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Home My WebLink AboutSHANE LEE ESTATES BLK 1 LT 6Shane Lee Estates Block i Lot 6 #014-061-62 MUNICIPALITY OF ANCHORAGE Development Services Department rr Phone: 907-343-7904 On -Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Parcel I.D. 014-061-62 Legal description SHANE LEE ESTATES BLK Site address 6700 Tiffany Terrace Expiration Date: Zf Z 3 1 LT 6 Current property owner(s) Alvin and Jennifer Severance X The On-site system(s) is/are approved for 3 bedrooms Conditional approval for bedrooms, with the following stipulations: Comments or advisories: Original Certificate Date: 1/26/2023 This Certificate of On -Site Systems Approval (COSA) is intended to demonstrate the subject system(s) is/are in substantial compliance with municipal code. The Municipality of Anchorage, Development Services Department (DSD) issues COSAs based upon representations provided by an independent professional engineer. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. ATTACHMENTS: COSA Checklist X Well Flow Advisory Absorption Field Advisory Nitrate Advisory Tank Age Advisory Arsenic Advisory Other COSA Approval—June 2022 MUNICIPALITY F CH0 G Development Services Department s Phone: 907-343-7904 On-Site Water & Wastewater Section Fax: 907-343-7997 Certificate of On -Site Systems Approval Application 1. GENERAL INFORMATION Parcel I.D. 014-061-62 Complete legal description SHANE LEE ESTATES S/D BLOCK 1 LOT 6 Location (site address) 6700 TIFFANY TERRACE Current property owners) Alvin III & Jennifer Severance Day phone 907-350-7827 2. ON-SITE SYSTEMS SLED FOR 3 BEDROOMS 3. TYPE OF WATER SUPPLY: 0 Private Well ❑ Private Well serving 2 dwelling units ❑ Private Well serving 3+ dwelling units ❑ Community Well or Public ❑ Water Storage 4. TYPE OF WASTEWATER DISPOSAL: ❑ Private Septic ❑ Private Septic serving 2 dwelling units ❑ Holding Tank H Community Septic or Public Sewer S. SEPTIC TANK: ❑ Steel ❑ Plastic ❑ Concrete ❑ Fiberglass Age - See advisory if steel older than 20 years 6. ABSORPTION FIELD: ❑ AWWTS ❑ Bed ❑ Deep Trench ❑ Wide Trench ❑ Seepage Pit Waiver request for., Expedited review requested: ❑ Distance: By applying for this entitlement, this property is subject to inspection by municipal On-site staff to verify the accuracy of the information provided. COSA Fee $ 2- U U � Waiver Fee $ Date of Payment h-6 (23 Date of Payment COSA # 0.SC 7 -_2, IQ Waiver # COSA Application June 2022 Legal Description: SHANE LEE ESTATES SID BLOCK 1 LOT 6 Parcel ID: 014061-62 If more than 1 well and/or septic system on lot, provide separate checklist Structure served by this system Well log is filed with Onsite (or attached) Well production at time of test 5.5 qpm Date drilled 1/20/1978 Total depth 57 ft Water storage tank volume42 gallons Cased to *40+ ft Well disinfected for coliform test? ❑ Yes 11 No FQ Sanitary seal is functioning correctly Coliform bacteria is Negative ❑ Wins are properly protected Nitrate 0.531 mg/L ❑ Nitrate less than MRL (ND) Casing height (above ground) 31 in. Arsenic ug/L FIM Arsenic less than MRL (ND) Date of flow test for COSA 1/5/2023 Collected by Gary Solin Static water level at beginning of test 24 ft. Date 1/5/2023 Comments *Typical well construction by driller, Nearby wells cased more than 40 ft B. TANK DATA Measured operating fluid level in septic tank