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Home My WebLink AboutSW3150906_COMPLIANCE_20180213STORMWATER DIVISION CODING SHEET POST -CONSTRUCTION PERMITS PERMIT NO. SW DOC TYPE ❑ CURRENT PERMIT ❑ APPROVED PLANS ❑ HISTORICAL FILE COMPLIANCE EVALUATION INSPECTION DOC DATE o2qlye_%_ 2j YYYYMMDD ROY COOPER onre.n,,. Energy, Mineral and Land Resources ENVIRONMENTAL QUALITY February 13, 2018 Mr. Steven P. Augustine, Assistant VP Sheetz, Inc. 5700 Sixth Avenue Altoona, PA 16602 Subject: Compliance Evaluation Inspection Sheetz, Inc Statesville, NC State Stormwater Permit SW3150906 Statesville, North Carolina Dear Mr. Augustine: MICHAEL S. REGAN Seorurnry WILLIAM E. TOBY VINSON, JR Dor,clur Enclosed please find a copy of the Compliance Evaluation Inspection Report for the inspection we conducted at the subject facility on February 8, 2018. The report should be self-explanatory; however, should you have any questions concerning this report, please do not hesitate to contact me at (704) 663-1699 or by email to james.niooreiaincdenr.t?ov. Sincerely, v Zahid S. K an, CPM, CPESC, CPSWQ Regional Engineer Land Quality Section LH/cys Enclosure cc: Stormwater Permitting Branch cc: SW3150906 General File State of North Carolina I Environmental Quality I Energy, Mineral and Land Resources Mooresville Regional Office 1610 East Center Avenue I Mooresville, NC 28115 704-663-1699 Compliance Inspection Report Permit: SW3150906 Effective: 10/16/15 Expiration: 10/15/23 Project: Sheetz, Inc. - Statesville, NC Owner: Sheetz Inc County: Iredell Adress: 1520 Salisbury Hwy Region: Mooresville CitylState/Zip: Statesville NC 28677 Contact Person: Steven P Augustine Title: Directions to Project: Approximately 0.5 miles east of the intersection of Interstate Hwy 77 and Salisbury Hwy US 70. Type of Project: Stale Slornwater - General Permit Drain Areas: On -Site Representative(s): Related Permits: Inspection Date: 02/08/2018 Entry Time: 10:30AM Primary Inspector: James D Moore Secondary Inspector(s): Reason for Inspection: Routine Permit Inspection Type: State Stormwaler Facility Status: ❑ Compliant a Not Compliant Question Areas: State Stornwater (See attachment summary) Phone: 336-978-1028 Exit Time: 11:10AM Phone: Inspection Type: Compliance Evaluation page: 1 Permit: SW3150906 Owner - Project: Sheetz Inc Inspection Date: 02/08/2018 Inspection Type Compliance Evaluation Reason for Visit: Routine Inspection Summary: Please mail or email to james.moore@ncdenr.gov the engineer's certificate and a copy of the recorded deed restrictions. File Review yes No NA NE Is the permit active? 0 ❑ ❑ ❑ Signed copy of the Engineers certification is in the file? ❑ M ❑ ❑ Signed copy of the Operation & Maintenance Agreement is in the file? M ❑ ❑ ❑ Copy of the recorded deed restrictions is in the file? ❑ 0 ❑ ❑ Comment: Please provide a signed copy of the engineer's certification and a copy of the recorded deed restrictions. Built Upon Area yea No NA NE Is the site BUA constructed as per the permit and approval plans? 0 ❑ ❑ ❑ Is the drainage area as per the permit and approved plans? ❑ ❑ ❑ Is the BUA (as permitted) graded such that the runoff drains to the system? ❑ ❑ ❑ Comment: SW Measures yes No NA NE Are the SW measures constructed as per the approved plans? ❑ ❑ ❑ Are the inlets located per the approved plans? ❑ ❑ ❑ Are the outlet structures located per the approved plans? ❑ ❑ ❑ Comment: Operation and Maintenance yes No NA NE Are the SW measures being maintained and operated as per the permit requirements? M ❑ ❑ ❑ Are the SW BMP inspection and maintenance records complete and available for review or provided to 11000 DWO upon request? Comment: page: 2 S&ME, INC. SITE/SOIL EVALUATION Project No. Location /35$ - /.5 -052 Phone No. P,E!Lioosro S F17Z SmPin County: SAUtBuay NIeNM9y Proposed Facility: S7-04tMWA7p BM P Water Supply: Described By: ,( pB ��eX Weather: S" o Uldg eAl Antecedent Moisture Date: 4Z hs .�7426aelL— Property Size On -Site Well ❑ Evaluation: Community ❑ Public ❑ / 61_C Surface Water: Auger Boring Pit Cut N/6 ❑ FACTORS PROFILE PROFI E PROF LE PROFILE Landscape Position% (,pT rL T Horizon Depth I 4 Color Munsell Texture Structure ILLi Consistence SS < Boundary Horizon Depth H . 3 _ g Color - Munsell $ 'C(e Texture C Mottles e M- lowil4 Structure S Consistence S �- C 0t G Boundary Horizon Depth III - Color-Munsell QJA $ 6 JAwr5 O 51,2 Texture Mottles Ac S ldz 5 Sc Structure Consistence r 7164 4 ^- 44 D- /o Boundary Horizon Depth IV 42 .- Q . fil- r7d t Color - Munsell % 5 s d 5 6 Texture 1 Mottles $ _ x Structure W y [ Consistence ;s t 2- y Boundary '41 C, Soil Wetness Restrictive Horizon Saprolite LTAR Classification LEGEND R Ridge lnterfluve S Shoulder L Linear Slope FS Foot Slope N Nose Slope H Head Slope Cc Concave Slope Cv Convex Slope T Terrace P Flood Plain TEXTURE s sand Is loamy sand 91 1 sandy loam loam Si silt ail sill loam sicl silty clay loam cl clay to= sct sandy clay loam Sc sandy clay sic silty clay c clay Ns non -sticky Ss slightly sticky S sticky Vs very sticky Np non -plastic Sp slightly plastic P plastic Vp very plastic MOIST vfr Very friable fr friable fi firm vfi Very firm sg single grain m massive cr crumb gr granular sbk subangular blocky abk angular blocky PI platy pr prismatic