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Home My WebLink AboutUS SURVEY 3044 LT 60 T10N R2E SEC 17/18CESS 4143cptetk ,Z4 Li. b E't, Wit, Municipality of Anchorage On -Site Water and Wastewater Program (907) 343-7904 Certificate of On -Site Systems Approval Parcel I.D. 075-061-48 Expiration Date: s/y 1. GENERAL INFORMATION Complete legal description USS 3044, Lot 60 'TON R2-€ SEC. Pp Location (site address) 1714 Alyeska Highway, Girdwood AK Current Property owner(s) Terrence & Shari Kayutak Day phone Mailing address PO Box 1005 Girdwood, AK 99587 Real Estate Agent Day phone 2. TYPE OF DWELLING: Ej Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) 3. NUMBER OF BEDROOMS: 4. TYPE OF WATER SUPPLY: Individual Well 0 Individual ❑ Individual Water Storage ❑ Holding Tank ❑ Community Class Well ❑ Community ❑ Public Water System ❑ Public Sewer ELI — 3 saJAN 13 2714 TYPE OF WASTEWATER DISPOSAL: WaiverNariance request for: Distance: Received by:, f` COSA to be released to the engineer, unless otherwise requested by the engineer. Date: ' l/ COSA Fee $ 5 6 . `" Waiver Fee $ Date of Payment / /l tit t Date of Payment Receipt Number 0(04.35-6) Receipt Number COSA# Oc56/4/0116, 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. 1 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 Pannone Engineering Services LLC Address P.O. Box 100217, Anchorage Ak. 99510 Engineer's Printed Name Steven R Pannone 6. DSD SIGNATURE System #1 Approved for 3 bedrooms System #2 Approved for bedrooms Disapproved Conditional approval for By: Phone (907)272-8218 Date 12/23/13 �-oatitr�� *,49TM » *' 000 §even l5annon bedrooms, with the following stipulations: tttitlll ccur fr/r{ ON-SITE WATER AND a WASTEWATER oz^ S PROGRAM N` qma_ C �` -moi, F4:,-rn\I\C;� ovvv0/(41/1bry Original Certificate Date: The M7rtI"cipality 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 Septic System Advisory Well Flow Advisory COSA blue sheet_E Nitrate Advisory Arsenic Advisory Other If more than 1 septic system is on the lot: COSA Checklist # 1 of 1 Structure served by this system 1 Certificate of On -Site Systems Approval Checklist Legal Description: Uss 3044, Lot 60 Parcel ID: 075-061-48 A. WELL DATA Well type Private If A, B, or C provide PWSID # Date completed Sanitary seal (Y/N) Total depth ft. Cased to ft. FROM WELL LOG Date of test Static water level ft. Well production g,p.m. WATER SAMPLE RESULTS: Coliform /V colonies/100 mL Nitrate 6, S 3 7 mg/L Arsenic /U) ug/L Date of sample: 1)1).0/1cs 1 B. SEPTIC/HOLDING TANK DATA Tank Type/Material Tank size gal. Number of Compartments Foundation cleanout (Y/N) _ Depression over tank (Y/N) Well Log (Y/N) N Wires properly protected (Y/N) Y Casing height (above ground) 24 in. AT INSPECTION 12/20/13 36 ft 5.2+ g.p.m. Collected by: /` li ? Date installed Cleanouts (Y/N) High water alarm (Y/N) Date of pumping Pumper C. ABSORPTION FIELD DATA Date installed Length Total depth Soil rating (g.p.d./ft2 or ft2/bdrm) ft. Width ft. Eff. absorption area ft2 Monitoring tube _ Depression over field System type ft. Gravel below pipe Date of adequacy test Results (Pass/Fail) Fluid depth in absorption field before test in. Water added Elapsed Time: min. Final fluid depth in. Any rejuvenation treatment (past 