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WINTER LT 1
Winter Lot I #051 - 105- 32 Municipality of Anchorage ~:'.....'~ Development Services Department Building Safety Division On. Site Water and Wastewater Program, 4700 Elmo~e Road P.O. Box 196650 Anchorage, AK 99507 Page of www.c{ancho*'age.ak.us (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number:. SW080236 PID Number: 051-105-32 KirkWinter Wastewater System: [] New [] Upgrade 21650 Vattey Ave. ABSORPTION FIELD (907)688-1084 4 o o~.p Tr~.c~ O ShOo* 'rr~c~ LEGAL DESCRIPTION ~' 0.7 epo~ 2.5 ~, 2 2 ~. 58 F~. Well: [] New [] Upgrade c,,~,~* 15 ~. "~""'~'"3 I ~,.~,1.~.,..~,~:5 F~ Private 73 F~.I 71 Ft 870 Fi' PVC Weaton Water Wells, Inc. Oct. 1,2008 24 FL Bailey's Backhoe Nov. 14.2008 v,,~ 10 op.I FumpSm et UnkJ'tOWrl FLI ~ He~t ~G~Ft TANK SEPARATION DISTANCES [] Septic I-I Holding [] $.T IF p. [] Other: Tank Field Station Tank Se,~r L~ Anchorage Tank 1,250 w~ 133' 165' N/A tva >100' Steel 2 s~,,.w~., >20o' >2oo' tVA tVA ~ / LIFT STATION La u,~ 37' 19' tva tva c.~ F~x,~,~ 22' 15' tvA tva ~ ~'I ~"' C,~.~,~ D~a~ tvA tvA tvA tvA ~ M~e& ~W,~ BENCH MARK Sill for man door of the garage Inspections performed by: K. MacKenzie , ;-~ , Engineer's Slamp '.~ ; . ~ ', 2'~ 11/17/08 Develop~'~t Se,rvi~s Drpartment Approval W.~''~,{!, ,r(-/,~7~./ Date: //~t//r!~'-~ .,'w .. 49-~: .. /. CondiUonal Approval Reviewed and approved bye//~~f) ~-~"~_/~¥'/'~'~7 Date: (L~., o~) - ~ January 14, 2009 Garfield Bailey, Owner Bailey's Backhoe 6861 E. King Salmon Dr. Wasilla, AK 99654 Subject: Municipality of Anchorage Requirements for Well Decommissioning Winter Subdivision; Lot 1 Notice of Violation Dear Mr. Bailey:. After review of the well decommissioning procedure performed by Bailey's Backhoe on an out ofservico well at Lot 1 of Winter Subdivision, the Municipality of Anchorage (MOA) On-Site Water & Wastewater Program (On-Site) has determined that the procedure is not in accordanco with the code. Shown below are the items that do not appear to be in compliance, and the requirements to satisfy them: 1. The well casing was filled with "dirt", while the code requires the casing to be filled with bentonite. Ref. AMC 15.55.060 L.I.e. To Satisfy:. Using company letterhead; provide a signed original letter with a detailed description of the "dirt" used to fill the well and where it came from. 2. Bailey's Backhoe has not been certified by On-Site as a well driller or well pump installer. Ref. AMC 15.55.060 L. .To Satisf~ Cease and desist from the decommissioning of any other single family wells within the MOA. Note: future well decommissioning attempted by Bailey's Backhoe within the MOA may result in the issuance ora citation, possibly incurring fines and/or the loss of the company's MOA certification to do septic system excavation. Pleas~contact7 at 73-7908 if you have any questions. J.~rfles' Jay' Crewdson, P.E. Civil Engineer On-Site Water & Wastewater Program Community, Security, Prosperity EX IJ~t~/Tlne Jar~ O0 09 Ol:O1p JAN-UII-ZUO~ |TIIUJ 14:04 9O7 746 gglO -q07-746-~910 Bailey's Backhoe 6861 E. King Salmon Dr. Wasilla, AK 99654 Office:.746.7067 I:ax: 746-9910 P. 00! p.l To w~om~ m~y conccru- Atrandoncd dry well on Lot I W'mlcr for Steve Om Coz~rucllo~. Cu~ well offot tc~ ~ below ~u~d surf'acc, filled well w~ Jan 07 O0 ]O:12a John T$ohenor ~)07-376-E030 p.l Name: Steve Orr Address: 351 Roy Road City: Wasilla Well Site: Winter Additional: Well Depth: 73 ft. Below Ground: 71 It. Above Ground: 2 · ial/Min: IO tatlc Level: 24 tL Casing: 6" ID St-el Liner Pipe: none ;creened: none 'erforatcd: none ~routed: Bentonite Depth: 20' 4- Dcvclop. Method: Ah- Use of Welh Residential )riiling Method:Rotary ?iuids Used: none ,amp Installed: none 3tber: none State: AK Zip Code: 99654 Lot: 1 Block: From: To: Formation: 0 3 ' topsoil 3 19 moist silty gravel, sand 19 69 69 73 silty sand, gravel, water AR~'~'IC PUMP & WELL INC. Jim Sullivan, CPI PO Box 770197 Eagle River, AK 99577 (907) 688-2510 (907) 258-25 ! 0 (907) 745-2510 at~w~ eci.n~ Pump Installation Log Well Drilling Permit Number: SW080236 Parcel Identification Number:051-105-32 Date of Issue: 10-29-08 Legal Description:Winter Property Owner Name & Address: Lot:l Kirk Winter Block: PO BX 772468 Pump Installation Date: 12-1 !-08 Pump Intake Depth Below Top of Well Casing:31 Feet Pump Manufacturer's Name: Dempster Pump ModeI:LBF3-50-S2 Pump Size:l/2 hp Pitless Adapter Burial Depth:l 0 feet Pitless Adapter Manufacturer's Name: Martinson Pitless Adapter Installer: Baileys Backhoe. Well Disinfected Upon Completion? Yes Method of Disinfection: Chlorine Comments: Pump Installer Name: Arctic Pump & Well, Inc. Arctic Pump & Well, Inc. Page I of l Ntat-Su Test Lab, LLC Pt Drinking Water Analysis Repo~ & ~c~ ~ Customer - Fill in ALL highlighted sections , Mailing Address: PWSID#(if applicable): t Phone #: Fax #: Paid: Legal Description of Property: ~4 )1'~, '~¢ 'Sample Site Location: ,~c(~,5or~- '~ ~ Time Sampled: /~ Date Sampled: Circle One: Routine Sample Circle One: Standard Test ($35) Delivered to Lab By: /~/~///~ Sampled by: Repeat Sample Rush Test ($45) This Section to Be Completed by Lab Analysis Results: r~satisfactory [--}Unsatisfactory [--ISample Rejected 'Request msample. ChromoqeniclFluoro.qenic Method Results: Total Coliform Present (P)/Absent (A) E. Coil Present (P)/Absent (A) I Received: 12-11-2C08 14:20 Lab I.D. #: By:. I Started: I Finished: 1~-,_-20~'~ 15:¢c By: SGS Ref.