NCS000018_Fact sheet binder_20230830

DEQ / DEMLR
FACT SHEET FOR NPDES INDUSTRIAL INDIVIDUAL
STORMWATER PERMIT DEVELOPMENT
Basic Information for Permit Issuance and Renewals:
Permit Writer/Date Brianna Young 8/25/2023
Permit Number NCS000018
Owner/Facility Name J.C. Steele& Sons, Inc./J.C. Steele& Sons, Inc.
3321 (331511)/Gray and Ductile Iron Foundries
SIC(NAICS)Code/Category 333248/All other industrial machinery
manufacturer
Basin Name/Sub-basin number Yadkin Pee-Dee/03-07-06
Receiving Stream/HUC UT to Fourth Creek/030401020402
Stream Classification/Stream Segment C/ 12-108-20
Is the stream impaired on 303 d list]? No; See Section 2 below
Any TMDLs? Yes; See Section 2 below
Any threatened and/or endangered species? See Section 2 below
Any compliance concerns? See Section 2 below
Any permit mods since lastpermit? No
New expiration date 9/30/2028
Comments on Draft Permit? See Section 6 below
Section 1. Facility Activities and Process:
J.C. Steele & Sons, Inc. manufactures machinery used in the brick manufacturing industry, with
operations including foundry and machining. Parts of the facility are currently covered under General
Permit NCG030255 for machine shop stormwater discharge. The industrial activity occurring at the
foundry operation consists of collecting charge material for the furnaces, melting the material to create a
specific formular, pouring molten metal into sand castings, and grinding those castings to remove excess
material.
Chemicals stored under cover include: Silica sand, oils, mold wash chemicals, sand resins and
activators, manganese, magnesium, copper, silicon, nickel, carbon, iron,boron, and all refractories.
Materials stored outside include: Chrome ore, pig iron, scrap metal, and waste materials such as silica
sand molds.
Per a letter dated June 2013, in February 2013 Outfall SWO04 was diverted to SWO06 and Outfall
SWO05 was directed to a pit filled with stone. In email correspondence dated 6/23/2023, the permittee
requested their outfalls covered under COC NCG030255 be transferred to coverage under the individual
permit.
Outfall SW001:
Drainage area consists of raw and painted metal castings, three (3) dust collector systems, used
equipment, and a chemical storage building with used oil,paint waste and other chemicals.
Outfall SWO02:
Drainage area consists of painted and unpainted metal castings and the machine shop roof.
Page 1 of 9

Outfall SW003:
Drainage area consists of a pressure wash area, open top metal dumpsters, used equipment, shipping and
receiving docks, painted and unpainted metal castings, and metal shafts.
Outfall SW004: Formerly SW003a
Drainage area consists of a barrel crusher,pallet storage, and metal parts.
Outfall SW005:
Drainage area consists of an open top wood dumpster and a lined trash dumpster.
Outfall SW006:
Drainage area consists of chrome ore storage, sand pit, scrap metal storage,pig iron storage, metal flask
stored for the molds, and movement of castings from the foundry to the grinding building.
Why Industrial Sites with Stormwater are Subject to a Permit: Federal NPDES regulations define
stormwater discharge associated with industrial activity in 40 CFR §122.26 (b)(14) as: "the discharge
from any conveyance that is used for collecting and conveying storm water and that is directly related to
manufacturing,processing or raw materials storage areas at an industrial plant. The term does not
include discharges from facilities or activities excluded from the NPDES program under this part 122.
For the categories of industries identified in this section, the term includes, but is not limited to, storm
water [sic] discharges from industrial plant yards; immediate access roads and rail lines used or traveled
by carriers of raw materials, manufactured products, waste material, or byproducts used or created by
the facility; material handling sites; refuse sites; sites used for the application or disposal of process
waste waters (as defined at part 401 of this chapter); sites used for the storage and maintenance of
material handling equipment; sites used for residual treatment, storage, or disposal; shipping and
receiving areas; manufacturing buildings; storage areas (including tank farms) for raw materials, and
intermediate and final products; and areas where industrial activity has taken place in the past and
significant materials remain and are exposed to storm water. For the purposes of this paragraph, material
handling activities include storage, loading and unloading, transportation, or conveyance of any raw
material, intermediate product, final product, byproduct or waste product. The term excludes areas
located on plant lands separate from the plant's industrial activities, such as office buildings and
accompanying parking lots as long as the drainage from the excluded areas is not mixed with storm
water [sic] drained from the above described areas."
Section 2. Monitoring Information and Compliance History:
• June 2017 to January 2023, benchmarks exceeded for(NCS000018):
o No benchmarks exceeded
o Iron exceeded reporting level 3x
• September 2021 to April 2023, benchmarks exceeded for(NCG030255):
o SW001: O&G Ix
o SW003: O&G 1x, Copper 2x
• Per the May 2023 inspection report:
o Permits NCS000018 and NCG030255 are split for the facility and the entire facility could
be covered by either permit. The "Foundry"portion of the facility is covered by the
individual permit. The foundry uses chromium ore, thus the chromium monitoring in the
Individual Permit.
Page 2 of 9

o DEMLR MRO recommends that the NCG03 permit be combined into the Individual
permit, along with the monitoring that is already there.
303(d) listing:
The receiving stream is not impaired at the point where the discharge would meet the stream, however,
the stream is impaired just upstream for fish community and downstream for benthos and fish
community.
Fourth Creek 12-108 20a1 -711 10.2 FW Miles
1459 From source to Morrison
PARAMETER I CATEGORY CRITERIA STATUS ' REASON FOR RATING 303D YEAR
Fish Community(Nar,AL,FW} 1la Exceedi Criteria Fair,Poor or Severe Bioclassification ®2
Fourth Creek 12-108-20a3 3. FW Miles
13578 From 5R2316 to SR2308
PARAMETER IR CATEGORY CRITERIA STATUS REASON FOR RATING 303D YEAR
Benthos(Nar,AL,FW) 0 Exceed frig Criteria IFairp Poor or Severe Bioclassification 1 9
Fish Community(Nar,AL,FW) I 0 Exceed irkg Criteria Fai,Poor or Severe Bioclassification ®1
Fourth Creek 12-108 20a3 4. FW Miles
13615 From SR2308 SR1272
PARAMETER IR.CATEGORY CRITERIA STAWS REASON FOR RATING 303D YEAR
Fish Community(Nar,AL,FW) F5_71Exceeding criteria JFairp Poor or Severe Bioclassification
TMDL:
A TMDL exists for Fourth Creek in the Yadkin Pee-Dee River Basin, which includes discharge point(s)
for the J.C. Steele & Sons, Inc. facility.
Fourth Creek
• Pollutant:Fecal Coliform
• Assessment Units:12-108-20a1,12-108-20a2,12-108-20a3
• EPA Approved:12/19/2001
• TMDI-Document
Threatened/Endangered Species:
There are no threatened or endangered species in the nearby vicnicy, however, there are species of
concern: Budding Tortula(Rhachithecium perpusillum; NC status: SR-D) and Golden-winged Warbler
(Vermivora chrysoptera; NC status: SC).
Section 3. Proposed Monitoring for Stormwater Discharges:
The Division considered potential pollutants from past and present industrial activities and data was
submitted for June 2017 to January 2023. Quantitative sampling included pH, TSS, COD, chromium,
and iron.
Page 3 of 9

Parameters are based on potential pollutants in the drainage area, sampling results, and in some cases,
dependent upon future activities. Below is a table of the proposed monitoring for each outfall at the J.C.
Steele & Sons, Inc. site.
Outfalls SW001, SW002, SW003, and SWO04
Quarterly monitoring
Total Suspended Solids BASIS: Potential pollutant from drainage area and BMP effectiveness
(TSS) indicator.
Quarterly monitoring
pH BASIS: Pollutant indicator
Quarterly monitoring
Total Rainfall BASIS: Discharge potential indicator
Quarterly monitoring
Non-Polar Oil &Grease BASIS: Potential pollutant from lubricants; Method 1664 SGT-HEM
targets petroleum-based O&G
Quarterly monitoring
Monthly Oil Usage BASIS: Potential pollutant from drainage area
Quarterly monitoring
COD BASIS: Discharge potential indicator
Quarterly monitoring
BASIS: Discharge potential indicator. Outfall is being transferred from
Total Copper NCG030000 coverage, and this is a monitoring requirement under the
permit. Inclusion may be reevaluated at renewal.
Quarterly monitoring
BASIS: Discharge potential indicator. Outfall is being transferred from
Total Lead NCG030000 coverage, and this is a monitoring requirement under the
permit. Inclusion may be reevaluated at renewal.
Quarterly monitoring
BASIS: Discharge potential indicator. Outfall is being transferred from
Total Zinc NCG030000 coverage, and this is a monitoring requirement under the
permit. Inclusion may be reevaluated at renewal.
Quarterly monitoring
Total Hardness BASIS: Monitoring for hardness dependent metals required
Page 4 of 9

Outfall SWO05
Quarterly monitoring
Total Suspended Solids BASIS: Potential pollutant from drainage area and BMP effectiveness
(TSS) indicator.
Quarterly monitoring
pH BASIS: Pollutant indicator
Quarterly monitoring
Total Rainfall BASIS: Discharge potential indicator
Quarterly monitoring
Non-Polar Oil &Grease BASIS: Potential pollutant from lubricants; Method 1664 SGT-HEM
targets petroleum-based O&G
Quarterly monitoring
Monthly Oil Usage BASIS: Potential pollutant from drainage area
Quarterly monitoring
BOD BASIS: Discharge potential indicator
Quarterly monitoring
COD BASIS: Discharge potential indicator
Outfall SWO06
Quarterly monitoring
Total Suspended Solids BASIS: Potential pollutant from drainage area and BM? effectiveness
(TSS) indicator.
Quarterly monitoring
pH BASIS: Pollutant indicator
Quarterly monitoring
Total Rainfall BASIS: Discharge potential indicator
Quarterly monitoring
Non-Polar Oil &Grease BASIS: Potential pollutant from lubricants; Method 1664 SGT-HEM
targets petroleum-based O&G
Quarterly monitoring
Monthly Oil Usage BASIS: Potential pollutant from drainage area
Quarterly monitoring
COD BASIS: Discharge potential indicator
Total Chromium Quarterly monitoring
Page 5 of 9

BASIS: Potential pollutant from drainage area
Quarterly monitoring
BASIS: Potential pollutant from drainage area. Although there is no SW
Total Iron benchmark, monitoring is being maintained for informational purposes
due to the type of industrial activity occurring onsite.
Stormwater Benchmarks and Tiered Response: Rather than limits,North Carolina NPDES
Stormwater permits contain benchmark concentrations. Stormwater benchmarks are numerical action
levels for stormwater monitoring. Benchmarks are not effluent limits, and benchmark exceedances are
not permit violations. Benchmarks provide facilities a tool for assessing the significance of pollutants in
stormwater discharges and the effectiveness of best management practices (BMPs). Benchmark
concentrations are intended as guidelines for the facility's development and implementation of the
Stormwater Pollution Prevention Plan(SWPPP).
Benchmark exceedances require the permittee to increase monitoring, increase management actions,
increase record keeping, and/or install stormwater BMPs in a tiered program. The permit establishes a
tiered approach to specify actions the permittee must take in response to analytical results above
benchmark concentrations. The tiered structure of the permit provides the permittee and DEMLR wide
flexibility to address issues that may arise with one or more parameters and/or outfalls.
Metals benchmarks are calculated to mimic acute water quality standards and with the guidance of
DWR. NC DWR follows established federal procedures for calculating acute standards when developing
the benchmarks. Just like the acute standards, metals benchmarks normally reflect one half of the
calculated Final Acute Value (the "1/2 FAV"). In most cases, translation into total recoverable values is
based on an assumed hardness of 25 mg/L and a total suspended solids (TSS) concentration of 10 mg/L.
Acute standards protect aquatic life from negative impacts of short-term exposure to higher levels of
chemicals where the discharge enters a waterbody. The Stormwater Permitting Program applies this
approach because of the ephemeral nature of rainfall events.
The Division may evaluate results to determine if a smaller suite of parameters for some outfalls is
adequate to characterize potential pollution or BMP effectiveness. For example, one or more metals or
other parameters may serve as an adequate tracer for the presence of ash pollution during disturbance or
ash removal in specific drainage areas at this site. For parameters that do not have a stormwater
benchmark, the Division may develop a benchmark value if appropriate toxicity data become available
or if rising trends in concentrations suggest a persistent source.
A summary of the benchmarks in the draft permit, and their basis, is below:
Page 6 of 9

Parameter Benchmark Basis
Total Suspended 100 mg/L National Urban Runoff Program(NURP) Study, 1983
Solids TSS
H 6 s.u. —9 s.u. NC Water Quality Standard(Range)
Non-Polar Oil & Review of other state's daily maximum benchmark
Grease 15 mg/L concentration for this more targeted O&G;NC WQS that
EPA Method 1664 does not allow oil sheen in waters
SGT-HEM
BOD 30 mg/L BPJ; Based on Secondary Treatment Regulation(40 CFR
133.03
COD 120 mg/L BPJ; Generally found at levels 4x BOD5 in domestic
wastewaters
'/2 FAV; Based on (Cr III+Cr VI) acute thresholds and
Chromium (Total) 905 µg/L assumption that industrial activities here are not a source of
hexavalent chromium
Copper Total 10 /L '/2 FAV
Lead Total 75 /L '/2 FAV
Zinc Total 126 /L '/2 FAV
Stormwater Pollution Prevention Plan: The proposed permit conditions reflect the EPA and NC's
pollution prevention approach to stormwater permitting. The Division's maintains that implementation
of Best Management Practices (BMPs) and traditional stormwater management practices that control the
source of pollutants meets the definition of Best Available Technology (BAT) and Best Conventional
Pollutant Control Technology(BCT). The permit conditions are not numeric effluent limitations but are
designed to be flexible requirements for implementing site-specific plans to minimize and control
pollutants in stormwater discharges associated with the industrial activity. Title 40 Code of Federal
Regulations (CFR) §122.44(k)(2) authorizes the use of BMPs in lieu of numeric effluent limitations in
NPDES permits when the agency finds numeric effluent limitations to be infeasible. The agency may
also impose BMP requirements which are "reasonably necessary" to carry out the purposes of the Act
under the authority of 40 CFR 122.44(k)(3). The conditions proposed in this draft permit are included
under the authority of both of these regulatory provisions. In essence, the pollution prevention and BMP
requirements operate as limitations on effluent discharges that reflect the application of BAT/BCT.
Flexibility in Tier Responses: Tier Two actions provide an opportunity for the permittee to propose an
alternative monitoring plan for approval by the Region:
• Alternatively, in lieu of steps 2 and 3, the permittee may, after two consecutive exceedances,
exercise the option of contacting the DEMLR Regional Engineer as provided below in Tier
Three. The Regional Engineer may direct the response actions on the part of the permittee as
provided in Tier Three, including reduced or additional sampling parameters or frequency.
• If pursuing the alternative above after two consecutive exceedances, the permittee may propose
an alternative monitoring plan for approval by the Regional Engineer.
The permit therefore allows the permittee to petition the Regional Office for monitoring changes sooner
than Tier Three (upon any four benchmark exceedances) and gives guidance on one option to take. For
example, the permittee may request that mercury only be monitored semi-annually under the tiers, or
that only parameters over the benchmark be monitored more frequently. In this way, changes to the
monitoring scheme for any outfall could be handled outside of a permit modification.
Page 7 of 9

Other Proposed Requirements:
• It is standard for Stormwater Pollution Prevention Plan(SWPPP)requirements to include an
annual certification that stormwater outfalls have been evaluated for the presence of non-
stormwater discharges, and if any are identified, how those discharges are permitted or otherwise
authorized.
• Requirement to submit a request for permit modification if the facility identifies or creates any
new outfalls, removes outfalls, or alters any drainage area that changes potential pollutants.
• The Division expects the permittee to apply best professional judgment and consider the safety
of its personnel in fulfilling sampling obligations under the permit.
• Federal regulations require electronic submittal of all discharge monitoring reports (DMRs). If a
state does not establish a system to receive such submittals, then permittees must submit DMRs
electronically to the EPA.
• Quarterly QualitativeNisual Monitoring to assure regular observation of outfalls throughout
year.
Section 4. Changes from previous permit to draft:
• Monitoring increased from semi-annually to quarterly for all parameters (qualitative and
quantitative)
• "No discharge" clarifications made
• Feasibility study requirement removed per updated stormwater program requirements
• eDMR requirement added
• Boilerplate language moved into body of the permit; boilerplate no longer attached
• Outfall-specific monitoring been implemented to reflect industrial activity and potential
pollutants specific to each discharge area
• Solvent management plan added to Part B from NCG030000
o Language from NCG030000
• SCM clean-out and Residuals management language added to Part H
o Language from NCG030000
• Monitoring for iron and chromium removed for SWO05 due to lack of pollutants in the drainage
areas
• Monitoring for BOD added for SWO05 due to an open top wood dumpster
• Monitoring for outfalls SW001, SW002, SW003, and SWO04 have been added
o Outfalls currently covered under NCG030255
o Outfall SWO04 was SW003a in NCG030255
• Benchmarks updated for parameters per guidance from DWR Standards group on stormwater
benchmarks
Section 5. Changes from draft to final:
• None
Section 6. Discussions with the Facility and Regional Office:
• Initial contact with facility: 4/25/2023
Page 8 of 9

• Initial contact with Regional Office: 4/25/2023
• Draft sent to CO peer review: 7/12/2023
• Draft sent to Regional Office: 7/21/2023
• Final permit sent for supervisor signature: N/A
Section 7. Comments received on draft permit:
• Jerry Eplin (DEMLR MRO; via email 8/3/2023): Will NCG030255 be rescinded once this
permit is issued? I think it was a good idea to combine these two permits into one, since it's all
one facility. I don't believe we will have any other comments.
o DEMLR Response: They will need to request rescission of NCG030255 once the
individual permit is issued.
Page 9 of 9

Beaufort Gaatette The Herald-Ptock Hilt el Nuev,o Herald-Mi�rm Sun News-Myrtle Beach
BelWiile Nev�Democrat Herald Sun-Durham Modasto Bee The Nems Tribune Tacoma
Bellingham Herald Idaho Statesman Raleigh hl�s&Observer
13mclentm,Herald Island Packet The Olympian San Luis Obispo Tribune
A&#-,MCCLATCHY Centre Daily Times Kansas,City Star Sacramento Bee Tiri-Qty Herald
Charlotte Olomrver Lexington Heralcl-Leacler Fort Worth Star-Telegram Wichita Eagle
Columbus Ledgil Merced Sun-Star The State-Columbia
AFFIDAVIT OF PUBLICATION
AccouMA Order Number Identification Order PO Amoum Cols Depth
38106 4470 Print Legal Ad-IPLO1326360-IPLO132636 $64438 2 26L
Attention: Joyce Sanford Clark North Carolina } S5
NC DENR ENGERGY MINERAL&LAND RESOURCES McCldenburgCounty1612 }
RALEIGI,NC27 991612 ER Before the undersigned,a Notary Public of said
RALEIGH,NC276991612 County and State,duly authorized to administer
[e-mail] oaths affirmations,etc.,personally appeared,
being duly sworn or affirmed according to law,
NOMM CAHOUNA ENVIRONMENTAL MANAGEMENT COMMISSION cloth depose and say that he/she is a
INTEM TO ISSUE NPDES STOINaWATER DISCHARGE PERMITS representative of The Charlotte Observer
The North Carolina Environmental Management Commission proposes to Issue Publishing Company,a corporation organized and
NPDES stomiwater discharge permits) m the persons) listed below.Public
comment orobjection to the draft permits is invited.Written comments regarding doing business under the laws of the State of
the proposed permit will be accepted until 30 days after the publish date of this Delaware,and publishing a newspaper known as
notice and considered In the final determination regarding pert Issuance and
permit provisions.The Director of the NO Division of Energy,Mineral,and Land The Charlotte Observer in the city of Charlotte,
nifitcant
degree of puurces h�interest.Please hold apublic
ail comments and/ord them informaan requests to County of Mecklenburg,and State of North
DEMLA at 1612 Mail Service Center,Raleigh,NC 27699-1612. i Carolina and that as such he/she is familiar with
• J.C.Steele&Sons Inc.[PO Box 1834,Statesville,NO 28687]has request- the books,records,files,and business of said
ed renewal of permit 1,109000018 for the J.C.Steele&Sons,Inc.facility In Corporation and b reference to the files of said
Inedell County.This facility discharges to an unnamed tributaryorora to Fourth p Y
Creek In the Yadkin River Basin. publication,the attached advertisement was
Interested persons may visit DEMLR at 512 N.Salisbury Street,Raleigh,NO inserted.The following is correctly copied from
27604 to review intonation on file.Additional information on NPDES permits the books files
and this notice may be found on our websile:httpeY/deq.nc.gov/sbouVtlM eoos an es of the aforesaid Corporation
poration
slons/energy-mineral-and-land-resources/stomrwater/stomrwater-program/ and Publication.
stomrwater-public-notl es,or by contacting Brianna Young at brienne.young0
deqncIPLO s gov or slsao736az 1 insertion(s)published on:
Jul 252023
07/25/23
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and affixed my seal on the 25th day of July,2023
JUL 2 2023
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Notary P u b I i c 1 n a n d fort h estateo Texasresi ingin
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'"'�'' STEI>HAIJIE HATCHER
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Extra charge for lost or duplicate affidavits.
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Young, Brianna A
From: Eplin,Jerry W
Sent: Thursday, August 3, 2023 8:06 AM
To: Young, Brianna A
Cc: Khan, Zahid
Subject: RE: NCS000018 to public notice
Brianna:
Will NCG030255 be rescinded once this permit is issued?
I think it was a good idea to combine these two permits into one, since it's all one facility.
I don't believe we will have any other comments.
Jerry
From:Young, Brianna A<[e-mail]>
Sent: Friday,July 21, 2023 8:31 AM
To: Eplin,Jerry W<[e-mail]>
Cc: Khan,Zahid <[e-mail]>
Subject: NCS000018 to public notice
Good morning,
The draft permit for JC Steele &Sons (NCS000018) is going to public notice. Please provide any comments on the draft
permit by August 21, 2023.
Thank you,
Brianna Young, MS(she/her)
Industrial Individual Permits Coordinator
Stormwater Permitting Program
NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail](e-mail preferred)PLEASE NOTE NEW EMAIL ADDRESS
**DEQ is updating its email addresses to @deq.nc.gov in phases from May 1st to June 9th. Employee email addresses may look
different but email performance will not be impacted.
919-707-3647 (office)
Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612
Physical address:512 North Salisbury Street, Raleigh, NC 27604
Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.
The Department of Environmental Quality has adjusted operations to protect the health and safety of the staff and public. Please
check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email.
1

Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.
2

+STAreu
ROY COOPER 'S RECEIVED
ED
Govemor
I
ELIZABETH S. BLSER --- '
Secretary
DOUGLAS R. ANSEL NORTH CAROLINA DEMLRSt0MW8ierPr0gfetn
Interim Director Envfromaenta/Qm-(4
May 30, 2023
J C Steele & Sons Inc
Attn: Marian S. Clark, President
710 S Mulberry St
Statesville, State 28677
Subject: COMPLIANCE EVALUATION INSPECTION
NPDES Stormwater Individual Permit NCS000018, and,
NPDES Stormwater General Permit NCG030000
Certificate of Coverage NCG030255
J C Steele& Sons Inc
Iredell County
Dear Marian S. Clark,
On May 26, 2023, a site inspection was conducted for the J C Steele & Sons In facility located at 710 South
Mulberry Street, Ireciell County,North Carolina. A copy of the Compliance Inspection Reports is enclosed for
your review. Curtis Daniels, the EHS Specialist, was also present during the inspection and his time and
assistance is greatly appreciated. The site visit and file review revealed that the subject facility is covered by
NPDES Stormwater Individual Permit NCS000018 and NPDES Stormwater General Permit NCG030000 with
Certificate of Coverage Number NCG030255. Permit coverage authorizes the discharge of stormwater from the
facility to receiving waters designated as Fourth Creek, class C waters in the Yadkin Pee-Dee River Basin.
As a result of the inspection, the facility was found to be compliant with the conditions of NCS000018 and
NCG030000. Please refer to the enclosed Compliance Inspection Reports for additional comments and
observations made during the inspection.
Please be advised that violations of the NPDES Stormwater Individual Permit are subject to a civil
penalty assessment of up to S25,000 per day for each violation. If you or your staff have any questions,
comments, or need assistance with understanding any aspect of your permit, please contact me at
[phone] or via e-mail [e-mail].
Sincerely,
Jerry W. Eplin. PE
Assistant Regional Engineer
DEMLR
Enclosure: Compliance Inspection Report
c: Curtis Daniel. EHS Specialist;
DEMLR NPDES Stormwater Permit Laserfiche File
North Carolina Department of Envatinmenial Quality Division of Energy.9linral.and Land Resources
Mooresville Regional Office 610 East Center Avenue.Suite 301 \loorescille.Noah Carolina 18115
,9WM- N9>
'04.663-1699

Compliance Inspection Report
Permit:NCS000018 Effective: 11/01/16 Expiration: 10/31/21 Owner: J C Steele&Sons Inc
SOC: Effective: Expiration: Facility:J C Steele And Sons Incorporated
County: Iredell 710 S Mulberry St
Region: Mooresville
Statesville NC 28677
Contact Person:Curtis Daniels Title: Phone:[phone]
Directions to Facility:
System Classifications: SWNC,
Primary ORC: Certification: Phone:
Secondary ORC(s):
On-Site Representative(s):
Related Permits:
NCG030255 J C Steele&Sons Inc-J C Steele And Sons Incorporated
Inspection Date: 05/26/2023 Entry Time 09:20AM Exit Time: 11:OOAM
Primary Inspector:Rebecca A Edwards Phone: [phone]
Secondary Inspector(s):
Jerry W Eplin
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Stormwater Discharge, Individual
Facility Status: Compliant ❑ Not Compliant
Question Areas:
® Storm Water
(See attachment summary)
Page 1 of 3

Permit: NCS000018 Owner-Facility:J C Steele&Sons Inc
Inspection Date: 05/26/2023 Inspection Type:Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
On May 26,2023 this facility was inspected in relation to the application for permit renewal to their individual stormwater
discharge permit. Curtis Daniels was the EHS Specialist on site for J.C. Steele and Sons, INC. During the inspection the
following was noted:
1. The facility had a Stormwater prevention Plan(SWPP)on site.The SWPP was through and contained all relevant
information pursuant to the permit. It is recommended that the SWPPP annual review be completed as soon as possible.
2. Facility stored chemicals outside with secondary containment measures in place.
3. All outfalls were observed and are clean and accessible.
4. Permits NCS000018 and NCG030255 are split for the facility and the entire facility could be covered by either permit. The
"Foundry"portion of the facility is covered by the individual permit. The foundry uses chromium ore,thus the chromium
monitoring in the Individual Permit.
5. Mooresville Regional Office recommends that the NCG03 permit be combined into the Individual permit, along with the
monitoring that is already there.
Page 2 of 3

Permit: NCS000018 Owner-Facility:J C Steele&Sons Inc
Inspection Date: 05/26/2023 Inspection Type:Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan Yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan? ■ ❑ ❑ ❑
#Does the Plan include a General Location(USGS)map? ■ ❑ ❑ ❑
#Does the Plan include a"Narrative Description of Practices"? ❑ ❑ ❑
#Does the Plan include a detailed site map including outfall locations and drainage areas? ■ ❑ ❑ ❑
#Does the Plan include a list of significant spills occurring during the past 3 years? ■ ❑ ❑ ❑
#Has the facility evaluated feasible alternatives to current practices? ■ ❑ ❑ ❑
#Does the facility provide all necessary secondary containment? ■ ❑ ❑ ❑
#Does the Plan include a BMP summary? ■ ❑ ❑ ❑
#Does the Plan include a Spill Prevention and Response Plan(SPRP)? ■ ❑ ❑ ❑
#Does the Plan include a Preventative Maintenance and Good Housekeeping Plan? ■ ❑ ❑ ❑
#Does the facility provide and document Employee Training? ■ ❑ ❑ ❑
#Does the Plan include a list of Responsible Party(s)? ® ❑ ❑ ❑
#Is the Plan reviewed and updated annually? ■ ❑ ❑ ❑
#Does the Plan include a Stormwater Facility Inspection Program? ■ ❑ ❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented? ■ ❑ ❑ ❑
Comment: It is recommended that the annual review of the SWPPP be completed as soon as possible.
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring? ■ ❑ ❑ ❑
Comment: All required qualitative monitoring data was present.
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? ■ ❑ ❑ ❑
#Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ ■ ❑
Comment: All required analytical monitoring data was present.
Permit and Outfalls Yes No NA NE
#Is a copy of the Permit and the Certificate of Coverage available at the site? ■ ❑ ❑ ❑
#Were all outfalls observed during the inspection? ■ ❑ ❑ ❑
#If the facility has representative outfall status, is it properly documented by the Division? ■ ❑ ❑ ❑
#Has the facility evaluated all illicit(non stormwater)discharges? ■ ❑ ❑ ❑
Comment: All outfalls where obsevered. All outfalls are clean, accessable.and representative outfalls are
labeled on site.
Page 3 of 3

Compliance Inspection Resort
Permit:NCG030255 Effective: 07/01/21 Expiration: 06/30/26 owner: J C Steele&Sons Inc
SOC: Effective: Expiration: Facility:J C Steele And Sons Incorporated
County: Iredell 710 S Mulberry St
Region: Mooresville
Statesville NC 28677
Contact Person:Curtis Daniels Title: EHS Director Phone:[phone]
Directions to Facility:
System Classifications: SWNC,
Primary ORC: Certification: Phone:
Secondary ORC(s):
On-Site Representative(s):
Related Permits:
NCS000018 J C Steele&Sons Inc-J C Steele And Sons Incorporated
Inspection Date: 05/26/2023 Entry Time 09:20AM Exit Time: 11:00AM
Primary Inspector:Rebecca A Edwards Phone: [phone]
Secondary Inspector(s):
Jerry W Eplin
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Metal Fabrication Stormwater Discharge COC
Facility Status: ® Compliant ❑ Not Compliant
Question Areas:
■ Storm Water
(See attachment summary)
Page 1 of 3

permit: NCG030255 Owner-Facility:J C Steele&Sons Inc
Inspection Date: 05/26/2023 Inspection Type:Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
On May 26,2023 this facility was inspected in relation to the application for permit renewal to their individual stormwater
discharge permit. Curtis Daniels was the EHS Specialist on site for J.C. Steele and Sons, INC. During the inspection the
following was noted:
1.The facility had a Stormwater prevention Plan(SWPP)on site.The SWPP was through and contained all relevant
information pursuant to the permit. It is recommended that the SWPPP annual review be completed as soon as possible.
2. Facility stored chemicals outside with secondary containment measures in place.
3.All outfalls were observed and are clean and accessible.
4. Permits NCS000018 and NCG030255 are split for the facility and the entire facility could be covered by either permit. The
"Foundry"portion of the facility is covered by the individual permit. The foundry uses chromium ore, thus the chromium
monitoring in the Individual Permit.
5. Mooresville Regional Office recommends that the NCG03 permit be combined into the Individual permit, along with the
monitoring that is already there.
Page 2 of 3

permit: NCG030255 Owner-Facility:J C Steele&Sons Inc
Inspection Date: 05/26/2023 Inspection Type:Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan Yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan? ❑ ❑ ❑
#Does the Plan include a General Location(USGS)map? ❑ ❑ ❑
#Does the Plan include a"Narrative Description of Practices"? 0 ❑ ❑ ❑
#Does the Plan include a detailed site map including outfall locations and drainage areas? 0 ❑ ❑ ❑
#Does the Plan include a list of significant spills occurring during the past 3 years? 0 ❑ ❑ ❑
#Has the facility evaluated feasible alternatives to current practices? 0 ❑ ❑ ❑
#Does the facility provide all necessary secondary containment? 0 ❑ ❑ ❑
#Does the Plan include a BMP summary? ® ❑ ❑ ❑
#Does the Plan include a Spill Prevention and Response Plan(SPRP)? ® ❑ ❑ ❑
#Does the Plan include a Preventative Maintenance and Good Housekeeping Plan? ❑ ❑ ❑
#Does the facility provide and document Employee Training? ❑ ❑ ❑
#Does the Plan include a list of Responsible Party(s)? 0 ❑ ❑ ❑
#Is the Plan reviewed and updated annually? ® ❑ ❑ ❑
#Does the Plan include a Stormwater Facility Inspection Program? ❑ ❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented? 0 ❑ ❑ ❑
Comment: It is recommended that the annual review of the SWPPP be completed as soon as possible.
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring? 0 ❑ ❑ ❑
Comment: All required qualitative monitoring data was present.
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? 0 ❑ ❑ ❑
#Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? 1111 0 ❑
Comment: All required analytical monitoring data was present.
Permit and Outfalls Yes No NA NE
#Is a copy of the Permit and the Certificate of Coverage available at the site? 0 ❑ ❑ ❑
#Were all outfalls observed during the inspection? 0 ❑ ❑ ❑
#If the facility has representative outfall status, is it properly documented by the Division? 0 ❑ ❑ ❑
#Has the facility evaluated all illicit(non stormwater)discharges? 0 ❑ ❑ ❑
Comment: All outfalls where observed. All outFalls are clean, accesseable,and representativ outfalls are
labeled on site
Page 3 of 3

Compliance Inspection Report
Permit:NCS000018 Effective: 11/01/16 Expiration: 10/31/21 Owner: J C Steele&Sons Inc
SOC: Effective: Expiration: Facility: J C Steele And Sons Incorporated
County: Iredell 710 S Mulberry St
Region: Mooresville
Statesville NC 28677
Contact Person:Curtis Daniels Title: Phone: [phone]
Directions to Facility:
System Classifications: SWNC,
Primary ORC: Certification: Phone:
Secondary ORC(s):
On-Site Representative(s):
Related Permits:
NCG030255 J C Steele&Sons Inc-J C Steele And Sons Incorporated
Inspection Date: 05/26/2023 Entry Time 09:20AM Exit Time: 11:OOAM
Primary Inspector:Rebecca A Edwards Phone: [phone]
Secondary Inspector(s):
Jerry W Eplin
Reason for Inspection: Routine Inspection Type: Compliance Evaluation
Permit Inspection Type: Stormwater Discharge, Individual
Facility Status: Compliant ❑ Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Page 1 of 3

Permit: NCS000018 Owner-Facility:J C Steele&Sons Inc
Inspection Date: 05/26/2023 Inspection Type:Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
On May 26,2023 this facility was inspected in relation to the application for permit renewal to their individual stormwater
discharge permit. Curtis Daniels was the EHS Specialist on site for J.C. Steele and Sons, INC. During the inspection the
following was noted:
1. The facility had a Stormwater prevention Plan (SWPP)on site.The SWPP was through and contained all relevant
information pursuant to the permit. It is recommended that the SWPPP annual review be completed as soon as possible.
2. Facility stored chemicals outside with secondary containment measures in place.
3. All outfalls were observed and are clean and accessible.
4. Permits NCS000018 and NCG030255 are split for the facility and the entire facility could be covered by either permit. The
"Foundry" portion of the facility is covered by the individual permit. The foundry uses chromium ore, thus the chromium
monitoring in the Individual Permit.
5. Mooresville Regional Office recommends that the NCG03 permit be combined into the Individual permit, along with the
monitoring that is already there.
Page 2 of 3

Permit: NCS000018 Owner-Facility:J C Steele&Sons Inc
Inspection Date: 05/26/2023 Inspection Type:Compliance Evaluation Reason for Visit: Routine
Stormwater Pollution Prevention Plan Yes No NA NE
Does the site have a Stormwater Pollution Prevention Plan? ❑ ❑ ❑
#Does the Plan include a General Location (USGS) map? ❑ ❑ ❑
#Does the Plan include a"Narrative Description of Practices"? ❑ ❑ ❑
#Does the Plan include a detailed site map including outfall locations and drainage areas? ❑ ❑ ❑
#Does the Plan include a list of significant spills occurring during the past 3 years? ❑ ❑ ❑
#Has the facility evaluated feasible alternatives to current practices? ❑ ❑ ❑
#Does the facility provide all necessary secondary containment? ❑ ❑ ❑
#Does the Plan include a BMP summary? ❑ ❑ ❑
#Does the Plan include a Spill Prevention and Response Plan (SPRP)? ❑ ❑ ❑
#Does the Plan include a Preventative Maintenance and Good Housekeeping Plan? ❑ ❑ ❑
#Does the facility provide and document Employee Training? 0 ❑ ❑ ❑
#Does the Plan include a list of Responsible Party(s)? 0 ❑ ❑ ❑
# Is the Plan reviewed and updated annually? 0 ❑ ❑ ❑
#Does the Plan include a Stormwater Facility Inspection Program? 0 ❑ ❑ ❑
Has the Stormwater Pollution Prevention Plan been implemented? 0 ❑ ❑ ❑
Comment: It is recommended that the annual review of the SWPPP be completed as soon as possible.
Qualitative Monitoring Yes No NA NE
Has the facility conducted its Qualitative Monitoring? 0 ❑ ❑ ❑
Comment: All required qualitative monitoring data was present.
Analytical Monitoring Yes No NA NE
Has the facility conducted its Analytical monitoring? 0 ❑ ❑ ❑
#Has the facility conducted its Analytical monitoring from Vehicle Maintenance areas? ❑ ❑ 0 ❑
Comment: All required analytical monitoring data was present.
Permit and Outfalls Yes No NA NE
# Is a copy of the Permit and the Certificate of Coverage available at the site? 0 ❑ ❑ ❑
#Were all outfalls observed during the inspection? ❑ ❑ ❑
# If the facility has representative outfall status, is it properly documented by the Division? ❑ ❑ ❑
#Has the facility evaluated all illicit(non stormwater)discharges? 0 ❑ ❑ ❑
Comment: All outfalls where obsevered. All outfalls are clean, accessable, and representative outfalls are
labeled on site.
Page 3 of 3

June 20, 2023
Brianna Young, MS (she,her,hers)
Industrial Individual Permits Coordinator
Stormwater Permitting Program
NC DEQ/ Division of Energy, Mineral and Land Resources (DEMLR)
Request for Permit Modification to incorporate Certificate of coverage NCG030255 into the new
Individual permit NCS000018.
RE: J.C. Steele &Sons, Inc.
Statesville, N.C.
Permit Contact
Curtis Daniels
In response to your request for information for a permit modification to incorporate certificate of
coverage NCG030255 into the new individual permit NCS000018, I have provided the following
information.
The associated outfalls for the certificate of coverage NCG030255 are as follows:
Outfall number 1 is located at 35.775160, -80.890407
Outfall number 1 is located at 35.775160, -80.889755
Outfall number 3 is located at 35.775316, -80.888963
Outfall number 3a, is located at 35.776052, -80.889293
Effective January 17t" 2013 we were approved request to sample outfall # 1 as representative sample for
outfall#2 and to sample outfall#3 as representative to outfall 3a.
Outfall # 1 is located southwest of the machine shop. Items stored and industrial activity in this includes
painted metal castings and raw metal castings stored exposed to the elements, 3 dust collector systems,
Chemical storage building with used oil, paint waste and other chemicals all stored on secondary
containment pallets under roof. Used equipment is stored in this area.
Outfall #2 is located on the south side of the machine shop. Painted and unpainted metal castings are
stored in this area.The machine shop roof drains flow to this outfall.
Outfall #3 is located on the southeastern side of the machine shop.There is a covered pressure wash
area, miscellaneous open top metal dumpsters are stored in this area under cover, used equipment,
shipping, and receiving docks are in this area. Some painted and unpainted metal castings and metal
shafts are stored in this area.
Outfall #3a is located near a northwestern wall at the machine shop and the drainage lines flow
underneath the building and discharges to the stormwater drainage system located along Mulberry
Street. A barrel crusher is in this area. Pallet storage, and some metal parts are located uncovered in this
area.

The NAICS for the facility is 333248.
All information previously reported on the NCS000018 permit renewal is still accurate and complete.
There have been no operational changes at the facility since the renewal application was submitted.
Monitoring data listed on separate page.
Information submitted by
Curtis Daniels
EHS Director
J.C. Steele and Sons

Summary of Analytical Sampling for certificate of coverage NCG030255
Outfall#1 9/21/2021 3/16/2022 No flow 2nd Qtr. 9/30/2022 No flow 4th Qtr. 1/25/2023 4/27/2023
Rainfall .29" .52" 2.43" 1.05" .37"
TSS <8.33 6.167 <2.778 4.468 3.7
Ph 7.2 7.6 7.4 7 7.2
Copper total Recoverable 0.0099mg/I 0.006 0.005 0.003 0.004
Lead total Recoverable <0.002mg/I <0.002 <0.0005 0.0007 <0.0005
Zinc,Total Recoverable <0.099 0.099 0.075 0.13 0.03
COD <25 25 <20 <20 21
Non-Polar Oil and grease <7.04 <5 <5.05 24.6 <5.0
Outfall#3 9/21/2021 9/30/2022 1/25/2023 4/27/2023
Rainfall .29" .52" 2.43 1.05" .37"
TSS 3.778 3.5 13.33 5.275 5.8
Ph 7.4 7.6 7.2 7.1 7
Copper total Recoverable 0.013 0.0044 0.025 0.006 0.006
Lead total Recoverable <0.002mg/I <0.002 <0.0005 0.0009 0.0016
Zinc,Total Recoverable 0.12 0.098 0.06 0.13 0.09
COD <25 <25 <20 94 <20
Non-Polar Oil and grease 5.99 5.48 <5.5 16.6 <5.3

Summary of visual sampling General Permit Certificate of coverage NCG030255
Date Outfall# Color Odor Clarity Floating solids Suspended solids Foam Deposition Erosion Remarks
1 Clear None 2 1 2 no no yes on railroad tracks
2 Clear None 1 1 1 no no yes on railroad tracks
3 Clear None 1 1 1 no no no none
9/21/2021 3a Clear None 1 1 1 no no no none
1 Light brown None 2 2 2 yes no yes At bottom of discharge
2 Clear None 1 1 1 no no yes in ditch at railtracks
3 Light grey None 2 1 2 no no no
3/16/2022 3a Clear None 1 1 1 no no no
No Flow 2nd QTR.
1 Clear None 1 1 1 no no yes on railroad tracks
2 light grey None 2 1 1 no no yes in ditch at railtracks
3 Clear None 1 1 1 no no no
9/30/2022 3a Clear None 1 1 1 no no no
No flow 4th qtr.
1 Light brown None 2 1 2 no no yes on railroad tracks
2 Clear None 1 1 1 no no yes on railroad tracks
3 Clear None 1 1 1 no no no
1/25/2023 3a Clear None 1 1 1 no no no
1 Light grey None 2 2 2 no no yes on railroad tracks
2 Clear None 1 1 1 no no yes on railroad tracks
3 gray/brown None 2 1 1 no no no
4/27/2023 3a Light grey None 1 1 1 no no no

Young, Brianna A
From: Curtis Daniels <[e-mail]>
Sent: Friday, June 23, 2023 12:34 PM
To: Young, Brianna A
Subject: RE: [External] RE:J.S. Steele &Sons, Inc. stormwater permit NCS000018
Attachments: General to Individual Documentation.docx; Monitoring data General permit.xlsx
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Brianna,
I think I have answered all your questions in the 2 attached documents the analytical data is from when the new general
permit started.Just let me know if there is anything else I need to send you. Have a good weekend.
Thanks,
Curtis Daniels I EHS Director
curtis.daniels(aNcsteele.com I Direct: +1 704.768.3230 or 704.872.3681 x 151
710 South Mulberry Street(28677) 1 PO Box 1834(28687) 1 Statesville, NC USA
i "g JC Steele&Sons, Inc. I Connect on Linkedln I www.wcsteele.com
From: Young, Brianna A<[e-mail]>
Sent: Monday,June 19, 2023 3:44 PM
To: Curtis Daniels<[e-mail]>
Subject: RE: [External] RE:J.S. Steele &Sons, Inc. stormwater permit NCS000018
Thank you, Curtis. Please let me know if you have any questions on the requested information as you work through it.
Thank you,
Brianna Young, MS(she/her)
Industrial Individual Permits Coordinator
Stormwater Permitting Program
NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail](e-mail preferred)PLEASE NOTE NEW EMAIL ADDRESS
**DEQ is updating its email addresses to @deq.nc.gov in phases from May 1st to June 9th. Employee email addresses may look
different, but email performance will not be impacted.
919-707-3647 (office)
Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612
Physical address:512 North Salisbury Street, Raleigh, NC 27604
Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.
1

The Department of Environmental Quality has adjusted operations to protect the health and safety of the staff and public. Please
check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email.
From: Curtis Daniels<[e-mail]>
Sent: Monday,June 19, 2023 3:34 PM
To:Young, Brianna A<[e-mail]>
Subject: RE: [External] RE:J.S. Steele &Sons, Inc. stormwater permit NCS000018
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Ok, I will submit the required data you had requested to switch everything to the new individual permit.Just give me a
day or so to put it all together.
Thanks,
Curtis Daniels I EHS Director
STEELL curtis.daniels(aDicsteele.com i Direct: +1 704.768.3230 or 704.872.3681 x 151
E. 710 South Mulberry Street(28677) 1 PO Box 1834(28687) 1 Statesville, NC USA
�'_"" JC Steele&Sons, Inc. i Connect on Linkedln I www.mcsteele.com
From:Young, Brianna A<[e-mail]>
Sent: Monday,June 19, 2023 3:30 PM
To: Curtis Daniels<[e-mail]>
Subject: RE: [External] RE:J.S. Steele &Sons, Inc. stormwater permit NCS000018
Good afternoon Curtis,
The outfalls transferred to the individual permit would have the same monitoring as currently required in the general
permit they are covered under.The individual permit renewal will contain quarterly monitoring for all outfalls as this is a
programmatic change for all industrial stormwater permits.The renewed permit will contain monitoring specific for
each outfall (there will not be a one-size-fits-all approach). Please let me know if you have any other questions.
Thank you,
Brianna Young, MS(she/her)
Industrial Individual Permits Coordinator
Stormwater Permitting Program
NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail](e-mail preferred)PLEASE NOTE NEW EMAIL ADDRESS
**DEQ is updating its email addresses to @deq.nc.gov in phases from May 1st to June 9th. Employee email addresses may look
different, but email performance will not be impacted.
919-707-3647 (office)
Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612
Physical address: 512 North Salisbury Street, Raleigh, NC 27604
Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.
2