12 mo.) (Y/N & type) ft. For bedrooms gal. New depth in. Absorption rate >= g.p.d. If yes, give date D. LIFT STATION Date installed Size in gallons "Pump on" level at in. "Pump off" evel at Datum Cycles tested E. SEPARATION DISTANCES WELL ON LOT TO: / Septic tank/lift station on lot N 1, Absorption field on lot Public sewer main 75+ Manhole/Access (Y/N) in. High water alarm level at Meets alarm & circuit requirements? in. On adjacent lots 100+ On adjacent lots 100+ 100+ Public sewer manhole/cleanout Sewer /septic service line 25+ Holding tank 100+ Animal containment areas 100+ Manure/animal excrete storage areas 100+ SEPTIC/HOLDING TANK ON LOT TO: Building foundation Property line Water main Water service line Wells on adjacent lots ABSORPTION FIELD ON LOT TO: Property line Water Service line Curtain drain F. COMMENTS Building foundation Surface water Wells on adjacent lots Absorption field Surface water Water main Driveway, parking/vehicle storage 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 Steven R. Pannone Date 12/23/13 COSA brown sheet 10-10-12.doc . DE -8149 jo�Aa ss S-1039 NOTE: THIS DRAWING PLAN WITHOUT Legal Description; AS -BUILT Lot 60 USS 113044 LAND & CONSTRUCTION SURVEYORS -PLANNERS -ENGINEERS 440 West Benson Boulevard, Suite 200 Phone: 562-5291 Anchorage, Alaska 99503 Fax: 561-6626 Plat: USS 3044 work Orde: 2014-1-01 Ink/I39: 792/66 Grid: 4814 Ordered By. SHALL NOT BE MODIFIED FOR USE AS A PLOT THE EXPRESSED WRITTEN CONSENT OF LANTECH. MORGAN M1CHELSJHN Legend: Septic Standpipe Water We Pince—x—x— Asphalt SURVEY CERTIFICA11QN: LANTECH ha conducted a physical survey of the property os shown on this drawing and certhies that the Improvements situated thereon are within the property Ones and no encroachments Sat other Than noted EXCLUSIONARY NOTE: It is the owners' responsibility to determine the existence of any easements, covenants, restrictions or right—of—way takings which do not captor on the recorded subdivision plat. Under no circumstances should any data hereon be used for construction, for establishing property linos, or for plot—pion purposes. Data. JANUARY 10, 2014 fOrown By. DMD Scale: 1"=40' (checked By. TAE MUNICIPALITY OF ANCHORAGE - DEPARTMENt OF HEALTH & HUMAN SERVICES Division of Environmental Services'' On Site Service's Section;; .0. Boz 196650 CAnchorage'Alaska .`99519-6650 343-4744 CERTIFICATE OF HEALTH AUTHORITY APPROVAL FOR A SINGLE FAMILY DWELLING Parcel I.D. # 075-061 -48 HAA # �1 QC\clf�(nLt 1. GENERAL INFORMATION Complete legal description U.S. Survey 3044; Lot Location (site address or directions) Alyeska Highway Property owner Mikeyand Louise Lane Day phone 783-2126 Mailing address Lending agency Day phone Mailing address Agent George McCoy w/ Jack White Real Est. Day phone 783-2937 Address 3201 C Street, Suite 100 Anchorage; AK 99503 Unless otherwise requested, HAA will be held for pickup. 2 2. NUMBER OF BEDROOMS: 3. TYPE OF WATER SUPPLY: Individual well Community well Public water XX NOTE: If community well system, provide written confirmation from State ADEC attest- ing to the legality and status of system. 4. TYPE OF WASTEWATER DISPOSAL: Individual on-site Holding tank Community on-site Public sewer XX NOTE: If community wastewater system, provide written confirmation from State ADEC attesting to the legality and status of system. 