HomeMy WebLinkAboutT12N R3W SEC 35 SE4NW4NW4NW4 PARCEL 32T12N R3W SEC 35 E4NW4NW4 NW4 Parcel 32 #017-092-13 „ Municipality of Anchorage ••. Development Services Department ° _ Building Safety Division On -Site Water and Wastewater Program, 4700 S. Bragaw St. P.O. Box 196650 Anchorage, AK 99519-6650 Page / of 2 www. ci.anchorage.ak.us (907) 343-7904 J ON-SITE WASTEWATER DISPOSAL SYSTEM AND/OR WELL INSPECTION REPORT Permit Number. SWO40354 PID Number. 017-092-13 N. : Warren & Debra Hardman Wastewater System: ❑ New El Upgrade wear«.: 5911 E. 142nd Ave., Anchorage 99516 ABSORPTION FIELD Prov: NU -W ofaaamoma: 3 o Daap 7r"rll ❑ slww..,.rla, ❑ew ❑M"W ❑om.r LEGAL DESCRIPTION 9aRaane 1.2 TWID p1n0—two” WP 6,,x*: Lm GPOT? 11.5 FI. Parcel 32 SE4NW4NW4NW4 OW"bP"b--"u"V"pie' GrH".'P"1"10'upp.: .'."."°.T12N R3W sea 35 5.4 F,• Fraeosea""w"gm"p,aea: 6.15 Gov.Legm: Fl. 1.9 FI. 35.0 FI. Well: [3 New ❑ Upgrade G...w:2.5 wb« =..: G.Mz.e.K.« ...: Cuw"ulm (Pma4, A a. C): ictal Daq": Gwe b: Existing private well Fl. TOW aoa"rpian area: 1 1 NA FI. Pq MaW W: F,. F, 430 Fp ASTM D3034 D~, Oau Drove: Slaw WSW L": N"MW; Scott's Services Data WMNe: FL r.le: wl"F sal at Gavq 11"pnl �mw Gra W: 1123/04 GPM F,• FL TANK SEPARATION DISTANCES El Septic []Holding ❑S.T.E.P. ❑Other: 7o Sep (C Absorption Lia From Tank Field Station Holding uotiHPrivate"" Tank Sewer une Pwly: Anchorage Tank&Welding 1000 Gal. Wall 101 102 NA NA 44 wWw. steel Naaa.,wcaaq"ar,.ua: 2 is n—Waw 100+ 100+ NA NA LIFT STATION L"La» 50 45 NA NA NA c.l. FaaMalm 65 70 NA NA 'Poop an•Iaval a l: Yang ar wN M: "°"""°'"a4rm.l: C~ ash NA NA NA NA M+x. °Moor a acaca leaps m. pa W ue Ramrkc Old septic system abandoned in place. BENCH MARK Louuan.ria Dawpu"n: top of FCO Window sill at south end of east wall =102.04 FL 101.60 Engineer's Stamp a�O,F• Inspections Cindy W. Ellis, P.E.Oates: 11/22/04 49TH 9 performed by: 1" tk° 2"e l l23/04 Development Se ices Department Approval m': Ctn W, y Ellis Reviewed and approved by: Date - 5-- b S -� �f'• CE (Re•. rnao, -tam If I l,l OTH CO2 T12N R3W Sec 35 SE4 NW4 NW4 NW4 Property Line B FCO -- 5.3 DC01 95.2 67.2 DCO2 /100 \ STI T 69.1 / ft Well -,7 95.7 71.4 C01 96.0 Radius MTI 95.0 73.8 CO2 104.5 \ MT2 � c Existing Septic System \ > 2 —' � Abandoned a in place. 0 \ / FCO 2BR 13 1 House DCO 1000 gal steel tank ST1 S -1 WEL C01 I l,l OTH CO2 T12N R3W Sec 35 SE4 NW4 NW4 NW4 A B FCO -- 5.3 DC01 95.2 67.2 DCO2 95.5 68.0 STI 95.8 69.1 ST2 95.7 71.4 C01 96.0 74.4 MTI 95.0 73.8 CO2 104.5 96.1 MT2 102.4 93.0 I l,l OTH CO2 T12N R3W Sec 35 SE4 NW4 NW4 NW4 Record Drawing of Septic UpgradeOF•A-t Warren Hardman Watkins Engineering, Inc •.. Parcel ID: 017-092-13 �P� A cO: 49 TH t^d y �� Permit No. SW040354 �, < . r,•••• • •••• ....... 4^ i;.��... ......�. c,; •. clg�u W. ELLIS Cindy W. Ellis, P.E P.O. Box 110443 November 24, 2004 Anchorage, Alaska 99511-0443 E 10577 Scale 1 inch = 30 ft Phone: (907) 349-1851, Fax: (907) 349-1934 FCO DCO FINAL GRADE 99.18 95.28 94.76 1000 GALLON STEEL SEPTIC TANK 94.44 N.T.S. C01 MT1 MT2 CO2 FINAL GRADE = 101.4 NOTE: ORIGINAL GRADE _ 99.17 4"1 PIPE FILTER FABRIC 94.44 SEWER ROCK 87.94 87.94 94.09 87.94 �- 35.0' N NOTE: .T S.TRENCH N.T.S. RELATIVE DEPTH AS -BUILT TEST HOLE = 79.477 T12N R3W Sec 35 SE4NW4NW4NW4 Parcel 32-,, Record Drawing of Septic Upgrade ���� o ..... ; I Warren Hardman Parcel Parcel ID:017-092-13 Watkins Engineering, Inc. °;?