Date of pumping ❑ Required maintenance completed, if AWWTS Comments: PUBLIC SEWER D. ABSORPTION FIELD DATA Which system tested (date installed) NIA 0 ALL standpipes present per record drawing Total measured depth from grade ft (max) Measured depth to pipe invert from grade ft (min) ❑ N/A — pressurized field. ❑ Per record drawings, field is insulated. ❑ Monitor tubes go to bottom of effective. If not, state depth into effective ❑ Presoaked required if (Required if house vacant or field not used for more than 30 days prior to date of test) Gallons introduced igallons date Any rejuvenation treatment (past 12 months) If yes, enter date C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: Adequacy test date NIA Results n Pass Fluid depth prior to test in Water added gal New fluid depth in Elapsed time min Final fluid depth in Absorption rate gpd FIELD STATUS — POST RECOVERY Effective depth (per record drawings) in Effective depth used in Effective depth remaining in Comments/Deficiencies: PUBLIC SEWER, Foundation clean out near front door COSA Cheddist June 2022 E. SEPARATION DISTANCES From Private Well on Lot to: (Please enter distances if less than required or if community well on lot) Septic Tank/Lift Station on Lot > 100' Community Sewer Manhole/Cleanout > 100' ❑Yes if No N/A ft DYes if No ft Neighboring Tank > 100' f-1 Yes if No NSA ft Private Sewer/Septic Line > 25' 0 Yes if No ft Absorption Field on Lot > 100' ❑ Yes if No NSA ft Holding Tank > 100' ❑Yes if No NSA ft Neighboring Absorption Fields > 100' NIA Animal Containment > 50' 0 Yes if No ft Yes if No ft Manure/Animal Excreta Storage > 100' Community Sewer Main > 75' DYes if No ft Q Yes if No ft ❑ N/A - Served by Community Well (not on lot) or Public Water From Septic/holding Tank and Absorption Field(s) on Lot to: (Please enter distances if less than required) Building Foundations > 10' [:]Yes if No NSA ft Surface Water > 100' ❑ Yes if No NSA ft Tank to Property Line > 5' F1 Yes if No N/A ft Field to Property Line > 10' []Yes if No NIA ft Water Main > 10' ❑ Yes if No NSA ft Water Service Line > 10' ❑ Yes if No NIA ft F. ENGINEER'S COMMENTS Wells on Adjacent Lots: Private Wells > 100' ❑ Yes if No N/A ft Community Wells > 200' ❑ Yes if No NIA ft If tank or field is under driveway comment below PUBLIC SEWER. Gary Solin P.E. attempted to provide a thorough test of the system in accordance with current regulations. The reported results describe system performance at the testing time and do not guarantee future system performance. No warranty or future time estimate for this system to meet regulatory requirements is provided by Gary Solin P.E. G. CERTIFICATION & 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, indicates that the on-site water supply and/or wastewater disposal system appears to comply with applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation, unless noted otherwise. Name of Firm Engineer's Printed Name q0V Sp rI'17 COSA Checklist June 2022 Phone 907-338-1308 Date 7c4i ,2 02 - OF QF 44 ...