# 1086663001 Client Name Mat Su Test Lab, LLC Printed Date/Time 01/02/2009 8:32 Project Name/# Various Collected Date/Time 12/I 1/2008 13:30 Client Sample ID M80990 Bell & Associates Received Date/Time 12/12/2008 13:55 Matrix Drinking Water Technical Director Stephen C. Ede PWSID 0 Sample Remarks: Allowable Prep Analysis Parameter Results PQL Units Method Comamcr ID Limits Dale Date Init ~etals b~, ZCP/MS I iardness as CaCO3 82.9 5.00 mg/L SM20 2340B C 12/29/08 12/30/08 SCL Wate~:s Department. Total Nitmte/Nitfite-N ND 0.100 mg/L SM20 4500NO3-F A 12/23/08 JDZ Private Individual Analysis Aluminum 144 20.0 Antimony ND 1.00 Arsenic 6.65 $.00 Badum 30.6 3.00 Cadmium 6.90 * 0.500 Calcium 19000 500 Chromium ND 2.00 Copper 1.46 1.00 Iron 396 * 250 Lead 3.81 0.200 Magnesium 8590 50.0 Manganese 42. I 1.00 Chloride 2.35 0.100 Fluoride ND 0. 100 Selenium ND 5.00 Sodium 10800 500 Silver ND I Thallium ND 1.00 Sulfate 3.46 0.100 Zinc 22.7 5.00 ug/L EP200.8 C 12J29/08 12/30/08 SCL ug/l, EP200.8 C (<6) 12/'29/08 12/30/08 SCL ug/L EP200.8 C (<101 12/29/08 12/30/08 SCL ug,'L EP200.8 C (<2000) 12/29/08 12/30/08 SCL ugq.. EP200.8 C (<5) 12/29/08 12/30/08 SCL ug/L EP200.8 C 12/29/08 12/30/08 SCL ug/L EP200.8 C (<1001 12/29/08 12/30/08 SCL ug/L EP200.8 C (<13001 12/29/08 12/30/08 SCL ug/L EP200.8 C (<3001 12/29/08 12/30/08 SCL ug/L EP200.8 C (<151 12/29/08 12/30/08 SCL ug/L EP200.8 C 12/29/08 12/30/08 SCL ug/L EP200.8 C (<501 12/29/08 12/30/08 SCL mg/L EPA 300.0 B (<2501 12/20/08 12/21/08 LCP mg/L EPA 300.0 B (<21 12/20/08 12/21/08 LCP ug/L EP200.8 C (<50) 12t29,'08 12/30/08 SCL ug/L EP200.8 C (<250000) 12/29/08 12/30/08 SCL ug~L EP200.8 C (<10(}) 12/29/08 12/30/08 SCL ug/L EP200.8 C (<2) 12/29/08 12/30/08 SCL mg/L EPA300.0 B (<2501 12/20/08 12/21/08 LCP ug~L EP200.8 C (<5000) 1.2/29/08 12/30/08 SCL SGS Rcf.# Client Name Project Name/# Client Sample ZD Matrix 1086663001 Mat Su Test Lab, LLC Various M80990 Bell & Associales Drinking Water Printed DateiTlme Collected Date/Time Received Date/Time Technical Director 01/0~d2009 8:32 12/11/2008 13:30 12212/2008 13:55 Stephen C. Ede PWSID 0 Allowable prep Analysis Paramctcr Results PQL Units hlclho~ Container ID Limits Date Date Init Private Indlvidual Analysis Total Dissolved Solids 105 10.0 mg/L SM20 2541)(2 D (<500) 12/15/08 ACF Nickel ND 2.00 ug~L EP200.8 C (<100) 12r29/08 12/30/08 SCL IICO3 Alkalinity 95.0 10.0 mg/L SM20 2320B D 12/22/08 LCP CO3 Alkalinity ND 10.0 mg/L SM20 2320B D 12/22/08 LCP O11 Alkalinily ND 10.0 mgeL SM20 2320B D 12/'22~g LCP Conductivily 196 1.00 umhos/cm SM202510B D 12/12/08 JDZ pll 7.80 0.100 pllunits SM204500-IIB D (6.5-8.5) 12/12/08 JDZ Alkalinity 95.0 10.0 mg/L SM20 2320B D 12/22~8 LCP 801 W. lin:weed In. Suite 201 Anchorage. AK 99503 Phone: (907)-74-5257 January 6, 2009 Municipality of Anchorage Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street Anchorage, AK 99519-6650 Re: Septic System As-built - Lot I Winter Subdivision MOA Permit Number SW080236 To Whom It May Concern: The installed on-site septic system was generally constructed as depicted on the original design that was submitted with the October 29, 2008 permit application. The location of the septic tank was slightly modified to account for the service line coming from a more central location of the house, in turn improving the accessibility for the equipment used. Please reference the attached on-site septic as-built drawings with the final plan and profile information for the constructed system. As requested in the MOA permit, a percolation test was performed in the reserve area (see attachment). Because of the construction activity at the time of the percolation test no soil logs could be completed. Because construction of the bed had begun an additional percolation test was not performed within the absorption area. Despite neither of these tests having been performed I believe there is adequate historic information that quantifies this as a reliable on-site septic system with ample area for a reserve bed of similar size. Primarily all soils discovered in the excavation and construction of the entire septic system (tank, piping, and absorption) appeared very similar in visual characteristics to that found in the original test hole. The groundwater also was verified at a similar depth of around 8 feet, or greater, throughout. This area is relatively