croo_54191

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WELL I.D. LABEL# L START CARD # Owner Well I.D. First Name Address Zip (1) LAND OWNER New Well Deepening Abandonment(complete 5a) Conversion (3) DRILL METHOD Rotary Air Rotary Mud Cable Auger Cable Mud Other Reverse Rotary (4) PROPOSED USE Domestic Community Industrial/ Commericial Irrigation Livestock Dewatering State City STATE OF OREGON WATER SUPPLY WELL REPORT (as required by ORS 537.765 & OAR 690-205-0210) Thermal Injection Other (5) BORE HOLE CONSTRUCTION Depth of Completed Well ft. Explosives used: Yes Type Amount SEAL Material From To Amt Other Backfill placed from ft. to ft. Material Filter pack from ft. to ft. Material BORE HOLE (Attach copy) Dia From To Special Standard (6) CASING/LINER Dia Shoe Inside Outside Location of shoe(s) From To Gauge Stl Plstc Wld Thrd Casing Liner (7) PERFORATIONS/SCREENS Method Type Material Scrn/slot width To From # of slots Tele/ pipe size Casing/ Liner Dia (8) WELL TESTS: Minimum testing time is 1 hour Yield gal/min Drawdown Drill stem/Pump depth Duration (hr) Temperature °F Lab analysis Water quality concerns? Yes From Yes (describe below) To Description (9) LOCATION OF WELL (legal description) Tax Lot Lot Twp Range E/W WM Sec 1/4 1/4 Lat ° ' " or DMS or DD Long ° ' " or DMS or DD County N/S of the (10) STATIC WATER LEVEL WATER BEARING ZONES From To Est Flow SWL(psi) SWL Date (11) WELL LOG Ground Elevation Material To Completed Date Started (unbonded) Water Well Constructor Certification I certify that the work I performed on the construction, deepening, alteration, or abandonment of this well is in compliance with Oregon water supply well construction standards. Materials used and information reported above are true to the best of my knowledge and belief. License Number Date Signed (bonded) Water Well Constructor Certification ORIGINAL - WATER RESOURCES DEPARTMENT THIS REPORT MUST BE SUBMITTED TO THE WATER RESOURCES DEPARTMENT WITHIN 30 DAYS OF COMPLETION OF WORK Depth water was first found Temp casing Yes From To Screen Dia Other Tax Map Number I accept responsibility for the construction, deepening, alteration, or abandonment work performed on this well during the construction dates reported above. All work performed during this time is in compliance with Oregon water supply well construction standards. This report is true to the best of my knowledge and belief. License Number Date Signed Existing Well / Pre-Alteration Completed Well From Company Last Name E D C B A Method How was seal placed: Perf/ Screen + Date SWL(psi) By Amount Units sacks/ lbs Slot length Perforations Screens SWL(ft) + SWL(ft) + Size Contact Info (optional) Flowing Artesian? (2a) PRE-ALTERATION Alteration (complete 2a & 10) (2) TYPE OF WORK To sacks/lbs Amt From Material (5a) ABANDONMENT USING UNHYDRATED BENTONITE Proposed Amount From + Dia TDS amount Casing: Seal: ORIGINAL LOG # Actual Amount Street address of well Nearest address Pump Bailer Air Flowing Artesian Dry Hole? Form Version: Thrd Wld Plstc Stl Gauge To Page 1 of 1 114180 1021882 CITY OF PRINEVILLE 387 N.E. THIRD STREET PRINEVILLE OR 97754 607.00 56 Umpqua Labs 340.00 435 11/28/2014 12/23/2013 5/30/2014 1385 12/29/2014 54191 CROO 12/29/2014 ROBERT BUCKNER (E-filed) 22 0 482 17.25 482 607 Cement w/2% Bentonite 0 482 462 S 18 2 482 .375 16 452 472 .375 16 572 597 .375 Screen Liner 16 472 572 .09 16 Screen Liner 14 597 607 .09 14 Wire wrap SS 304L 3 14 32 209 245 340 365 465 515 545 565 607 14 32 209 245 340 365 465 515 545 565 0 3 Road Fill Brown Caliche Hard Gray Basalt Broken Brown and Gray Basalt & Lost Circ Sand & Gravels some brown clay Brown Sandstone Sandstone with Gravel Layer WB Brown Sandstone Broken Basalt, Gravel & Cinders Gray Basalt with Gravel interbeds Brown Sandstone Tuff Hard Gray Basalt CROOK 15.00 S 15.00 E 11 300 44.27911111 -120.90075000 AIRPORT ROAD, PRINEVILLE, OREGON 3248.00 780 26 575 120 1/20/2014 340 365 200 340 3/3/2014 470 607 1200 435

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  • WELL I.D. LABEL# LSTART CARD #

    Owner Well I.D.First Name

    AddressZip

    (1) LAND OWNER

    New Well Deepening Abandonment(complete 5a)

    Conversion

    (3) DRILL METHOD Rotary Air Rotary Mud Cable Auger Cable Mud

    OtherReverse Rotary

    (4) PROPOSED USE Domestic Community Industrial/ Commericial

    Irrigation Livestock Dewatering

    StateCity

    STATE OF OREGONWATER SUPPLY WELL REPORT(as required by ORS 537.765 & OAR 690-205-0210)

    Thermal Injection Other

    (5) BORE HOLE CONSTRUCTIONDepth of Completed Well ft.

