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HomeMy WebLinkAbout411593_Well Construction - GW1_20130211NONRESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resources- Division of Water Quality WELL CONTRACTOR CERTIFICATION # 3324A 1. WELL CONTRACTOR: Joe Zuncich Well Contractor (Individual) Name Applied Resource Manaaement, PC Well Contractor Company Name 257 Transfer Station Road Street Address Hampstead NC 28443 City or Town State Zip Code 910 ) 270-2919 Area code Phone number 2. WELL INFORMATION: WELL CONSTRUCTION PERMIT# NA OTHER ASSOCIATED PERMIT#(if applicable) NA SITE WELL ID #(if applicable) MWAOC-10 3. WELL USE (Check One Box) Monitoring Cl Municipal/Public 0 Industrial/Commercial ❑ Agricultural 0 Recovery 0 Injection ❑ IrrigationD Other 0 (list use) DATE DRILLED 1 /10/13 4. WELL LOCATION: 4971 Arendell Street (Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code) CITY: Morehead City COUNTY Cartaret TOPOGRAPHIC / LAND SETTING: (check appropriate box) DSlope DValley elat ❑Ridge DOther LATITUDE 34 ° 44 ' 2.8900 DMS OR DD LONGITUDE 78 0 47 27.9800 DMS OR DD Latitude/longitude source: V3PS ❑Topographic map (location of well must be shown on a USGS topo map andattached to this form if not using GPS) 5. FACILITY (Name of the business where the well is located.) NA NA Facility Name Facility ID# (if applicable) 4971 Arendell Street Street Address Morehead City NC City or Town State Zip Code Joe Zuncich. Applied Resource Mat. PC Contact Name P . Q _ Box 882 Mailing Address Hampstead NC 28443 City or Town State Zip Code ( 910,E 270-2919 Area code Phone number 6. WELL DETAILS: a. TOTAL DEPTH: 13 b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO q/ c. WATER LEVEL Below Top of Casing: 3.85 FT. (Use "+" if Above Top of Casing) 411593 •• d. TOP OF CASING IS 0 FT. Above Land Surface* • *Top of casing terminated at/or below land surface may require . a variance in accordance with 15A NCAC 2C .0118. : e. YIELD (gpm): NA METHOD OF TEST NA : f. DISINFECTION: Type NA Amount NA i g. WATER ZONES (depth): : Top 4' Bottom 13' Top Bottom : Top Bottom Top Bottom : Top Bottom Top Bottom Thickness/ :7. CASING: Depth Diameter Weight Material : Top 0 Bottom 3 Ft. 2" SCH4( PVC Top Bottom Ft. : Top Bottom Ft. 8. GROUT: Depth Material Method Top 0.5 Bottom 1.5 Ft. Bentonite Top 0.1 Bottom 0.5 Ft. Neat Cement Top Bottom Ft. 9. SCREEN: Depth Diameter Slot Size Material Top 3 Bottom 13 Ft. 2" in. 0.010 in. PVC Top Bottom Ft. in. in. Top Bottom Ft. in. _ in. : 10. SAND/GRAVEL PACK: Depth Size Material Top 1.5 Bottom 13 Ft. Coarse Sand Top Bottom Ft. Top Bottom Ft. 11. DRILLING LOG : Top . Bottom / / / / / / 12. REMARKS: Formation Description See attached boring logs. r F B23r,92013 2013!a'je_ri7�.��jfs j Proce. 5iti g Unit • 1 DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH : 15A NCAC 2 ELL CONSTRUCTION TANDARDS, AN AT A COPY OF THIS RECO- ► 'AS - EEN PROVID WELL OWNER. `-3 SIGNAT i RE 16F CERTIFIED WELL CONTRACTOR DATE PRI ED NAME OF PERSON CONSTRUCTING THE WELL Form GIN -lb Rev. 2/09 .ry Submitwithin 30 days of completion to: Division of Water Quality - lnformatiorrProcessing, 1617 Mail Service Center, Raleigh, NC 27699-161, Phone (919) 807-6300 MWAOC1O Steel Manhole Ground Surface T 1' Bentonite 1 Locking Well Cap Concrete/Grout Crown Groundwater Table 1115'Sand •••••41 `••••i iii. 1ii•� •••••• i••••.•••••• ID% III ••• °•°i• °. 41 r4°•°° i•ee eed ••41 ••• •••l•.L _) •• i••• •••••, ro•ao°! *4040%•••••• i••••. 1•••i•i •••••.-A:•.••• ••••• •••••. IJIJ JJJ 1• ••••• :•:•:::lo c:::: 1•••i•i ••o••r ® ••i• •• •.•••• r•i•i•• )ti••°64 1•!•!•• • o • 1 • i • �•••• • •• •• 3' Riser 10' Screen FEB 2O3 . 13' Total Depth TITLE: Type II Monitoring Well Asbuilt JOB: 12098 SCALE: Not to scale DATE: 1/29/13 DRAWN BY: EFC WELL ID: MWAOC1 0 MWAOC-10 BORING LOG NKC PROPERTIES 4971 ARENDELL STREET MOREHEAD CITY, NORTH CAROLINA DRILLED BY: D. Cummings LOGGED BY: J. Zuncich DATE: 1/1 D/13 Sample Depth Description Water Content Blow Count 2'-4' Tan to dark gray, fine grained sand. Organic odor. Low Hydraulic Push 5'-7' Dark gray -brown, very fine sand with abundant tree roots and wood fragments. Organic odor. Moderate to High Hydraulic Push 10'-12' Green -gray, silty clay with soft, loose texture and low density. Organic odor. High Hydraulic Push