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Home My WebLink AboutWA-1068_12923_CA_RS_20230923_recptor surveyA CONSULTECH ENVIRONMENTAL, LLC. P.O.Box 5306, Cary, NC 27512 (919) 234-4238, (919) 234-4239 Fax September 20, 2023 North Carolina Department of Environmental Quality Division of Waste Management, UST Section 1628 Mail Service Center Raleigh, NC 27699-1628 Attention:Mr. Scott Ryals Reference:Receptor Survey Former CRccjld Food & Tackle US Highway 64 E Columbia, Tyrell County, NC Incident No: 12923 Dear Mr. Ryals: Please find attached a Receptor Survey for the above referenced facility. Please contact the undersigned if you have any questions or comments regarding the report. Respectively, Consultech Environmental, LLC. John D. Liebig Project Manager D !!CONSULTECH ENVIRONMENTAL, LLC.! P.O. Box 5306, Cary, NC 27512 (919) 234-4238, (919) 234-4239 Fax Prepared by: Consultech Environmental, LLC. 2021 Energy Drive Apex, NC 27502 September 20, 2023 RECEPTOR SURVEY Former AP__fh‘Food & Tackle US Hwy 64 E Columbia, Tyrell County, North Carolina NCDEQ Incident No: 12923 2. Contact Information UST Owner/Operator: Address: Carl Jones 784 Bulls Bay Rd Columbia, NC 27870 Tel:252-796-3461 Property Owner:NC-DOT Consultant/Contractor:Consultech Environmental, LLC. Address: Tel: 2021 Energy Drive Apex, NC 27502 919-234-4238 3. Information about Release Date Discovered:April 1990 Estimated Quantity of Release:Unknown Cause of Release:Unknown Source of Release (Dispenser/Piping/UST):UST System Size and Contents of UST System(s) from which the release occurred: Two 4,000 gal gasoline, two 1,000 gal gasoline, one 550 gal diesel, and one 500 gal kerosene. Criteria Used to Classify Risk Nearby Water Supply Wells 4. Certification #(-.*)*&%.*,+<!!Lghhtg{!N/!Igtnqem-!N/I/! K-!aaaaaaaaaaaaaaaaaaa-!c!Nkegpugf!Igqnqikuv!)$2252*!ykvj!Eqpuwnvgej!Gpxktqpogpvcn-!NNE-!fq!egtvkh{! vjcv!vjg!kphqtocvkqp!eqpvckpgf!kp!vjku!tgrqtv!ku!eqttgev!cpf!ceewtcvg!vq!vjg!dguv!qh!o{!mpqyngfig/! ! Eqpuwnvgej!Gpxktqpogpvcn-!NNE!ku!nkegpugf!vq!rtcevkeg!igqnqi{!kp!vjg!Uvcvg!qh!Pqtvj!Ectqnkpc/!!Eqpuwnvgej! Gpxktqpogpvcn-!NNE!ewttgpvn{!jqnfu!Pqtvj!Ectqnkpc!Eqtrqtcvg!Igqnqi{!nkegpug!pwodgt!E.15;8/! UKVG!KPHQTOCVKQP! 1. Site Identification Former AP__fh‘Food & Tackle US Hwy 64 E Columbia, Tyrell County, North Carolina Date of Report:September 20, 2023 Facility I.D.:UST Incident No.:12923 Site Risk:Low Land Use Classification: N/A Site Name (NCDEQ Incident Name): Former CRccjld 8RZe $ KRT\]V Site Street Address:US Hwy 64 E City/Town:Columbia Zip Code:27870 County:Tyrell Description of Geographical Data Point:Approximate center of property Location Method:Google Earth Latitude (decimal degrees):N 35.5409 o Longitude (decimal degrees):W 76.1858o RECEPTOR INFORMATION In September 2023 Consultech personnel performed a receptor survey of the area near the former UST system (source area). The survey consisted of a vehicular reconnaissance of the area on September 19, 2023, interviews with available nearby property owners, and submitting requests for information to the County health department and the local water authority / service. Outlined below is a summary of our findings. C/2 Ycvgt!Uwrrn{!Ygnnu! No water supply wells were observed hZeYZ_ -1,,l ‘W eYV W‘c^Vc LJK SRdZ_*In a previous LSA report dated March 2003, two water supply wells were reported within 1500 feet of the source area. The closest one was 600 feet from the source area and was removed during the widening of US 64. The other water supply well was located on a farm 1300 feet from the source area. After talking to one of the farm managers, they have removed the water supply well and filled it in to build on top of that piece of their property. The farm manager that we spoke to indicated that the entire area is on city water. Water supply well information is summarized in Table 1. C/3 Oqpkvqtkpi!Ygnnu! E‘ ^‘_Ze‘cZ_X hV]]d hVcV ]‘TReVU Re eYV =‘c^Vc CRccjld Food & Tackle location because of the site being located underneath the US 64 exit ramp. The site did have four monitoring wells before the widening of US 64 which were all installed on February 13, 2003 at a depth of 12 feet (Stick ups). C/4 Rwdnke!Ycvgt!Uwrrnkgu! According to residents in the area, the whole area surrounding the site is connected to the municipal water lines. C/5 Uwthceg!Ycvgt! No surface waterwas located within 1500feet of the site.Receptor information is Included in Table 1. C/6 Ygnnjgcf!Rtqvgevkqp!Ctgcu!! Wellhead