flat and has similar vegetation to surrounding properties. In reference to MOA records we have compared the adjacent properties; Lot I of Betty W. Subdivision to the east and Lot 2 of Winter Subdivision to the south. On November 10, 1988 Eagle River Engineering Services monitored groundwater 8 feet below grade on Lot I of Betty W. Subdivision. Their soil log references poorly-graded sand mixes and compares similarly with the materials we found in our test hole. Referencing an October 2002 S&S Engineering soils log/percolation test collected in the southeast corner of LOt 2 of Winter Subdivision shows groundwater being discovered at a depth of 8 feet and monitored up to 6'-2" with silty-sands and gravels. In addition, a soil log and percolation test was performed on Lot I of Winter Subdivision by NorthRim Engineering on May 23, 2006. These tests show poorly-graded gravels with an initial groundwater depth of 11 feet with a depth of 9 feet after monitoring. 801 W. Fireweed Lane #201 I of 2 1365 E. Parks llighway #203 Anchorage, AK 99577 Wasilla, AK 99654 January 6, 2009 This site had two water wells at the time the MOA permit was issued. Decommissioning of one well was required by the permit if both wells were not being used. Per a verbal statement from Bailey's Backhoe the northern most well was decommissioned. We are still awaiting a written verification on means and methods used to complete this task, and will forward this documentation to the MOA upon receiving. Please contact our Anchorage office with any questions. Sincerely, -- ~ >'o, '.. ' ..' ~'" I ~_ >',~£ ........ · ~,~ ..,~ F, Robert Bell and Associates Frank R. Bell P.E. / P.L.S. Attachments: · F. Robert Bell & Assoc. - Septic As-built Drawings; Jan. 6, 2009 · F. Robert Bell & Assoc. - Percolation Test; Jan. 6, 2008 · F Robert Bell & Assoc. - Inspection Report; Nov. 11, 2008 · Eagle River Engineering Service - Soil Log/Per Test; Nov. 10, 1988 · S&S Engineering - Soil Log/Per Test; Oct. 6, 2002 · NorthRim Engineering - Soil Log/Per Test; May 23, 2006 801 w. Fireweed Lane #201 2 of 2 1365 E. Parks Highway ~f'203 Anchorage, AK 99577 Wasilla, AK 99654 I15' PATENT R.O.W. RESERVE Z "I-CO / I I I I ' I I ' II II ' I I I I I [ I I " 37 /Us \, ~'~LL Z 0 Z · Municipality of Anchorage Development Sen4ces Department Building Safety Divisicn On-Site Water and Wastewater program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99507 ~ {:i anchoraae ak US (9O7) 343-7904 Soils Log - Percolation Test performed For. Baileys Backhoe Legal Description: Lot 1, Winter Subdivision {ENGINEER'S SEAL) II ,.~ .. ......... .. \ ~ ~'~"'"'"' Jan. 06, 2009 2- 3- 4. 5- 8- 9- 10- 11- 13- 14- 15- 16. 17- 18- 19- 20- Date performed: 11/02/2008 Township. Range, Secbon: Section 9, T15NRIW, SM Slope WAS GROUND WATER ENCOUNTERED? I~UA L IF YES. AT WHAT DEPTH? N/A o Depth to Water After p Date: NJA S~te Plan FIC k hCE,A'TI Reading Dale C~oss '~me Net Time Depth to Water Net Drop 1 11/02/08 0 min. 0 min. 0.7 in. 2 20 min, 20 min. 4.9 in. 4.2 in. 3 48 min. 28 min. 9.8 in. 4.9 in. Refill 4 48 min. 0.9 in. 5 60 min. 12 min. 3.3 in. 2.4 in. PERCOLATtON RATE 5.2 t.~-~'~,x:~) PERC HOI.E D TEST RUN BE'rW~EN 3 1=3. AND 4 FT COMMENTS percolation test [:~erform~d in the reserve area for the on-s~te ~nstafled. ~ The test hole was presoaked 4 hou~rc test, So~ls were not k~ed nor wsuafly classdred w~th th s est PERFORMED BY: F. ROBERT BELL & ASSOCIATES I Frank R, Bell CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: Jan. 06, 2009 1365 F. pnrk.~ }Iigh',vny Suil¢ I~ 203 WnsiUn, AK 99654 Phone: (90'/)357-Y247 Nov. 21,2008 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewnter Program 4700 South Bragaw Street P,O. Box 19G650 Anchorage, AK 99519-6650 RE: Septic System Inspection Report - Lot ] of Winter Subdivision To Whom It May Concern: F. Robert Bell and Associates was retained by Sieve Orr Construction to provide third party inspection servicas on the installation of the septic system on Lot I of Winter Subdivision. Three inspections were performed: The first inspection took place on November 5t~, 2008. The primary draln~eld excavation was completed and ready for washed rock placement. The second inspection took place on November '/th, 2008. All washed rock had been placed and piping was installed from tile t,anlc to the end of the trench. Washed rock was placed 2 to 4 inches above the lop of the piplng. Geofabric was placed on top of washed rock ready for backfill. All wastewater piping and the septic tank was insulated with 2" of direct bury bored foam as frost protection, in addition to the 3 feet of earth cover. All monitoring tubes and clcanouts were installed and prepared for backfill. A third inspection was performed on November 14e, 2008. The septic tank and llne connecting to the house were installed. Compaction and bedding had been performed, but not backfilled. Clennout~ for the