� � � a r SO! N o �� n5;;5 — q 10' UTILITY EASEMENTS Lot 7 Lot 7 I `-----`—"'"-' WOODEN FENCE — EAST 137.12' — 3.7'x8.7' STAIRWELL 2.0'x4.2'CANT N ---� Z 60.1' In 12.1' 24.2' 2.0' CANT Q` Q m;0 SEWER CLEANOUT 0 O p Q WOODEN WELL o x r N14.3' b Q FENCEm = 21.3' O P Z O 0 L®� 6 "' ASPHALT M rn z- � 6.7' DRIVEWAY 6'. Lot 6 I o f I 8,380 S.F. Q, -i\ 52.2'W ' C 9.5'x8.5' SHED WEST 142.19' WOODEN FENCE ----- i ( Lot 5 � I Lot 5] ( I I I { NOTE: DUE TO SNOW & ICE COVER, SOME SURFACE LEVEL FEATURES ARE APPROXIMATE. MORTGAGE SURVEY X_ SCALE _ 1" = 30' GRID SW 2034 _ Project No. y 23-012 Al �_ Associates, � 11500 Daryl Avenue, Anchorage, Alaska 99515-3049 Lang & A 5 s o C i a t e S, inc. (907) 522-6476 Phone ken0longsurvey.com Professional Land Surveyors jonothon®langsurvey.com .. ofk k ,...... travis®langsurvey.com ,� �,, , • • , S� �. 1 hereby certify that I have surveyed the following described property: LOT 6, BLOCK 1, SHANE LEE ESTATES (PLAT No. 77-126) Anchorage Recording District, Alaska, and that this Mortgage Location Survey is a representation of the conditions that were found on the dote the survey was performed. This survey does not constitute a boundary survey and is subject to any inaccuracies that a subsequent boundary survey may disclose. The information contained hereon shall not be used to establish any fence, structure, or other improvements. 411 Dated this the --LL-- Day ofA�' aE>=?-'. at Anchorage, Alaska It is the responsibility of the owner to determine the existence of any easements, covenants, or restrictions which do not appear on the recorded subdivision plat. ,• KENNETH G. LANG ,•o cJ No. 5 02 cv � TOPESS14Nr1t�� State of Alaska AECC963 ira 04 1� < Ln: Lrl 0 F4 P cn: Ul to i 0 0 (D 0 0 27 r� til ro Li 0: H kg 140 O Pr E4 E4 E-4 E4 Z Eli ulve ira 04 1� < Ln: Lrl 0 F4 P cn: Ul to i 0 0 (D 0 0 rr ts 27 r� ro 0: H 140 E4 E4 E-4 E4 Eli ulve Yn SI E Lr), cq CA E-1 P P E-1 vi rat w fs fa tM rr ts 27 ro E4 E4 E-4 E4 Eli ulve rr ts . ... iL-J � CH F::-- P�A 9'-- Ar 3�� ^ DEPARTMENT uF HEALTH AND ENVIRONMENTAL r,ROTECTION ^ 825 'L' STREET, ANCHORAGE/ HK. 99501 279-2511 HPPLICHNT EDWIN RINNER 8310 WELLSLEY CT ]44-41]1 LOCATION LEGAL L6 B1 SHANE LEE ESTATES LOT SIZE 8000 SQUHRE FEET MINIMUM DISTHNCE BETWEEN H WELL AND ANY ON-SITE SEWAGE DISPOSAL SYSTEM IS 100 FEET FOR H PRIVATE WELL OR 200 FEET FOR H PUBLIC WELL WELL LOGS ARE REQUIRED AND MUST BE RETURNED TO THE DEPARTMENT WITHIN 30 DAYS OF THE WELL C8MPLETI ON. SPECIFICHTIONS HND CONSTRUCTION DIAGRAMS ARE `AVHILHBLE TO INSURE PROPER INSTHLLHTION, EE. ��'1 -0 ��I r.;- �� CH Ir -A Er- �EE 9:::-o i �F�'(7j 1-1 �R-A K=- I CERTIFY THA T' 1: I HM FAMILIAR WITH THE REQUIREMENTS FOR 8N -SITE SEWERS AND WELLS AS SET FORTH BY THE MUNICIPALITY OF ANCHORAGE. 2� I WILL INSTALL THE SYSTEM IN ACCORDANCE WITH THE CODES. � SIGNED�_"��_-�=c��-~��-��~~~~_- HPPLICHNT EDWIN RINNER Municipality of Anchorage Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99519-6650 '. www.ci.anchorage.ak.us (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL FOR A SINGLE FAMILY DWELLING ad q pI Parcel I.D. 014- /�94.6--62 COSA# ( J S c l -213y3I 1. GENERAL INFORMATION Expiration Date: Complete legal description Location (site address) Current Property owner(s) Mailing address Lending agency Mailing address Real Estate Agent Mailing address SHANE LEE ESTATES S/D; BLOCK 1, LOT 6 6700 TIFFANY TERRACE * ANCHORAGE. AK * 99507 PETER UNGER Day phone 6700 TIFFANY TERRACE * ANCHORAGE. AK * 99507 Day phone SHARI MORELLI W/ KELLER WILLIAMS Day phone 268-9948 101 W. BENSON BLVD, #503 * ANCHORAGE, AK * 99503 Unless otherwise requested, COSA will be held by DSD for pickup. 2. NUMBER OF BEDROOMS: 3 3. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well Individual On-site ❑ Individual Water Storage ❑ Individual Holding tank ❑ Community Class Well ❑ Community On-site ❑ Public Water System ❑ Public Sewer The Municipality of Anchorage Development Services 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 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 samples. (Certificates may be reissued for a period of up to one year with valid water samples.) Certificates are valid for one year for properties served 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 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. Address 3701 E. TUDOR ROAD, SUITE 101 * ANCHORAGE, AK 99507 Engineer's Printed Name JEFFREY A. GARNESS, P.E. Engineer's Comments: In conducting this evaluation, GEG, L£D. attempted to provide a thorough, conscientious engineering analysis of the system in accordance with ADEC and MOA DSD Guidelines & Regulations. The reported results described the performance of the system unde- the conditions encountered at the time of the test, and separation distances measured to readily identifiable features. The operational life of all wells and septic systems depend on the local soils condition, groundwater levels that may fluctuate during the year, and the water usage of the family being served by the system. These conditions are outside the control of the evaluator of the system. Satisfactory test results do not guarantee future performance of the system, nor do they guarantee that there are no hidden defects or encroachments. GEG, LTD. can therefore not provide any warranty or future estimate of how long the system will continue to meet the operational requirements of the ADEC or MOA DSD. The content of this report is for the sole benefit of the owner listed above. Any reliance upon or use of this report by any other person or party is not authorized, nor will it confer any legal right whatsoever. 5. DSD SIGNATURE Approved for —3— bedrooms. Disapproved. Phone 337-6179 Date OF A Conditional approval for bedrooms, with the following stipulations: Attachments: COSA Checklist Septic System Advisory Well Flow Advisory Nitrate Advisory L' Arsenic Advisory Maintenance Agreements Supplemental Engineer's Report Other CE -7953 'Oro f e s si000\ ON-SITE WATER AND WASTEWATER PROGRAM By: / i_ Original Certificate Date: --7 12 (Rev. 11/05) Municipality of Anchorage • Development Services Department Building Safety Division On -Site Water & Wastewater Program 4700 Elmore Road P.O. Box 196650 Anchorage, AK 99519.6650 www.ci.anchorage.sk.us (907)343-7904 CERTIFICATE OF ON-SITE SYSTEMS APPROVAL CHECKLIST obl Legal Description: SHANE LEE ESTATES S/D; BLOCK 1, LOT 6 Parcel ID: 014-p.Y6--62 A. WELL DATA *ASSUMED BASED UPON SURROUNDING WELL LOGS. SEE ATTACHED. Well type PRIVATE If A, B, or C provide PWSID# N A Well Log (Y/N) YES Date completed 1/20/1978 Sanitary seal (Y/N) YES Wires properly protected (Y/N) YES Total depth 57 ft. Cased to *40+ ft. Casing height (above ground) 12+ in. FROM WELL LOG Date of test 1/20/1978 Static water level 18 Well production 5 — 9 -p.m - WATER SAMPLE RESULTS: Coliform 0 colonies/100 ml. Arsenic: N10 ug./L. B. SEPTIC/HOLDING TANK DATA Tank Type/Material Tank size gal. Number of Compartments Foundation cleanout (Y/N) _ Depression over tank (Y/N) AT INSPECTION 7/18/2012 9 ft. 5.18 —9-P M. Nitratey a' —mg./L. Date