The Department of Environmental Quality has adjusted operations to protect the health and safety of the staff and public. Please
check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email.
From: Curtis Daniels<[e-mail]>
Sent: Monday,June 19, 2023 1:44 PM
To:Young, Brianna A<[e-mail]>
Subject: RE: [External] RE:J.S. Steele &Sons, Inc. stormwater permit NCS000018
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Brianna,
I would like to know what kind of changes We could expect from changing our general permit and rolling it into the new
individual permit. For instance, currently in our general permit the sampling is done once per quarter and the
parameters are TSS, COD, Total oil and grease,Total Copper,Total lead,Total Zinc, Ph. In our expired individual permit,
we tested every 6 months, and the parameters were:TSS, COD, Iron and Total Recoverable Chromium.
Will the testing change to quarterly on the new permit? Will the parameters for the general permit be added to the
individual permit or will they just stay the same?
Any help would be appreciated,
Thanks,
Curtis Daniels I EHS Director
curtis.daniels(aNcsteele.com I Direct: +1 704.768.3230 or 704.872.3681 x 151
710 South Mulberry Street(28677) 1 PO Box 1834(28687) 1 Statesville, NC USA
i '°' JC Steele&Sons, Inc. I Connect on Linkedln I www.wcsteele.com
From:Young, Brianna A<[e-mail]>
Sent: Friday,June 16, 2023 1:26 PM
To: Curtis Daniels<[e-mail]>
Subject: RE: [External] RE:J.S. Steele &Sons, Inc. stormwater permit NCS000018
Good afternoon,
It is my understanding that it is possible to incorporate the outfalls from your Certificate of Coverage NCG030255 into
the individual permit NCS000018. If you wish to pursue a permit modification, please provide he following information
for the new outfalls:
• Description of industrial activity occurring and chemicals stored onsite;
• Confirmation on the number of outfalls and associated coordinates;
• Description of industrial activity in each drainage area;
• SIC(NAICS) code;
• An electronic spreadsheet summarizing all of the monitoring data that has been collected since the effective
date of the current permit;
• Verification that the information in the renewal application is still complete and correct; and
• An explanation of any operational changes since the renewal application was submitted.
3

If you do not wish to incorporate the general permit outfalls into the individual permit outfalls, please let me know as
soon as possible so review of the existing permit application may continue.
Thank you,
Brianna Young, MS(she/her)
Industrial Individual Permits Coordinator
Stormwater Permitting Program
NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail](e-mail preferred)PLEASE NOTE NEW EMAIL ADDRESS
**DEQ is updating its email addresses to @deq.nc.gov in phases from May 1st to June 9th. Employee email addresses may look
different, but email performance will not be impacted.
919-707-3647 (office)
Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612
Physical address: 512 North Salisbury Street, Raleigh, NC 27604
Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.
The Department of Environmental Quality has adjusted operations to protect the health and safety of the staff and public. Please
check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email.
From:Young, Brianna A
Sent: Friday, May 5, 2023 7:54 AM
To: Curtis Daniels<[e-mail]>
Subject: RE: [External] RE:J.S. Steele &Sons, Inc. stormwater permit NCS000018
Thank you for providing additional information. I will reach out with any additional questions once I've reviewed
everything.
Thank you,
Brianna Young, MS(she/her/hers)
Industrial Individual Permits Coordinator
Stormwater Permitting Program
NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail](e-mail preferred)
919-707-3647 (office)
Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612
Physical address: 512 North Salisbury Street, Raleigh, NC 27604
Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.
Based on the current guidance to minimize the spread of COVID-19,the Department of Environmental Quality has adjusted
operations to protect the health and safety of the staff and public. Please check with the appropriate staff before visiting our offices,
as we may be able to handle your requests by phone or email.We appreciate your patience as we continue to serve the public
during this challenging time.
4

From: Curtis Daniels<[e-mail]>
Sent:Thursday, May 4, 2023 1:16 PM
To:Young, Brianna A<[e-mail]>
Subject: [External] RE:J.S. Steele&Sons, Inc. stormwater permit NCS000018
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Brianna,
I have attached the documents you have requested. If you need additional information, please let me know.
Thanks,
Curtis Daniels I EHS Director
curtis.daniels(abicsteele.com I Direct: +1 704.768.3230 or 704.872.3681 x 151
710 South Mulberry Street(28677) 1 PO Box 1834 (28687) 1 Statesville, NC USA
i "" JC Steele&Sons, Inc. I Connect on Linkedln I www.wcsteele.com
From:Young, Brianna A<[e-mail]>
Sent: Wednesday, May 3, 2023 1:13 PM
To: Curtis Daniels<[e-mail]>
Cc: Curtis Daniels<[e-mail]>
Subject: RE:J.S. Steele &Sons, Inc. stormwater permit NCS000018
Good afternoon,
I received your voicemail regarding the request for additional information below. I have noted, per your voicemail,that
information in the permit application submitted is still accurate. However,the application does not contain some of the
requested information.
• Description of industrial activity occurring and chemicals stored onsite;
• Confirmation on the number of outfalls and associated coordinates;
• Description of industrial activity in each drainage area;
• SIC (NAICS) code;
• An electronic spreadsheet summarizing all of the monitoring data that has been collected since the effective
date of the current permit;The monitoring data provided was for November 2016 to March 2021. Please
provide the data for samples taken since March 2021.
In addition, please confirm all contact information is up to date using the Stormwater Permit Summary Report link, and
submit any corrections using the links previously provided. Please let me know if you have any questions on this request.
Thank you,
Brianna Young, MS(she/her/hers)
Industrial Individual Permits Coordinator
Stormwater Permitting Program
NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR)
5

[e-mail](e-mail preferred)
919-707-3647 (office)
Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612
Physical address: 512 North Salisbury Street, Raleigh, NC 27604
Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.
Based on the current guidance to minimize the spread of COVID-19,the Department of Environmental Quality has adjusted
operations to protect the health and safety of the staff and public. Please check with the appropriate staff before visiting our offices,
as we may be able to handle your requests by phone or email.We appreciate your patience as we continue to serve the public
during this challenging time.
From: Young, Brianna A
Sent:Tuesday,April 25, 2023 1:24 PM
To: [e-mail]
Cc: [e-mail]; [e-mail]
Subject:J.S. Steele&Sons, Inc. stormwater permit NCS000018
Good afternoon,
The Division of Energy, Mineral, and Land Resources (DEMLR) Stormwater Permitting Program
acknowledges receipt of your renewal application for coverage under NPDES Permit Number NCS000018.
Please continue to comply with all conditions and monitoring requirements in your current NPDES stormwater
permit. As long as you have submitted a complete renewal request package and maintain compliance with those
permit conditions, stormwater discharges from this facility are authorized by that permit until the Division
issues a renewal permit or notifies you of an alternative action.
I am working on renewing the individual stormwater permit for J.S. Steele & Sons, Inc. (NCS000018). I need
additional information in order to 1) confirm that the information I have is correct and 2)make sure the permit
adequately serves the needs of the facility. Please provide the following:
• Description of industrial activity occurring and chemicals stored onsite;
• Confirmation on the number of outfalls and associated coordinates;
• Description of industrial activity in each drainage area;
• SIC (NAICS) code;
• An electronic spreadsheet summarizing all of the monitoring data that has been collected since the
effective date of the current permit;
• Verification that the information in the renewal application is still complete and correct; and
• An explanation of any operational changes since the renewal application was submitted.
Enter your stormwater permit number into the Stormwater Permit Summary Report and you will see a form that
includes the address of the facility, contact information for the permit, and the regulated stormwater outfall(s) for the
facility. Please review the facility information to make sure it is correct. Information can be updated using the links
provided below, where applicable:
• Facility/Company name or ownership: Name/Ownership Change Form
• Owner Affiliation (Legally responsible person; i.e., someone with the company who is designated to
represent the company per signatory requirements or another authorized representative): Permit Contact
Update Request Form
6

• Delegation of Signature Authority (DOSA): Permit Contact Update Request Form
• Billing contact: Permit Contact Update Request Form
• Permit contact: Permit Contact Update Request Form
• Facility contact: Permit Contact Update Request Form
• Facility address only: Email Bethany Geor og ulias
• Stormwater outfall information: Email Bethany Geor_og ulias
• Visit the eDMR Six Steps website and complete Steps I and 2.
• Pay outstanding permit fees: Stormwater ePUment website
Once I have the above listed information, I can continue my review. You will receive a draft permit for a 30-day
comment period. During this time we will be able to address any comments or concerns you have. During the
same 30-day period, the draft will be sent to a Regional Office staff member for review as well as out to public
notice. Once all comments and concerns are addressed, you may be issued a final permit.
Please contact me if you have any questions.
Thank you,
Brianna Young, MS(she/her/hers)
Industrial Individual Permits Coordinator
Stormwater Permitting Program
NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail](e-mail preferred)
919-707-3647(office)
Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612
Physical address: 512 North Salisbury Street, Raleigh, NC 27604
zz,,,I,�DE
NORTH CAROLINA ClAi
Department of Environmental Quality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Based on the current guidance to minimize the spread of COVID-19,the Department of Environmental Quality has adjusted
operations to protect the health and safety of the staff and public. Please check with the appropriate staff before visiting our offices,
as we may be able to handle your requests by phone or email.We appreciate your patience as we continue to serve the public
during this challenging time.
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.
7

Young, Brianna A
From: Curtis Daniels <[e-mail]>
Sent: Monday,June 19, 2023 3:34 PM
To: Young, Brianna A
Subject: RE: [External] RE:J.S. Steele &Sons, Inc. stormwater permit NCS000018
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Ok, I will submit the required data you had requested to switch everything to the new individual permit.Just give me a
day or so to put it all together.
Thanks,
Curtis Daniels I EHS Director
curtis.danielsCaNcsteele.com I Direct: +1 704.768.3230 or 704.872.3681 x 151
710 South Mulberry Street(28677) 1 PO Box 1834(28687) 1 Statesville, NC USA
i "' JC Steele&Sons, Inc. I Connect on Linkedln I www.wcsteele.com
From:Young, Brianna A<[e-mail]>
Sent: Monday,June 19, 2023 3:30 PM
To: Curtis Daniels<[e-mail]>
Subject: RE: [External] RE:J.S. Steele & Sons, Inc. stormwater permit NCS000018
Good afternoon Curtis,
The outfalls transferred to the individual permit would have the same monitoring as currently required in the general
permit they are covered under.The individual permit renewal will contain quarterly monitoring for all outfalls as this is a
programmatic change for all industrial stormwater permits.The renewed permit will contain monitoring specific for
each outfall (there will not be a one-size-fits-all approach). Please let me know if you have any other questions.
Thank you,
Brianna Young, MS(she/her)
Industrial Individual Permits Coordinator
Stormwater Permitting Program
NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail](e-mail preferred)PLEASE NOTE NEW EMAIL ADDRESS
**DEQ is updating its email addresses to @deq.nc.gov in phases from May 1st to June 9th. Employee email addresses may look
different, but email performance will not be impacted.
919-707-3647 (office)
Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612
Physical address: 512 North Salisbury Street, Raleigh, NC 27604
1

Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.
The Department of Environmental Quality has adjusted operations to protect the health and safety of the staff and public. Please
check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email.
From: Curtis Daniels<[e-mail]>
Sent: Monday,June 19, 2023 1:44 PM
To:Young, Brianna A<[e-mail]>
Subject: RE: [External] RE:J.S. Steele &Sons, Inc. stormwater permit NCS000018
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Brianna,
I would like to know what kind of changes We could expect from changing our general permit and rolling it into the new
individual permit. For instance, currently in our general permit the sampling is done once per quarter and the
parameters are TSS, COD, Total oil and grease,Total Copper,Total lead,Total Zinc, Ph. In our expired individual permit,
we tested every 6 months, and the parameters were:TSS, COD, Iron and Total Recoverable Chromium.
Will the testing change to quarterly on the new permit? Will the parameters for the general permit be added to the
individual permit or will they just stay the same?
Any help would be appreciated,
Thanks,
AWN Curtis Daniels I EHS Director
curtis.daniels(aNcsteele.com I Direct: +1 704.768.3230 or 704.872.3681 x 151
710 South Mulberry Street(28677) 1 PO Box 1834(28687) 1 Statesville, NC USA
i "" JC Steele&Sons, Inc. I Connect on Linkedln I www.wcsteele.com
From:Young, Brianna A<[e-mail]>
Sent: Friday,June 16, 2023 1:26 PM
To: Curtis Daniels<[e-mail]>
Subject: RE: [External] RE:J.S. Steele &Sons, Inc. stormwater permit NCS000018
Good afternoon,
It is my understanding that it is possible to incorporate the outfalls from your Certificate of Coverage NCG030255 into
the individual permit NCS000018. If you wish to pursue a permit modification, please provide he following information
for the new outfalls:
• Description of industrial activity occurring and chemicals stored onsite;
• Confirmation on the number of outfalls and associated coordinates;
• Description of industrial activity in each drainage area;
• SIC (NAICS) code;
• An electronic spreadsheet summarizing all of the monitoring data that has been collected since the effective
date of the current permit;
2

• Verification that the information in the renewal application is still complete and correct; and
• An explanation of any operational changes since the renewal application was submitted.
If you do not wish to incorporate the general permit outfalls into the individual permit outfalls, please let me know as
soon as possible so review of the existing permit application may continue.
Thank you,
Brianna Young, MS(she/her)
Industrial Individual Permits Coordinator
Stormwater Permitting Program
NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail](e-mail preferred)PLEASE NOTE NEW EMAIL ADDRESS
**DEQ is updating its email addresses to @deq.nc.gov in phases from May 1st to June 9th. Employee email addresses may look
different, but email performance will not be impacted.
919-707-3647 (office)
Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612
Physical address: 512 North Salisbury Street, Raleigh, NC 27604
Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.
The Department of Environmental Quality has adjusted operations to protect the health and safety of the staff and public. Please
check with the appropriate staff before visiting our offices, as we may be able to handle your requests by phone or email.
From:Young, Brianna A
Sent: Friday, May 5, 2023 7:54 AM
To: Curtis Daniels<[e-mail]>
Subject: RE: [External] RE:J.S. Steele &Sons, Inc. stormwater permit NCS000018
Thank you for providing additional information. I will reach out with any additional questions once I've reviewed
everything.
Thank you,
Brianna Young, MS(she/her/hers)
Industrial Individual Permits Coordinator
Stormwater Permitting Program
NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail](e-mail preferred)
919-707-3647 (office)
Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612
Physical address: 512 North Salisbury Street, Raleigh, NC 27604
Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.
Based on the current guidance to minimize the spread of COVID-19,the Department of Environmental Quality has adjusted
operations to protect the health and safety of the staff and public. Please check with the appropriate staff before visiting our offices,
3

as we may be able to handle your requests by phone or email.We appreciate your patience as we continue to serve the public
during this challenging time.
From: Curtis Daniels<[e-mail]>
Sent:Thursday, May 4, 2023 1:16 PM
To:Young, Brianna A<[e-mail]>
Subject: [External] RE:J.S. Steele&Sons, Inc. stormwater permit NCS000018
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Brianna,
I have attached the documents you have requested. If you need additional information, please let me know.
Thanks,
Curtis Daniels I EHS Director
curtis.danielsCaNcsteele.com I Direct: +1 704.768.3230 or 704.872.3681 x 151
710 South Mulberry Street(28677) 1 PO Box 1834(28687) 1 Statesville, NC USA
i '°' JC Steele&Sons, Inc. I Connect on Linkedln I www.icsteele.com
From:Young, Brianna A<[e-mail]>
Sent: Wednesday, May 3, 2023 1:13 PM
To: Curtis Daniels<[e-mail]>
Cc: Curtis Daniels<[e-mail]>
Subject: RE:J.S. Steele &Sons, Inc. stormwater permit NCS000018
Good afternoon,
I received your voicemail regarding the request for additional information below. I have noted, per your voicemail,that
information in the permit application submitted is still accurate. However,the application does not contain some of the
requested information.
• Description of industrial activity occurring and chemicals stored onsite;
• Confirmation on the number of outfalls and associated coordinates;
• Description of industrial activity in each drainage area;
• SIC (NAICS) code;
• An electronic spreadsheet summarizing all of the monitoring data that has been collected since the effective
date of the current permit;The monitoring data provided was for November 2016 to March 2021. Please
provide the data for samples taken since March 2021.
In addition, please confirm all contact information is up to date using the Stormwater Permit Summary Report link, and
submit any corrections using the links previously provided. Please let me know if you have any questions on this request.
Thank you,
Brianna Young, MS(she/her/hers)
Industrial Individual Permits Coordinator
4

Stormwater Permitting Program
NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail](e-mail preferred)
919-707-3647 (office)
Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612
Physical address: 512 North Salisbury Street, Raleigh, NC 27604
Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.
Based on the current guidance to minimize the spread of COVID-19,the Department of Environmental Quality has adjusted
operations to protect the health and safety of the staff and public. Please check with the appropriate staff before visiting our offices,
as we may be able to handle your requests by phone or email.We appreciate your patience as we continue to serve the public
during this challenging time.
From:Young, Brianna A
Sent:Tuesday,April 25, 2023 1:24 PM
To:[e-mail]
Cc: [e-mail]; [e-mail]
Subject:J.S. Steele &Sons, Inc. stormwater permit NCS000018
Good afternoon,
The Division of Energy, Mineral, and Land Resources (DEMLR) Stormwater Permitting Program
acknowledges receipt of your renewal application for coverage under NPDES Permit Number NCS000018.
Please continue to comply with all conditions and monitoring requirements in your current NPDES stormwater
permit. As long as you have submitted a complete renewal request package and maintain compliance with those
permit conditions, stormwater discharges from this facility are authorized by that permit until the Division
issues a renewal permit or notifies you of an alternative action.
I am working on renewing the individual stormwater permit for J.S. Steele & Sons, Inc. (NCS000018). I need
additional information in order to 1) confirm that the information I have is correct and 2) make sure the permit
adequately serves the needs of the facility. Please provide the following:
• Description of industrial activity occurring and chemicals stored onsite;
• Confirmation on the number of outfalls and associated coordinates;
• Description of industrial activity in each drainage area;
• SIC (NAICS) code;
• An electronic spreadsheet summarizing all of the monitoring data that has been collected since the
effective date of the current permit;
• Verification that the information in the renewal application is still complete and correct; and
• An explanation of any operational changes since the renewal application was submitted.
Enter your stormwater permit number into the Stormwater Permit Summary Report and you will see a form that
includes the address of the facility, contact information for the permit, and the regulated stormwater outfall(s)for the
facility. Please review the facility information to make sure it is correct. Information can be updated using the links
provided below, where applicable:
• Facility/Company name or ownership: Name/Ownership Change Form
5

• Owner Affiliation (Legally responsible person; i.e., someone with the company who is designated to
represent the company per signatory requirements or another authorized representative): Permit Contact
Update Request Form
• Delegation of Signature Authority (DOSA): Permit Contact Update Request Form
• Billing contact: Permit Contact Update Request Form
• Permit contact: Permit Contact Update Request Form
• Facility contact: Permit Contact Update Request Form
• Facility address only: Email Bethanyy og ulias
• Stormwater outfall information: Email Bethany Georgoulias
• Visit the eDMR Six Steps website and complete Steps 1 and 2.
• Pay outstanding permit fees: Stormwater ePgMent website
Once I have the above listed information, I can continue my review. You will receive a draft permit for a 30-day
comment period. During this time we will be able to address any comments or concerns you have. During the
same 30-day period, the draft will be sent to a Regional Office staff member for review as well as out to public
notice. Once all comments and concerns are addressed, you may be issued a final permit.
Please contact me if you have any questions.
Thank you,
Brianna Young, MS (she/her/hers)
Industrial Individual Permits Coordinator
Stormwater Permitting Program
NC DEQ/ Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail](e-mail preferred)
919-707-3647 (office)
Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612
Physical address: 512 North Salisbury Street, Raleigh, NC 27604
t�: D E
NORTH CAROLINA IQ ;
Department of Environmental Quality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Based on the current guidance to minimize the spread of COVID-19,the Department of Environmental Quality has adjusted
operations to protect the health and safety of the staff and public. Please check with the appropriate staff before visiting our offices,
as we may be able to handle your requests by phone or email.We appreciate your patience as we continue to serve the public
during this challenging time.
Email correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to third parties by an authorized
state official.
6

Young, Brianna A
From: Curtis Daniels <[e-mail]>
Sent: Thursday, May 4, 2023 1:16 PM
To: Young, Brianna A
Subject: [External] RE:J.S. Steele & Sons, Inc. stormwater permit NCS000018
Attachments: Additional info NCS000018.docx; Permit renewal data.xlsx
CAUTION: External email. Do not click links or open attachments unless verified. Report suspicious emails with the Report Message
button located on your Outlook menu bar on the Home tab.
Brianna,
I have attached the documents you have requested. If you need additional information, please let me know.
Thanks,
Curtis Daniels I EHS Director
curtis.daniels(aNcsteele.com I Direct: +1 704.768.3230 or 704.872.3681 x 151
710 South Mulberry Street(28677) 1 PO Box 1834(28687) 1 Statesville, NC USA
i '°' JC Steele&Sons, Inc. I Connect on Linkedln I www.wcsteele.com
From:Young, Brianna A<[e-mail]>
Sent: Wednesday, May 3, 2023 1:13 PM
To: Curtis Daniels<[e-mail]>
Cc: Curtis Daniels<[e-mail]>
Subject: RE:J.S. Steele &Sons, Inc. stormwater permit NCS000018
Good afternoon,
I received your voicemail regarding the request for additional information below. I have noted, per your voicemail, that
information in the permit application submitted is still accurate. However,the application does not contain some of the
requested information.
• Description of industrial activity occurring and chemicals stored onsite;
• Confirmation on the number of outfalls and associated coordinates;
• Description of industrial activity in each drainage area;
• SIC (NAICS) code;
• An electronic spreadsheet summarizing all of the monitoring data that has been collected since the effective
date of the current permit;The monitoring data provided was for November 2016 to March 2021. Please
provide the data for samples taken since March 2021.
In addition, please confirm all contact information is up to date using the Stormwater Permit Summary Report link, and
submit any corrections using the links previously provided. Please let me know if you have any questions on this request.
Thank you,
i