llne from the build~ng to the septic tank had been installed. A final inspection was performed on November 1'/e, 2008. The site was graded and the cnnlractor was demobilized from the site. Through all inspections, we found th~ construction to be in compliance with the plans and specifications as approved by the MOA for this project. Workmanship and quality of construction were more than adequate. If you have any questions regarding our inspection services, or this correspondence, please feel free to COhen,ct me. £nvlroamantal Mnn~ger For Crn~g Shavllk 801 W. Firewood Lane #201 Anchorage, AK 99577 I o fl 1365 E. Parks fHghway #203 Wasilla, AK 996~54 DEPT Or' H~M.1H & ~I~/IRO~M~NTAL pROTECT~)~ ~IUNI¢IPALITY OF ANGHORAOE ~8 ~~!rCOLATION Dr-PARTMEt~' OF HEALTH ~ D £NV! RONM£NTAL PROTECTIOn0V SOILS LOG-- PERCOLATION TEST REC E IV ED PERFORMED FOR DATE pERFORMED ELOPE 9 ~'~ 10- WASGROUNOWATER 11 - ENCOUNTERED? o lg- 20- COMMENTS pERFORMED BY 12 OOl 16~9) P. 0. Box 77~I?T-J t CERTIFIED BY ~a;fe R~vet, AK It 14. .% 1;~- 19. 20, Proposed Lot; 1 Solts Expeci;ed To Be Fc~vorc~bLe For On-Sli:e Sept;lc Syst;en, Exls'clng Wett On Lo~ 8 is Good ['towing Ar~estan ~/ett, ~ai;er ~,/eLt On Loi; ! Expect;ed To Hc~ve Adequcd;e ~c~t;er SuppLy, ELev~xt:ed Nii;rcd;e LeveLs ShouLd Noi; ]3e An Issue. ~roundw~er I 4 OR THRIM i · ~OIL~ LOG - -'RTF21M., ENGINEERING Da're PERCOLATION TEST PerFormed: 5/23/06 PerForMed For: Kirk ~inters Legat I)escrip'tlon: T15N R1W Sect:Ion 9 Lo't 46 3- 4 - 5- 6- 7- 8- 9- 10- I1- 12- 13- 14 - 15- 16- 17- 18- 19- 80- DEPTH (FEET) ,.i., '....~5 .o:' ..~: ....: :. · .,;.~.°:; . .'. ,..~?." Organic GP Sandy Graver w/cobbies Ftr,'t Slope Groundwater? Ye~ Depth Water Depth A?ter Honl~orlnc Date, 5/31/06 D~te Gross Tine Net Tine Depth Net Drop 5/83 0 -- 5- -- 5/23 10 10 nlm. 10' 5' 5/23 11 -- 5, -- 5/23 21 10 nlm. 10' 5' 5/23 82 -- 5, -- 5/23 32 10 ~In. 10' 5' 81 - Percolc~'tlon Rote Test Run Between 4' .Ond Connents, PerPorned By~or{hR~ ~ng. I ~ CERTIFY THAT THIS TEST VAS PerForned In Accordance wl~h At[ St~e/Hunlclp~t GuideUnes ON THIS DATE. DATE' 6/9/06 .......................... ~Z,-~,--J---~ ............................. : ........... : NORTHRIM I~?~;~"~i T15N RI~ Section 9 .~nT 46 ,z~? ~.., P.- c~,- ~-~"¥~21~-' ~o~-~4-7o2~ ~ .......... "[GEBTECHNICAL T.H. 1 EFFec~ Proposed Loi; 1 Solts Expec'ted To :Be Fcxvorctbte For rln-Sli;e Sep'~Ic Syst;en. Exls'tlng Welt On Lo'l; 2 is Good F'towlng Ar'tesian Well. Wai;er Welt On Loi: ! Expeci:ed To Hc~ve Adequai;e Wcd;er Supply. I:'tevai;ed Ni'trn'te Levels Should Noi; :Be An Issue. ~n Lot £xpec~ecl To :Be Si~itmr · ' /-Sept, . ~ House ~ H~Dh Level Septic I Sys~e~ 2) iroundwa~er LOT PLAN EU~,~EE~.~U~ ~ LOTS 1 & 2 \~,,..----'.....".//I F ~- ! '°'-'".'~' \'~ .......... '" i PROPOSED S/D ~"~/a/o$ ~ ' MUNICIPALITY OF ANCHORAGE Development Services Department On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650, Anchorage, AK 99519-6650 (907) 343.7904 ON-SITE WASTEWATER DISPOSAL SYSTEM I WATER SUPPLY PERMIT Initial Date Issued: Oct 29, 2008 Expiration Date: Oct 29, 2009 Permit Number: SW080236 Legal Description: WINTER LOT 1 Design Engineer: 0890 ROBERT R. BELL & ASSOC Owner Name: KIRK WINTER Owner Address: PO BOX 772468 EAGLE RIVER, AK 99577- Parcel ID: 051-105-32 Site Address: 21650 VALLEYAVE Lot Size: 39714 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 ( 18AAC72 ) and Drinking Water Regulations ( 18AAC80 ). 3. The engineer must notify DSD at least 2 hours prior to each inspection. Provide notification by calling (907) 343-7904 ( 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. * THE ENGINEER NEEDS TO DO AN ADDITIONAL PERCOLATION TEST PRIOR TO CONSTRUCTION OF THE SEPTIC FIELD. THE PERCOLATION TEST PROCEDURE IS TO FOLLOW TABLE 3-8 OF THE EPA DESIGN MANUAL. IN ADDITION, A COMPLETE SOILS/PERC TEST IS TO BE DONE FOR THE RESERVE. YOU MAY PROCEDE BEFORE THE 7 DAY WATER MONITORING, BUT ONLY AT YOUR OWN RISK. PLEASE SUBMIT STAMPED AND SIGNED RESULTS WITH THE AS-BUILT INSPECTION REPORT. IF THE RESULTS REQUIRE A DESIGN CHANGE, CONSTRUCTION OF THE SYSTEM WILL STOP PENDING ON-SITE REVIEW AND APPROVAL. * TWO WELLS WERE DRILLED ON THIS PROPERTY. IF BOTH WELLS ARE NOT GOING TO BE USED, THEN ONE NEEDS TO BE DECOMMISSIONED BY A CERTIFIED WELL DRILLEPJPUMP INSTALLER PER MOA CODE. Received By:. Issued B~ / Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, Alaska 99507 www. muni.org/onsite (907) 343-7904 ON-SITE SEWEPJVVELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 051-105-32-000 Property owner(s) Kirk Winter Mailing address PO Box 772468, Eagle River S~te address .¢ ~ b,'SO ~..LIz.._ ('~U~ ~. Legal description (Sub'd. Block & I~ot)(JWinter Subdivision (Lot 1) Legal description (Township, Range & Section) SECTION 9 T15N RlW Seward Meridian Lot Size .~ .