of sample: 7/18/2012 PUBLIC SEWER Date of pumping Pumper C. ABSORPTION FIELD DATA Date installed Length ft. Total depth ft. Eff. Date of adequacy test Soil rating (g.p.d./ft2or Width i ft Collected by: GEG, Ltd. Date installed Cleanouts (Y/N) High water alarm Jrm�-' System type ft. Gravel below pipe ft. Monitoring tube_ Depression over field Results (Pass/Fail) Fluid depth in absor ' n field before test _ in. Elapsed T' _min. Final fluid depth _ rejuvenation treatment (past 12 mo.) (Y/N & type) Water added _gal. Rol For bedrooms New depth _in. Absorption rate >= g.p.d. If yes, give date D. LIFT STATION Date installed Size in gallons - Manhole/Access (Y/N "Pump on" level at in. "Pump ofr' level — . High water alarm level Cycles tested Meets alarm & circuit requirements? E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic tankilift station on lot N/A On adjacent lots N/A Absorption field on lot N/A On adjacent lots N/A Public sewer main Sewer /septic service line 25'+ Animal containment areas 50'+ Public sewer manholetcleanout 100'+ Holding tank N/A Manure/animal excrete storage areas 100'+ SEPARATION DISTANCES FROM SEPTICIHOLDING TANK ON LOT TO: Building foundation Properly line Absorption Water main Water service Wells on adjacent lots SEPARATION DISTANCE FROM ABSORPTION F Property line B ' oundatic Water service F. COMMENTS G. ENGINEER'S CERTIFICATION Surface water Wells on adjacent lots 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 JEFFREY A. GARNESS Date COSA Fee S �Q() Date of Payment /a �, /�� Receipt Number Q `I 317 (Rev. 11105) Surface TO: Water main PUBLIC SEWER Driveway, parking/vehicle storage Waiver Fee $ Date of Payment Receipt Number .os<a nNsan nmP tAeNAlD) �aeo eudw (aPRL : LASRAm) o� IT BAallo IERIIX B.aNa Y,a,« U Q WI I I ZI QI LL UNDER NO CIRCUMSTANCES SHOULD AN AS -BUILT BE USED FOR CONSTRUCTION OR FOR ESTABLISHING SOU14DARY CR FENCE LINES. THE SURVEYOR TAKES RESPONSIBILITY FOR THE INITIAL TRANSACTION ONLY AND ASSUMES FINANCIAL LIABILITY ONLY FOR THE COST OF THE SURVEY. LISTED DISTANCES PREVAIL OVER SCALING. REPRODUCTION MAY CAUSE ERRORS IN SCALE LOT suRWY SURVEY TYPE SYMBOLS Lj FOUNDARON AS -SUET • SET REBARD ASPHALT ❑ DWOOD F N& STRUCIURE AS-BIILi E ❑ PLOT PLAN ... AS -LT ... LOT SURVEY ... TOPOGRAPHY FOUND REBAR g—g.._g WOOD FENCE CONCRETE SA fm .. e..... — _ _ — r —..1..,.,., . - K, 4OFn ASSUMED ELEV. * M * METAL FENCE ® WOOD DECK IT IS THE RESPONSISIUTY OF THE BUILDER OR OWNER, PRIOR TO CONSTRUCTION, TO VERIFY PROPOSED BUILDING GRADE RELATIVE TO FINISHED GRADE AND UTILITY CONNECTIONS AND TO DETERMINE THE EXISTENCE OF ANY EASEMENTS, COVENANTS OR RESTRICTIONS WHICH DO NOT APPEAR ON THE RECORDED SUBDIVISION PLAT. SURVEY CERTIFICATION ..fir 11FCL"IIN0 PLOT PUN .�'CF l -----'4f k%. U AS -BUILT ...m,.o . w r. �" �'•. 46"l STRUCTURE AS -BUILT ..'p �'... 1 E ,Mn i., e/reY ewelr NMI ••... ..