Brianna Young, MS(she/her/hers)
Industrial Individual Permits Coordinator
Stormwater Permitting Program
NC DEQ/Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail](e-mail preferred)
919-707-3647 (office)
Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612
Physical address: 512 North Salisbury Street, Raleigh, NC 27604
Email correspondence to and from this address is subject to the North Carolina
Public Records Law and may be disclosed to third parties.
Based on the current guidance to minimize the spread of COVID-19,the Department of Environmental Quality has adjusted
operations to protect the health and safety of the staff and public. Please check with the appropriate staff before visiting our offices,
as we may be able to handle your requests by phone or email.We appreciate your patience as we continue to serve the public
during this challenging time.
From:Young, Brianna A
Sent:Tuesday, April 25, 2023 1:24 PM
To:[e-mail]
Cc: [e-mail]; [e-mail]
Subject:J.S. Steele&Sons, Inc. stormwater permit NCS000018
Good afternoon,
The Division of Energy, Mineral, and Land Resources (DEMLR) Stormwater Permitting Program
acknowledges receipt of your renewal application for coverage under NPDES Permit Number NCS000018.
Please continue to comply with all conditions and monitoring requirements in your current NPDES stormwater
permit. As long as you have submitted a complete renewal request package and maintain compliance with those
permit conditions, stormwater discharges from this facility are authorized by that permit until the Division
issues a renewal permit or notifies you of an alternative action.
I am working on renewing the individual stormwater permit for J.S. Steele & Sons, Inc. (NCS000018). I need
additional information in order to 1) confirm that the information I have is correct and 2) make sure the permit
adequately serves the needs of the facility. Please provide the following:
• Description of industrial activity occurring and chemicals stored onsite;
• Confirmation on the number of outfalls and associated coordinates;
• Description of industrial activity in each drainage area;
• SIC (NAICS) code;
• An electronic spreadsheet summarizing all of the monitoring data that has been collected since the
effective date of the current permit;
• Verification that the information in the renewal application is still complete and correct; and
• An explanation of any operational changes since the renewal application was submitted.
Enter your stormwater permit number into the Stormwater Permit Summary Report and you will see a form that
includes the address of the facility, contact information for the permit, and the regulated stormwater outfall(s)for the
facility. Please review the facility information to make sure it is correct. Information can be updated using the links
provided below, where applicable:
2

• Facility/Company name or ownership: Name/Ownership Change Form
• Owner Affiliation (Legally responsible person; i.e., someone with the company who is designated to
represent the company per signatory requirements or another authorized representative): Permit Contact
Update Request Form
• Delegation of Signature Authority (DOSA): Permit Contact Update Request Form
• Billing contact: Permit Contact Update Request Form
• Permit contact: Permit Contact Update Request Form
• Facility contact: Permit Contact Update Request Form
• Facility address only: Email Bethanyy og ulias
• Stormwater outfall information: Email Bethany Georgoulias
• Visit the eDMR Six Steps website and complete Steps 1 and 2.
• Pay outstanding permit fees: Stormwater ePgMent website
Once I have the above listed information, I can continue my review. You will receive a draft permit for a 30-day
comment period. During this time we will be able to address any comments or concerns you have. During the
same 30-day period, the draft will be sent to a Regional Office staff member for review as well as out to public
notice. Once all comments and concerns are addressed, you may be issued a final permit.
Please contact me if you have any questions.
Thank you,
Brianna Young, MS (she/her/hers)
Industrial Individual Permits Coordinator
Stormwater Permitting Program
NC DEQ/ Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail](e-mail preferred)
919-707-3647 (office)
Mailing address: 1612 Mail Service Center, Raleigh, NC 27699-1612
Physical address: 512 North Salisbury Street, Raleigh, NC 27604
t�: D E '�:`A�
kl ;
NORTH CAROLINA
Department of Environmental Quality
Email correspondence to and from this address is subject to the North
Carolina Public Records Law and may be disclosed to third parties.
Based on the current guidance to minimize the spread of COVID-19,the Department of Environmental Quality has adjusted
operations to protect the health and safety of the staff and public. Please check with the appropriate staff before visiting our offices,
as we may be able to handle your requests by phone or email.We appreciate your patience as we continue to serve the public
during this challenging time.
3

May 3, 2023
Brianna Young, MS(she/her/hers)
Industrial Individual Permits Coordinator
Stormwater Permitting Program
NC DEQ/ Division of Energy, Mineral, and Land Resources(DEMLR
Re: J.C. Steele &Sons, Inc
Statesville, N.C.
NPDES Permit No. 000018
Request for additional information
J.C. Steele &Sons is operating under two separate permits, part of our facility is covered using the
General permit NCG03000 certificate of coverage NCG030255 with 4 associated outfalls.The NAICS code
for this permit is 333248.The permit renewal is for the Individual permit that covers our Foundry
NCS000018.The NAICS code for the Foundry is 331511.
We have 2 associated outfalls with this permit. Outfall number 5 located at 35.776390,-80.886940
And Outfall 6 is located at 35.776110, -80.886940.
The industrial activity occurring at the foundry operation consists of collecting charge material for the
furnaces, melting the material to create a specific formular, pouring molten metal into sand castings, and
grinding those castings to remove excess material.
Chemicals stored onsite include the following: Chrome ore, pig iron, scrap metal,these are stored
outside and exposed to the elements. New silica sand is stored in enclosed silos and covered areas, Oils,
mold wash chemicals, sand resins and activators are stored in 55-gallon containers and 275 gallon IBC's
and are all stored under covered areas. Smaller quantity chemicals used in the formular for our molten
metal such as Manganese, Magnesium, copper, Silicon, Nickel, Carbon, Iron Boron and all refractories are
stored in bags and other types of containers and are all stored in enclosed areas. Waste materials such as
silica sand molds are stored onsite in a sand pit that is exposed to the elements.
Outfall #5 has an open top wood dumpster and a lined trash dumpster located in the drainage area for
this outfall. Outfall#6 has Chrome ore storage, sand pit, scrap metal storage, pig iron storage located in
this area.There is also metal flask stored for the molds, and castings are moved from the foundry to the
grinding building in this area. Outfall#6 has most of all industrial activity flowing to this outfall.
If you need any additional information, please let me know.
Curtis Daniels
EHS Director
J.C. Steele and Sons

Summary of Analytical Sampling for NCS000018 November 2016-Present
Benchmark 6/23/2017 8/31/2017 3/6/2018 12/20/2018 7/1/2019 5/27/2020 10/28/2020 3/31/2021 9/21/2021 Oct-Dec 21
Cr 1 mg/I No Sample 0.004 0 0.0029 No Sample <0.005 0.007 0.01 0.0067 No Flow
COD 120 mg/I <25 <25 <25 <25 <25 <25 <25
TSS 100 mg/I 8.046 22.4 14 6.087 9.167 11.73 11.56
Fe >2 1.15 2.96 0.6 0.147 0.82 1.01 1.13
Outfall#6 Ph 9-Jun 7.1 7.3 7.2 7.6 6.4 6.8 7.2
Outfall#5 No Flow No Flow No Flow I No Flow I No Flow I No Flow I No Flow I No Flow INoFlow I No Flow
Benchmark 3/16/2022 9/30/2022 1/25/2023
Cr 1 mg/I 0.01 <0.002 0.004
COD 120 mg/I <25 <20 <20
TSS 100 mg/I 17.22 <2.47 32
Fe >2 3.37 <0.06 11.4
Outfall#6 Ph 7.20 7.6 7.6 7.4
Outfall#5 No Flow No Flow No Flow

Summary of Visual Sampling Foundry Stormwater Permit NCS000018 November 2016-
Outfall Floating Suspended
Date # Color Odor Clarity Solids solids Foam Oil Sheen Deposit Erosion Remarks
6/23/2017 5 No Flow
6 light brown None 2 1 1 No No No No
8/31/2017 5 No Flow
6 light brown None 2 1 1 No No No No
3/6/2018 5 No Flow
6 Clear None 2 1 1 No No No No
12/20/2018 5 No Flow
6 light brown None 4 1 1 No No No No
6/13/2019 5 No Flow
6 light brown None 3 1 1 No No No No
10/30/2019 5 No Flow
6 light brown None 3 1 1 No No No No
5/27/2020 5 No Flow
6 Clear None 2 1 1 No No No No
10/28/2020 5 No Flow
6 Clear None 2 1 1 No No No No
3/31/2021 5 No Flow
6 Brown None 3 3 3 No No No No
9/21/2021 5 No Flow
6 clear None 1 1 2 No No No Yes
3/16/2022 5 No Flow
6 light gray None 4 3 3 No No No Yes
9/30/2022 5 No Flow
6 Light gray None 2 2 2 No No No No
1/25/2023 5 No Flow
6 Gray/brown None 2 2 5 No No No No

Final Total Maximum Daily Load (TMDL)
for Fecal Coliform
October 2001
Fourth Creek (Subbasin 03-07-06)
Yadkin-Pee Dee River Basin
North Carolina
Prepared by:
NC Department of Environment and Natural Resources
Division of Water Quality
Water Quality Section
1617 Mail Service Center
Raleigh, NC 27699-1617
[phone]

Final Fecal Coliform TMDL for Fourth Crock October 31, 2001
INDEX OF TMDL SUBMITTAL
303(d) List Information
State North Carolina
Basin Yadkin-Pee Dee River Basin
303(d) Listed Waters
Name of Stream Description lass Index# 8 Digit CU Miles
Fourth Creek SR2308 in Iredell County to 1.5 miles upstream C 15-4b 03040102 9.5
of Rowan County SR1985
8 Digit Cataloging Unit(s) 03040102
Area of Impairment 9.5 miles
WQS Violated Fecal Coliform
Pollutant of Concern Fecal Coliform
Sources of Impairment Point and nonpoint sources from entire
watershed
Public Notice Information
Form of Public Notification: A draft of the Fourth Creek Fecal Coliform TMDL was publically noticed
through various means,including mailings to interested parties in the Yadkin-Pee Dee River Basin. A
public comment period was held for the 45 days prior to May 23,2001. A public meeting was held in
Statesville on April 30,2001.
Did notification contain specific mention of TMDL proposal? Yes
Were comments received from the public? Yes
Was a responsiveness summary prepared? A summary of the comments and DWQ's responses
are included in Appendix V of the TMDL document

Final Fecal Coliform TMDT,for Fourth Creek October 31 2001
TMDL Information
Critical condition wet weather, late spring-early summer
Seasonality Modeled from 1995-1999 to include fluctuations in seasonal fecal
coliform loading.
Development tools Coliform Routing and Allocation Program (CRAP)
Supporting documents "Final Total Maximum Daily Load for Fecal Coliform, Fourth
Creek(Sub-basin 03-07-06)"
TMDL(s)
Loading allowed at critical condition:
Wasteload Allocation (WLA): 9.09 x 10" cfu per 30 days
Load Allocation (LA): 4.59 x 1013 cfu per 30 days
Total Maximum Daily Sources Sub- Wet Dry Weather
Load (TMDL) Watershed Weather Fecal
Fecal Coliform
Coliform Loading
Loading Reductions
Reductions
Wasteload WWTP 0% 0%
Allocation W LA
High Density Development WSO4-WS05 97% 60%
Low Density Development WSO4-WS05 97% 60%
Livestock Grazing/Manure WS02 95% 40%
Application (Pastureland)
WS03 98% 40%
WSO4 98% 40%
WS05 97% 50%
Manure Application (Cultivated) WS02 88% 40%
WS03 96% 40%
WSO4-WS05 94% 40%
Wildlife WS01-WS05 0% 0%
Margin of Safety Explicit margin of safety of 25 cfu/100ml.

Final Fecal Coliform TMD1,for Fourth Creek October 31,2001
TABLE OF CONTENTS
1.0 INTRODUCTION......................................................................... 1
1.1 Watershed Description........................................................... 2
1.2 Water Quality Monitoring Program............................................ 5
1.3 Water Quality Target............................................................. 5
2.0 SOURCE ASSESSMENT................................................................ 6
2.1 Point Source Assessment........................................................ 6
2.2 Non-point Source Assessment................................................... 7
3.0 MODELING APPROACH............................................................... 10
3.1 Model Framework................................................................ 10
3.2 Model Setup....................................................................... 10
3.3 Fecal Coliform Source Representation........................................ 14
3.4 Instream Decay Rate............................................................. 20
3.5 Critical Conditions............................................................... 20
3.6 Model Results..................................................................... 21
4.0 ALLOCATION............................................................................. 24
4.1 Total Maximum Daily Load(TMDL).......................................... 24
5.0 SUMMARY AND FUTURE CONSIDERATIONS................................. 28
5.1 Monitoring......................................................................... 28
5.2 Implementation.................................................................... 29
6.0 PUBLIC PARTICIPATION............................................................ 29
7.0 REFERENCES............................................................................ 30
APPENDIX I Fourth Creek Fecal Coliform Monitoring Data
APPENDIX II Statesville Wastewater Treatment Plant Monthly Discharge Data
APPENDIX III Second and Fourth Creek Flow data
APPENDIX IV Public Notice of Draft Fourth Creek Fecal Coliform TMDL
APPENDIX V Public Comment on Fourth Creek TMDL and DWQ Response

Final Fecal Coliform TMD1,for Fourth Creek October 31, 2001
1.0 INTRODUCTION
The North Carolina Division of Water Quality(DWQ) has identified a 9.5 mile segment(12-
108-20-(I)b) of Fourth Creek in the Yadkin River Basin as impaired by fecal coliform bacteria
as reported in the 2000 North Carolina 303(d) list. The impaired segment is located between
State Road 2308 in Iredell County and 1.5 miles upstream of Rowan County State Road 1985.
This section of the stream, located in subbasin 03-07-06, is designated as a class C water.I
Section 303(d) of the Clean Water Act(CWA)requires states to develop a list of waters not
meeting water quality standards or which have impaired uses. This list, referred to as the 303(d)
list, is submitted biennially to the U.S. Environmental Protection Agency (EPA) for review.
The 303(d)process requires that a Total Maximum Daily Load(TMDL) be developed for each
of the waters appearing on Part I of the 303(d) list. The objective of a TMDL is to estimate
allowable pollutant loads and allocate to known sources so that actions may be taken to restore
the water to its intended uses (USEPA, 1991). Generally, the primary components of a TMDL,
as identified by EPA (1991, 2000a) and the Federal Advisory Committee (FACA, 1998) are as
follows:
Target identification or selection of pollutant(s) and end-point(s) for consideration. The
pollutant and end-point are generally associated with measurable water quality related
characteristics that indicate compliance with water quality standards. North Carolina
indicates known pollutants on the 303(d) list.
Source assessment. All sources that contribute to the impairment should be identified and loads
quantified,where sufficient data exist.
Assimilative capacity estimation or level of pollutant reduction needed to achieve water quality
goal. The level of pollution should be characterized for the waterbody, highlighting how
current conditions deviate from the target end-point. Generally, this component is
identified through water quality modeling.
' Class C waters are freshwaters that are protected for secondary recreation,fishing,aquatic life including
propagation and survival of wildlife.
1

Final Fecal Coliform TMDL for Fourth Creek October 31, 2001
Allocation of pollutant loads. Allocating pollutant control responsibility to the sources of
impairment. The wasteload allocation portion of the TMDL accounts for the loads
associated with existing and future point sources. Similarly, the load allocation portion
of the TMDL accounts for the loads associated with existing and future non-point
sources, stormwater, and natural background.
Margin of Safety. The margin of safety addresses uncertainties associated with pollutant loads,
modeling techniques, and data collection. Per EPA (2000a), the margin of safety may be
expressed explicitly as unallocated assimilative capacity or implicitly due to conservative
assumptions.
Seasonal variation. The TMDL should consider seasonal variation in the pollutant loads and
end-point. Variability can arise due to stream flows, temperatures, and exceptional
events (e.g., droughts, hurricanes).
Section 303(d) of the CWA and the Water Quality Planning and Management regulation
(USEPA, 2000a) require EPA to review all TMDLs for approval or disapproval. Once EPA
approves a TMDL, then the waterbody may be moved to Part III of the 303(d) list. Waterbodies
remain on Part III of the list until compliance with water quality standards is achieved. Where
conditions are not appropriate for the development of a TMDL, management strategies may still
result in the restoration of water quality.
The goal of the TMDL program is to restore uses to water bodies. Thus, the implementation of
bacteria controls will be necessary to restore uses in Fourth Creek. Although an implemetation
plan is not included as part of this TMDL, reduction strategies are needed. The involvement of
local governments and agencies will be critical in order to develop implementation plans and
reduction strategies. The DWQ will begin developing the implementation plan during public
review of the TMDL.
1.1 Watershed Description
Fourth Creek, located in the central piedmont region of North Carolina, drains to the Yadkin-Pee
Dee River Basin. Figure 1 depicts the location of Fourth Creek in North Carolina. The Fourth
Creek watershed in the TMDL includes the drainage area above the confluence of Fourth and
2

Final Fecal Coliform TMD1,for Fourth Creek October 31, 2001
Third Creeks. The Fourth Creek watershed is divided between Rowan and Iredell counties. The
majority of the impaired stream segment is located in Rowan County. The portion of the
watershed that lies in Iredell County has an area of 58.9 mil. The remaining portion of the
watershed (24.1 mil) falls in Rowan County. The Fourth Creek watershed includes two 14 digit
hydrologic units and is approximately 83 square miles (53,071 acres) in area. The city of
Statesville (1993 population of 20,876), is located upstream of the ambient monitoring station
within the Fourth Creek watershed.
The land use/land cover characteristics of the watershed were determined using 1996 land cover
data. The North Carolina Center for Geographic Information and Analysis, in cooperation with
the NC Department of Transportation and United States Environmental Protection Agency
Region IV Wetlands Division, contracted Earth Satellite Corporation (EarthSat) of Rockville,
Maryland to generate comprehensive land cover data for the entire state of North Carolina. Land
cover/land use coverage for the watershed above the confluence of Fourth and Third Creeks is
shown in Table 1.
Land Cover/Land Use Fourth Creek Watershed Acres (%)
Cultivated 3,420 6.4%
High Intensity Developed 1,708 (3.2%)
Low Intensity Developed 1,527 (2.9%)
Shrubland 366 (0.7%)
Forest 25,376 (47.8%)
Herbaceous Cover 20,522 (38.7%)
Open Water 122 (0.2%)
Total 53,071
Table 1. The land cover/land use coverage of the Fourth Creek watershed.
3

Final Fecal Coliform TMDL for Fourth Creek
Figure 1 . Fourth Creek Watershed, I
o all
on 1
I
m i l le
e ee
d
Tr an
W N
VI
ry
�4
ra Qua
10 0 10 Miles
Y

Final Fecal Coliform TMT)L for Fourth Creek October 11, 2001
1.2 Water Quality Monitoring Program
The segment of Fourth Creek was listed as impaired based on data from an ambient monitoring
station located at SR 2308 near the town of Elmwood(Station Q3735000). Figure 2 shows the
locations of the monitoring stations in the Fourth Creek watershed. The fecal Coliform samples
were collected on a monthly interval beginning in June 1995 to the present. A Yadkin-Pee Dee
River Basin Association discharger coalition monitoring station is also sited at this location
(Station Q3735000). An additional discharger coalition monitoring station is located in the
headwaters of an unnamed tributary of Fourth Creek at SR 2316 (Q3720000). The discharger
coalition has been monitoring fecal Coliform concentrations at these locations since 1998. The
data from these monitoring stations are shown in Appendix I. The Fourth Creek WWTP
monitored instream fecal Coliform concentrations at upstream and downstream locations in years
prior to the discharger coalition monitoring. The upstream/downstream fecal Coliform
concentration data are shown in Appendix I.
The fecal Coliform concentrations of the samples collected at the DWQ ambient monitoring
station ranged from 27cfu/I00ml to 11,000cfu/I00ml. The fecal Coliform concentrations for the
samples collected by the discharger coalition at station Q3735000 ranged between 10 and 4,500
cf i/100ml between July 1998 and June 2000. Samples are collected at the DWQ ambient
monitoring station and at the discharger coalition station on a monthly basis. As a result, the 30-
day geometric mean of the samples could not be calculated using the minimum required 5
samples in 30 days.
1.3 Water Quality Target
The North Carolina fresh water quality standard for Class C waters for fecal Coliform(TI5A:
02B.0211) states:
Organisms of the Coliform group: fecal coliforms shall not exceed a
geometric mean of 200/100ml (MF count) based upon at least five
consecutive samples examined during any 30 day period, nor exceed
400/100 ml in more than 20 percent of the samples examined during such
period; violations of the fecal Coliform standard are expected during
rainfall events and, in some cases, this violation is expected to be caused
by uncontrollable non-point source pollution; all Coliform concentrations
are to be analyzed using the membrane filter technique unless high
turbidity or other adverse conditions necessitate the tube dilution method;
5

Final Fecal Coliform TMT)L for Fourth Creek nctobcr 31, 2001
in case of controversy over results, the MPN 5-tube dilution technique will
be used as the reference method.
The instream numeric target, or endpoint, is the restoration objective expected to be reached by
implementing the specified load reductions in the TMDL. The target allows for the evaluation of
progress towards the goal of reaching water quality standards for the impaired stream by
comparing the instream data to the target. In the Fourth Creek watershed, the water quality
target is the geometric mean concentration of 200cfu/100ml over a 30-day period. The water
quality target is based on the 30 day geometric mean standard of 200cfu/100m1 and does not
address the portion of the standard that limits the percentage of instantaneous excursions over
400cfu/100ml to twenty percent.
In order to evaluate the fecal coliform model, monitor water quality conditions and assess
progress of the TMDL, an evaluation location was established for the Fourth Creek watershed.
The evaluation location of this watershed is located in Fourth Creek at SR2308, the location of
the ambient monitoring and discharger coalition stations.
2.0 SOURCE ASSESSMENT
A source assessment is used to identify and characterize the known and suspected sources of
fecal coliform bacteria in the watershed. The source assessment of Fourth Creek will be used in
the water quality model and in the development of the TMDL.
2.1 Point Source Assessment
General sources of fecal coliform bacteria are divided between point and non-point sources.
Facilities that treat domestic waste which are permitted through the National Pollutant Discharge
Elimination System(NPDES) are the primary point sources of fecal coliform bacteria.
2.1.1 Individually Permitted NPDES Dischargers
There are two NPDES individually permitted dischargers in the Fourth Creek watershed. The
Statesville WWTP (NC0031836) has a maximum permitted effluent fecal coliform concentration
of a 30 day geometric mean of 200 cfu/100ml, and a weekly geometric mean of 400 cfu/100ml.
6