~t/-f. Sq. Ft. Number of Bedrooms 4 Day phone ~ ~( Zip Code 99577 Zip Code THIS APPLICATION IS FOR (~:~ all that apply): THIS APPLICATION IS AN: Absorption Field [] Initial Septic Tank [] Upgrade Holding Tank [] Renewal Privy [] Private Well [] Water Storage [] [] [] [] I cedify that the above information is correct. I further cedify that this application is being made for a Single Fa.rnily Dwelling and is in c~i(~. ~,,~.~ ~_~_¢?' ~ accordance with applicable Municipal Codes. ra'g Sh~vlik, P.E. I P.L.S. (Signature of property owner or authorized agent) Date of Payment: I(~ }~'~,10~' Date of Payment: Receipt Number: i } ~ Receipt Numbe~ (Rev. 11105) F. Rober I:._~ 801 W. Fireweed Ln. Suite 201 Anchorage, AK 99503 Phone: (~X)7)274-$257 October 28, 2008 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Re: Well and Septic System Design Lot 1 Winter Subdivision To Whom It May Concern: Site Summary: A proposed 4-bedroom house is being constructed on the 0.91 acre parcel descried as Lot I of Winter Subdivision. The property is located in the Peters Creek area at the southeast corner of the Valley Avenue and Bowery Lane intersection. The topography of the site is relatively fiat with a majority of the property gently sloping towards the northwest. One neighboring well was found approximately 85 feet north of the northeast property corner. All other existing wells are greater than 100 feet from the proposed system. Domestic Waste Water Calculations & Septic Design: Our firm inspected a test hole which was excavated in the general area of the proposed infiltration area. Below the top two feet of topsoil we found coarse sands and gravels (SP-GP) down to a depth of 4 feet. From the depth range of 4 to 6 feet we found medium sand with some silt (SP-SM). Medium and coarse sands (SP) were found in the depth range from 6 to 11 feet. Groundwater was found at a depth of 8.5 feet below grade. The test hole was excavated to a total depth of 11 feet. The field inspector also performed a percolation test which resulted in a percolation rate of 5.5 minutes per inch. Using M.O.A's wastewater application rate table and the observed percolation rate, an application rate of 0.7 gpd/s.f, was used. With the logged soil characteristics and depth of groundwater we recommend using a bed for the · absorption system. Using 2 inches of 40 psi direct bury board foam insulation (Dow Styrofoam Extruded Polystyrene Insulation or equal) and an additional 2 feet of fill over the entire system allows 4 feet of effective cover to be maintained and ensures 4 feet of separation from the groundwater table. The following calculations were used for sizing all components of the on-site septic system: 801 W. Fireweed Lane #201 I of 2 1365 E. Parks Highway #203 Anchorage. AK 99577 Wasilla. AK 99654 Oct. 27, 2008 Tank Size = 1,250 gal (1000 gal for 3 bedroom + 250 gal / additional bedroom) Daily Flow = 600 gpd (4 bedrooms x 150 gpd / bedroom) Application Rate = 0.7 gpd/s.f. (interpolated from MOA Title 15.65, Table 1) Required Absorption Area = 600 gpd + 0.7 gpd/s.f. = 858 s.f. Length of 15 ft. Wide Bed = 858 s.f. + 15 ft. = 58 ft. Construction or New Septic System: A new septic tank will be installed and connected to the proposed service line from the building. A bed system will be connected at a central manifold. The bcd will have three distribution lines spaced 5 feet apart and 2.5 feet from excavation walls. Distribution lines will be placed on top of at least 6 inches of filtering rock (3/4" to 1-1/2" washed rock) used for the bed. Monitoring pipes will be installed at each comer of the bed, and cleanouts will be installed at the end of each distribution line. The bed will be filled with additional washed rock to ensure 2 inches cover is met above the lines, and will be covered with a permeable geotextile fabric to prevent fines from infiltrating and damaging the absorption system. Two inches of 40 psi direct bury board foam insulation (Dow Styrofoam Extruded Polystyrene Insulation or equal) shall be placed over the entire system with 3.3 feet of backfill to obtain a minimum 4 feet of effective ground cover. Cleanouts shall be installed on the service lines going in and out of the septic tank. The septic tank and tight line piping installed shall be on undisturbed native soils or in trenches that have been adequately compacted. Maintenance of Septlc System: Routine maintenance shall be performed on the system, including pumping of the septic tank at least every two years. Using garbage disposals and flushing of non-degradable items (coffee grounds, cigarette butts, tampons, paper towels, etc.) should be avoided. The owner should limit heavy surface loads on the area to maintain the structural integrity of the system. Trees and other large plants should be removed and maintained at an adequate distance to prevent roots from growing into the system. Please contact me with any questions. ti %'"...o. Sincerely, F. Robert Bell and Associates Craig Shavlik