` 491H?� Permit No. SW040354 .. ,. ills, c.�.......... .... . �'; '. E - .... ,I Y W. ELLIS 10577 i 00 •, Cindy W. Ellis, P.E. P.O. Box 110443 November 24, 2004 Anchorage, Alaska 99511-0443 , �_2><-R f V��',e No Scale Phone: (907) 349-1851, Fax (907) 349-1934 • �►/aa/ori o?:c��� MUNICIPALITY OFANCHORAGE Development Services Department ►)'�3ILN q •�C.�CY� 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 PERMIT Initial Date Issued: Aug 23, 2004 Expiration Date: Aug 23, 2005 Permit Number: SW040354 Parcel ID: 017-092-13 Legal Description: II<12N R3W SEC 35 SE4NW4NW4NW4 PARCEL'32 Design Engineer: 0844 Watkins Engineering, Inc Site Address: 005911 142ND AVE E Owner Name: WARREN & DEBRA HARDMAN Lot Size: 108900 SO. FT. Owner Address: 5911 E. 142ND AVENUE Total Bedrooms: 3 Permit Bedrooms: 3 ANCHORAGE. AK 99516-0000 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 specked 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. Received By. Date: Z5 -V f - Issued By. Date: 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 www.muni.orglonsite (907)343-7904 ON-SITE SEWER/WELL PERMIT APPLICATION FOR A SINGLE FAMILY DWELLING Parcel I.D. 017-092-13 Permit Number SW Property owner(s) Warren & Debra Hardman Day phone 345-5888 Mailing address (1) 5911 E. 142nd Ave. Mailing address (2) Anchorage, AK Zip Code 99516 Legal description (Lot, Block & Sub'd.) T12N R3W Sec 35 SE4 NW4 NW4 NW4 R txCr1 32 Legal description (Section, Township & Range) Lot Size 108,900 Acres/Sq.Ft. Number of Bedrooms 3 THIS APPLICATION IS FOR: Sewer Only ❑ Well Only ❑ Sewer and Well ❑ Water Storage ❑ Sewer Upgrade 0 THIS PROPERTY CONTAINS: Hot Tub ❑ Jacuzzi ❑ Swimming Pool ❑ Water Softening Unit ❑ Therapy Pool ❑ 1 certify that the above Information is correct. I further certify that this application is being made for a Single Family Dwelling and is In accordance with applicable Municipal Codes. PIC. (Signature of propUrty owner or authorized agent) Permit Fees: 460.0 Waiver Fees: Date of Payment: Date of Payment: Receipt Number. 57eg2d) J,M Receipt Number. (Rev. 12/00) Watkins Engineering, Inc. P.0 Box 110443, Anchorage, AK 99511 (907)349-1851 fax 349-1934 August 14, 2004 Municipality of Anchorage Development Services Department Building Safety Division On -Site Water and Wastewater Program P.O. Box 196650 Anchorage, AK 99519-6650 RE: T12N R3W Sec 35 SE4 NW4 NW4 NW4 Septic System Upgrade To Whom It May Concern: Attached please find the application and supporting documentation for upgrading the septic system for the referenced 2 bedroom house. The house was built in 1966 and has an undocumented septic system. The homeowner plans to move the house, add a bedroom, and install a new septic system. The proposed septic system is designed for 3 bedrooms, although the house will be 2 bedrooms. The existing septic system will be abandoned in place. The proposed design is based upon a test hole dug on August 4, 2004. A deep trench is proposed, between 6.5 ft and 12.5 ft. The test hole was dug to a total depth of 20 ft. No water was encountered during digging the hole or after 7 days of monitoring. A percolation test was run between 7.5 and 8 ft, (no deeper due to safety reasons). The percolation rate in the sand and gravel stratum was less than 1 minute per inch. The soil is of sufficient quality