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HomeMy WebLinkAboutGW1-2022-02958_Well Construction - GW1_20220301 i WELL CONSTRUCTION RECORD For Internal Use ONLY This form can be used for single or multiple wells 1.Well Contractor Information: 914CWATER'ZONENES D.T. CHALMERS,JR. FROM t DESCRIPTION Well Contractor Name it4146A ft LrK NC Well Contractor Certification Number L.'15�`i1NNERrGASING'ORS7IJBING eo hermaUclr`osed-Iron FROM TO I DIAMETER 7HICKNESS MATERIAL CATLIN Engineers and Scientists 0 fL 2 It 2 is Sch.40 PVC >ri&1(0UT910GASiNG forr.ul"ti-c4-WdWells ORTIJWER!i7,a liL.lk Company Name FROM I TO I DIAMETER I THICKNESS I MATERIAL 2.Well Construction Permit#: N/A A. IL Jn _List all applicable well permits(i.e.County,State, Variance,Injection,etc.) 3.Well Use(check well use): 91I.SCREEN Water Supply Well: FROM TO DIAMETER I SLOTSUE I THICKNESS I MATERIAL ❑Agricultural ❑Municipal/Public 2 ft. 12 e. 2 in. Slot.010 I Sch.40 1 PVC ❑Geothermal(Heating/Cooling Supply) ❑Residential Water Supply(single) ft. ft. in. ❑Industrial/Commercial ❑Residential Water Supply(shared) sfgTGROUT FROM TO MATERIAL EMPLACEMENT METHOD&AMOUNT ❑Irrigation 0 n. 0.8 rL Concrete Surface Pour Non-Water Supply Well: ®Monitoring ❑Recovery 0.8 ft. 1.8 rL Bent.Pellets Surface Pour Injection Well: ft. ft. ❑Aquifer Recharge ❑Groundwater Remediation 419:rSAND1GRAVEL®PACKYiLa- WYNIMMUMMr ❑Aquifer Storage and Recovery ❑Salinity Barrier FROM TO MATERIAL EMPLACEMENT METHOD ❑Aquifer Test ❑Stormwater Drainage 1.8 fL 12# Medium Sand Torpedo Sa d ❑Experimental Technology ❑Subsidence Control n• tt .20 DRIUL1NG06GratfachYaddir.WdIrsheeINfnecessa ❑Geothermal(Closed Loop) ❑Tracer FROM TO DESCRIPTION color,hardness soillrock type,wain size etc. ❑Geothermal(Heating/Cooling Return) ❑Other(explain under#21 Remarks) rL fL 4.Date Well(s)Completed: 11/05/21 Well ID#: MW-04 rL rL fL fL S� O 00 5a.Well Location: N NCDEQ-Quick Stop Mart N/A Facility/Owner Name Facility ID#(if applicable) ft. Rp ft 300 East Herring Ave.,Wilson,NC 27893 n. rL Physical Address,City,and ZipMAR *A4 i:REkMGt S - E , WILSON N/A vr� ti, County Parcel Identification No.(PIN) *;n • -v re 5b.Latitude and Longitude in degrees/minutes/seconds or decimal degrees: ` ' 22.Certification: (if well field,one lat/long is sufficient) 35.727617 N -77.90422 W 2/21/2022 Signature of Certified Well Contractor Date 6.Is(are)the well(s): M Permanent or O Temporary By signing this form,I hereby certify that the wel(s)was(were)constructed in accordance with ISA NCIC 02C.0100 or ISA NUC 02C.0200 Well Construction Standards and that a copy of 7.Is this a repair to an existing well: O Yes or ®No this record has been provided to the well owner. If this is a repair,fill out known well construction information and explain the nature of the repair under 421 remarks section or on the back oflhis form. 23.Site diagram or additional well details: You may use the back of this page to provide additional well site details or well 8.Number of wells constructed: 1 construction details. You mayjalso attach additional pages if necessary. or multiple injection or non-water supply wells ONLY with the same construcdon,you SUBMITTAL INSTRUCTIONS can submit one form. 9.Total