Protection Areas are administered by the North Carolina Division of Environmental Quality, Public Water Supply (PWS) Section. According to the PWS, no Wellhead Protection Areas are located within 1,500 feet of the source area. C/7 Fggr!Cswkhgtu!qh!vjg!Eqcuvcn!Rnckp!Rj{ukqitcrjke!Rtqxkpeg! Former Larry's Food and Tackle, Columbia, Tyrrell County, North Carolina is located in the Coastal Plains Physiographic Province (Geologic Map of North Carolina, 1985). Surficial aquifer sediments in the Tidewater region consist of fine sand, silt clay, peat beds and coarser materials from flood-plain alluvium and relic beaches. Soils in the Columbus area of Tyrrell County have poor infiltration capacity (vertical saturated permeabilities of 0.06 to 2 inches per hour). Therefore, the recharge rate of the surficial aquifer in the Columbus area is moderate. The Yorktown confining unit underlies the surficial aquifer and serves as the hydrologic boundary between the surficial aquifer and the Yorktown aquifer. The confining unit is composed of clay and sandy clay that includes beds of fine sand or shell. The Yorktown confining unit is approximately 30 feet thick in the Columbus area, according to maps provided in the USGS Professional Paper 1404-I. The Yorktown aquifer consist mainly of fine sand, silty and clayey sand, and clay. It is characterized by shells and shell beds throughout the aquifer. It is approximately 120 feet in the Columbus area according to maps provided in the USGS Professional Paper 1404-I. The aquifer has an estimated average hydraulic conductivity of approximately 22 feet /day. The Pungo River confining unit is composed mainly of clay with less than 10 percent sand. The unit is predominantly a uniform clay, between the Yorktown and Pungo River aquifers. The confining unit is approximately 100 feet thick in the Columbus area according to maps provided in the USGS Professional Paper 1404-I. The Pungo River aquifer is composed of fine to medium phosphatic sand. The approximate aquifer thickness is 115 feet in the Columbus area according to maps provided in the USGS Professional Paper 1404-I. The average estimated hydraulic conductivity is 32 feet/day. The Castle Hayne confining unit is composed of beds of clay, sandy clay, and clay with sand streaks. This confining unit is thin and contains enough sand to allow leakage between the Castle Rayne and the overlying aquifers. The bed is approximately 10 feet thick in the Columbia area according to maps provided in the USGS Professional Paper 1404-I. The Castle Hayne Aquifer consists of limestone and sand with minor amounts of clay. It is distinguished by its carbonate content and great thickness of fresh-bearing permeable material. The average hydraulic conductivity is 65 feet/day. Hydraulic conductivities range from 15 feet/day (thin beds of sand) to 200 feet/day (porous limestone). The aquifer is approximately 140 feet thick near the town of Columbus, NC according to maps provided in the USGS Professional Paper 1404-I. The Beaufort confining unit overlies the Beaufort Aquifer and is comprised of sediments from the Upper Beaufort Formation. Deposits of sandy clay to clay are characteristic of the confining unit, though some localities exhibit distinct clay interlaced with beds of fine sand or silt. Thickness of the confining unit near Columbus, NC is approximately 50 feet according to maps provided in the USGS Professional Paper 1404-I. The Beaufort aquifer is characterized by fine to medium glauconitic sand, clayey sand, and marine clay beds. Shell and limestone beds, which often range from 5 to 6 feet thick, are known to occur within the aquifer. Thickness of the aquifer near Columbus, NC is approximately 110 feet according to maps provided in the USGS Professional Paper 1404-I. The Beaufort Aquifer has an estimated average hydraulic conductivity of 35 feet/day. The Pee Dee confining unit is made up of clay, silty clay, and sandy clay. Near Columbus, NC the confining unit is approximately 30 feet thick according to maps provided in the USGS Professional Paper 1404-I. The Pee Dee confining unit underlies the Beaufort Aquifer and underlies the Pee Dee Aquifer. The Pee Dee Aquifer consists of fine to medium grained sands, interbedded with gray to black marine clay and silt. Thickness of the aquifer near the town of Columbus, NC is approximately 80 feet according to maps provided in the USGS Professional Paper 1404-I. Though the average estimated hydraulic