to preclude the use of a sand filter. The soil log is attached. Proposed Soil Absorption System: 3 Bedrooms x 150 GPD/BR = Application rate: 450 GPD / 1.2 gpd/ft= _ System Type: Maximum Depth: Effective Depth: Length Required Proposed Length: 450 GPD 1.2 gpd/ft= 375 sq. ft required deep trench 12.5 ft Eft 375sq.ft/6ft/2 = 31ft 35 ft Sewer Upgrade Permit Application for T12N R3 W See 35 SE4 NW4 NW4 NW4 Watkins Engineering, Inc.; August 14, 2004; page 2 There are no surface waters or private wells within 100 ft of the proposed septic system. I am not aware of any adverse effect that this upgrade would have on any adjacent properties' water and wastewater treatment needs. Thank you for consideration of this permit application. If you have any questions or need further information, please call me at 349-1851 or 360-3389 (cell). Yours truly, Cindy Ellis, P.E. Municipality of Anchorage Development Services Department Building Safety Division a1 On-site Water and Wastewater Program 4700 South Bragaw SL P.O. Boz 196650 Anchorage, AK 99519-6650 www.munl.org/onsite (907)343-7904 Soils Log - Percolation Test Performed For. Warren Hardman Date Performed: August 7, 2004 Legal Description: T12N R3W Sec 35 SE4 NW4 NW4 NW4 Township, Range, Section: Slope Site Plan Depth d R6 — 0.5 (0.0 y7- Sdmd 4- 9 rau,4 . 9- SW 10- (aVj 11- 15 14.5 16- 17- ML- 18- 19 - 20 20.0 60H WAS GROUND WATER ENCOUNTERED? NO 8 IF YES, AT WHIT DEPTH? — L Depth to Weter Aller O Monitoring? None E Date: 8/14/04 Reading I Date I Gross Time I Net Time I Depth to Water I Net Drop PERCOLATION RATE e1 (mewrwwq PERC HOLE DIAMETER e TESTRUNBETWEEN 7.5 Fr AND 8.0 FT PERFORMED BY: Cindy W. Ellis, P.E. I " W a'2 CERTIFY THAT THIS TEST WAS PERFORMED IN ACCORDANCE WITH ALLSTATE AND MUNICIPAL GUIDELII S IN EFFECT ON THIS DATE. DATE: 8/14/04 Jam'~`; d C% � $ m gk CD\ GL LM LU /00 � /\2 � ao XE� M ƒ</ § § §« §k Q t q\cA f- q S. kik§ E~a ®/ �wr� ie ®� K0 ƒ &— r2£CT O 4 V) T12N ROW Sec 35 SE4 NW4 NW4 NW4 T12N RM Sec 35 NW4 NW4 NW4 NW4 OF A �'`' ' Proposed Septic Upgrade - Site Plan Watkins Engineering, Inc. 0 Warren Hardman Parcel ID: 017 -092 -1349TH WELL T12N RM Sec 35 NE4 NW4 NW4 NW4 P.O. Box 110443 Cindy W. Ellis, P.E.W R CIN Y W. ELLis; l Approximate Location Anchorage, AK 99511-0443 �U "s '. �,_. s :' *.- 0 Phone: (907) 349-1851 Fax: (907) 349-1934 i,%. ••...... • WELL Undeveloped \ I T12N R3W Sec W4 t NW4 NW4 Existing Septic System O 1/ o —' -- WELL o Undeveloped TF Proposed Septic System Approximate Location Undeveloped Q WELL T12N R3W Sec 35 SE4 NW4 NW4 NW4 T12N 3W Sec 35 S2 NE NW4 NW4 Ptn IV um fml T12N ROW Sec 35 SE4 NW4 NW4 NW4 OF A �'`' ' Proposed Septic Upgrade - Site Plan Watkins Engineering, Inc. ��. s;, qs'"+;,. Warren Hardman Parcel ID: 017 -092 -1349TH A �) �'' ' P.O. Box 110443 Cindy W. 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GENERAL INFORMATION: Expiration Date: fa -.3d --z-/ Complete legal description T12N R3W SECTION 35 SE4NW4NW4NW4 PARCEL 32 Location (site address) 5911 E 142nd Ave. *Anchorage 99516 Current Property owner(s) Warren Hardman Mailing address Real Estate Agent 2. TYPE OF DWELLING: © Single Family (w/wo ADU) ❑ Duplex ❑ Multiple Dwellings (Single Family and/or Duplex) Day phone 230-4133 Day phone 3. NUMBER OF BEDROOMS: 3. 