well depth below land surface: 12.0 (R,) 24a.For All Wells: Submit this form within 30 days of completion of well For multiple wells list all depths in different(example-3 200'and 2@100) construction to the following: 10.Static water level below top of casing: (B,) Division of Water`Resources,Information Processing Unit, If water level is above casing,use"+ 1617 Mail Service Center,Raleigh,NC 27699-1617 11.Borehole diameter: 8.25 (in,) 24b.For Iniection Wells ONLY: In addition to sending the form to the address in 24a above,also submit a copy of this form within 30 days of 12.Well construction method: HSA completion of well construction to the following: (i.e.auger,rotary,cable,direct push etc.) Division of Water Resources,Underground Injection Control Program, FOR WATER SUPPLY WELLS ONLY: 1636 Mail Service Center,Raleigh,NC 27699-1636 13a.Yield(gpm) Method of test: 24c.For Water Svanly&Iniection Wells: Also submit one copy of this form within 30 days of completion of well 13b.Disinfection type: Amount: construction to the county health department of the county where constructed. i r Adapted from Fomr GW-1 North Carolina Department of Environment and Natural Resources-Division of Water Resources .Revised 2-22-2016 I CATLIN WELL LOG Engineers and Scientists zz,°ns SHEET 1 OF 1 PROJECT NO.: 221049 STATE: NC COUNTY: WILSON LOCATION: Wilson PROJECT: Quick Stop Mart LOGGED BY: 0. Da nes WELL ID: DRILLER: D.T. CHALMERS JR. MW-04 NORTHING: 2325219 1 EASTING: 721545 CREW: ! E. Swain SYSTEM: NCSP NAD 83 USft BORING LOCATION: In grass Island south of MW-3 T.O.C.ELEV.: 99.37 DRILL MACHINE: Diedrich D-50 METHOD: HSA 0 HOUR DTw: DrY TOTAL DEPTH: 12.0 START DATE: 11/5/21 END DATE: 11/5/21 124 HOURDTW: NM WELL DEPTH: 12.0 BLOW COUNT OVA o o SOIL AND ROCK WELL DEPTH 0.5ft 0.5ft 0.5ft 0.5ft (PPM) LAB. s G DEPTH DESCRIPTION ELEVATION DETAIL i i 0.0 LAND SURFACE 99.4 _ o.o 0.0 '—'.. 0.5 (ML)-Dark brown SILT with organics 98.9 0 Oa a 8 MW-04 (SM/ML)-Brown SILT to Silty F.SAND v — 0'8 3 3 0.0 (0.5-2.5') D t 2.0 97.4 2.0 (ML)-Brown,SILT 5.0 5.5 93.9 3 (CL)-Red CLAY with sand. Moderatley plastic. 3 172.3 VV 3 Moderate HCO o oa oQ �t fV� 10.0 10.0 89.4 (CH)-Gray with orange mottling,Highly plastic CLAY 3 4 with sand. s 8 1902 VV Strong HCO 12.0 12.0 87.4 12.0 12.0 BORING TERMINATED AT ELEVATION 87.4 ft in Highly Plastic CLAY with sand. i Portland Cement Bentonite Pellets I sEj#2 Medium Sand I I i �d fn.'fir•"r�� Y3:�,- x Y 550 GAL, _' ,•• . =?G`A$OLINE U.S�TMSS' ...... e '�•. ��NG PEE ` �'��' ' � `,�,, a: FORMER a DISPENSERS r t } �€ 'k tip. ISLANDS: 47� MW=1_R � l° `10;000-GAL. .ie LEGEND ® Active Monitoring Well (Type II) vi';c F Approximate Location of FqS Telephone Conduit Vault TGO i Approximate Location of Former UST System .• . Parcel Boundary Sour s ax® GeoE-ye,Ea st r G ogr p ics,C•NES/Airbus USDA,USG=,Ae R D, GN,a the GI= U Community.', NOTE:Well and tank locations were obtained from previous reports prepared by other consultants and are approximate. 20 10 0 20 40 Feet PROJECT TITLE FIGURE QUICK STOP MART CATLIN 300 E HERRING AVE SITE MAP WILSON, INC Engineers and Scientists INCIDENT NO. I JOB NO. DATE SCALE i DRAWN BYICHECKED BY 3658 221049 FEB 2022 AS SHO`WN KMC/SJO I