    Explosives used: Yes Type Amount

    SEALMaterial From To Amt

    OtherBackfill placed from ft. to ft. MaterialFilter pack from ft. to ft. Material

    BORE HOLE

    (Attach copy)

    Dia From To

    Special Standard

    (6) CASING/LINER Dia

    Shoe Inside Outside Location of shoe(s)

    From To Gauge Stl Plstc Wld ThrdCasing Liner

    (7) PERFORATIONS/SCREENSMethod

    Type Material Scrn/slot

    widthToFrom# ofslots

    Tele/pipe size

    Casing/Liner

    Dia

    (8) WELL TESTS: Minimum testing time is 1 hour

    Yield gal/min Drawdown Drill stem/Pump depth Duration (hr)

    Temperature F Lab analysis Water quality concerns?

    Yes

    From Yes (describe below)

    To Description

    (9) LOCATION OF WELL (legal description)

    Tax Lot Lot

    Twp Range E/W WMSec 1/4 1/4

    Lat ' " or DMS or DDLong ' " or DMS or DD

    County N/Sof the

    (10) STATIC WATER LEVEL

    WATER BEARING ZONESFrom To Est Flow SWL(psi)SWL Date

    (11) WELL LOG Ground ElevationMaterial To

    CompletedDate Started(unbonded) Water Well Constructor CertificationI certify that the work I performed on the construction, deepening, alteration, orabandonment of this well is in compliance with Oregon water supply wellconstruction standards. Materials used and information reported above are true tothe best of my knowledge and belief.License Number Date

    Signed

    (bonded) Water Well Constructor Certification

    ORIGINAL - WATER RESOURCES DEPARTMENTTHIS REPORT MUST BE SUBMITTED TO THE WATER RESOURCES DEPARTMENT WITHIN 30 DAYS OF COMPLETION OF WORK

    Depth water was first found

    Temp casing Yes From To

    ScreenDia

    Other

    Tax Map Number

    I accept responsibility for the construction, deepening, alteration, or abandonmentwork performed on this well during the construction dates reported above. All workperformed during this time is in compliance with Oregon water supply wellconstruction standards. This report is true to the best of my knowledge and belief.

    License Number Date

    Signed

    Existing Well / Pre-AlterationCompleted Well

    From

    Company Last Name

    E D C B AMethodHow was seal placed:

    Perf/Screen

    +

    Date SWL(psi)

    By

    Amount Units

    sacks/lbs

    Slotlength

    Perforations Screens

    SWL(ft)

    +

    SWL(ft)

    +

    Size

    Contact Info (optional)

    Flowing Artesian?

    (2a) PRE-ALTERATION Alteration (complete 2a & 10)

    (2) TYPE OF WORK

    To sacks/lbsAmtFromMaterial

    (5a) ABANDONMENT USING UNHYDRATED BENTONITEProposed Amount

    From

    +

    Dia

    TDS amount

    Casing:

    Seal:

    ORIGINAL LOG #

    Actual Amount

    Street address of well Nearest address

    Pump Bailer Air Flowing Artesian

    Dry Hole?

    Form Version:

    ThrdWldPlstcStlGaugeTo

    Page 1 of 11141801021882

    CITY OF PRINEVILLE387 N.E. THIRD STREET

    PRINEVILLE OR 97754

    607.00

    56 Umpqua Labs

    340.00

    43511/28/2014

    12/23/2013 5/30/2014

    1385 12/29/2014

    54191CROO

    12/29/2014

    ROBERT BUCKNER (E-filed)

    22 0 48217.25 482 607

    Cement w/2% Bentonite 0 482 462 S

    18 2 482 .37516 452 472 .37516 572 597 .375

    Screen Liner 16 472 572 .09 16Screen Liner 14 597 607 .09 14

    Wire wrap SS 304L

    31432209245340365465515545565607

    1432209245340365465515545565

    03

    Road FillBrown CalicheHard Gray BasaltBroken Brown and Gray Basalt & Lost CircSand & Gravels some brown clayBrown SandstoneSandstone with Gravel Layer WBBrown SandstoneBroken Basalt, Gravel & CindersGray Basalt with Gravel interbedsBrown Sandstone TuffHard Gray Basalt

    CROOK 15.00 S 15.00 E11 300

    44.27911111-120.90075000

    AIRPORT ROAD, PRINEVILLE, OREGON

    3248.00

    780 26 575 120

    1/20/2014 340 365 200 3403/3/2014 470 607 1200 435