4. TYPE OF WATER SUPPLY: TYPE OF WASTEWATER DISPOSAL: Individual Well ® Individual Individual Water Storage ❑ Holding Tank ❑ Community Class_Well ❑ Community ❑ Public Water System ❑ Public Sewer ❑ WaiverNariance request for: Distance: Received by: Date: COSA to be released to the engineer, unless otherwise requested by the engineer. COSA Fee $ Waiver Fee $ Date of Payment 7-36 2V Receipt Number. (r%Z-G S b COSA # 05G21 11--l39 Date of Payment Receipt Number Waiver # wd 5. STATEMENT OF INSPECTION BY ENGINEER As certified by my seal affixed hereto and as of the validation date shown below, I verify that my investigation, based on procedures outlined in the Certificate of On -Site Systems Approval Guidelines for this application, shows that the on-site water supply and/or wastewater disposal system is (are) safe, functional and adequate for the number of bedrooms and type of structure indicated herein. I further verify that based on the information obtained from the Municipality of Anchorage files and from my investigation and inspection, the on-site water supply and/or wastewater disposal system is(are) in compliance with all applicable Municipal and State codes, ordinances, and regulations in effect at the time of installation. Name of Firm: Garness Engineering Group Ltd (GEG) Phone: 907-337-6179 Address: 3701 East Tudor Road Suite 101- Anchorage Alaska 99507 Engineer's Printed Name: Jeffrey A. Garness Date: In conducting this evaluation, GEG provided an engineering evaluation of the well and/or septic system in accordance with the guidelines and regulations established by the Municipality of Anchorage and industry practices. The reported results describe the condition of the system/s on the date/s of the evaluation. Separation distances were measured to readily identifiable features. Hidden defects or encroachments may exist that were not identified during the evaluation. The operational life of all wells and septic systems depend upon a variety of variables, including but not limited to, soil conditions, groundwater levels (that may fluctuate during the year), quality of construction (materials and workmanship), and the water usage of the family utilizing the system/s. These conditions can vary, and are outside the control of GEG. Satisfactory test results do not guarantee future performance of the system/s; therefore, GEG makes no warranty (express or implied) regarding the future performance of the well or septic system. GEG makes no representation whether an alternative well or septic system can be installed on the property in the event either of the current systems fail to perform adequately in the future. The content of this report is for the sole benefit of the person/party that retained GEG to perform the evaluation. Reliance upon the information provided in this report by any other person or party (including subsequent property purchasers) is not authorized, nor will it confer any legal right whatsoever. 