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HomeMy WebLinkAbout411591_Well Construction - GW1_201302111. 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/0 applicable) NA SITE WELL ID #(if applicable) MWAOC-4 3. WELL USE (Check One Box) Monitoring Ei Municipal/Public ❑ Industrial/Commercial ❑ Agricultural ❑ Recovery ❑ Injection ❑ Irrigation❑ Other ❑ (list use) DATE DRILLED 1 /9/1,3 4. WELL LOCATION: 4971 Arendell Street (Street Name, Numbers, Community, Subdivision, Lot No., Parcel, Zip Code) CITY: Morehead Citv COUNTY Cartaret TOPOGRAPHIC / LAND SETTING: (check appropriate box) ❑ Slope ❑ Valley elat ❑ Ridge ❑ Other LATITUDE 34 044 ' 1.9100 "DMS OR DD LONGITUDE 76 ° 47 27.6300 " DMS OR DD Latitude/longitude source: W;GPS [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. AoDlied Resource Mat. PC Contact Name P.O. Box 882 Mailing Address Hampstead NC 28443 City or Town State Zip Code ( 910,i 270-2919 Area code Phone number 6. WELL DETAILS: a. TOTAL DEPTH: 13 b. DOES WELL REPLACE EXISTING WELL? YES ❑ NO qI c. WATER LEVEL Below Top of Casing: 3.81 FT. (Use "+" if Above Top of Casing) NONRESIDENTIAL WELL CONSTRUCTION RECORD North Carolina Department of Environment and Natural Resources- Division of Water Quality WELL CONTRACTOR CERTIFICATION # 3324A 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. n1'591 : e. YIELD (gpm): NA METHOD OF TEST NA f. DISINFECTION: Type NA Amount NA : 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 • • 7 / / • • • • • • • • • • • / / / 12. REMARKS: Formation Description See attached boring logs. TrA \r-\ arty E-.. El:11.Jc ' nfo:•mation Procccc'sng Unit DWQ/BOG I DO HEREBY CERTIFY THAT THIS WELL WAS CONSTRUCTED IN ACCORDANCE WITH : 15A NCAC ELL CONSTRUCT! STANDARDS„, -AND THAT A COPY OF THIS RECO % AS =EEN PRO E WELL OWNE /'gt)-/.3 SIGNA ' E F CER I W LL CO RAC -TOR DATE PR TED NAME OF PERSON CONSTRUCTING THE WELL Submit within 30 days of completion to: Division of Water Quality - Information -Processing, 1617 Mail Service Center, Raleigh, NC 27699-161, Phone : (919) 807-6300 Form GW-1 b Rev. 2/09 MWAOC 4 Steel Manhole ---, Ground Surface 1' Bentonite A 1115'Sand Locking Well Cap •• •� 1 •-• !.'.'.iili•*•r�• !••••1 0 •• • +•ice •••••4 _)••�•° ••• Groundwater °•••4 1°•°•••i • iv" Table •°•••� • oe •••I oe.1 ••••4 _►•••••• •••••S 0 •••Ai 061141% 1601,00411 ••••.I 1S•••°• ►•••i•® 0•••••• ) ••••. b•••et" 1••110°•a 1••••°• 1••••O. 1••w••• 1!••••4 r•.•.•. t••••i. ,1°•'0°• 1•••••S 1°••••• :•:•:•0•. 0 • I • •A •°•°• 1�•�•°n °•�i (0••••• •°•�• �••#•°. .•••• I•.•.•. 'a•°•i I••° • •• !.!.'. 104°i • 40 • 4.11164V4 • • • • • • • i_•_•_•_._•_•.• f Concrete/Grout Crown 3' Riser 10' Screen + 13' Total Depth Applied RReour e Harnp reFd AIC2844 TITLE: Type II Monitoring Well Asbuilt JOB: 12098 SCALE: Not to scale DATE: 1/29/13 DRAWN BY: EFC WELL ID: MWAOC4I MWAOC-4 BORING LOG NKC PROPERTIES 4971 ARENDELL STREET MOREHEAD CITY, NORTH CAROLINA DRILLED BY: D. Cummings LOGGED BY: J. Zuncich DATE: 1/9/13 Sample Depth Description Water Content Blow Count 2'-4' Medium gray, very fine grained sand. Organic odor. Low to Moderate Hydraulic Push 5'-7' Gray -brown, silty to fine grained sand with minor clay lenses and tree root matter. No HC odor. High Hydraulic Push 10'-12' Green -gray, silty clay with soft, loose texture and low density. Organic odor. High Hydraulic Push