Final Fecal Coliform TMDT,for Fourth Creek October It, 2001
The monthly geometric means of the discharge are listed in Appendix II. The Fourth Creek
WWTP land applies a percentage of the residuals generated during the wastewater treatment
process. The residuals are land applied outside the Fourth Creek watershed in Alexander County
(Smith Communication, 2001). The treatment plant processes the remainder of the residuals into
an alkaline product for distribution to local farmers (Statesville, 2000). Southern States
Cooperative treatment plant(NC0082821) does not discharge fecal coliform bacteria.
NDPES # Facility Name Facility Class Permitted Flow Receiving Water
NCO031836 Statesville IV 4 MGD Fourth Creek
WWTP
NCO082821 Southern States 0.114 MGD Fourth Creek
Cooperative F I I
Table 2. Individually permitted NPDES wastewater treatment facilities.
2.1.2 General Permitted NPDES Dischargers
There are five general permitted facilities located in the Fourth Creek watershed. Four of the
facilities are permitted to discharge non-contact cooling water, boiler blowdown, cooling
tower blowdown, and other similar wastewaters. The effluents of these facilities are not limited
or monitored for fecal coliform. One single-family residence is permitted to discharge
wastewater in the Fourth Creek watershed. The permitted limits of the facility include a
maximum daily flow of 1000 gallons per day, a monthly geometric mean of 200cfu/100ml and a
daily maximum of 400cfu/I 00ml.
2.2 Non-point Source Assessment
Non-point sources of fecal coliform bacteria include those sources that can not be identified as
entering the waterbody at a specific location (e.g., a pipe). Non-point source pollution can
include both urban and agricultural sources, and human and non-human sources. Table 3 lists the
potential human and animal non-point sources of fecal coliform bacteria(Center for Watershed
Protection, 1999). The non-point sources of fecal coliform bacteria in Fourth Creek include
wildlife, livestock(land application of agricultural manure and grazing), concentrated animal
feed-lots, urban development(stormwater), failing septic systems, and sewer line systems (illicit
connections, leaky sewer lines and sewer system overflows).
7

Final Fecal Coliform TM1)T,for Fourth Creek October 11, 2001
Source Type Source
Human Sources Sewered watershed Combined sewer overflows
Sanitary sewer overflows
Illegal sanitary connections to
storm drains
Illegal disposal to storm drains
Non-sewered watershed Failing septic systems
Poorly operated package plant
Landfills
Marinas
Non-human Sources Domestic animals and urban Dogs, cats
wildlife
Rats, raccoons
Pigeons, gulls, ducks, geese
Livestock and rural wildlife Cattle, horse,poultry
Beaver, muskrats, deer,
waterfowl
Hobby farms
Table 3. Potential sources of fecal coliform bacteria in urban and rural watersheds (Center for
Watershed Protection, 1999).
2.2.1 Livestock
Iredell County is the leading dairying county and producer of chickens in North Carolina. With
a total area of approximately 367,600 acres, Iredell County has an estimated 1,200 farms
(Agriculture Census, 2001). In the 1997 Agricultural Census of Iredell County there were 180
poultry farms, 705 beef cow farms and 227 horse and pony farms. Compared to the rest of Iredell
County, there are fewer total animals in the Fourth Creek watershed(Stevenson communication,
2001). Rowan County, with a total area of 327,296 acres is a producer of cattle,beef and milk
cows, chickens, hogs and pigs. According to the 1997 Agricultural Census, there were 48
poultry farms, 473 beef farms and 36 dairy farms in Rowan County. There are no registered
animal operations in the Rowan County portion of Fourth Creek. In 1997 there were 154 horse
and pony farms throughout Rowan County (Agriculture Census, 2001).
2.2.1.1 Livestock Grazing/Horse and Pony Grazing
Cattle, including both dairy and beef cows, and horses graze on pasture land and deposit feces
onto the land. During a rainfall runoff event, a portion of the fecal material that contains
coliform bacteria is transported to the streams. In addition, when cattle or horses have direct
access to streams, feces may be deposited directly into a stream. There are small, scattered beef
operations (+/- 500 total animals)which may have access to streams in the Fourth Creek
8

Final Fecal Coliform TMT)L for Fourth Creek October It, 2001
watershed. There are a few beef farms that have fenced the streams out to not allow cattle access
to the streams (Stevenson communication, 2001).
2.2.1.2 Agricultural Manure Application/Concentrated Animal Feedlot Operations
The three registered dairy cattle operations, located in Iredell County, have one onsite lagoon per
operation. The average cattle population of the three operations range from 180-275 heads of
cattle. There is an estimated total of 693 total dairy cattle on the 3 dairies. The dairy cattle may
have limited access to streams. Dairy manure is mostly applied to cropland with some to
pasutre/hayland. Manure is generally applied to cropland from March to June and from
September to November. Manure is typically applied to pastureland during the same periods
although application extends through December. Poultry litter produced by the chickens is
routinely collected and applied as an alternative to fertilizer and applied predominately to
pasture/hayland (Stevenson communication, 2001).
2.2.2 Failed Septic Systems
Failing septic systems have been cited as a potential source of fecal Coliform bacteria to water
bodies (USEPA, 2000). The Iredell County Health Department has estimated that approximately
65-70% of the county population(1999 population of 117,800) is served by on-site septic tank
systems (Sheeks communication, 2001). The Department of Environmental Health has estimated
that Iredell and Rowan Counties have approximately 11,400 and 20,000 housing units on septic
systems, respectively(DEH, 1999). In the Fourth Creek watershed, the number of septic systems
per square mile is greatest in the area surrounding Statesville. Septic system failure rate data in
North Carolina are very limited. A study conducted in 1981 by the North Carolina Office of
State Budget and Management suggested that approximately 11% of systems that were surveyed
experienced malfunctions or failures over a year(DEH, 2000).
2.2.3 Urban Development/Sanitary Sewer Overflows
Fecal Coliform bacteria can originate from various urban sources. These sources include pet
waste, runoff through stormwater sewers, illicit discharges/connections of sanitary waste, leaky
sewer systems and sewer systems overflows. The city of Statesville owns and operates the
Fourth Creek WWTP and the sewage collection system. In 1999, Statesville reported three
sanitary sewer overflows (SSOs) of greater than 1000 gallons (Statesville, 2000).
9

Final Fecal Coliform TM1)T,for Fourth Creek October 11, 2001
2.4 Wildlife
Wildlife can be a source of fecal Coliform bacteria in forested, wetland,pasture and cropland
areas. Wildlife deposit fecal material in these areas which can be transported to a stream in a
rain event. Wildlife in the Rowan and Iredell county area include deer, raccoons, squirrels, and
birds (including waterfowl).
3.0 MODELING APPROACH
3.1 Model Framework
The Coliform Routing and Allocation Program(CRAP), a geographic information system(GIS)
based tool (ArcView),was selected for the Fourth Creek fecal Coliform bacteria TMDL
evaluation in order to satisfy a variety of modeling objectives. CRAP is designed to be an easy to
use GIS based model for fecal Coliform TMDL development. In 1998 the Modeling Unit staff
reviewed the available tools potentially suitable for use in fecal Coliform TMDLs and determined
that most of the models examined tended to be either overly complex for the modeling objectives
or too simple and inflexible. With the notable exception of a few major urban areas, most fecal
impaired streams are located in watersheds where relatively little information is available on
sources and stream/watershed morphology. Monthly instream fecal concentration data, collected
at DWQ ambient stations, tends to comprise the bulk of the available data on fecal Coliform
bacteria in these watersheds.
Hence, in 1999 Modeling Unit staff began development of a simple, flexible, steady state
modeling tool which could be applied in a variety of watersheds for which there is limited
available data. CRAP is a customized ArcView project, written in Avenue,ArcView's scripting
language. Output from the model is intended to represent `typical' instream fecal Coliform
concentrations within a given time step, for predefined design (critical) conditions.
3.2 Model Setup
The Fourth Creek watershed was delineated into five subwatersheds. The land areas of each of
the subwatersheds are shown in Table 4. The subwatersheds range in size from 3.5 mi2 to 26.5
mi2 and encompass pasture, cultivated lands, forest, and low and high density development
lands.
10

Final Fecal Coliform TMT)L for Fourth Creek October 11, 2001
Subwatershed Area (square miles)
WSO1 3.5
WS02 24.6
WS03 9.6
WS04 18.7
WS05 26.5
Table 4. The areas of the subwatersheds of the Fourth Creek watershed.
Figure 2 illustrates the subwatershed delineations for the Fourth Creek watershed. The
subwatershed delineations were based, in part, on the 14 digit hydrologic unit watershed
boundaries, the location of the ambient and discharger coalition monitoring sites, the location of
Statesville's WWTP, and the geographic extent of the impaired segment of Fourth Creek.
Subwatershed WS05, located above Statesville, contains the upstream 14 digit hydrologic unit
watershed. The downstream point of subwatershed WS04 is located at SR2316, the site of the
Fourth Creek WWTP downstream monitoring prior to 1998. The outlet of subwatershed WS03
is the located at SR2308, the site of the ambient monitoring and discharger coalition stations.
Subwatershed WS02 contains all of the impaired segment of Fourth Creek. Subwatershed WSO1
is located downstream of the impaired segment and above the confluence of Fourth and Third
Creeks. The land cover coverage for the subwatersheds is shown in Table 5.
Land Cover Watershed 01 Watershed 02 Watershed 03 Watershed 04 Watershed 05
acres(%) acres(%) acres(%) acres(%) acres(%)
Cultivated 124 (5.6%) 1044(6.6%) 542(9%) 302(2.5%) 1408(8.3%)
High Intensity 1 (<l%) 95 (<l%) 23 (<1%) 1058(8.8%) 531 (3.1%)
Development
Low Intensity 0(0%) 3 (<1%) 5 (<1%) 1166(9.7%) 353 (2.1%)
Development
Shrubland 11 (<1%) 211 (1.3%) 35 (<1%) 18(<1%) 91 (<1%)
Forest 1472(66.4%) 8017(50.9%) 3159(51%) 5575(46.5%) 7153 (42.2%)
Herbaceous 605(27.3%) 6360(40.4%) 2382(39%) 3819(31.9%) 7386(43.6%)
Cover
Open Water 4(<I%) 25 (<1%) 14(<1 %) 43 (<1%) 36(<1%)
Total 2,217 15,755 6,160 11,981 16,958
Table 5. The land cover/land use coverage of the subwatersheds in the Fourth Creek watershed.
3.2.1 Hydrology
Since Fourth Creek is not gaged, flow information for Fourth Creek was estimated using flow
data from the Second Creek USGS gage station near Barber,North Carolina(Station Number
02120780). This method of calculating flows for Fourth Creek is based on the assumption of
equal flow and runoff per square mile for Fourth and Second Creeks. Given the close proximity
and similarities in land cover between the two watersheds, this is a reasonable assumption. Prior
11

Final Fecal Coliform TMDL for Fourth Creek October It, 2001
to calculating the flow of Fourth Creek using areal weighting, the flows from the NPDES
dischargers upstream of the gage on Second Creek were subtracted from the recorded flow at the
USGS gage. The upstream permitted facilities include Rowan County/Second Creek WWTP
(NC0078361), Arteva Specialties-KOSA (NC0004944) and Rowan-Salisbury Schools/West
Rowan (NC0034959). The adjusted flows for Second Creek are shown in Appendix III. To
estimate the daily flow of Fourth Creek, an adjustment coefficient was established by dividing
the drainage area of Fourth Creek(82.95 square miles)by the drainage area of the Second Creek
gage (118.00 square miles). This coefficient(0.703)was multiplied by the adjusted daily flow of
Second Creek to arrive at the estimates for Fourth Creek. The flows from the effluent of the
Fourth Creek WWTP (NC0031836) and the Southern States Cooperative (NC0082821) were
added to the subwatersheds that are downstream of these facilities.
3.2.2 Hydraulics
There are several methods to estimate stream velocity based on stream flow data. The water
quality model utilized the power function to calculate the hydraulics of Fourth Creek.
The power function: V=aQb
V=velocity(feet per second)
Q = stream flow (cubic feet per second)
a= flow coefficient(unitless)
b =exponent for flow (unitless)
Since a time of travel (TOT) study was not available for Fourth Creek, a TOT study for North
Second Creek(1978)was used to estimate the values of the coefficient and exponent for the
Fourth Creek hydraulics. North Second Creek is located in the same subbasin(03-07-06) as
Fourth Creek. The following values were used in the Fourth Creek model to calculate stream
velocity: a= 0.157 and b =0.478.
12

Final Fecal C"oliform TMDT,for Fourth Creek
Figure 2. Fourth Creek Subwatershed Delineation:
Feek
p
State s
• Ambient Monitoring Station/Discharger Coalition Station 03735000
■ Discharger Coalition Monitoring Station 03720000
NPDES Facilities
Concentrated Animal Feedlot Operations
0 Subwatersheds
Hydrography w
Statesville
Impaired Segment
8 0 8 Miles
13

Final Fecal Coliform TMDT,for Fourth Creek October 11, 2001
3.3 Fecal Coliform Source Representation
Both point sources and non-point sources of fecal coliform are represented in the Coliform Routing and Allocation
Program(CRAP) model. Figure 3 depicts the process the CRAP model utilizes to calculate the fecal coliform
loading from the non-point sources. Each of the non-point sources of fecal coliform is linked to one or more land
cover types (i.e., cattle grazing is linked to
Source Average or Typical
ie Fecal Coliform Concentration
Cattle Grazing for the Modeled Condition
1
Land Cover (LC) Type
Pasture
Fecal Coliform Loading =
Fecal Coliform Conc. x
Flow from Land Area of LC Type
Figure 3. A schematic diagram of the non-point source fecal coliform loading calculations.
herbaceous cover). Based on the assumption that flow yields from each of the land covers in the watershed are
equal per square mile, CRAP calculates the portion of the Fourth Creek stream flow that originates from each land
cover type. To calculate the fecal coliform load(in cf i) from a specific source, the calculated flow from the land
cover type was multiplied by the assumed monthly average or typical fecal coliform concentration under the
modeled condition (either dry or wet weather). The fecal coliform loading was calculated on a daily basis in the
model runs. Table 6 outlines the assumed average fecal coliform concentrations for both dry weather and wet
weather conditions.
14

Final Fecal Coliform TM1)T,for Fourth Creek October 11, 2001
Source Source Subwatershed Land Cover/ Wet Weather Dry Weather
Category Sub-Category Land Use Assumed FC Assumed FC
Instream Instream
Concentration Concentration
(cfu/100ml) (cfu/100ml)
Point Source WWTP WS03 23 (average 23 (average
concentration concentration
of effluent) of effluent)
Non-Point Wildlife WSO1 — WS05 Forest 100 30
Source
Livestock WS03 Herbaceous/ 15,000 500
Grazing Pasture
Livestock WS02 ,WS04 Herbaceous/ 10,000 500
Grazing WS05 Pasture
Manure WS03 Herbaceous/ 10,000 500
Application Pasture
(Mar. — June;
Sept. — Dec.)
Manure WS02,WS04, Herbaceous/ 5,000 500
Application WS05 Pasture
(Mar. — June;
Sept. — Dec.)
Manure WS03 Cultivated 10,000 500
Application
(Mar. — June;
Sept. —Nov.)
Manure WS02,WS04, Cultivated 5,000 500
Application WS05
(Mar. — June;
Sept. —Nov.)
High Intensity WS04—WS05 High Intensity 8,700 1,500
Development Developed
(SSOs,
stormwater,
sewer
infiltration)
Low Intensity WS04—WS05 Low Intensity 8,700 1,500
Development Developed
(include septic
system failure,
stormwater)
Table 6. The Assumed Instream Fecal Coliform Concentrations by Source Category and Land Cover for the
Mean Flow Condition in the Subwatersheds.
15

Final Fecal Coliform TM1)T,for Fourth Creek October 11, 2001
3.3.1 Wet Weather Versus Dry Weather Fecal Coliform Loading
The CRAP model can calculate fecal Coliform loading on a daily time step during both dry and
wet weather conditions. For the Fourth Creek TMDL application of the CRAP model, dry
weather conditions were defined as three consecutive days without recorded rainfall in
Statesville,North Carolina. Wet weather days account for all of the remaining days. To
calculate the daily fecal Coliform loadings, different in-stream concentrations for dry and wet
weather conditions were used.
3.3.2 NPDES Discharge
Fourth Creek WWTP, a 4 MGD NPDES individually permitted facility, is located in
subwatershed WS03. To calculate the fecal Coliform loading from the Fourth Creek WWTP, the
average monthly flow calculated from the 1998-2000 discharge monitoring reports was
multiplied by the concentration of 23cfu/100ml, the average of the monthly geometric means of
the fecal Coliform concentrations reported in the discharge monitoring reports. The monthly
average flow and monthly geometric means of the fecal Coliform concentrations did not
substantially vary over the observed period (see Appendix II). Therefore it was reasonable to use
the average flow and concentration values over the modeled period.
3.3.3 Livestock
3.3.3.1 Livestock Grazing
Fecal Coliform loading from grazed areas was calculated using an instream fecal Coliform
concentration for the portion of the stream flow that originates from pasturelands (managed
herbaceous and upland herbaceous land cover). Different fecal Coliform concentrations were
used to calculate the fecal Coliform bacteria loading during wet weather and dry weather events.
As previously described dry weather days were defined as at least three consecutive days without
rain. The increased fecal Coliform loading on wet weather takes into account the increased fecal
Coliform concentrations in stormwater runoff.
Site specific information on annual grazing patterns was not available, therefore it was assumed
that there is no monthly variation in animal grazing on pasture land throughout the year. Several
16

Final Fecal Coliform TM1)T,for Fourth Creek October It, 2001
studies have indicated that grazing cattle increases instream fecal Coliform concentrations.
Stephenson and Street observed that the presence of cattle on rangelands increased fecal Coliform
concentrations in stream from 0 to 2500/100ml (Khaleel et al., 1980). Fecal Coliform
concentrations from grazed pasture runoff have been measured in the range of 120— 1.3 x 106
cfu/100ml (Doran et al, 1981). A fecal Coliform concentration of 10,000 cfu/l00ml for wet
weather days was input into the model to calculate the fecal Coliform load from grazing livestock
in subwatersheds WS02, WSO4 and WS05. Due to the increased number of dairy cattle in
subwatershed WS03, a fecal Coliform concentration of 15,000cf i/100ml was used to calculate
the loads for wet weather in WS03. The fecal Coliform concentration used to calculate the load
from grazing on dry weather days was 500cfu/100m1 for all subwatersheds. The fecal Coliform
concentrations used in the CRAP model fall within the range of fecal Coliform concentrations
found in the literature.
3.3.3.2 Land Application of Agricultural Manure/Concentrated Animal Feedlot Operations
Fecal Coliform loading values from the land application of manure, poultry litter and
concentrated animal feedlot operations were calculated in the model using an instream fecal
Coliform concentration for the portion of the stream flow that originates from cultivated lands
and pasturelands (herbaceous land cover). Based on the information from Iredell Soil & Water
Conservation District, manure application is applied to cropland from March-June and
September-November(Stevenson communications, 2001). Manure is applied to pastureland
during the same period but extending through December. Due to a lack of site specific data on
these sources, cattle and poultry manure application were grouped together as one source, the
land application of agricultural manure. Under wet weather conditions, the manure application
contribution to the instream fecal Coliform concentration was represented by a concentration of
5,000 cf i/100ml for the portion of the stream flow that originates from pasturelands (managed
herbaceous and upland herbaceous land cover). The application of manure on cultivated lands
was represented in the model by an input of 5,000cfu/100ml fecal Coliform concentration for the
portion of the stream flow that originates from cultivated land. Under dry weather conditions,
the application of manure on cultivated lands was represented in the model by an input of 500
cfu/100ml fecal Coliform concentration for the portion of the stream flow that originates on
cultivated land. The fecal Coliform loading from manure application on pastureland in dry
weather was calculated using an in-stream fecal Coliform concentration of 500cf i/100ml for the
portion of stream flow that originates on pastureland.
17

Final Fecal Coliform TM1)T,for Fourth Creek October 11, 2001
3.3.4 Low Density Development/Septic Systems
Fecal Coliform loading from developed land includes septic systems failure, leaking sanitary
sewers, illicit sanitary sewer connections and stormwater runoff(which can include waste from
domesticated animals and urban wildlife). Due to a lack of site specific data on these sources,
the fecal Coliform loading from these sources were lumped together into one source category,
low density development. Several studies have been conducted to evaluate the effects of
development on stormwater runoff and instream fecal Coliform concentrations. Farrell-Poe et al.
(1997) evaluated the effects of small rural municipalities on instream fecal Coliform
concentrations in agricultural watersheds. Samples collected from perennial streams
downstream of four small municipalities (populations ranged from 561 to 4,829) were
statistically significantly higher than the upstream samples. Two of the four towns were serviced
by sanitary sewers, but none of the towns had stormwater drains. The mean differences of the
fecal Coliform concentrations of upstream and downstream samples ranged from 21 to 294
cfu/100ml.
Geldreich et al. studied fecal Coliform concentration levels in urban runoff from a suburban area
of Cincinnati, Ohio. The average fecal Coliform concentrations of runoff water, collected
throughout the year, from a wooded hillside, street gutters and a business district were
635cfu/100ml, 13,420cfu/100ml and 14,950cfu/100ml respectively(Khaleel et al., 1980). Fecal
Coliform concentration levels have been studied in Onondaga Lake and seven of its tributaries in
metropolitan Syracuse,New York(Canale et al., 1993). The dry weather fecal Coliform
concentrations of the tributaries, which were monitored daily throughout the summer of 1987,
ranged from 108cf i/100ml to 25,525cfu/100ml. Intensive sampling during two storm events was
conducted from the onset of the storms until the hydrographs returned to base flow conditions.
The mean wet weather fecal Coliform concentrations of the tributaries ranged from>8,720 to
240,046cfu/100ml. In the supporting documentation of P-Load, a component of the USEPA
BASINS model, the geometric mean of fecal Coliform concentrations in stormwater runoff from
residential land in the Atlanta area was cited as 8,700 cfu/I00ml. This fecal Coliform
18