72-025 (Rev. 1/91) Front MOA*21 STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, l verify that my investigation of this Health Authority Approval application shows that the on-site water supply and/or wastewater disposal system is 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the dat this inspection. Name of FirmALA81iAWAgR =�; -,� h'1`L}t phone 337' 617 9 •�N i•T•yr i:,INS, Address •901 uE'6 aT►' , S 2B Engineer's signature 6. DHHS SIGNATURE )� Approved for 2 bedrooms. Disapproved. 1/49 h * 0 of r A:G: ea?, ? .Wd • E-7953 V�p® Conditional approval for bedrooms, with the following stipulations: Additional Comments By 0641__ Date 2-7-99 CAUTION The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval Certificates based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Rev. 1/91) Back MOA #21 D. LIFT STATION iJ/A Date installed Size in gallons Manhole/Access ( ' "Pump on" le - - "Pump off" level at* High water alarm level at* Cycl E. SEPARATION DISTANCES SEPARATION DISTANCES FROM WELL ON LOT TO: Septic/holding tank on lot '� On adjacent lots r1/4 Absorption field on lot n1 /Oc On adjacent lots Public sewer main 1 oat '1' Public sewer manhole/cleanout Sewer /septic service line 2.5,-1- 0/A Lift station 4 bA SEPARATION DISTANCES FROM SEPTIC/HOLDING TANK ON LOTTO: Poe ur Foundation Water u-1 •- Property line__________---,t4sefptioirfreTC Surface water/drainage Wells on adjacent o s SEPARATION DISTANCE FROM ABSORPTION FIELD ON LOTTO: 9013UL Prope Surface water Curtai F. ENGINEER'S CERTIFICATION Building foundation SEw1 Water ma line rking/vehicle storage area Wells on adjacent lots I certify that in conform Signature Engineer's Name Date 2-09I3 Id inspections and review of Municipal rev nes in effect on this date. q)st pre HAA Fee $ U OD ' 57) Waiver Fee $ Date of Payment (] 2 -/b2 -k/ Date of Payment %I� Receipt Number 114-70 l c 2-80/l Receipt Number 72-026 (Rev. 3/96)* RECEIVED Municipality of Anchorage FEB 02 1999 . 1 DEPARTMENT OF HEALTH & HUMAN SERVIC�mSNiclaAury oFANcrlo• I .: Environmental Services Division ENVIRONMENTAL SERVICES DIatria_ 825 L Street, Room 502 • Anchorage, Alaska 99501 • (907) 343-4744 Health Authority Approval Checklist Legal Description: U.5. SuRJef 304°1 LoT L.O Parcel I.D.: 015 - oral - 48 A. WELL DATA Well type PRNtyre If A, B, or C, attach ADEC letter. ADEC water system number -'— Log present (Y,(f, Ni 0 Date completed U • K • &12f2t'`''r• 7979 Total depth U.K. Cased to 4ol+ Casing height (above ground) ef• • /a 71- Sanitary f Sanitary seal MN) `{res Wires properly protected ON) Yrs AT INSPECTION I/Zo/9 Date of test Static water level Well production WATER SAMPLE RESULTS: FROM WELL LOG g.p.m. 3L g.p.m. Coliform Nitrate 0.485 m54 Other bacteria S' Date of sample: I /Z.I An Collected by: h.v.