P.E. / P.L.S. Attachments: · F. Robert Bell & Assoc. Engineered Plans; Oct. 28, 2008 · F. Robert Bell & Assoc. Soil Log and Percolation Test; Oct. 28, 2008 · MOA On-Site Well and Sewer Permit Application 801 W. Fireweed Lane #201 Anchorage. AK 99577 2 of 2 1365 E. Parks Highway #203 Wasilla, AK 99654 r -I: T 'I o o o o o o 0000 cC 0 > 02 ~ Municipality of Anchorage Development Services Department Bui~ing Safety Division On-Sita Water and Wastewatar Program 4700 Elmct'e Road P.O. Box 196650 Anchorage, AK 99507 www ci anchoraee ak us (907) 343-7904 Soils Log - Percolation Test Performed For: Ba[leys Backhoe Legal Description: Lot 1. Winter Subdivision 5- 6- 7- 8- 9- 10- 11- 12- 13- 14- 15- Date Performed 8/23/2008 - 10/21/2008 Township, Range, Section: Section 9, T15NR1W, SM Slope S~te Plan SEE ATTACHED SITE PLAN WAS GROUND WATER ENCOUNTERED? YES IF YES, AT WHAT DEPTH? 8.6' L O MonltoHng? 8.5' E Date: 10/21/2008 LEVEL Reading Date Gross Time Net Time Depth to Water Nel Drop 1 10-21-08 0 min. 0 min, 22 88116 in, 0 in. 2 7 min. 7 min, 24 in. 1 8/16 in. 3 15 min. 7 min. 25 8116 in. 1 8/16 in. 4 23 min. 8 min. 26 13/16 in. 1 5116 in. 5 34 min. 11 min. 28 11116 in. I 14/16 in. 17- 18- 19- 20- PERCOLATION RATE 5.5 (m,n~,~'~) PERC HOLE D~AMETER 0.8" TEST RUN BETWEEN 1 Fl' AND 3 FI' COMMENTS Presoaked percolation test hole for 40 min. priortolesbng, Test hole was momtored 10/21/2008 and groundwater level remained constant at 8.5' betow grade. PERFORMED BY: F. ROBERT BELL & ASSOCIATES I F. Robert Bell CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALL STATE AND MUNICIPAL GUIDELINES IN EFFECT ON THIS DATE. DATE: 10/28/2008 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www. muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 051-105-32 1. GENERAL INFORMATION Complete legal description ~/in~er, Lot 1 21650 Valley Ave CASA# ~5~ i[1© Expiration Date: ,Or----/.,~'"'- // Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address DenniCa Emerson P1AF~FI Vnllpy Avp Day phone 696-0357 Day phone Real Estate Agent Laura Hamit-I;on · Mailing Address . RE/MAX- ~ag[e River Unless otherwise requested, COSA will be held by DSD for pickup. NUMBER OF BEDROOMS: , 4 Day phone P44-0357 3.. TYPE OF WATER SUPPLy: Individual Well [;~ X Individual Water Storage [] Community Class ~ Well [] Public Water System [] TYPE OF WASTEWATER DISPOSAL: Individual On-site Individual HOlding Tank Community On-site Public Sewer [] X I I The Municipality of Anchorage Development Services Department (DSD) issues Certificates of On-Site Systems Approval (CASA) based only upon the representations given in paragraph 4 by an independent, professional civil engineer registered in the State of Alaska. Certificates of On-Site Systems. Approval are required for the transfer of title (except between spouses) for properties served by a single-family on-site.wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On-Site Systems Approval are valid for 90 days from the date of issue for properties served by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of' up to one year with valid water s~ple._s.J__Ce_rtificate~_ ~re valid fo~one year for pmpedies served by Class Aor B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. 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 regul~.s.~r~el~ll~.~t at the time of installation. ~_ngmeer-m9 694-70;:)8 Name of Firm P.D. _~ox 7707~_4 Phone Address ~:-I;¢ve En9 ;~/11/11 Engineer's Printed Name Date ,5. DSD SIGNATURE i~ Approved for Disapproved, L7L bedrooms. Conditional approval for '~ bedrooms, with the following stipulations: Attachments: COSA Checklist Septic System Advisory Well .Flow Advisory Nitrate Advisory (Rev. 11105) X Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other //~, ~~'~/----Original certificate Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Prog~ 4700 Eimoi'e Road P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343'7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST ~/in~cer, Lot 1 051.105-32 Legal Description: Parcel ID: A. WELL DATA Well type P Date completed 10/..1 / 0 8 Total dePth 7 3 ft. If A, B, or C provide pwSID # ~ Sanitary seal (y/N)y Cased to71 ft. Well Log (Y/N) ¥ Wires properly protected (Y/N)Y Casing height (above ground) 24#+ in. FROM WELL LOG Dateof test 10/1/08 Static Water level. 