6. D D IGNATURE System #1 Approved for 3 bedrooms System #2 Approved for bedrooms P��TYtOF(r,�4��� i bedrooms, fi�lhe fibla � Estip WATER 4 Kin rrr L H �• Jef Gornes° )O 9 '• E—.7953 cGG 0,� �o �o f essi0"" �D�000c� #AECC884 F/�-�Pt.i'f Disapproved Conditional approval for r2 WASI i � VVATE JJJ/ O � C pns: l� B 1�--� Wil/ Original Certificate Date: 7— 30 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 Nitrate Advisory Septic System Advisory Arsenic Advisory Well Flow Advisory Other Legal Description: S he°t T12N R3W SECTION 35 SE4NW4NW4NW4 PARCEL 32 Parcel ID If more than 1 septic system on lot: COSA Checklist # of Structure served by this system n1l7-nc0-13 A. WELL DATA ** t�\ ( t1 Well log is filed with Onsite (or attached) Well production at 'time of test 1.17 gpm t`\ �. Date drilled 1966(?)Water storage tank volume N/A gallons Total depth *204 ft Well disinfected for coliform test? [ Yes i No Cased to *204 ft Coliform bacteria is Negative O Sanitary seal is functioning correctly Nitrate mg/L N Nitrate less than MRL (ND) rl Wires are properly protected Arsenic 5-44 ug/L ❑Arsenic less than MRL (ND) Casing height (above ground) 12+ in. Collected by ANCHORAGE WELL & PUMP SERVICE c --- Date of flow test for COSA ••7i0J21 Date of Sample 5/1 1/21 Static grater level at beginning of test *48 ft. Comments 'PER AWPS INVOICE 6/24/21 *"WELL TEST & H2O SAMPLES BY ANCHORAGE WELL & PUMP SERVICE (AWPS) 1-0�5D B. TANK DATA Age of tank(s, 17 years Tank type/material SEPMiSTEE tt Measured operating fluid level in septic tank 50 N Standpipes/foundation cleanout per record drawing Date of pumping 5/19/21 D ABSORPTION FIELD DATA DEEP TRENCH Which system tested (date installed) 11/23/04 A ALL standpipes present per record drawing Total measured depth from grade 12.16 ft (max) Measured depth to pipe invert from grade 6.0 ft (min) ❑ NIA — pressurized field 117M Monitor tubes go to bottom of effective. If not, state depth into effective -6IT2 GOUT FIN -1 Code -required soil cover over field ❑} System presoaked (Required if vacant for greater than 30 days prior to date of test) Gallons introduced N/A gallons Comments/Deficiencies: MT1 DOES NOT EXTEND INTO DRAINROCK COSA Checklist yellow sheet C. LIFT STATION ❑ Required maintenance completed Age of lift station years Lift station material Comments: N/A Adequacy test date 7/3/21 Results 2 Pass For 3 bedrooms Fluid depth prior to test 16 in Water added 551 gal New depth 24 in Elapsed time 120 min Final fluid depth 19 in Absorption rate 450+ gpd Any rejuvenation treatment (past 12 months) NONE If yes, enter date N/A E. SEPARATION DISTANCES F rorn Private Well on Lot to: (Please enter distances if less than required or if community well) R� Yes Septic Tank/Lift Station on Lot > 100' ft Surface Water > 100' Community Sewer Manhole/Cleanout? 100' 7 Yes if No ft 0 Yes if No ft Neighboring Tank > 100' P� Yes if No ft Private Sewer/Septic Line > 25' F71 Yes if No ft Absorption Field on Lot > 100' Q✓ Yes if No ft Holding Tank > 100' 0 Yes if No ft Neighboring Absorption Fields > 100' Yes if No ft Water Service Line > 10' Animal Containment > 50' Q✓ Yes if No ft Q Yes if No ft Froin Absorption Field on Lot to: (Please enter distances if less than required) Building Foundation > 10' Manure/Animal Excreta Storage > 100' Yes if No Community Sewer Main > 75' 177 Yes if No _ ft Fv Yes if No ft From Septic/Holding Tank on Lot to: (Please enter distances if less than required) Building Foundations > 10' R� Yes if No ft Surface Water > 100' Yes if No ft Property Line > 5' Q Yes if No ft Wells on Adjacent Lots: Absorption Field > 5' []✓ Yes if No ft Private Wells > 100' Q Yes if No ft Water Main > 10'✓0 Yes if No ft Community Wells > 200' Yes if No ft Water Service Line > 10' 0✓ Yes if No ft If septic tank is under driveway comment below Froin 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' 0✓ 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 > 1011771 Yes if No ft Community Wells > 200' r✓ Yes if No ft Surface Water > 100' Q Yes if No ft (,F, ENGINEER'S COMMENTS — SEAL AND SIGNATURE OF JEFFREY GARNESS P.E. DOES NOT APPLY TO \ _ WEU L FLOW TEST PERFORMED BY AWPS. cr2.