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HomeMy WebLinkAboutCCB0060and61_EBGrain_InspectionReport_FID1359289_20190710STRUCTUAL FILL COAL ASH INSPECTION Notification Number/Site Name: CCB0060 and CCB0061 /E B Grain Co., Inc. and EB Grain Co. Expansion County: Nash Date of Inspection / Site Visit: July 10, 2019 Inspection Performed by (Inspector / Division): Elizabeth Werner, Davy Conners, Ben Jackson - DWM Physical Address / Crossroads of Location / GPS Location: 7301 and 7101 N US 301, Battleboro, North Carolina, 2 7809 / 36.065490 N,-77.74745 Size of Structural Fill: X Pre 11411994 (CCB0060) <10,000 cubic yards (CY) X Between 10,000 and 100,000 CY (CCB0061) >100,000 CY Landowner verified: E B Grain Company Inc. Current use of site? Has use changed from last inspection? Are there any areas of exposed ash? Design concerns (if applicable) Current use is structural fill under roadbed and building foundation. The current use is the some as last inspection on May 19, 2014. No areas of exposed ash were observed, and the road was in good repair. Based on the map dated December 1991, the location of the CCBs is under the northern building (Building C) and the roadway(s), see Figure 1, Location Map. What is the proximity of the structural fill to receptors? Private Dwellings — none, see Figure 2, Proximity Map. Community Centers — none Surface Water Features 50' (Lakes, Ponds, Wetlands, Streams) —yes, wetlands surround the northern and northeastern areas of fill. See Figure 3, Wetlands Map. Water Supply Wells 100'/500' (Public and Private) — none Desktop Receptor Check Seasonal high groundwater table — unknown 100 year / 500 year floodplain — yes, see Figure 4, Flood Risk Map. Page 1 of 9 Revised 2019 supplemental SF site inspection STRUCTUAL FILL COAL ASH INSPECTION Are there any known utilities in close proximity to, within and/or beneath the fill area? None known Past Noted Violations: (What were they and were the violations resolved?) None Additional Comments: History CCB0060: On November 22, 1991 ReUse Technology Inc submitted a request to the Solid Waste Section to use coal combustion by-products as roadbed material at the EB Grain facility. Fly ash and bottom ash were proposed to be used for roadway embankments and foundations and bottom ash was proposed to be used for secondary road overlay. On December 3, 1991 the Solid Waste Section issued a letter to ReUse Technology indicating that the above referenced project appears to meet the guidelines previously agreed upon for such use. History CCB0061: A second project was submitted on January 6, 1992 by ReUse Technology Inc to use approximately 25,000 tons of CCBs to construct a building pad. On February 10, 1992, the Section issued a letter indicating that the second project appears to meet the guidelines previously agreed upon for such use. Two plots Parcel ID's-037305 (Deed 1194/106); 040238 (Deed 1395/71). Davy Conners, DWM/Solid Waste Section Inspector Name and Division/Section (919) 707-8290 Phone Number Page 2 of 9 Revised 2019 supplemental SF site inspection STRUCTUAL FILL COAL ASH INSPECTION Pictures UDF- e I Zo m ! w N" I a I�, _ N PROPERTY LIIE w R Will, O t Nd$ 0 0 co y lV 'S a VAREHOUSE 500' ! 100'yy �15�Y$ $&° ONerk)'B'01u //� (BencF 500' �T 99PHALT '/W & PARKING Y'. YJ o �7�T�� s� IFyT 600' w 10 8 I° I �I I LL.— KTAL BUILDING I zz — PPE • 80.78 600' u ' E. ¢ sysN VVy � n l re 9i[ 3.00.00.10 s W I Figure 1: Location Map for CCB0061 Page 3 of 9 Revised 2019 supplemental SF site inspection STRUCTUAL FILL COAL ASH INSPECTION Figure 2: Proximity Map Page 4 of 9 Revised 2019 supplemental SF site inspection STRUCTUAL FILL COAL ASH INSPECTION Figure 3: Wetlands Map Page 5 of 9 Revised 2019 supplemental SF site inspection STRUCTUAL FILL COAL ASH INSPECTION rl� i � rjrc r�raw rJlYlll Bluvllior.�.�-ee!uin�r_��anu r - .; l.I •Illll1 .1"Ilk l l lh.11�ll jlllisdi�lwil C, r rOrt: of nageFy. Data refreshed April.2019. --- ter: rr Apprwdmcation ate loC-ed on user in put YhhmtBase Flom Elevti-(dFE) m..x C4oss5ectlwlswlm 196 AnnuaVChance and does hot repie5 rvt an avtllordatrm SPECIAL FLOOD With OF or Depth WaterWater Sort —Elevation PtN al yloCd40n HAZARD AREAS Regulatory Flooy 211, AEAA ., AH. Y£, AR tr — — Coastal Tran—t ase FloodElm Ll rane iBFE] Be. AHec[ed Fbodhlap8oundan Unrlt Study 0.2% Annualehame Flood rlarerd-Areas Jurrs6lallon Boundary D4A of 1%annual chance Hood with —rage t� �A 1ata Avadaae de pth less than ane foot w wlth d.lrlage --- Coastal Transact Besellrra areas of less than one square h, pox OTHER _ Profile Basellne MAP PANELS unmapped .,.� a Future �ualtrons i%Annual FEATURES Hydmgraahrc Feature . Chance Flood Hawrd 2— x ® Area of 6tirdmal Flood heard zme x Area with Reduced Flood Rrsk dta to GENERAL ---' Channel, Culrert, or5torm Sewer Elfe tAELDMR5 OTHER R AREAS O F Leine. See Notes. 2,s�x RUCTURES t rrrrr Levee, bike -or Floodwah Area of undeterndlted Flood naerd ❑ FLOOD HAZARD Area wrath Flaod Rrsk due to Luse zo_ u Zone AE Dothemh;aep Ar OTHER AREAS ® caa tal earder raesource system Area Figure 4: Flood Risk Map Page 6 of 9 Revised 2019 supplemental SF site inspection STRUCTUAL FILL COAL ASH INSPECTION �'I Page 7 of 9 Revised 2019 supplemental SF site inspection STRUCTUAL FILL COAL ASH INSPECTION Figure 5: Back (east) side of the building. Page 8 of 9 Revised 2019 supplemental SF site inspection STRUCTUAL FILL COAL ASH INSPECTION Figure 6: Building "C" has structural fill underneath the concrete pad, CCB0061 EB Grains Expansion. Page 9 of 9 Revised 2019 supplemental SF site inspection