•. d .Nm m, w mA em el ee ofevslostonal ONLY THOSE IMPROVEMENTS ABOVE GROUND AND VISIBLE WILL BE SHOWN. FENCES, WELLS, SEPTIC CLEANOUTS. SIDEWALKS, DRIVEWAYS, ETC., ARE SHOWN IN THEIR APPROXIMATE LOCATION, ONLY. SNOW MAY PREVENT SOME IMPROVEMENTS FROM BEING SEEN AND LOCATED. ALL DISTANCES ARE RECORD UNLESS OTHERWISE NOTED. Robert E. Johns, Jr. & Assoc. Professional Land Surveyors 1700 Brink Drim ANCHORAGE, ALASKA 99504 Scale: 1 It _ 30, IRoe. Lot S.F. Rea. Plot file No. Date Surveyed:7/17/ R VI Drawn 6y. Checked hyR A , .,, K Date Drown: /7,17/12 IGrie: 2034 _1� 12-267 Lot' 3 BLOCK 1 IZWAAIG I 1=1= 1=CTATFC C-,�Oj� 0-" 3 �3 LVel w%/n 5E4Sr,;S- V1Vwq `Sr\ S --r- 5LJ 7-12N, R3 w, SAA EDnSTATESA�p W12- 0610935.6 3I20 EAT 72ND AVENUE L W63- 1 X19 ¢q3o, S ANCHORAGE. ALASKA 99507 �1 SUBSURFACE EXPLORATION NewavRer: KaWeen p,I,9145SShift Report of Operations f. OWNER Elden den Pederson Dawn Uivis %dion - Lot 21' Block 1 2. TYPE Or EXPLORATION Domestic Water Well WESTERN STATES ASSOCIATES 22V ,L CONTRACTOR EQUIPMENT NAME 4, CONTRACT NO. DEPTHS HOLE NO. 1 SAMPLE TOT4L SAM LE MATERIALS AND REMARKS S. SURFACE ELEVATION NO. LENGTH LENGTH WEATHER OEPT"•BEGIN SHIFT DEPTH -CMD SHIFT OEPTH DRILLED 106'4" .. PERMAFROST ENCOUNTERED: FROM TO 10 7. WATER LEVCL DATE. SHIFT January 3.977 2 Y .. TIME DISTRIBUTION HOURS 10 30 RIG HOURS Herb 3 792 24-2 31-2 30 GRILLER CHURN DRILL FISHING 4 7'0 51 ROTARY GRILL PULL CASING ' Tight cemented sand and gravel w/small rod ^'�'—'-'--•'v •. `1!.9 L Don e06M TRUCK SiANOSY- 75 .. HELPER - 790 4502 75 100 TRUCK WELDING 7 �"� Mani of A,)CAO", ye .51`4" _ 100 106 Very hard cemented hardpan. 58'0 106 Coarse gravel - water bearing. 6109„ SURGING PUMPING 9 619" �• CAstmG LOG ID. SOILS LOG. 75'9" , I I Test bailing 12 gpm for 40 minutes. No dray SIZE TYPE DEPTHS SAMPLE TOT4L SAM LE MATERIALS AND REMARKS NO. LENGTH LENGTH FROM TO 1 1010 0 10 Sandy gravel 2 700 17-0 10 30 Tight sand and gravel 3 792 24-2 31-2 30 5% Very hard packed sand and gravel 4 7'0 51 64 Tight cemented sand and gravel w/small rod 5 710 3812 64 75 Tight sandy clay 6 - 790 4502 75 100 Tight sand and gravel. 7 612 .51`4" _ 100 106 Very hard cemented hardpan. 58'0 106 Coarse gravel - water bearing. 6109„ 8 6'8" 9 619" ra ;11"0 ! 75'9" , I I Test bailing 12 gpm for 40 minutes. No dray down. Water level 34 feet from elev, 11 6'11"' 8218 a surface y I _! is 5,a„1 c,.l"� Set pump. Pumped 12 gpm. Water clear in two hours. 14 5- 9 3" INSPECTOR ks A ESTTTT ATE pGt RN AA 2126 LAST 72ND AVENUE ANCHORAGE. ALASKA 96 -JOT SUBSURFACE EXPLORATION Shift Report d! Opetations r. OWNER Elden Pederson PROSECT (bawn'Subdivision,'LOt'4 — Block 11 Domestic Water Well 2. TYPE Or EXPLORATION S. CONTRACTOR WESTERN STATM ASSOCIATES EQUIPMENT NAME 22V A. CONTRACT NO. 3 E. SURFACC CLCVATION WEATHER Of PTH•/COIN /MITT OCPTH.CNO lNIFT DEPTH DRILLED 96111' It. PERMAFROST ENCOUNTC/IEO: FROM TO T. WATER LEVEL DATE A'NIFT r. TIME DISTRIBUTION HOURS RIG HOURS Herb DRILL CK CKV KN DRILL IISWHC NOTARY DRILL FULL CASING Don BOON TRUCK STANDBY HELPER TRUCK WELDING /URCINO PUMPING S• CASING LOG lo. SOILS LOG. .12C TYPE DEPTHS BAwa:'E /tM.LE MATERIALS AND REMARKS TOTAL ND. LNOTN LENGTH FROM TO 1 10'61' 0 7. Sandy gravel. 2 7'211 17.8" 7 12 Silty sand and gravel. g' .7'0" 24'8" l2 •26 Sand gravel very 'hard packed. No water. 4 5'4" 30'011 26 47 Sand and gzav packed. oae s socks. 47 65 Sandy gravel. Very hard with rocks Inter - 5 5 7'0" 37'0" No water. 6 5'7" 4217" 65 76 Sandy clay, tight. 89 Very tight hard packed sandy clay gravel 7 7'7" 50'2" 76 th rocks interbedded. 8 8'8" 58'10 89 96 Coarse gravel, water bearing. 66'5 Test1--:1cd 12 gpm iur 40 minutes. No 10 11,11,I 77'611 drawdown. Water clearing. Water level 28' S 11 499" 821311 1 surface elevation. Set pump and pumped 12 gE Water clear in three hours. T2'10" 8 1 N DRILLER INSPECTOR 13 8110' 9611"' rvm Ia.