- DRAINFIELD RUNS UNDERNEATH DRIVING AREA. 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 1 r 9.. 77, 0 9 � - , MOA COSH guidelines in effect on this date. �j�........... ....... ............. ............ y ' . G rness.- § QCT. CE -7953 „� J l s '•' /� G 17.�• �c COSA Checklist yellow sheet ��ec pyo f essl000\ #AECC884 J Warren Hardman 5911 E 142nd Ave Anchorage, AK 99516 Sequence of Site Visits 5/11/21— Customer requested well Test - Pulled the pump off the pitless. Added 10' of pipe. Set pump on well head and pump well dry. Left the pump to recover for 1 hour. Started the pump and completed well test. The well produced .42 gpm at time of test. Collected water samples and delivered to the lab. 6/18/21— Customer requested total well depth and total casing depth - No well log was located on the MOA on-site records or on WELTS. Customer wanted to know if the well can be hydro-fracked. 6/21/21— Pulled pump from well and checked the well depth at 204'. Static water level 48'. The well is cased to the bottom and is not able to be hydro-fracked. Pump was initially set at 159'. Per customer request, drop pipe was added to set the pump at the bottom of the well. Set pump on well head and flush well. Well produced very dirty water. Installed pump protection and let pump run over night. 6/22/21— Water running clean after pumping overnight. Final pump set at 200'. Retested well, see well test report. Well produced 1.1 gpm at time of test. Reset pump on pitless. Install well seal and conduit per MOA code. �r-H°R,g WATERtNELL - TEST PUMP REPORT Q F, Conducted by Anchorage Well & Pump Service '�i - - 330 E 76th Avenue, Anchorage AK 99598-2840 Ph: (907) 243-0740 Fax: (907) 243-0742 10 UM PS OWNER INFORMATION Owner: Address: Well Location: PUMP INFORMATION Intake Depth: Static Water Level: Max Drawdown: Air Line Depth: Average Discharge: PUMP ON Time: PUMP OFF Time: Warren Hardman 5911 E 142nd Ave Anchorage, AK 99516 200' 48' 10:00 Date: 6/22/2021 11:55 Date: 6/22/2021 WELL INFORMATION Total Depth: Depth of Casing: Static Water Level: Casing Size: Screen Diameter: Screen Slot: Screened From: Screened To: GPS: Remarks: 204' 204' 48' 6" n/a n/a n/a na/ Elapsed Water Level Flowmeter Flow GPM Comments Time Feet Meters Reading Usage START 10:00 9437 Pump well dry 10:35 !J 9437 Start test 11:05 9437 Pump on - 11:09_-- -------_-- !- — 9475 t Pump off 11:29 9475 --- _ _ _ Pump on 11:32 9500 Pump off 11:52 9500 Pump on 11:55 � 9527 Pump off 1.1 gpm at time of test i eaa MCI i 44G onne 4 Jeff Garness From: Dave <dave@awps.com> Sent: Thursday, July 29, 2021 3`22 PM To: Jeff Garness Subject: Re: 5911 East 142nd Ave - Well Flow Testing Yes, absolutely, chlorinating and flushing is SOP for us. Sent from my iPhone On Jul 29, 2021, at 2:54 PM, Jeff Garness <Jeff@garnessengineering.com> wrote: Did you chlorinate the well prior to pulling the water sample? If so, did you flush it thoroughly prior to pulling the samples? Jeffrey A. Garness, P.E., M.S. President Garness