Final Fecal Coliform TM1)T,for Fourth Creek October It, 2001
concentration value was based on the Atlanta Regional Storm Water Characterization Study
(ARSWCS) (BASINS, 2001).
Fecal Coliform loading values from septic system failure, leaking sanitary sewers and stormwater
runoff from low intensity development were calculated in the model using an instream fecal
Coliform concentration for the portion of the stream flow that originates from the low intensity
developed lands in subwatersheds WSO4 and WS05. The wet weather fecal Coliform loading
from low intensity developed land was calculated in the model by multiplying a fecal Coliform
concentration of 8700cfu/100ml by the portion of the stream flow that originates from low
intensity developed land. The dry weather fecal Coliform loading was calculated by multiplying
1500cfu/100ml by the portion of the stream flow that originates from low intensity developed
land. Loading from low intensity developed land was not included from subwatersheds WS01-
WS03 because the percentages of developed land in these subwatersheds are less than 1% of the
total subwatershed areas.
3.3.5 High Density Development/ Sanitary Sewer Overflows
Fecal Coliform bacteria from high intensity developed areas can originate from various sources
including runoff through storm sewers, illicit discharges of sanitary waste, overflowing sanitary
sewer systems, and leaking collection lines. Due to a lack of data on site specific fecal Coliform
loadings from these sources, they were grouped together into one source class. The wet weather,
high density urban development loading was represented in the model by multiplying the
instream fecal Coliform concentration of 8700 cfu/100ml to the portion of the stream flow that
originates from the high intensity developed lands in subwatersheds WSO4 and WS05. The dry
weather loading was calculated by multiplying the instream fecal Coliform concentration of
1500cfu/100ml by the portion of the stream flow that originates from high intensity developed
lands. This value falls within the range of the urban dry weather instream fecal Coliform
concentrations which have been measured in Mecklenburg County,North Carolina for the Fecal
Coliform Total Maximum Daily Load for Irwin, McAlpine, Little Sugar and Sugar Creek
Watersheds (Mecklenburg County, 2001)
19

Final Fecal Coliform TMDL for Fourth Creek October 11, 2001
3.3.6 Wildlife
To represent the wildlife fecal coliform loading in dry weather conditions, a concentration of 30
col/100ml was multiplied by the portion of the Fourth Creek stream flow that originates in
forested or shrubland areas. Under wet weather conditions, a concentration of 100 cfu/100ml
was used to calculate the wildlife loading. The State of South Carolina has estimated that the
geometric mean of fecal coliform concentrations in waterbodies that flow through forested areas
in South Carolina during all flow conditions is 30 col/100ml (SCDHEC, 1999). The Center for
Watershed Protection (1999)has cited a fecal coliform concentration range of 10-100 cfu/100ml
for forest runoff. The South Carolina estimate falls in this range.
3.4 Instream Decay Rate
Once fecal coliform bacteria reach a waterbody, environmental factors influence the extent of
their growth and decay. Physical factors that influence the bacteria populations include photo-
oxidation, adsorption, flocculation, coagulation, sedimentation and temperature (USEPA, 1985).
Chemical toxicity, pH, nutrient levels, algae and the presence of fecal matter may also influence
the fecal coliform populations. The water quality model utilizes a first order decay rate to
calculate instream decay of fecal coliform bacteria.
Ct=Coe kt
C= coliform concentration (cf i/100ml)
Co initial coliform concentration (cfu/100ml)
Ct= coliform concentration at time t(cfu/100ml)
k= decay rate constant(day-)
t= exposure time (days)
Bacterial die-off has been modeled as a first-order decay equation,using a k value between
0.7/day and 1.5/day (Center for Watershed Protection, 1999). In the Fourth Creek model, a k
value of 0.8/day was used for the existing condition and allocation runs.
3.5 Critical Conditions
Fecal coliform pollution in the Fourth Creek watershed originates from both point and non-point
sources. The critical conditions for waterbodies impaired by point sources typically occur during
periods of dry weather, while those impaired by non-point sources generally occur in periods of
20

Final Fecal Coliform TMDL for Fourth Creek October It, 2001
wet weather. The Fourth Creek fecal Coliform monitoring data indicate that elevated fecal
Coliform levels occur throughout the year, during both dry and wet weather conditions. The
model was run for a five year simulation period using estimated daily stream flows. The highest
30-day geometric mean of the predicted daily fecal Coliform concentrations occurred between
April 13, 1998 and May 13, 1998. Rain was recorded in Statesville on 22 days during that 30
day period.
3.6 Model Results
The predicted daily fecal Coliform concentrations over the five year simulation period at the
model evaluation location are shown in Figure 4. The model evaluation location is located at the
DWQ ambient monitoring station at SR2308. The modeling results indicate that non-point
source fecal Coliform loading has a significant impact on instream fecal Coliform concentrations
in the Fourth Creek watershed. The Fourth Creek WWTP is permitted to discharge a monthly
geometric mean fecal Coliform concentration of 200 cfu/100ml with a maximum permitted
discharge of 4 MGD. While the WWTP is permitted at the 200cf i/100ml level, the plant has
discharged on average monthly geometric mean of 23cfu/100ml from Of the total fecal Coliform
loading, the portion of the loading from the Fourth Creek WWTP was less than one percent.
The predicted 30-day rolling geometric mean fecal Coliform concentrations are shown in Figure
5. Throughout the five-year modeled period, the rolling 30-day geometric means of the
predicted values are greater than 200cfu/100ml throughout the entire modeled period. The 30-
day geometric means range in value from 359 cfu/100ml to 5009 cfu/100ml. Since the DWQ
ambient monitoring station and the discharger coalition station only collect fecal Coliform
samples on a monthly basis, an observed 30-day geometric mean, with a minimum of 5 samples
a month, can not be calculated for much of the 5 year modeled period. However, from the period
of January 8, 1998 to June 5, 1998, enough samples were collected at SR2308 by the Fourth
Creek WWTP to calculate rolling 30 day geometric means of the observed fecal Coliform
concentrations. The predicted versus the observed geometric means of the fecal Coliform
concentrations are shown in Figure 6.
21

'inal Fecal Coliform TMDT,for Fourth Creek
Figure 4. Modeling Results of the Simulated Daily Fecal Coliform Concentrations (cfu/100ml) at SR2308 compared
concentrations.
Predicted vs. Observed Fecal Coliform Concentrations (cfu/100ml) a
8000 , Predicted
E ■ Observed • • , RL
c 7000 ,� •
6000 ■ ' •
o 5000 ♦ • � • •t • gift 90-
� ; • +
4000 V
�♦ N N
v 3000 .s
� !• ■
,0 2000 ■ ■ ' •
0
t ■ �
v 1000 ; ■
■ ■ ■ � ■ ■ ■ ■
09/23/94 04/11/95 10/28/95 05/15/96 12/01/96 06/19/97 01/05/98 07/24/98 02/09/�
Date
Measured fecal coliform concentrations of 16,900 cfu/100m1 on January 15, 1998 and 11,000 cfu/100m1 on August 8, 1'
iecause of the scale formatting.)
22

'inal Fecal C"oliform TMDT,for Fourth Creek
Figure 5. Rolling 30-Day Geometric Mean of Predicted Fecal Coliform Concentrations at SR2308.
30-Day Rolling Geometric Mean of Predicted Daily Fecal Cc
Concentrations (cfu/100ml)
6000
Predicted
c 5000 Standard
0
° - 4000
o c
v .0 3000
(� L
U- 2000
t�
0 1000Tne
0
1/1/95 1/1/96 1/1/97 Date 1/1/98 1/1)
23

Final Fecal Coliform TM1)T,for Fourth Creek October 31, 2001
Rolling 30 Day Geometric Mean of Predicted and Observed Fecal
Coliform Concentrations (cfu/100m 1)
6000
♦Observed Geometric Mean
CD c 5000 ■ Predicted Geometric Mean
3
u
a 4000 ■ ■ ■
0
L
3000CD
■
U
a
U ♦ ■
E 2000 ■
o ■
1000 ♦ ■
LL
0
1/5/98 1/25/98 2/14/98 3/6/98 3/26/98 4/15/98 5/5/98 5/25/98 6/14/98
Date
Figure 6. Predicted and Observed 30 Day Rolling Geometric Mean of Fecal Coliform
Concentrations at the evaluation location(SR2308).
4.0 ALLOCATION
4.1 Total Maximum Daily Load
A total maximum daily load is the total amount of pollutant that can be assimilated by the
receiving water body while achieving water quality standards. A TMDL is comprised of the sum
of wasteload allocations (WLA) for point sources, load allocations (LA) for non-point sources
and a margin of safety(MOS). This definition is expressed by the equation:
TMDL= S WLAs+ S LAs +MOS
The objective of the TMDL is to estimate allowable pollutant loads and to allocate to the known
pollutant sources in the watershed so the appropriate control measures can be implemented and
the water quality standard can be achieved. The Code of Federal Regulations (40 CFR
§130.2(l)) states that TMDLs can be expressed in terms of mass per time, toxicity, or other
appropriate measures. In the Fourth Creek fecal Coliform TMDL, loads are calculated based on
24

Final Fecal Coliform TM1)T,for Fourth Creek October 31, 2001
stream flow and instream fecal Coliform concentrations that originate from a specific source/land
cover.
4.2 Seasonal Variation
The model was run over a five-year simulation period under varying daily flow conditions in
order to capture seasonal flow fluctuations. The contribution of fecal Coliform bacteria from the
various sources also varied throughout the year to reflect changes in fecal Coliform loading due
to monthly changes in agricultural management practices.
4.3 Margin of Safety
The margin of safety(MOS) may be incorporated into a TMDL either implicitly, through the use
of conservative assumptions to develop the allocations, or explicitly through a reduction in the
TMDL target. For the Fourth Creek watershed, an explicit margin of safety was incorporated in
the modeling analysis by setting the TMDL target at 175cfu/100ml, which is 25cfu/100m1 lower
than the water quality target of 200cfu/100m1.
Figure 7. Fecal Coliform Concentrations for the Simulated and the Reduction Scenarios.
30 Day Geometric Mean Fecal Coliform Concentrations for the Simulated and the Allocation
10000 Scenarios
E
0
0
3
w
1000 n V"rAv.
0
L
CD
d
V
a
0
0
100
w
o —Predictions
U
@ —Allocation
Standard
LL
Margin of Safety
10
1/1/95 7/1/95 1/1/96 7/1/96 1/1/97 7/1/97 1/1/98 7/1/98 1/1/99 7/1/99
Date
25

Final Fecal Coliform TM1)T,for Fourth Creek October 11, 2001
Source Source Sub- Subwatershed Simulation Allocation % Reduction
Category Category FC FC
Concentration Concentration
cfu/100m1 cfu/100m1
Point- WWTP WS03 23 200 0%
Source
(WLA)
Non-Point Wildlife WSO1-WS05 100 100 0%
Source (LA)
High Density WS04-WS05 8,700 250 97%
Development
(stormwater,
SSOs, sewer
exfiltration)
Low Density WS04-WS05
Development 8,700 250 97%
(septic systems)
Livestock
Grazing/Manure WS02 10,000 grazing 800
Application 5,000 manure (600 grazing/ 95%
(Pastureland) application 200 man. app.)
Livestock
Grazing/Manure WS03 15,000 grazing 450
Application 10,000 manure (200 grazing/ 98%
(Pastureland) application 250 man. app.)
Livestock WS04
Grazing/ 10,000 grazing 450 97%
Manure 5,000 manure (200 grazing/
Application application 250 man. app.)
(Pastureland)
Livestock W S05 300
Grazing/Manure 10,000 grazing (200 grazing/ 98%
Application 5,000 manure man. app. 100)
(Pastureland) application
Manure WS02 5,000 600 88%
Application
(Cultivated)
Manure WS03 10,000 400 96%
Application
(Cultivated)
Manure WS04-WS05 5,000 300 94%
Application
(Cultivated)
Table 9. Wet Weather In-Stream Fecal Coliform Load Reductions for Subwatersheds in the Fourth Creek
Watershed.
26

Final Fecal Coliform TM1)T,for Fourth Creek October 11, 2001
Source Source Sub- Subwatershed Simulation Allocation % Reduction
Category Category FC FC
Concentration Concentration
cfu/100m1 cfu/100m1
Point-Source WWTP WS03 23 200 0%
(WLA)
Non-Point Wildlife WSO1-WS05 30 30 0%
Source (LA)
High Density WS04-WS05 1500 600 60%
Development
(stormwater,
SSOs, sewer
exfiltration)
Low Density WS04-WS05 1500 600 60%
Development
(septic systems)
Livestock WS02 1000 600 40%
Grazing/ 500 grazing/ (300 grazing/
Manure 500 manure 300 man. app.)
Application application
(Pastureland)
Livestock WS03-WS04 1000 600 40%
Grazing/ 500 grazing/ (300 grazing/
Manure 500 manure 300 man. app.)
Application application
(Pastureland)
Livestock WS05 1000 500 50%
Grazing/ 500 grazing/ (400 grazing/
Manure 500 manure man. app. 100)
Application application
(Pastureland)
Manure W S02 500 300 40%
Application
(Cultivated)
Manure WS03-WS05 500 300 40%
Application
(Cultivated)
Table 10. Dry Weather In-Stream Fecal Coliform Load Reductions for Subwatersheds in the Fourth Creek
Watershed.
27

Final Fecal Coliform TMT)L for Fourth Creek October 11, 2001
The final allocation of fecal Coliform loads are shown in Table 9 (wet weather) and Table 10 (dry
weather). The 30-day running geometric mean of the predicted fecal Coliform concentrations at
SR2308 with the final fecal Coliform allocations are shown in Figure 7.
In order to reach the water quality target of 200 cfu/100ml, with a 25 cfu/100ml explicit margin
of safety, the non-point source fecal Coliform loading needs to be reduced by 40%-60% for the
various sources in dry weather conditions and 84%-98%reductions in wet weather conditions.
During the critical conditions, the total wasteload alloction (WLA) is 9.09 x 1011 cfu/100m1 per
30 days. The wasteload allocation was calculated by multiplying the permitted 30 day geometric
mean of 200cfu/100ml by the permitted flow of 4MGD. The total load allocation (LA) equals
4.59 x 1013 cfu per 30 days. The NPDES individually permitted Fourth Creek WWTP
discharges less than 1% of the modeled fecal Coliform loading into the Fourth Creek watershed
and has consistently met their monthly discharge limit(Appendix III). Therefore, the TMDL
allocation focuses the fecal Coliform loading reductions on the non-point sources.
5.0 SUMMARY AND FUTURE CONSIDERATIONS
The sources of fecal Coliform in the Fourth Creek watershed include urban sources in the
Statesville area, livestock grazing and manure application on agricultural lands, the Fourth Creek
WWTP, and wildlife in the forested areas of the watershed. The Coliform Routing and
Allocation Program was utilized to simulate instream fecal concentrations and to allocate the
fecal Coliform loads to the various sources. In order for the water quality target to be met, the
final allocation of the fecal Coliform loads requires a non-point source load reduction between
40%-60%under dry weather conditions and 84%-98%under wet weather conditions for the
various non-point sources of fecal Coliform. The model estimated that the Fourth Creek WWTP
contributes less than one percent of the total fecal Coliform loading in the watershed. Therefore,
the reduction allocation focuses on the fecal Coliform loading from non-point sources.
5.1 Monitoring
Fecal Coliform monitoring will continue on a monthly interval at the ambient monitoring site
(SR2308) and at the two discharger coalition monitoring sites (SR2308 and unnamed tributary at
SR2316). The continued monitoring of fecal Coliform concentrations will allow for the
28

Final Fecal Coliform TMDT,for Fourth Creek October 11, 2001
evaluation of progress towards the goal of reaching water quality standards by comparing the
instream data to the TMDL target. In addition to this data collection, further fecal Coliform
monitoring may be considered. Additional monitoring beyond the ambient and discharger
stations' monitoring could aid in a fecal Coliform source assessment in the watershed and further
aid in the evaluation of the progress towards meeting the water quality target and the water
quality standard. A bacteria source tracking study of the Fourth Creek watershed, to help
determine the portion of fecal Coliform loads derived from humans versus animals throughout
the watershed, may be considered as a part of the future monitoring of Fourth Creek.
To comply with EPA guidance,North Carolina may adopt new bacteria standards utilizing
Escherichia coli (E. coli) and enterococci in the near future. Thus, future monitoring efforts to
measure compliance with this TMDL should include using the E. coli and enterococci. Per EPA
recommendations (EPA, 2000b), if future monitoring for E. coli/enterococci indicates the
standard has not been exceeded, these monitoring data may be used to support delisting the water
body from the 303(d) list. If a continuing problem is identified using E. coli/enterococci, the
TMDL may be revised.
5.2 Implementation
Implementation plans are not included in this TMDL. The involvement of local governments
and agencies will be needed in order to develop implementation plans. The DWQ will begin
developing the implementation plan during public review of the TMDL.
6.0 PUBLIC PARTICIPATION
The City of Statesville, Rowan and Iredell Counties have been notified throughout the TMDL
process of the progress of the Fourth Creek Fecal Coliform TMDL. The counties, extension
service and soil and water conservation district have supplied septic data and agricultural
information to aid in the source assessment portion of the TMDL. The Fourth Creek TMDL was
public noticed(Appendix IV) in the Statesville Record&Landmark on April 13, 2001. A
public comment period was held after the TMDL has been publicly noticed through May 23,
2001. A public meeting was held in Statesville on April 30, 2001 as a part of the public
29

Final Fecal Coliform TM1)T,for Fourth Creek October 11, 2001
comment period. Written comments on the TMDL were received from the City of Statesville
(Appendix V).
30

Final Fecal Coliform TM1)T,for Fourth Creek October 11, 2001
8.0 REFERENCES
BASINS 3.0 Beta 2001. U.S. Environmental Protection Agency. P-Load Reference Guide
Canale, R.P., Auer, M.T., Owens, E.M., Heidtke, T.M., and S.W. Effler. 1993. Modeling Fecal
Coliform Bacteria-II. Model Development and Application. Wat. Res. 27(4):703-714.
City of Statesville. 2001. Personal communication with Andy Smith. March 30, 2001.
Center for Watershed Protection. 1999. Microbes and Urban Watersheds: Concentrations,
Sources and Pathways. Watershed Protection Techniques 3(1): 554:565.
Division of Environmental Health (DEH). NCDENR. 1999. North Carolina On-Site Wastewater
Non-Point Source (NPS) Pollution Program. www.deh.enr.state.nc.us/oww/non-
pointsource/NPS.htm June 24, 1999.
Division of Environmental Health (DEH). NCDENR. 2000. Report on the Proper Maintenance
of Septic Tank Systems in Accordance with Section 13.5 of HB 1160 (Clean Water Act of 1999).
March 15, 2000.
Doran, J.W., J.S. Schepers, and N.P. Swanson. 1981. Chemical and bacteriological quality of
pasture runoff. Journal of Soil and Water Conservation May-June: 166-171.
Farrell-Poe, K.L., Ranjha, A.Y. and S. Ramalingam. 1997. Bacterial Contributions by Rural
Municipalities in Agricultural Watersheds. Trans of the ASAE, 40(1) 97-101.
Iredell County Health Department. 2001. Personal communication with Kelly Sheeks. February
27, 2001.
Iredell County Extension Service. 2001. Personal communication with Kathy Bunton. March
2001.
Khaleel, R. Reddy, K.R. and M.R. Overcash. 1980. Transport of Potential Pollutants in Runoff
Water from Land Areas Receiving Animal Wastes: A Review. Water Research 14: 421-436.
Mecklenburg County Department of Environmental Protection. 2001. Public Review Draft
Fecal Coliform Total Maximum Daily Load for Irwin, McAlpine, Little Sugar and Sugar Creek
Watersheds.
North Carolina Department of Agriculture. 2001. Agricultural Statistics Division-County
Statistics. www.ncagr.com/stats/cntysumm/and http://govinfo.library.orst.edu/cgi-bin/ag-
state?North+Carolina.
South Carolina Department of Health and Environmental Control. Total maximum Daily Load
Development for Camp Creek CW-235 Fecal Coliform. August 17, 1999.
31

Final Fecal Coliform TMT)L for Fourth Creek October 11, 2001
Stevenson, J. 2001. Iredell Soil & Water Conservation District. Personal communication with
John Stevenson. August 2001.
The City of Statesville Water Resource Department. 2000. 1999 Wastewater System
Performance Report. March 1, 2000.
U.S. Environmental Protection Agency(USEPA). 1991. Guidance for Water Quality-Based
Decisions: The TMDL Process. Assessment and Watershed Protection Division, Washington,
DC.
U.S. Environmental Protection Agency, Federal Advisory Committee (FACA). Draft final
TMDL Federal Advisory Committee Report. 4/28/98.
U.S. Environmental Protection Agency(USEPA) 2000a. Revisions to the Water Quality
Planning and Management Regulation and Revisions to the National Pollutant Discharge
Elimination System Program in Support of Revisions to the Water Quality Planning and
management Regulation; Final Rule. Fed. Reg. 65:43586-43670 (July 13, 2000).
U.S.Environmental Protection Agency(USEPA) 2000b. Implementation Guidance for Ambient
Water Quality Criteria for Bacteria— 1986. DRAFT. Office of Water. EPA-823-D-00-00 1.
U.S. Environmental Protection Agency(USEPA) 1985. Rates, constants, and kinetics
formulations in surface water quality modeling (II ed.). Athens, GA: EPA-600-3-85-040.
32

Final Fecal Coliform TM1)T,for Fourth Creek October 11, 2001
Appendix I. Ambient Monitoring Station Q3735000 Fecal Coliform Concentration Monitoring
Data
Date Instream Fecal Date Instream Fecal
Coliform Coliform
Concentration Concentration
(cfu/100ml) (cfu/100ml)
6/20/1995 3800 5/28/1998 2900
7/25/1995 4000 6/11/1998 3800
8/29/1995 5800 7/20/1998 200
9/19/1995 1300 8/31/1998 310
10/16/1995 4100 9/10/1998 710
11/28/1995 180 10/6/1998 390
12/19/1995 6400 11/17/1998 100
1/29/1996 500 12/10/1998 150
2/26/1996 280 1/13/1999 290
3/20/1996 2100 2/17/1999 91
4/29/1996 550 3/16/1999 370
5/28/1996 5900 4/26/1999 570
6/20/1996 5400 5/18/1999 280
7/17/1996 820 6/14/1999 340
8/5/1996 1200 7/12/1999 5600
9/25/1996 380 8/9/1999 11000L*
10/21/1996 200 9/9/1999 840L
11/13/1996 480 10/12/1999 600L
12/9/1996 350 11/8/1999 150J*
1/29/1997 290 12/15/1999 660L
2/24/1997 4100 1/4/2000 2000
3/20/1997 2800 2/14/2000 6900L
4/22/1997 890 3/14/2000 360
5/12/1997 260 4/19/2000 890
7/15/1997 490 5/16/2000 370
8/12/1997 700 6/15/2000 1100
9/10/1997 6000L 7/17/2000 1600
10/20/1997 520A* 8/9/2000 550
11/5/1997 280 9/7/2000 530
12/19/1997 420 10/16/2000 170
1/15/1998 5100 11/16/2000 27
2/23/1998 4500 12/6/2000 54
3/30/1998 81 1/8/2001 340
4/21/1998 770
*L=Actual value is known to be greater than value given.
J=Estimated value.
A=Value reported is the mean of two or more determination.
33

Appendix I. Yadkin Pee-Dee River Basin Association Discharge Coalition Monitoring Fecal
Coliform Concentration Monitoring Data
Date Instream Fecal Coliform Concentration
cf l/100m1
7/14/98 1500
8/3/98 370
9/2/98 345
10/15/98 100
11/11/98 2600
12/11/98 710
1/8/99 1100
2/5/99 560
3/10/99 140
4/6/99 320
5/11/99 530
6/2/99 480
7/6/99 450
9/7/99 4500
10/13/99 1200
11/8/99 220
12/10/99 420
1/12/00 1000
2/03/00 10
3/23/00 240
4/21/00 590
5/9/00 320
6/13/00 1 600
Yadkin Pee-Dee River Basin Association Discharge Coalition Monitoring Station Q3735000
Fourth Creek(SR2308) Fecal Coliform Concentration Monitoring Data
34

