BLUE AVALANCHE ZONE (PER MAP DATED APRIL 1985) N 88°28'01" E (R) N 88°23'52" E (M) 470.97' (R) 471.17' (M) tvu�T 6' CEDAR FENCE y� , CO ® ST CONCRETE OCO PORCH W/ X64 STEPS —H'_6' CHAIN LINK FENCE PROPOSED STEPS 4.2' vat N 29°35'33" W (M)_ / 17.03' (M) (� v2 ALI �' 0E 5/8" REBAR OUT OF POSITION 10' UTILITY EASEMENT j/ S 8°27'30" E (R) S 8°33'33" E (M) / LC=139.84"(R) 140.14' (M) R=615.00' (R&M)/ .//i' A=140.14' (R) 140.45' (M) T=70.38'22"(R13 70.53' (M)�� D=13°03'22" (R) 13°05'00"%/(M) N 1°53'31" W (R&M)_ LOT 6 BLOCK/ /./ e, enti �.. 2» ADJACENT DRIVE NOTES: 1. SEE PLAT NOTES IF APPLICABLE 2. FRONT AND REAR SETBACKS = 50' SIDE SETBACKS = 25' ZONING IS R-6 847 W. Evergreen Ave. Palmer, Alaska 99645 Phone (907) 745-1110 I HEREBY CERTIFY THAT I HAVE SURVEYED THE FOLLOWING DESCRIBED PROPERTY : LOT 6 BLOCK 2 SUN VALLEY PLAT NO. 82-79 ANCHORAGE RECORDING DISTRICT, AND THERE ARE NO ENCROACHMENTS VISIBLE AT THE TIME OF THIS SURVEY, EXCEPT AS INDICATED. DATED THIV3RD DAY OFOCT. 203 AT PALMER, ALASKA. IT IS THE RESPONSIBILITY OF THE OWNERS OR BUILDERS TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. UNDER NO CIRCUMSTANCES SHOULD ANY DATA HEREON BE USED FOR CONSTRUCTION OR ESTABLISHING BOUNDARY OR FENCE LINES. THIS IS NOTA LOT CORNER SURVEY. WAYN i 3-6925 Sf411?S‘''."- JOB NO. 13-094 FIELD BOOK/PG(S). 284, 262/ 49,51,79 SCALE 60 Ft/In PLOT PLAN ASBUILTX DRAWN GL CKD. WVJ LOT 7 LEGEND O s • SET SPIKE W/ PINK FUZZY MEA TELEPHONE FOUND MONUMENT FOUND 5/8" REBAR ROW FOUND 5/8" REBAR W/ YPC MARKED 9020 D Z a v m 5/8" REBAR OUT OF POSITION 70' ROW