Engineering Group, Ltd. 3701 E. Tudor Road, Suite 101 Anchorage, Alaska 99507-1259 Phone: (907) 337-6179 Mobile: (907) 244- 9612 Website: Mm.garnesseng0neerino.com <image002.jpg> <image005.jpg> <im0ge00&. jpg> From: Dave <dave@awps.com> Sent: Thursday, July 29, 20211:51 PM To: Henry.Martin <henry.martin@awps.com>; Jeff Garness <Jeff@garnessenginee ring.com>; Sonja Blewett <Sonja@garnessenginee ring.com>; Erik Widger <erik@garnessengineering.com> Subject: RE: 5911 East 142nd Ave - Well Flow Testing Hi Jeff, see attached for the Warren Hardmen well test in excel doc and a brief summary of events in word doc. Bill To: ANCHORAGE WELL & PUMP SERVICE, INC. 7640 KING STREET ANCHORAGE, AK 995'18 PH. 907-243-0740 Warren Hardman 5911 E 142ND AVE ANCHORAGE, AK 99516-4318 USA Order Invoice #: 20211670 Ship To: WARREN HARDMAN 59'11 E 142ND AVE ANCHORAGE, AK 99516-4318 USA SALESPERSON YOUR NO. SHIP VIP. COL PPD SHIP DATE TERMS DATE PG. MARK VANWINGERDEN 31815 Net 10 6/24/2021 1 TY. I ITEM NO. DESCRIPTION PRICE DISC % EXTENDED TX PRICE Scope of Work: MOB.TO SITE: PULL. WELL PUMP/PIP&WIRE. DEPLOY CASING LOGGER TO DETERMINE CASING LENGTH FOR POSSIBLE HYDROFRAC. RE -INSTALL WELL PUMP / DE -MOB. 4 RIG Pump Rig/Boom Truck $175.00 14.29% $600.00 1 WELL DATA CASING LOGGER. $175.00 $175.00 1 Field Service 6/21/21 - Pull pump. Log well and casing. Well depth 204', Static water level 48', Casing to bottom. Reset pump. Add 40' of i" pipe to extend drop pipe to bottom. Install flowmeter to test well production. 2 ST2-Mark Service Tech 1 Field Service 6122/21 - Complete well test - 1.17 gpm. Install circuit protection to pump overnigty to clean silt at louvered level. 2 ST1-Dave Service Tech 1 Field Service 6/23/21 - Check water clarity - water cleaned up. Reset pump on pitless. Removed old control box from laundry room. Need to install well seal and conduit. 1 ST2-Mark Service Tech 1 MID-VOLS-WTCC-6-952809 6" ALUMINUM WELL CAP $64.00 $64.00 MIDWEST 1 Electrical Electrical Conduit $10.00 $10.00 We appreciate your business. SALE AMT. $849.00FREIGHT $0.00 SALES TAX $0.00 TOTAL AMT. $849.00 PAID TODAY $0.00 BALANCE DUE $849.00 e�` O rjg ANCHORAGE WELL & PUMP SERVICE, INC. 7640 KING STREET 1!-M ` lv' ANCHORAGE, AK 99518 PH. 907-243-0740 \!MPE'U% Warren Hardman 5911 E 142ND AVE ANCHORAGE, AK 99516-4318 USA Invoice Invoice #: 20211651 Ship To: WARREN HARDMAN 5911 E 142ND AVE ANCHORAGE, AK 99516-4318 USA SALESPERSON YOUR NO. SHIP VIA COL PPD I SHIP DATE i TERMS DATE C PG. TYLER S RIDGWAY I ' Net 10 5/10/2021 1 TY. ITEM NO. DESCRIPTION PRICE DISC % EXTENDED TX. PRICE 1 i Service Call ! FLOW TEST & SAMPLES I i 1 Field Service 5/11/21 Check system. Pick up well pump I $571.00; $571.00 off pitless and begin flow test. Empty water i I out of well and allow for one hour of recovery time. Install new contol box and test system - I i ok. Restart pump - pump drawing 30 amps. i Well poduced 0.42 gallons/minute. . Collect 3 ST5-Tyler samples. Connect pump to pitless. Service Tech 'I 1 RIG i SAMPLES I Pump Rig/Boom Truck COLIFORM / ARSENIC / NITRATE / KIT $358.00 $358.00 1 NOTE: TEST RESULTS: Arsenic: within allowable limits, Nitrate: none detected, Coliform: ? ! 4 1 I Negative I f j I I SALE AMT. We appreciate your business. Thankyou! $929.00FREIGHT $0.00 SALES TAX $0,00 TOTAL AMT. $929.00 PAID TODAY $929.00 i BALANCE DUE E $0.00 j I