Final Fecal Coliform TM1)T,for Fourth Creek Octobcr i l 2001
Appendix I. Yadkin Pee-Dee River Basin Association Discharge Coalition Monitoring Fecal
Coliform Concentration Monitoring Data
Date Instream Fecal Coliform Concentration
cf l/100m1
07/14/98 1000
08/03/98 690
09/02/98 302
10/15/98 872
11/11/98 3000
12/11/98 660
01/08/99 1300
02/05/99 300
03/10/99 120
04/06/99 390
05/11/99 650
06/02/99 3400
07/06/99 1900
09/07/99 940
10/13/99 670
11/08/99 210
12/10/99 2000
1/12/00 1800
2/03/00 61
3/23/00 350
4/21/00 770
5/9/00 2700
6/13/00 1 370
35

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
Appendix 1;• Yadkin Pee-Dee River Basin Association Discharge Coalition Monitoring Station
Q3720000 (Headwaters of Untitled Tributary to Fourth Creek) Fecal Coliform Concentration
Monitoring Data
Date Fourth Creek Instream Fourth Creek Instream
Fecal Coliform Fecal Coliform
Concentration at SR2316 Concentration at SR2308
1/8/1998 1 39000 1 4500
1/15/1998 6400 16900
1/22/1998 288 363
1/29/1998 1500 2100
2/5/1998 1000 1138
2/12/1998 1950 2350
2/19/1998 300 400
2/26/1998 288 857
3/5/1998 340 330
3/12/1998 550 350
3/19/1998 4500 4500
3/26/1998 350 433
4/2/1998 357 400
4/9/1998 5380 7130
4/16/1998 513 1019
4/23/1998 1206 640
4/30/1998 729 662
5/7/1998 3404 2648
5/14/1998 900 475
5/21/1998 560 420
5/28/1998 1900 1887
6/3/1998 1600 675
6/4/1998 1450 650
6/5/1998 1 1750 1550
36

Final Fecal Coliform TMDL for Fourth Creek October i 1 2001
Appendix II. Statesville Wastewater Treatment Plant Monthly Effluent Data
Month/Year Monthly Average Flow Geometric Mean of Daily Fecal Coliform
(MGD) Effluent Concentrations for the Month
cfu/1 OOmI
1/1998 3.7 62
2/1998 3.3 50
3/1998 3.1 16
4/1998 3.0 41
5/1998 2.7 36
6/1998 2.7 28
7/1998 2.6 48
8/1998 2.6 48
9/1998 2.6 46
10/1998 2.1 20
11/1998 2.5 27
12/1998 2.9 12
1/1999 3.2 4
2/1999 3.2 8
3/1999 3.1 8
4/1999 3.2 21
5/1999 3.0 13
6/1999 2.9 13
7/1999 3.0 10
8/1999 2.9 10
9/1999 2.8 18
10/1999 2.8 29
11/1999 2.8 53
12/1999
1/2000 2.9 27
2/2000 3.0 6
3/2000 3.1 4
4/2000 3.1 20
5/2000 2.7 10
6/2000 2.5 75
7/2000 2.5 12
8/2000
9/2000
10/2000 2.5 6
11/2000 2.5 6
12/2000 2.5 7
1/2001 2.4 9
37

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
Appendix III. Adjusted Flow Data for Second Creek and Fourth Creek.
Second Creek Flow Fourth Creek
after removal of without addition of
Date Permitted Flows(cfs) Permitted Flows(cfs)
01_01_1995 53 37.55
01_02_1995 49 34.74
01_03_1995 48 34.03
01_04_1995 48 34.03
01_05_1995 49 34.74
01061995 57 40.36
01_07_1995 460 323.67
01_08_1995 103 72.70
01091995 78 55.12
01101995 70 49.50
01_11_1995 64 45.28
01121995 61 43.17
01_13_1995 58 41.06
01_14_1995 105 74.10
01_15_1995 873 614.01
01_16_1995 220 154.95
01_17_1995 104 73.40
01181995 85 60.04
01191995 78 55.12
01_20_1995 115 81.13
01_21_1995 82 57.94
01221995 74 52.31
01231995 69 48.80
01241995 66 46.69
01_25_1995 63 44.58
01261995 62 43.88
01_27_1995 60 42.47
01281995 70 49.50
01291995 72 50.91
01301995 67 47.39
01_31_1995 65 45.98
02_01_1995 63 44.49
02_02_1995 64 45.19
02_03_1995 64 45.19
02_04_1995 66 46.60
02_05_1995 65 45.90
02_06_1995 63 44.49
02_07_1995 69 48.71
02_08_1995 70 49.41
02_09_1995 73 51.52
02_10_1995 72 50.82
02_11_1995 74 52.22
02_12_1995 71 50.12
02_13_1995 69 48.71
02_14_1995 70 49.41
02_15_1995 83 58.55
02_16_1995 1188 835.37
02_17_1995 2938 2065.62
38

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
02_18_1995 806 566.82
02_19_1995 287 201.96
02_20_1995 164 115.49
02_21_1995 123 86.67
02_22_1995 105 74.02
02_23_1995 98 69.10
02_24_1995 93 65.58
02_25_1995 88 62.07
02_26_1995 85 59.96
02_27_1995 85 59.96
02_28_1995 228 160.49
03_01_1995 357 250.68
03_02_1995 157 110.08
03_03_1995 112 78.45
03_04_1995 106 74.23
03_05_1995 97 67.90
03_06_1995 103 72.12
03_07_1995 98 68.60
03_08_1995 482 338.56
03_09_1995 285 200.07
03_10_1995 122 85.48
03_11_1995 104 72.82
03_12_1995 96 67.20
03_13_1995 91 63.68
03_14_1995 88 61.57
03_15_1995 86 60.17
03_16_1995 84 58.76
03_17_1995 82 57.36
03_18_1995 81 56.65
03_19_1995 80 55.95
03_20_1995 79 55.25
03_21_1995 83 58.06
03_22_1995 79 55.25
03_23_1995 76 53.14
03_24_1995 74 51.73
03_25_1995 72 50.33
03_26_1995 70 48.92
03_27_1995 72 50.33
03_28_1995 70 48.92
03_29_1995 68 47.51
03_30_1995 70 48.92
03_31_1995 68 47.51
04_01_1995 66 46.21
04_02_1995 63 44.10
04_03_1995 68 47.62
04_04_1995 64 44.80
04_05_1995 62 43.40
04_06_1995 60 41.99
04_07_1995 64 44.80
04_08_1995 62 43.40
04_09_1995 60 41.99
04_10_1995 58 40.59
04_11_1995 58 40.59
39

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
04_12_1995 58 40.59
04_13_1995 60 41.99
04_14_1995 67 46.91
04_15_1995 66 46.21
04_16_1995 65 45.51
04_17_1995 65 45.51
04_18_1995 64 44.80
04_19_1995 63 44.10
04_20_1995 62 43.40
04_21_1995 61 42.70
04_22_1995 61 42.70
04_23_1995 61 42.70
04_24_1995 67 46.91
04_25_1995 62 43.40
04_26_1995 60 41.99
04_27_1995 60 41.99
04_28_1995 59 41.29
04_29_1995 59 41.29
04_30_1995 58 40.59
05_01_1995 58 40.58
05_02_1995 80 56.05
05_03_1995 62 43.40
05_04_1995 60 41.99
05_05_1995 59 41.29
05_06_1995 57 39.88
05_07_1995 56 39.18
05_08_1995 56 39.18
05_09_1995 56 39.18
05_10_1995 72 50.43
05_11_1995 61 42.69
05_12_1995 63 44.10
05_13_1995 62 43.40
05_14_1995 95 66.59
05_15_1995 64 44.80
05_16_1995 59 41.29
05_17_1995 57 39.88
05_18_1995 56 39.18
05_19_1995 66 46.21
05_20_1995 58 40.58
05_21_1995 54 37.77
05_22_1995 53 37.07
05_23_1995 52 36.37
05_24_1995 51 35.66
05_25_1995 50 34.96
05_26_1995 50 34.96
05_27_1995 49 34.26
05_28_1995 54 37.77
05_29_1995 52 36.37
05_30_1995 50 34.96
05_31_1995 49 34.26
06_01_1995 64 44.98
06_02_1995 417 293.14
06_03_1995 333 234.09
40

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
06_04_1995 87 61.15
06_05_1995 73 51.31
06_06_1995 357 250.96
06_07_1995 175 123.02
06_08_1995 94 66.07
06_09_1995 85 59.75
06_10_1995 83 58.34
06_11_1995 82 57.64
06_12_1995 86 60.45
06_13_1995 77 54.12
06_14_1995 72 50.61
06_15_1995 70 49.20
06_16_1995 81 56.94
06_17_1995 80 56.23
06_18_1995 75 52.72
06_19_1995 76 53.42
06_20_1995 75 52.72
06_21_1995 71 49.91
06_22_1995 123 86.46
06_23_1995 296 208.08
06_24_1995 60 42.17
06_25_1995 74 52.01
06_26_1995 56 39.36
06_27_1995 52 36.55
06_28_1995 113 79.43
06_29_1995 276 194.02
06_30_1995 81 56.94
07_01_1995 61 42.63
07_02_1995 57 39.82
07_03_1995 56 39.12
07_04_1995 53 37.01
07_05_1995 51 35.60
07_06_1995 53 37.01
07_07_1995 674 473.57
07_08_1995 97 67.94
07_09_1995 75 52.47
07_10_1995 68 47.55
07_11_1995 63 44.04
07_12_1995 58 40.52
07_13_1995 53 37.01
07_14_1995 48 33.49
07_15_1995 48 33.49
07_16_1995 48 33.49
07_17_1995 58 40.52
07_18_1995 53 37.01
07_19_1995 48 33.49
07_20_1995 43 29.98
07_21_1995 68 47.55
07_22_1995 128 89.73
07_23_1995 78 54.58
07_24_1995 53 37.01
07_25_1995 48 33.49
07_26_1995 250 175.50
41

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
07_27_1995 96 67.24
07_28_1995 83 58.10
07_29_1995 78 54.58
07_30_1995 73 51.07
07_31_1995 63 44.04
08_01_1995 63 44.03
08_02_1995 63 44.03
08_03_1995 58 40.51
08_04_1995 53 37.00
08_05_1995 53 37.00
08_06_1995 48 33.48
08_07_1995 48 33.48
08_08_1995 48 33.48
08_09_1995 43 29.97
08_10_1995 43 29.97
08_11_1995 43 29.97
08_12_1995 38 26.45
08_13_1995 38 26.45
08_14_1995 38 26.45
08_15_1995 38 26.45
08_16_1995 38 26.45
08_17_1995 33 22.94
08_18_1995 33 22.94
08_19_1995 89 62.30
08_20_1995 38 26.45
08_21_1995 38 26.45
08_22_1995 38 26.45
08_23_1995 33 22.94
08_24_1995 33 22.94
08_25_1995 38 26.45
08_26_1995 51 35.59
08_27_1995 2258 1587.11
08_28_1995 5278 3710.17
08_29_1995 390 273.91
08_30_1995 146 102.37
08_31_1995 113 79.18
09_01_1995 98 68.57
09_02_1995 93 65.05
09_03_1995 88 61.54
09_04_1995 83 58.02
09_05_1995 78 54.51
09_06_1995 73 50.99
09_07_1995 73 50.99
09_08_1995 68 47.48
09_09_1995 68 47.48
09_10_1995 63 43.96
09_11_1995 277 194.41
09_12_1995 78 54.51
09_13_1995 66 46.07
09_14_1995 63 43.96
09_15_1995 59 41.15
09_16_1995 1108 778.60
09_17_1995 1348 947.32
42

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
09_18_1995 181 126.92
09_19_1995 105 73.49
09_20_1995 88 61.54
09_21_1995 82 57.32
09_22_1995 100 69.97
09_23_1995 132 92.47
09_24_1995 91 63.65
09_25_1995 83 58.02
09_26_1995 79 55.21
09_27_1995 77 53.81
09_28_1995 75 52.40
09_29_1995 74 51.70
09_30_1995 72 50.29
10_01_1995 80 55.93
10_02_1995 79 55.23
10_03_1995 79 55.23
10_04_1995 636 446.80
10_05_1995 770 541.00
10_06_1995 194 136.08
10_07_1995 114 79.84
10_08_1995 101 70.70
10_09_1995 93 65.07
10_10_1995 88 61.56
10_11_1995 87 60.85
10_12_1995 85 59.45
10_13_1995 83 58.04
10_14_1995 193 135.37
10_15_1995 201 141.00
10_16_1995 97 67.88
10_17_1995 88 61.56
10_18_1995 84 58.75
10_19_1995 82 57.34
10_20_1995 81 56.64
10_21_1995 200 140.29
10_22_1995 97 67.88
10_23_1995 89 62.26
10_24_1995 85 59.45
10_25_1995 82 57.34
10_26_1995 80 55.93
10_27_1995 280 196.53
10_28_1995 1248 877.04
10_29_1995 180 126.23
10_30_1995 149 104.44
10_31_1995 146 102.33
11_01_1995 145 101.62
11_02_1995 159 111.46
11_03_1995 144 100.92
11_04_1995 147 103.03
11_05_1995 142 99.51
11_06_1995 142 99.51
11_07_1995 1178 827.82
11_08_1995 2268 1594.09
11_09_1995 269 188.79
43

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
11_10_1995 199 139.58
11_11_1995 510 358.22
11_12_1995 638 448.20
11_13_1995 161 112.87
11_14_1995 136 95.29
11_15_1995 121 84.75
11_16_1995 113 79.12
11_17_1995 106 74.20
11_18_1995 100 69.99
11191995 97 67.88
11201995 95 66.47
11_21_1995 95 66.47
11_22_1995 89 62.25
11_23_1995 86 60.14
11_24_1995 95 66.47
11251995 98 68.58
11261995 89 62.25
11271995 86 60.14
11281995 85 59.44
11_29_1995 101 70.69
11301995 91 63.66
12_01_1995 87 60.93
12_02_1995 85 59.52
12_03_1995 84 58.82
12_04_1995 83 58.11
12_05_1995 82 57.41
12_06_1995 82 57.41
12_07_1995 88 61.63
12_08_1995 86 60.22
12_09_1995 172 120.68
12_10_1995 98 68.66
12_11_1995 90 63.03
12_12_1995 88 61.63
12_13_1995 87 60.93
12_14_1995 86 60.22
12_15_1995 85 59.52
12_16_1995 84 58.82
12_17_1995 84 58.82
12_18_1995 96 67.25
12_19_1995 106 74.28
12_20_1995 90 63.03
12_21_1995 86 60.22
12_22_1995 84 58.82
12_23_1995 83 58.11
12_24_1995 83 58.11
12_25_1995 83 58.11
12_26_1995 82 57.41
12_27_1995 83 58.11
12_28_1995 82 57.41
12_29_1995 83 58.11
12_30_1995 83 58.11
12_31_1995 84 58.82
01_01_1996 85 59.49
44

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
01021996 86 60.19
01031996 89 62.31
01041996 82 57.42
01051996 80 56.03
01061996 82 57.47
01071996 83 58.06
01081996 85 59.42
01091996 83 58.70
01101996 80 56.56
01_11_1996 79 55.88
01121996 83 58.04
01131996 81 56.63
01141996 85 59.49
01_15_1996 102 71.41
01_16_1996 131 91.79
01_17_1996 146 102.36
01_18_1996 231 162.10
01_19_1996 1058 743.45
01_20_1996 264 185.27
01_21_1996 160 112.24
01_22_1996 153 107.41
01_23_1996 150 105.34
01_24_1996 189 132.76
01_25_1996 156 109.52
01_26_1996 152 106.60
01_27_1996 1637 1151.05
01_28_1996 513 360.84
01_29_1996 212 149.32
01_30_1996 188 131.82
01_31_1996 173 121.38
02_01_1996 208 146.10
02_02_1996 799 561.49
02_03_1996 1247 876.86
02_04_1996 288 202.54
02_05_1996 217 152.57
02_06_1996 197 138.60
02_07_1996 187 131.66
02_08_1996 177 124.68
02_09_1996 173 121.37
02_10_1996 168 117.95
02_11_1996 163 114.48
02_12_1996 158 111.14
02_13_1996 158 111.04
02_14_1996 153 107.53
02_15_1996 153 107.55
02_16_1996 148 103.94
02_17_1996 148 103.92
02_18_1996 143 100.40
02_19_1996 143 100.36
02_20_1996 173 121.35
02_21_1996 137 96.01
02_22_1996 131 91.78
02_23_1996 129 90.37
45

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
02_24_1996 128 89.70
02_25_1996 124 86.91
02_26_1996 124 86.94
02_27_1996 123 86.25
02_28_1996 124 87.02
02_29_1996 120 84.28
03_01_1996 119 83.55
03_02_1996 119 83.50
03_03_1996 118 82.78
03_04_1996 116 81.34
03_05_1996 117 82.03
03_06_1996 142 99.53
03_07_1996 319 224.57
03_08_1996 257 180.33
03_09_1996 121 84.82
03_10_1996 108 75.66
03_11_1996 103 72.25
03_12_1996 100 70.25
03_13_1996 97 68.08
03_14_1996 95 66.53
03_15_1996 94 66.29
03_16_1996 110 77.48
03_17_1996 202 142.18
03_18_1996 119 83.96
03_19_1996 523 367.37
03_20_1996 230 161.57
03_21_1996 133 93.35
03_22_1996 116 81.35
03_23_1996 107 74.98
03_24_1996 103 72.13
03_25_1996 102 71.43
03_26_1996 101 70.69
03_27_1996 97 67.94
03_28_1996 231 162.09
03_29_1996 165 116.28
03_30_1996 123 86.43
03_31_1996 ill 78.32
04_01_1996 220 154.55
04_02_1996 164 115.13
04_03_1996 120 84.18
04_04_1996 113 79.23
04_05_1996 107 75.00
04_06_1996 104 72.81
04_07_1996 101 71.31
04_08_1996 100 69.95
04_09_1996 112 78.49
04_10_1996 102 71.44
04_11_1996 100 70.14
04_12_1996 100 70.25
04_13_1996 99 69.49
04_14_1996 100 70.04
04_15_1996 101 71.21
04_16_1996 106 74.67
46

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
04_17_1996 98 69.07
04_18_1996 97 68.49
04_19_1996 98 68.59
04_20_1996 100 70.18
04_21_1996 104 72.96
04_22_1996 99 69.40
04_23_1996 97 67.95
04_24_1996 96 67.21
04_25_1996 94 65.80
04_26_1996 105 73.50
04_27_1996 102 71.46
04_28_1996 96 67.18
04_29_1996 97 68.48
04_30_1996 222 156.02
05_01_1996 114 80.47
05_02_1996 89 62.89
05_03_1996 83 58.03
05_04_1996 80 55.98
05_05_1996 78 54.71
05_06_1996 76 53.39
05_07_1996 75 52.81
05_08_1996 76 53.42
05_09_1996 74 51.89
05_10_1996 72 50.48
05_11_1996 72 50.61
05_12_1996 73 51.22
05_13_1996 69 48.71
05_14_1996 70 49.24
05_15_1996 71 49.84
05_16_1996 71 49.86
05_17_1996 69 48.60
05_18_1996 67 47.33
05_19_1996 66 46.62
05_20_1996 64 45.22
05_21_1996 63 44.52
05_22_1996 62 43.93
05_23_1996 62 43.29
05_24_1996 68 47.50
05_25_1996 67 47.39
05_26_1996 63 44.57
05_27_1996 65 46.01
05_28_1996 76 53.77
05_29_1996 68 48.05
05_30_1996 73 51.42
05_31_1996 63 44.56
06_01_1996 62 43.90
06_02_1996 61 43.23
06_03_1996 62 43.38
06_04_1996 64 44.66
06_05_1996 63 44.00
06_06_1996 61 42.78
06_07_1996 60 42.03
06_08_1996 68 47.54
47

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
06_09_1996 141 98.82
06_10_1996 544 382.71
06_11_1996 99 69.67
06_12_1996 76 53.49
06_13_1996 72 50.76
06_14_1996 67 47.35
06_15_1996 65 45.37
06_16_1996 64 44.71
06_17_1996 63 44.02
06_18_1996 61 42.64
06_19_1996 88 61.66
06_20_1996 168 117.80
06_21_1996 69 48.86
06_22_1996 64 45.32
06_23_1996 62 43.94
06_24_1996 61 43.21
06_25_1996 60 42.51
06_26_1996 60 41.86
06_27_1996 59 41.35
06_28_1996 58 40.85
06_29_1996 58 40.83
06_30_1996 58 40.83
07_01_1996 58 40.69
07_02_1996 58 40.55
07_03_1996 58 40.56
07_04_1996 57 39.92
07_05_1996 56 39.16
07_06_1996 57 39.82
07_07_1996 57 39.87
07_08_1996 56 39.20
07_09_1996 55 38.50
07_10_1996 54 37.87
07_11_1996 53 37.06
07_12_1996 55 38.35
07_13_1996 55 38.35
07_14_1996 54 37.73
07_15_1996 54 37.78
07_16_1996 56 39.15
07_17_1996 53 37.03
07_18_1996 52 36.32
07_19_1996 61 42.68
07_20_1996 52 36.26
07_21_1996 51 35.58
07_22_1996 51 35.58
07_23_1996 51 35.57
07_24_1996 52 36.22
07_25_1996 51 35.51
07_26_1996 72 50.64
07_27_1996 54 38.21
07_28_1996 56 39.69
07_29_1996 59 41.83
07_30_1996 54 38.31
07_31_1996 54 38.27
48

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
08_01_1996 59 41.73
08_02_1996 98 69.07
08_03_1996 61 42.93
08_04_1996 114 80.20
08_05_1996 62 43.69
08_06_1996 59 41.76
08_07_1996 58 40.42
08_08_1996 64 44.69
08_09_1996 60 41.93
08_10_1996 62 43.51
08_11_1996 58 40.68
08_12_1996 90 63.17
08_13_1996 87 60.93
08_14_1996 65 46.04
08_15_1996 62 43.26
08_16_1996 60 41.84
08_17_1996 59 41.18
08_18_1996 60 41.91
08_19_1996 58 40.49
08_20_1996 56 39.69
08_21_1996 56 39.63
08_22_1996 56 39.66
08_23_1996 55 39.00
08_24_1996 59 41.17
08_25_1996 64 44.73
08_26_1996 64 44.73
08_27_1996 62 43.29
08_28_1996 62 43.29
08_29_1996 78 54.58
08_30_1996 61 42.63
08_31_1996 60 41.92
09_01_1996 58 40.53
09_02_1996 58 40.53
09_03_1996 90 63.55
09_04_1996 605 425.46
09_05_1996 139 97.73
09_06_1996 286 201.17
09_07_1996 89 62.64
09_08_1996 68 47.49
09_09_1996 62 43.63
09_10_1996 59 41.80
09_11_1996 61 43.18
09_12_1996 60 42.45
09_13_1996 57 40.36
09_14_1996 56 39.69
09_15_1996 56 39.04
09_16_1996 56 39.04
09_17_1996 57 40.42
09_18_1996 55 38.32
09_19_1996 54 37.65
09_20_1996 53 36.99
09_21_1996 53 37.03
09_22_1996 53 37.02
49