-\• 0 • c , I rJc . B. SEPTIC/HOLDING TANK DATA pusLIL SEWER Date installed • Tank size Num partments Cleanouts (Y/N) Foundation cleanout (Y/N) Depression -MN) Date of P mpin� g Pumper C. ABSORPTION FIELD DATA Pogo c- svJE2 h water alarm (Y/N) Date installed Soil rating (g.p.d./ft2 or ft2/bdrm) System type Length ' . Gravel thickness below pipe Total depth Effective absorption area Monito be pr- - /N) Depression over field (Y/N) Date of adequacy test R s (Pass/Fail) For bedrooms Fluid depth in absorption field b> . e test (in.); Immediately after ga . .ter added (in.): Fluid depth (ins) Minutes later: Absorption rate = Peroxide treatment (past 12 months) (Y/N) 72-026 (Rev. 3196)* If yes, give date JAN -28-99 08:10 FROM -CTE ENVIRONMENTAL 5615301 T-512 P.02/03 F-669 CS&b Environmental Services Inc. raisiessresso CT&E ReT.A Client Name Project Name/A Client Sample m Matrix Ordered By PW'SAD 990323001 AK Water $r Wastewater Consultants Inc_ U.S Survey 3044 Lot 60 U.S Survey 3044 Lot 60 Drinking Water 0 Client PON Printed Date/Time 01/27;99 00:52 Collected Date/Tiate 01/21/99 12 30 Received Date/Time 01/21/99 13:10 Technical Director: Stephen C. Ede Released 13y p cA Sample Remarks: Parameter Tara; Coliform Nitrate -1i Resutza PCL units method 0 0.485 co:/l00mL 0.100 mt1/L ALLawadLc Prep Anaty4i4 Limits pate bare mit Sm18 92228 EPA 300.0 01/21199 KAP 10 max 01/21/99 01/21/99 SCE RECEIVED FEB 2 1999 Municipality of Anchorage Dept. Health & Human Services 4. DIAMETER - CULVERT PIPE EXISTING PROFILE OF WELL 100.35 - 100.36 101.8 I 1 P SURFACE OF DRNEWAY r\ \\/\\r%�/%rr%�/%\�{\�{\. PROP PROFILE OF WELL 4.—P'`r'�'S EXTEND WELL HEAD TO--�, ABOVE GRADE lig12,4,!> r- 101.0 C iALVe4 r 100.38 Y 17 //////// tixsslH\ i /rrr/\% // j///4ii r�ij ij,r, FILL CULVERT WITH SOIL TO BE FLUSH WITH ELEVATION OF THE DRIVEWAY OR HIGHER SURFACE OF DRIVEWAY ALASKA WATER AND WASTEWATER CONSULTANTS, INC. 6901 DEBARR ROAD. SUITE 2B. ANCHORAGE, AK, 99504 PHONE: (907) 337-6179/FAX: (907) 338-3246 LEGAL DESCRIPTION: U.S. SURVEY 3044, LOT 60 TYPE OF WORK: PROFILE OF WELL PREPARED FOR: MIKE AND LOUISE LANE DATE: DRAWN BY: A.C.G. 2/9/99 PHONE NUMBER: 793-2126 ISCALE: I PAGE: N.T.S. 1 OF 1 MUNICIPALITY OF ANCHORAGE Department of Health & Human Services DIVISION OF ENVIRONMENTAL SERVICES 343-4744 ontiersi CERTIFICATE OF INSPECTION FOR HEALTH AUTHORITY APPROVAL OF ON-SITE SEWER AND WATER FACILITY FOR SINGLE FAMILY DWELLING Parcel I D # (V) 010 \ — L -i (l HAA # ()C\nnCl 1. GENERAL INFORMATION (Must be completed prior to submittal) (a) Legal Description (include lot, block, subdivision, section, township, range) Lot 60; U.S.S.# 3044 Location (address or directions) Atgeaka Highway (b) Property owner Mailing Address 7021 DAL .twoad Anchoh.a' e Ata6ka 99518 (c) Lending Institution Telephone Mailing Address (d) Real Estate Company and Agent JACK (UNITE COMPANY ATTN: Jack Vandenbeh.g Address 3201 C S.#nee- Suite 100 Anckonctge, A2abka 99503 Telephone 563-5500 (e) Mail the HAA to the following address: (or check here Mif hold for pick up.) List contact person and day phone number below: DESIGNS IN WUOOD Telephone : (home) Scan ILLU Business S &S ENGINEERING ad -No --2a Eagle River, Alaska 99577 2. TYPE OF RESIDENCE Single -Family M Number of bedrooms 3. WATER SUPPLY Individual Well Dlx 1 Community 0 Public 0 Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to th legality and status. 4. SEWAGE DISPOSAL On-site 0 Public Rix Community 0 Holding Tank 0 Note: If community well system, must have written confirmation from the State Department of Environmental Conservation attesting to the legailty and status. 