24 ft. 10 Well production g.p.m. ; ~.T INSPECTION 819/11 25 ft. 7,5 g.p.m. WATER SAMPLE RESULTS: Coliform 0 colonies/100 mL Nitrate0'1 mg/L ArSenic:1'3 ug/L date of sample:1/12/11 Collected by: NRiM Eng SEPTIC/HOLDING TANK ;DATA Tank Type/Material Anch°ro`9e 1250 Tank size ~ gal. Foundation cleanout (Y/N~ 912/10 Date of pumping To`nk/Steet Number of CompartmentsP ~"" Depression over tank (Y/N) N Pumper J,R,'$ Date installed 11/14/08 Cleanouts (Y/N) Y High water alarm (Y/N) N .,~: ABSORPTION FIELD DATA Date installed 11/14/08 Soil rating (g.p.d./~ or ~/bdrm).0'7 Length 58 ff. Width 15 ff. Total depth 4,5 ff. Eft. absorption area8 70 ~ Monitoring tube Date of adequacy test 2 / 9 / 1! Results (Pass/Fail)P O` $ s Fluid depth in absorption field before tes~) in. Elapsed Time: 60 min. Final fluid deptl~ Any rejuvenation treatment (past 12 mo.) (Y/N & type) System type Be cl Gravel below pipe0,5 ft. Y Depression over field N For'4 . bedrooms Water add.e~ 0 0 + gal. New deptl~ in. in. Absorption rate >~00+ . g.p.d. no, If yes, give date D. LIFT STATION Date installed na Size in gallons na "Pump on" level atna' in. "Pump off" level atna Datum na Cycles tested na in. Manhole/Access (Y/N) n~ High water alarm level at n~ in. Meets alarm & circuit requirements? ncx ,E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/lift,station on lot 100' + 100' + Absorption field on lot NA Public sewer main On adjacent lots 100' + 100' + On adjacent lots NA Public sewer manhole/cleanout Sewer/septic service line 25' + Animal containment areas 100' + Holding tank NA Manure/animal excrete storage areas 100' '+ SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation5' + Water main NA Wells on adjacent Io~00 + Property line 10' + Water service line 10' + Absorption field Surface water 5/ 100' + Property line Water Service line Curtain drain SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: 10'+ Building foundation 10'+ 10' + lO0' + Surface water 50'+ Wells on adjacent Iotls00' + Water main NA 10' Driveway, parking/vehicle storage ,F. COMMENTS o. I ce~i~ that I have ~te~in~ thr~gh field inspections and review of Municipal m~s ~at the above systems are in ~nf~man~ with MOA COSA guidelines in effe~ on this date. ' ' Printed' Na~g~eve En9 Eng~ne~ s Date ~/1[~[ COSA Fee $ ~ ~ Waiver F~ $ Date of Payment ~///v/~ Date of Payment (Rev. 4/10) SP-Analytica, Inc.-Anchorage 4307 Arctic Blvd. Anchorage, AK 99503 Phone: 907-258-2155 Fax: 907-258-6634 Northrim Eng Attn: Steve Eng 17237 Bear Paw Circle Eagle River, AK 99577 907-694-7028 Fax: 907-694-7026 Client Sample ID: E.R.,10 Sampling Location'Jt~,*~t~' £[ Client Project: ER 10 Sample Matrix: Drinking Water COC #: PWS#: Residual Chlorine: Comments: Report Date: 1/25/2011 Receipt Date: 1/12/2011 Sample Date: 1/12/2011 Sample Time: 1:00:00PM Collected By: SE Flag Definitions: MRL = Method Reporting Limit MCL = Maximum Contaminant Limit B = Present also in Method Blank H = Exceeds Regulatory Limit M = Matrix Interference J -- Estimated Value D = Lost to Dilution ** =RL higher than MCL; target not detected TNC = Too Numerous to Count - result rejected CF -- Confluent Growth - result rejected TCNG = Turbid Culture No Growth - rejected Lal>g: Al101139-01A Sample Comment: Sample preserved upon laboratory receipt. Analysis Method Parameter Result Units Flags Prep Prep Analysis MCL Method Date Date Analys 4500-NO3E (Aqueous) - Nitrate+Nitrite pres Nitrate-Nitrite as Nitrogen <MRL Lal>g: A1101139-01B mg/L 0.10 Test was conducted by: Analytica - Anchorage 10 1/24/2011 1/24/2011 KM Analysis Method Par-,maeter Result Units Flags 9223B-PA (Aqueous) - Coliforms in DW E. Coli Pass PASS/FAIL Total Coliform Pass PASS/FAIL Labg: A1101139-01C Sample Comment: Sample preserved upon laboratory receipt. 1.0 1.0 Prep Prep Analysis MCL Method Date Date Analys Test was conducted by: Analytica - Anchorage 1 1/12/2011 1/12/2011 KM 1 1/12/2011 1/12/2011 KM Analysis Method Prep Prep Analysis Parameter Result Units Flags MRL MCL Method Date Date Analys 200.8/200.8 (Aqueous) - Family Well Water I Arsenic 1.3 ug/L H 0.15 Test was conducted by: Analytica - Thornton 10 · 200.8 1/17/2011 1/17/2011 RM Page 3 of 3 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water and Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. 1, GENERAL INFORMATION Complete legal d~s~?iption:. Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing Address cos^ Oq ' 5 Expiration Date: Day phone Day phone ~l~.t EA-~' PA~Z_~-t~jA~t~,~.- .I-(I,,~V, ~~,~ Unless othe~ise ~quested, COSA will be held by DSD gor pickup. ~ ~ NUMBER OF BEDROOMS: ~ TYPE OF WATER SUPPLY: Individual Well [~ Individual Water Storage [-I Community Class __ Well [] Public Water System [] TYPE OF WASTEWATER DISPOSAL: Individual On-site [~ Individual Holding Tank [] Community On-site [] Public Sewer [] The Municipality of Anchorage Development Sen/ices Department (DSD) issues Certificates of On-Site Systems Approval (COSA) based only upon the representations given in paragraph 4 by an independent professional civil engineer registered in the State of Alaska. Certificates of On-Site Systems Approval are required for the transfer of title (except between spouses) for properties sen/ed by a single-family on-site wastewater disposal and/or water supply system. DSD also issues COSAs upon request to homeowners. Certificates of On-Site Systems Approval are valid for 90 days from the date of issue for properties sen/ed by a private or Class C well and may be reissued with new water sample results. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties sen/ed by Class A or B wells or a public water system. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 4. 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 outIined 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 ~ ~-,c~ Z~z.4.-- Address ~[ Ix~. '~t.~z.~[~:> L.A-~_., Engineer's Printed Name .~'rz.~,.~lC 5. DSD SIGNATURE J Approved for Disapproved. Conditional approval for bedrooms. bedrooms, with the following stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory X Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other Original Certificate Date: Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 Elmore Street P.O. Box 196650 Anchorage, AK 99519-6650 www.muni.org/onsite (907) 343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST Date of test Static water level Well production WATER SAMPLE RESULTS: Legal Description: A. WELL DATA Well type J:"~V/~'E. IfA, B, or C provide PWSID # Date completed Iolo 1 Sanitary seal (Y/N) ~'. Total depth '~' ft. Cased to :~ I fl. FROM WELL LOG g.p.m. Coliform O colonies/100 mL Nitrate ~ mg/L Arsenic: (~ ug/L date of sample: .,/~/~ B. SEPTIC/HOLDING TANK DATA Tank Type/Material ~ ?"~'~,/-..-. Tanksize /,,,~..~ gal. NumberofCompartments...~_,_ Foundation cleanout (Y/N) ¥ Depression over tank (Y/N) .. Date of pumping .J~JJ~¢~ Pumper N/,4~- C. ABSORPTION FIELD DATA Date installed I1!1~!:~.'o~, Length ~ ft. Soil rating (g.p.d.lft Width J~"" ft. Parcel ID: -~~ Well Log (Y/N) Wires properly protected (Y/N) Casing height (above ground) AT INSPECTION ~.q ft. I, t::) g.p.m. Other bacteria O coloniesll00 mL Collected by: _2:~a~.~¢~- Date installed Cleanouts (Y/N) High water alarm (Y/N) ~ System type Gravel below pipe O- ~-' Total depth Z..~'"'ft. Eff. absorption area ~....~::,ft2 Monitoring tube ~( Depression over field ~ Date of adequacy test ~ Results (Pass/Fail) .N/,F-'- For ~ bedrooms Fluid depth in absorption field before test J~/4--in. Water added ./~,4.--gal. New depth N/,$"in. Elapsed Time: N,/.4-.-min. Final.fluid depth/¥~--.in. Absorption rate >= /V/,4- g.p,d. Any rejuvenation treatment (past 12 mo.) (Y/N & type) ~/ If yes, give date D. LIFT STATION Date installed 'Pump on' level at Nib--in. Datum E. SEPARATION DISTANCES Size in gallons ,~/,~-" 'Pump off' level Cycles tested Manhole/Access (Y/N) High water alarm level at /~/4- Meets alarm & circuit requirements? in. SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tank/liE station on lot /E,~ · Absorption field on lot I ~)~" · Public sewer main N/~. Sewer Is~ptic service line ~,. I.(p~~' Animal containment areas /~/[~ On adjacent lots ~' I.o;~ '" On adjacent lets >' t,,'~ ~' Public sewer manhole/cleanout N/~"" Holding t?nk Manure/a'nimal excrete storage areas SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOT TO: Building foundation ~_~' Property line Water main J~/A- Water service line ~'[c/ · Wells on adjacent lots ~"{m~· SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOT TO: Absorption field Surface Water ~' Iz~;;) Property line [~t / Building foundation lC · '~Water main Water Service line >'~*' Surface water ~' t~::~/ , Driveway, parking/vehicle storage Curtain drain ~ Wells on adjacent lots ~,' Iccp · F. COMMENTS, G. ENGINEER'S CERTIFICATION I certify that I 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. Engineer's Printed Name /~7'Z~A~ ,~o /"'~.~..~. COSA Fee $~-'"'" Date of Payment Receipt N~mber (Rev. 11~5) Waiver Fee $ Date of P,~yment Receipt Number F. Robert"-- bBll 18SSOG, 801 West Fireweed Lane · Anchorage, Alaska 99503-1801 (907) 274-5257. FAX (907) 272-753t February 10, 2009 Municipality of Anchorage Development Services Department Building Safety Division On-Site Water & Wastewater Program 4700 South Bragaw Street P.O. Box 196650 Anchorage, AK 99519-6650 Re: Monitoring Tube - Lot 1 of Winter Subdivision To Whom It May Concern: An existing monitoring tube is located in the 20-foot patent right-of-way reserve located in the northeast comer of Lot 1 of Winter Subdivision. It is approximately three feet above grade and marked with several red horizontal stripes. It is capped and locked. This monitoring tube existed when we began our site investigations in September 2008. Its origin, function, and depth am unknown, and were not directly referenced in the on-site wastewater design prepared by F. Robert Bell and Associates. Please contact our Anchorage office with any questions or need for further information. Sincerely, 801 W. Fireweed Lane g20l I of I 1365 E. Parks tlighway #203 Anchorage, AK 99577 Wasilla, AK 99654 .'z:: :.:.:.::~i;:'~ zi~i!:':': ~ ::.4: :::.:.:.:.:.' :::::::::::::::::::::::::::::::::::::::: :i:i - . : :::::::: -- / S 0001 57 E 114.80( ) ® "' ':' ~-~----I-"-~ ....... ~.~ ): i ~"75°' I ~, " °=4 I ___~ ......+ ........ }~. ~ · . J .; -.N 000225 E 134.80'(R)/', 299.80'(R)