conductivity is 34 feet/day lower values are found north and northeast of southern Craven County. The Black Creek confining layer overlies the Black Creek Aquifer, and is comprised of clay, silty clay, and sandy clay. Its approximate thickness near the town of Columbus, NC is 65 feet according to maps provided in the USGS Professional Paper 1404-I. The Black Creek aquifer is composed of sediments derived from the Black Creek Formation and the Middendorf Formation. The Black Creek Formation is lagoonal to marine, thinly laminated, gray to black clay, interlayered with gray to tan sands. Outcrops may be characterized by sand- dominated or clay-dominated lenses (USGS Professional Paper 14041, p.133). Well-defined beds of sand, and gray, black, clay characterizes other outcrops. Subsurface sediments are characterized by their high organic content. The Middendorf Formation is a combination of non- marine line to medium sand, silty clay beds, coarse channel sand, and thinly laminated beds of sand and clay. The average hydraulic conductivity for the Black Creek aquifer is 28 feet/day. Thickness of the aquifer near Columbus, NC is approximately 170 feet thick according to maps provided in the USGS Professional Paper 1404-I. Information for this section was derived from the following reference: M.D. Winner, Jr., and R.W. Coble, 1996, Hydrogeological Framework of the North Carolina Coastal Plain, U.S. Geological Survey Professional Paper 1404-I. C/8 Uwduwthceg!Uvtwevwtgu! Underground utilities are located along US 64, NC-94, Albemarle Church Road, Travis Road, and Chapel Hill Road. The utilities include underground water lines, communication lines, sanitary sewer lines and aboveground power and communication lines. The utilities are located outside of the estimated former UST excavation. C/9 Ncpf!Wug! There are no structures or buildings on the site. Adjacent properties include farmland to the north, residences to the northeast, Residences and US 64 to the east, farmland and the Assembly of Praise Church to the south, and farmland and US 64 to the west. The only public assembly location (i.e., schools, playgrounds, or churches) located within a 1,500-foot radius of the site is the Assembly of Praise Church located 900 feet from the former site location. ## # # # Ettvs|mqexi#Wgepi# 5 633# #### #### ###483# ## Rewl#Gsyrx}#KMW#Vigitxsv#Qet# Jsvqiv#$=KKThL Jssh#)#Xegopi# Mrgmhirx#&45=56# YW#L{}#97#I/# Gspyqfme/#X}vipp#Gsyrx}# Rsvxl#Gevspmre# # 5354#Irivk}#Hvmzi#Eti|/#RG#5;835# Hve{r# F}>#XKH# Jmkyvi# Rs>#4#Gligoih# F}>#VFW#Hexi>#Witxiqfiv#4</#5356##R# [W[04;53# [W[0433# $=KKThL Jssh#)#Xegopi# ## # # # Ettvs|mqexi#Wgepi# 633#q# #### #### ###483# # # GspyqfmeYWKW#Xstskvetlmg# Qet#Xstskvetlmg#Qet#"KMIAM $;MMVlN Jssh#)#Xegopi# Mrgmhirx#&45=56# YW#L{}#97#I/# Gspyqfme/#X}vipp#Gsyrx}# Rsvxl#Gevspmre# # 5354#Irivk}#Hvmzi#Eti|/#RG#5;835# # Hve{r# F}>#XKH# Jmkyvi#Rs>#5#Gligoih#F}>#VFW#Hexi>#Witxiqfiv#53/#5356##R# $;MMVl Jssh#)#Xegopi# Table1:PublicandPrivateWaterSupplyWellandOtherReceptorInformationRevisionDate:IncidentNumberandName:#1/2/0>HXX_‘YFood&TackleFacilityID#:WaterSupplyWellandOtherReceptorInformationWell#/ReceptorIDType*ContactNameOwn/User/BothContactPhone#StreetAddressforReceptorReceptorDescriptionandLocationDetails**Latitude/Longitude**(DECIMALDEGREES)SourceStatus&Use***Dist.fromSource(ft)Up-orDown-Gradient(ifknown)Nowatersupplywellsorotherreceptorswerefoundwithin1500feetofthesite.*Ex:WSW=WaterSupplyWell,SWB=SurfaceWaterBody,Resvr=Reservoir,PWS=PublicWaterSupply,PW=PublicWell,SW=SupplyWell,WPA=WellheadProtectionAreas,RA=RechargeAreas(fordeepaquifers),Sub=SubsurfaceStructures,Con=Conduits,Other,MW=MonitoringWell**Thelocationand/orlatitude/longitude(INDECIMALDEGREES)mustbesufficientlyaccurateandprecisetoalloweasylocationofwells(orrecoveryifburied/paved/covered-over,lost,orotherwisedamaged)andforthelocation/replicationofsamplingpointsforanyotherreceptor.***Status:A=ActiveorIA=Inactive*and*Use:P=PotableorNP=Non-PotableUse.(DescribefurtherinAdditionalInformationforWaterSupplyWellstablebelow.)AdditionalInformationforWaterSupplyWells(andOtherReceptors,ifapplicable)Well#\ID(sameasabove)PublicWater:Connected/Available/NotAvailableWellStatusWellConstructionDetailsWellCurrentlyUsedfor:Active/Inactive/AbandonedPrivate/Public/Semi-PublicConstructionMethodandWellTypeTotalDepth(ftBGS)CasingDepth(ftBGS)ScreenedInterval(xtoyftBGS)Nowatersupplywellsorotherreceptorswerefoundwithin1500feetofthesite.FtBGS=Feetbelowgroundsurface