72-025 (Rev. 7/88) Page 1 of 2 5. ENGINEERING FIRM PROVIDING INSPECTIONS, TESTS, FILE SEARCH, DATA AND INFORMATION As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation of this Health Authority Approval shows that the on-site water supply and/or wastewater disposal system is safe, functional and adequate for the number of bedrooms and type of structure indicated herein. 1 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 in compliance with all Municipal and State codes, ordinances, and regulations in effect on the date of this inspection. J Name of Firm Telephone egcrt Z f7 zi g w $ :ifd'fYINtiRING Address Jr:31. Eagle. River Loop Road No. 204 E:agla River, Alaska 9951/ Date yZ// / J J 6. DHHS APPROVAL Approved for / bedrooms by Approved Disapproved Terms of Conditional Approval _C)/IIE Cad,`a,. 23 , 61y{t SO 'al' 34 1:4;. 1151-i a 1-41—Date C) ' _ / �� Conditional The Municipality of Anchorage Department of Health and Human Services (DHHS) issues Health Authority Approval cerificated based only upon the representations given in paragraph 5 above by an independent professional engineer registered in the State of Alaska. The DHHS does this as a courtesy to purchasers of homes and their lending institutions in order to satisfy certain federal and state requirements. Employees of DHHS do not conduct inspections or analyze data before a certificate is issued. The Municipality of Anchorage is not responsible for errors or omissions in the professional engineer's work. 72-025 (Rev. 7/88) Back Page 2 of 2 N`Cwp EN P� E� ,�o\l N(1(3% A. WELL DATAt��c,,� `v Well Classification 51Ny la fr Ann; ll If A, B, C, D.E.C. Approved (Y/N) a Well Log Present (Y/N) /J Date Completed U I{ Yield e. 9 l p M Total Depth LI I( Cased to 4o t Depth of Grouting — ( 11- q- yo) Static Water Level 34' Pump Set At Ul<- Casing Height Above Ground l7 r' t Sanitary Seal on Casing (Y/N) MUNICIPALITY OF ANCHORAGE (MOA) ON Health Authority Approval (HAA) CHECKLIST - FEBRUARY 1984 343-4744 Legal Description' Lo+ Go Q. s. S tfr 3 014 Electrical Wiring in Conduit (Y/N) SEPARATION DISTANCES FROM WELL: To Septic/Holding Tank on Lot Ni/PI To Nearest Edge of Absorption Field on Lot M/W LI Depression Around Wellhead (Y/N) /J ; On Adjoining Lots 1 00 1 ± ; On Adjoining Lots f p0 /-t To Nearest Public Sewer Line To Nearest Public Sewer Cleanout/Manhole / 00 To Nearest Sewer Service Line on Lot 2 S Water Sample Collected by .� 'f' � Fn./ r ; Date 1 ! - 5 - `( 0 L WaterSampleTestResults 5H its fAc.tnr'9 - Qf�OfeViV� 'F /Ott-ei/ ISS Comments PutI ee(.�eV' B. SEPTIC/HOLDING TANK DATA Date Installed Size No of Compartments Standpipes (Y/N) Air -tight Caps (Y/N) Foundation Cleanout (Y/N) Depression over Tank (Y/N) Date Last Pumped Pumping/Maintenance Contact on e (Y/N) ; for Holding Tank High -Water Alar nj (,Y/N) & Temporary Holding Tank Permit (Y/N) SEPARATION DISTANCES FROM SEPTIC/' •LDING TANK: To Water -Supply Well To Building Foundation To Property Line To Disposal Field To Water Main/Service Line To Stream, Pond, Lake or Major Drainage Course Comments 72-026 (Rev. 7/88) Front Page 1 of 2 C. ABSORPTION FIELD DATA Soils Rating in AbsorptioStrata Type of System Design Date Installed Length of Field Width of Field Depth of Field Gravel Bed Thickness Square Feet of Absortion Area ► Statndpipes Present (Y/N) Depression over Field (Y/N) Date of Last Adequacy Test Results of Last Adequacy Test SEPARATION DISTANCE FROM ABSORPTION F D. To Water -Supply Well To Property Line To Building Foundation To Existing or Abandoned System on Lot ; On Adjoinin. ots To Water Main/Service Line To Cutb•ck (if present) To Stream, Pond, Lake, or Major Drainage Course To Driveway, Parking Area, or Vehicle Storage Area Comments u b (l r_ e W e r D. LIFT STATION Date Installed Dimensions Size in Gallons Manhole/Access (Y/N) "Pump On" Level at "Pump Off" Level at High Water Alarm Level at I ' v ) Vent (Y/N) Tested for Pumping Cycles during Adequacy Test. Meets MOA Electrical Codes (Y/N) Comments **Check Permitted Bedroom Rating Against HAA Request** I certify that I have checked, verified, or conformed to all MOA and HAA guidelines in effect ii th'- a: inspection. S s1M( IN EKING Signed17034 tingle River Loop Road No vO4 Company Eagle River, Alaska 99577 Date /1/73/#7 MOA No. CP2 go — Cc Receipt No. 33 !� C3& �d" / Receipt No Date of Payment / / —( J - ?a Waiver Fee; $ Amount; $ / 2 o. 0 () Date of Payment 72-026 (Rev. 7/88) Back Page 2 of 2 )k.. CHEMICAL & GEOLOGICAL LABORATORIES OF ALASKA, INC. :=mea, 5633 B STREET • ANCHORAGE, ALASKA 99518 • TELEPHONE (907) 562-2343 FEDERAL TAX I.D. #92-0040440 ANALYSIS REPORT BY SAMPLE for Work Order 4 30025 Date Report Printed: NOV 13 90 @ 09:50 Client Sample ID:L60 USS 43044 PWSID :UA Collected NOV 9 90 @ 13:30 hrs. Received NOV 9 90 @ 16:22 hrs. Preserved with :AS REQUIRED Analysis Completed :NOV 12 90 Laboratory Supexv1ispx :STEPHEN C. EDE Released By : L Special 'FAX TO ROGER @ 4694-1211. Instruct: Chemlab Ref 4: 904777 Lab Smpl ID: 1 Parameter Tested Matrix: WATER Result Units Client Name : S & S ENGINEERING Client Acct : SNSENGP P.0.4 NONE RECEIVED Req 4 Ordered By : R. SHAFER Send Reports to: 1)S & S ENGINEERING 2) Method Allowable Limits NITRATE -N Sample ROUTINE SAMPLE. Remarks: SAMPLE COLLECTED BY R.D.J. 0.13 mg/1 EPA 353.2 10 1 Tests Performed ' See Special Instructions Above UA=Unavailable ND= None Detected " See Sample Remarks Above NA= Not Analyzed LT=Less Than, GT=Greater Than FINER At I PROJECT: j RCI UCH' TL �' 0 kmakil%nxdeoi3ory DATE OF TEST: LOCATION OF WELL (Legal Description): / t L, 0 - O S S . 2,04/4 WELL DEPTH: ( FT CASING: .qQ t FT. SCREEN: 17034 Eagle River Loop Road ROBERT A. SHAFER Eagle River, Alaska 99577 CIVIL ENGINEER 694.2979 (1-9-ta DATE DRILLING COMPLETED: 17 K DRILLER. U IC STATIC WATER LEVEL (Top of Casing): 4 FT. DATE / I " `/ -q O CLOCK TIME eA ELAPSED TIME SINCE PUMPING STARTED/ STOPPED, MIN. DEPTH TO WATER, FT. DRAWDOWN/ . RECOVERY PUMPING RATE, GPM REMARKS 11 o0 0 3 Li (swl) 0 0 Start (- (0(,,..)coto (-„ 1 P 9 t� tp i t t-9,-1 to 11 tb o M oc 5 C( 1 8 9 in _size /a%on P/0,44.11/N9 10 10 41 g� Iry 15 4 I R. y9 20 20 41 5:3,q 25- 25. 4 ( R 9 30 30 4( 61 3S- 35 4 1 R g 4v 40 `i 1 g. i 4I.S 45 hi I /3.`I ro 50 41 al SS 55 41 Al 12 00 60(1 hour) 41 R.9 zo 90 c(1 gig 120 (2 hours) 150 180 (3 hours) 210 15 co 240 (4 hours) 4 1 1- 6.9 RECOVERY t 0 0 5 10 15 20 25 30 35 Comments: We(( p(ocloce S MINE MuYA of 8.T geN, C,ue,r A q k0tDit pei1Od FIOW 111 i9elf uuaranrn Sbbsequent Variations Can Occur,