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
09_23_1996 52 36.37
09_24_1996 51 35.66
09_25_1996 51 35.68
09_26_1996 61 42.67
09_27_1996 57 39.75
09_28_1996 55 38.37
09_29_1996 58 41.06
09_30_1996 53 37.59
10_01_1996 210 147.88
10_02_1996 93 65.55
10_03_1996 79 55.67
10_04_1996 74 52.19
10_05_1996 67 47.29
10_06_1996 62 43.82
10_07_1996 58 40.43
10_08_1996 117 82.59
10_09_1996 84 59.34
10_10_1996 68 48.09
10_11_1996 64 44.99
10_12_1996 54 37.62
10_13_1996 53 36.93
10_14_1996 52 36.25
10_15_1996 53 36.96
10_16_1996 50 34.88
10_17_1996 55 38.60
10_18_1996 58 40.52
10_19_1996 68 47.62
10_20_1996 60 41.98
10_21_1996 59 41.32
10_22_1996 59 41.32
10_23_1996 59 41.34
10_24_1996 59 41.22
10_25_1996 59 41.79
10_26_1996 61 43.23
10_27_1996 61 43.14
10_28_1996 59 41.80
10_29_1996 56 39.68
10_30_1996 58 41.10
10_31_1996 58 40.42
11_01_1996 59 41.14
11021996 93 65.71
11_03_1996 73 51.63
11041996 66 46.73
11051996 65 45.97
11061996 66 46.64
11071996 68 48.08
11_08_1996 130 91.63
11_09_1996 118 83.20
11101996 80 56.51
11_11_1996 75 53.02
11_12_1996 68 48.13
11_13_1996 69 48.85
11_14_1996 63 44.59
50

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
11_15_1996 60 41.86
11_16_1996 60 41.88
11171996 61 42.57
11_18_1996 63 44.01
11_19_1996 73 51.61
11_20_1996 64 45.29
11_21_1996 65 45.35
11_22_1996 79 55.84
11231996 66 46.75
11_24_1996 63 44.64
11251996 65 46.03
11_26_1996 78 54.53
11_27_1996 69 48.20
11_28_1996 64 44.67
11_29_1996 64 44.72
11301996 69 48.28
12_01_1996 547 384.31
12_02_1996 301 211.83
12_03_1996 129 90.91
12_04_1996 106 74.79
12_05_1996 127 89.59
12_06_1996 244 171.49
12_07_1996 186 131.03
12_08_1996 195 137.35
12_09_1996 122 86.03
12_10_1996 106 74.18
12_11_1996 104 72.77
12_12_1996 105 73.47
12_13_1996 436 306.16
12_14_1996 154 107.93
12_15_1996 132 92.47
12_16_1996 118 82.68
12_17_1996 113 79.14
12_18_1996 108 75.66
12_19_1996 128 89.71
12_20_1996 113 79.18
12_21_1996 103 72.09
12_22_1996 98 68.58
12_23_1996 92 65.02
12_24_1996 89 62.90
12_25_1996 88 61.52
12_26_1996 96 67.18
12_27_1996 82 57.32
12_28_1996 80 55.93
12_29_1996 78 54.52
12_30_1996 76 53.12
12_31_1996 74 51.70
01_01_1997 74 51.76
01_02_1997 74 51.73
01031997 72 50.35
01041997 72 50.33
01051997 98 68.56
01061997 93 65.03
51

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
01_07_1997 88 61.56
01081997 83 58.13
01_09_1997 547 384.74
01_10_1997 262 184.36
01_11_1997 147 103.53
01_12_1997 127 89.47
01_13_1997 112 79.04
01_14_1997 107 75.41
01_15_1997 122 86.03
01_16_1997 297 209.06
01_17_1997 147 103.65
01_18_1997 127 89.49
01_19_1997 117 82.53
01_20_1997 112 79.04
01_21_1997 113 79.10
01_22_1997 107 75.56
01_23_1997 118 82.62
01_24_1997 152 106.55
01_25_1997 216 151.55
01_26_1997 177 124.13
01_27_1997 166 116.41
01_28_1997 226 158.58
01_29_1997 197 138.19
01_30_1997 176 123.44
01_31_1997 169 118.53
02_01_1997 164 115.00
02_02_1997 157 110.11
02_03_1997 148 103.79
02_04_1997 160 112.27
02_05_1997 137 96.60
02_06_1997 132 93.08
02_07_1997 127 89.57
02_08_1997 217 152.88
02_09_1997 177 124.70
02_10_1997 167 117.73
02_11_1997 147 103.68
02_12_1997 128 89.67
02_13_1997 118 82.71
02_14_1997 107 75.55
02_15_1997 697 490.04
02_16_1997 197 138.52
02_17_1997 147 103.28
02_18_1997 117 82.22
02_19_1997 107 75.26
02_20_1997 102 71.84
02_21_1997 97 68.40
02_22_1997 92 64.87
02_23_1997 87 61.41
02_24_1997 82 57.95
02_25_1997 78 54.50
02_26_1997 76 53.11
02_27_1997 75 53.07
02_28_1997 853 599.78
52

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
03_01_1997 954 670.57
03_02_1997 281 197.39
03_03_1997 190 133.39
03_04_1997 150 105.36
03_05_1997 117 82.22
03_06_1997 120 84.42
03_07_1997 98 69.09
03_08_1997 90 63.58
03_09_1997 84 58.70
03_10_1997 81 56.66
03_11_1997 77 53.87
03_12_1997 70 49.01
03_13_1997 68 47.67
03_14_1997 118 82.66
03_15_1997 101 70.75
03_16_1997 79 55.27
03_17_1997 75 52.45
03_18_1997 73 51.00
03_19_1997 839 590.00
03_20_1997 486 341.72
03_21_1997 180 126.54
03_22_1997 133 93.59
03_23_1997 106 74.72
03_24_1997 93 65.68
03_25_1997 89 62.85
03_26_1997 117 82.44
03_27_1997 92 64.87
03_28_1997 90 63.50
03_29_1997 117 82.43
03_30_1997 90 63.51
03_31_1997 79 55.84
04_01_1997 74 51.75
04_02_1997 71 50.21
04_03_1997 102 71.52
04_04_1997 100 70.01
04_05_1997 95 66.52
04_06_1997 151 105.91
04_07_1997 179 126.15
04_08_1997 112 79.06
04_09_1997 107 74.90
04_10_1997 102 71.44
04_11_1997 102 71.44
04_12_1997 174 122.66
04_13_1997 155 109.21
04_14_1997 116 81.82
04_15_1997 107 75.52
04_16_1997 103 72.73
04_17_1997 101 71.34
04_18_1997 99 69.30
04_19_1997 98 68.62
04_20_1997 94 65.78
04_21_1997 88 61.57
04_22_1997 107 74.90
53

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
04_23_1997 1027 722.10
04_24_1997 334 234.79
04_25_1997 172 120.92
04_26_1997 137 96.39
04_27_1997 161 113.35
04_28_1997 724 509.04
04_29_1997 2217 1558.32
04_30_1997 979 688.12
05_01_1997 327 229.66
05_02_1997 240 168.85
05_03_1997 536 377.08
05_04_1997 594 417.85
05_05_1997 236 166.22
05_06_1997 185 130.33
05_07_1997 157 110.05
05_08_1997 140 98.18
05_09_1997 133 93.83
05_10_1997 121 84.83
05_11_1997 114 79.85
05_12_1997 110 77.12
05_13_1997 106 74.31
05_14_1997 101 70.83
05_15_1997 99 69.39
05_16_1997 94 65.94
05_17_1997 93 65.18
05_18_1997 92 64.42
05_19_1997 89 62.28
05_20_1997 87 60.84
05_21_1997 83 58.09
05_22_1997 81 56.69
05_23_1997 80 55.99
05_24_1997 81 56.70
05_25_1997 86 60.19
05_26_1997 98 68.58
05_27_1997 93 65.11
05_28_1997 86 60.14
05_29_1997 83 58.65
05_30_1997 84 58.74
05_31_1997 85 59.47
06_01_1997 94 65.75
06_02_1997 89 62.29
06_03_1997 102 72.05
06_04_1997 92 64.33
06_05_1997 85 59.43
06_06_1997 82 57.31
06_07_1997 85 59.46
06_08_1997 81 56.67
06_09_1997 79 55.26
06_10_1997 78 54.55
06_11_1997 74 51.78
06_12_1997 108 75.67
06_13_1997 1607 1129.94
06_14_1997 433 304.56
54

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
06_15_1997 906 637.10
06_16_1997 214 150.71
06 17 1997 -2412 -1695.68
06_18_1997 121 84.71
06_19_1997 110 76.98
06_20_1997 98 68.57
06_21_1997 126 88.29
06_22_1997 90 63.00
06_23_1997 88 61.57
06_24_1997 80 55.94
06_25_1997 77 53.79
06_26_1997 74 51.88
06_27_1997 77 54.41
06_28_1997 76 53.75
06_29_1997 73 51.64
06_30_1997 70 48.90
07_01_1997 93 65.08
07_02_1997 93 65.70
07_03_1997 73 51.60
07_04_1997 65 45.44
07_05_1997 68 47.55
07_06_1997 66 46.72
07_07_1997 63 44.64
07_08_1997 60 41.86
07_09_1997 58 40.49
07_10_1997 60 41.92
07_11_1997 56 39.16
07_12_1997 54 37.77
07_13_1997 52 36.40
07_14_1997 51 35.72
07_15_1997 54 37.70
07_16_1997 97 67.85
07_17_1997 68 48.15
07_18_1997 43 30.54
07_19_1997 38 27.03
07_20_1997 36 25.64
07_21_1997 38 27.03
07_22_1997 37 25.67
07_23_1997 146 102.93
07_24_1997 125 87.96
07_25_1997 113 79.49
07_26_1997 66 46.36
07_27_1997 59 41.42
07_28_1997 54 38.10
07_29_1997 50 35.30
07_30_1997 129 90.89
07_31_1997 79 55.74
08_01_1997 57 40.33
08_02_1997 52 36.75
08_03_1997 49 34.76
08_04_1997 47 33.39
08_05_1997 50 35.50
08_06_1997 46 32.02
55

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
08_07_1997 45 31.36
08_08_1997 43 29.95
08_09_1997 43 29.97
08_10_1997 43 30.04
08_11_1997 45 31.44
08_12_1997 41 28.63
08_13_1997 40 27.92
08_14_1997 40 27.90
08_15_1997 39 27.20
08_16_1997 37 25.80
08_17_1997 35 24.39
08_18_1997 32 22.32
08_19_1997 32 22.37
08_20_1997 31 21.75
08_21_1997 27 18.78
08_22_1997 21 14.63
08_23_1997 18 12.59
08_24_1997 19 13.21
08_25_1997 19 13.28
08_26_1997 31 21.54
08_27_1997 22 15.33
08_28_1997 20 14.02
08_29_1997 18 12.57
08_30_1997 19 13.22
08_31_1997 26 18.19
09_01_1997 26 18.18
09_02_1997 26 18.15
09_03_1997 23 15.99
09_04_1997 21 14.61
09_05_1997 19 13.24
09_06_1997 13 9.02
09_07_1997 12 8.33
09_08_1997 11 7.62
09_09_1997 11 7.62
09_10_1997 34 23.82
09_11_1997 53 37.10
09_12_1997 31 21.61
09_13_1997 19 13.12
09_14_1997 20 13.83
09_15_1997 19 13.14
09_16_1997 19 13.16
09_17_1997 17 11.78
09_18_1997 20 13.82
09_19_1997 21 14.56
09_20_1997 20 13.78
09_21_1997 16 11.17
09_22_1997 21 14.63
09_23_1997 25 17.45
09_24_1997 55 38.51
09_25_1997 86 60.77
09_26_1997 41 29.10
09_27_1997 35 24.85
09_28_1997 38 27.04
56

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
09_29_1997 43 30.51
09_30_1997 32 22.79
10_01_1997 25 17.92
10_02_1997 26 18.00
10_03_1997 27 18.74
10_04_1997 27 18.63
10_05_1997 26 18.09
10_06_1997 24 16.68
10_07_1997 19 13.13
10_08_1997 19 13.11
10_09_1997 19 13.10
10_10_1997 20 13.78
10_11_1997 20 13.80
10_12_1997 20 13.81
10_13_1997 20 13.74
10_14_1997 21 14.58
10_15_1997 26 18.07
10_16_1997 25 17.33
10_17_1997 24 17.12
10_18_1997 26 18.37
10_19_1997 104 73.16
10_20_1997 62 43.75
10_21_1997 31 22.10
10_22_1997 31 22.11
10_23_1997 31 22.14
10_24_1997 35 24.81
10_25_1997 37 26.01
10_26_1997 131 92.05
10_27_1997 256 180.01
10_28_1997 66 46.36
10_29_1997 52 36.60
10_30_1997 46 32.50
10_31_1997 39 27.71
11_01_1997 58 41.03
11021997 65 45.90
11031997 53 37.49
11_04_1997 48 34.04
11_05_1997 45 31.35
11_06_1997 41 28.58
11071997 43 30.00
11081997 41 28.61
11091997 40 27.91
11101997 40 27.91
11_11_1997 39 27.19
11121997 40 27.97
11131997 53 36.98
11_14_1997 ill 78.38
11151997 72 50.27
11161997 52 36.85
11_17_1997 47 33.33
11_18_1997 47 32.77
11_19_1997 46 32.15
11_20_1997 45 31.53
57

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
11_21_1997 52 36.42
11_22_1997 314 220.40
11_23_1997 108 76.23
11241997 76 53.10
11251997 62 43.35
11_26_1997 60 41.97
11_27_1997 55 38.50
11_28_1997 53 37.12
11291997 52 36.38
11_30_1997 74 51.78
12_01_1997 131 92.40
12_02_1997 94 66.43
12_03_1997 72 50.31
12_04_1997 74 51.73
12_05_1997 64 44.78
12_06_1997 58 40.63
12_07_1997 59 41.40
12_08_1997 58 40.71
12_09_1997 58 40.67
12_10_1997 66 46.30
12_11_1997 65 45.44
12_12_1997 59 41.27
12_13_1997 57 39.92
12_14_1997 56 39.13
12_15_1997 54 37.74
12_16_1997 54 37.72
12_17_1997 54 37.76
12_18_1997 53 37.07
12_19_1997 53 37.02
12_20_1997 53 37.03
12_21_1997 52 36.39
12_22_1997 96 67.25
12_23_1997 95 67.11
12_24_1997 163 114.74
12_25_1997 432 303.66
12_26_1997 151 106.22
12_27_1997 196 137.93
12_28_1997 221 155.48
12_29_1997 133 93.65
12_30_1997 115 81.03
12_31_1997 104 73.35
01_01_1998 91 64.30
01021998 88 62.19
01031998 92 65.00
01041998 94 66.41
01051998 90 63.60
01061998 89 62.89
01_07_1998 166 117.02
01_08_1998 420 295.59
01_09_1998 204 143.74
01_10_1998 126 88.90
01_11_1998 110 77.66
01121998 99 69.92
58

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
01131998 95 67.11
01141998 88 62.19
01_15_1998 322 226.69
01_16_1998 643 452.35
01_17_1998 433 304.72
01_18_1998 204 143.74
01_19_1998 276 194.35
01_20_1998 220 154.99
01_21_1998 150 105.78
01_22_1998 131 92.42
01_23_1998 452 318.08
01_24_1998 268 188.73
01_25_1998 182 128.27
01_26_1998 142 100.15
01_27_1998 842 592.25
01_28_1998 2647 1861.17
01_29_1998 484 340.58
01_30_1998 274 192.95
01_31_1998 208 146.55
02_01_1998 177 124.14
02_02_1998 155 108.67
02_03_1998 346 242.94
02_04_1998 998 701.30
02_05_1998 441 309.73
02_06_1998 277 194.44
02_07_1998 205 143.82
02_08_1998 174 122.03
02_09_1998 149 104.45
02_10_1998 138 96.72
02_11_1998 134 93.91
02_12_1998 308 216.23
02_13_1998 218 152.96
02_14_1998 158 110.78
02_15_1998 138 96.72
02_16_1998 158 110.78
02_17_1998 698 490.40
02_18_1998 448 314.65
02_19_1998 238 167.02
02_20_1998 178 124.84
02_21_1998 152 106.56
02_22_1998 135 94.61
02_23_1998 251 176.16
02_24_1998 192 134.68
02_25_1998 149 104.45
02_26_1998 134 93.91
02_27_1998 162 113.59
02_28_1998 154 107.97
03_01_1998 133 93.27
03_02_1998 122 85.54
03_03_1998 114 79.91
03_04_1998 108 75.70
03_05_1998 105 73.59
03_06_1998 103 72.18
59

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
03_07_1998 103 72.18
03_08_1998 723 508.04
03_09_1998 825 579.75
03_10_1998 306 214.89
03_11_1998 204 143.18
03_12_1998 168 117.88
03_13_1998 145 101.71
03_14_1998 137 96.08
03_15_1998 126 88.35
03_16_1998 121 84.83
03_17_1998 117 82.02
03_18_1998 130 91.16
03_19_1998 347 243.71
03_20_1998 221 155.13
03_21_1998 213 149.51
03_22_1998 165 115.77
03_23_1998 139 97.49
03_24_1998 128 89.76
03_25_1998 119 83.43
03_26_1998 115 80.62
03_27_1998 114 79.91
03_28_1998 ill 77.80
03_29_1998 108 75.70
03_30_1998 105 73.59
03_31_1998 104 72.88
04_01_1998 104 72.82
04_02_1998 100 70.01
04_03_1998 97 67.90
04_04_1998 121 84.78
04_05_1998 99 69.31
04_06_1998 95 66.50
04_07_1998 93 65.09
04_08_1998 92 64.39
04_09_1998 241 169.14
04_10_1998 134 93.91
04_11_1998 109 76.34
04_12_1998 100 70.01
04_13_1998 95 66.50
04_14_1998 96 67.20
04_15_1998 95 66.50
04_16_1998 95 66.50
04_17_1998 1298 912.21
04_18_1998 496 348.40
04_19_1998 619 434.87
04_20_1998 911 640.15
04_21_1998 293 205.69
04_22_1998 220 154.37
04_23_1998 187 131.17
04_24_1998 163 114.30
04_25_1998 144 100.94
04_26_1998 130 91.10
04_27_1998 117 81.96
04_28_1998 123 86.18
60

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
04_29_1998 112 78.45
04_30_1998 113 79.15
05_01_1998 145 101.79
05_02_1998 120 84.21
05_03_1998 ill 77.88
05_04_1998 168 117.95
05_05_1998 202 141.86
05_06_1998 120 84.21
05_07_1998 209 146.78
05_08_1998 175 122.88
05_09_1998 131 91.94
05_10_1998 112 78.59
05_11_1998 126 88.43
05_12_1998 105 73.67
05_13_1998 96 67.34
05_14_1998 93 65.23
05_15_1998 89 62.42
05_16_1998 84 58.90
05_17_1998 81 56.79
05_18_1998 77 53.98
05_19_1998 72 50.47
05_20_1998 70 49.06
05_21_1998 69 48.36
05_22_1998 66 46.25
05_23_1998 64 44.84
05_24_1998 64 44.84
05_25_1998 64 44.84
05_26_1998 66 46.25
05_27_1998 307 215.67
05_28_1998 104 72.96
05_29_1998 83 58.20
05_30_1998 79 55.39
05_31_1998 81 56.79
06_01_1998 68 47.56
06_02_1998 63 44.05
06_03_1998 61 42.64
06_04_1998 60 41.94
06_05_1998 66 46.16
06_06_1998 109 76.39
06_07_1998 85 59.51
06_08_1998 64 44.75
06_09_1998 62 43.34
06_10_1998 261 183.24
06_11_1998 141 98.88
06_12_1998 91 63.73
06_13_1998 84 58.81
06_14_1998 69 48.27
06_15_1998 66 46.16
06_16_1998 60 41.94
06_17_1998 57 39.83
06_18_1998 54 37.72
06_19_1998 53 37.02
06_20_1998 52 36.31
61

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
06_21_1998 50 34.91
06_22_1998 49 34.21
06_23_1998 48 33.50
06_24_1998 46 32.10
06_25_1998 59 41.24
06_26_1998 48 33.50
06_27_1998 44 30.69
06_28_1998 43 29.99
06_29_1998 41 28.58
06_30_1998 45 31.39
07_01_1998 45 31.65
07_02_1998 40 28.13
07_03_1998 38 26.73
07_04_1998 36 25.32
07_05_1998 36 25.32
07_06_1998 34 23.91
07_07_1998 34 23.91
07_08_1998 33 23.21
07_09_1998 34 23.91
07_10_1998 33 23.21
07_11_1998 31 21.81
07_12_1998 31 21.81
07_13_1998 31 21.81
07_14_1998 30 21.10
07_15_1998 29 20.40
07_16_1998 30 21.10
07_17_1998 34 23.91
07_18_1998 30 21.10
07_19_1998 27 18.99
07_20_1998 27 18.99
07_21_1998 31 21.81
07_22_1998 26 18.29
07_23_1998 26 18.29
07_24_1998 26 18.29
07_25_1998 32 22.51
07_26_1998 39 27.43
07_27_1998 30 21.10
07_28_1998 33 23.21
07_29_1998 29 20.40
07_30_1998 26 18.29
07_31_1998 25 17.59
08_01_1998 31 21.85
08_02_1998 25 17.63
08_03_1998 24 16.93
08_04_1998 22 15.52
08_05_1998 21 14.82
08_06_1998 21 14.82
08_07_1998 20 14.11
08_08_1998 23 16.22
08_09_1998 23 16.22
08_10_1998 56 39.42
08_11_1998 56 39.42
08_12_1998 28 19.74
62

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
08_13_1998 27 19.03
08_14_1998 28 19.74
08_15_1998 30 21.14
08_16_1998 71 49.97
08_17_1998 46 32.39
08_18_1998 33 23.25
08_19_1998 29 20.44
08_20_1998 27 19.03
08_21_1998 26 18.33
08_22_1998 25 17.63
08_23_1998 24 16.93
08_24_1998 23 16.22
08_25_1998 22 15.52
08_26_1998 20 14.11
08_27_1998 19 13.41
08_28_1998 18 12.71
08_29_1998 19 13.41
08_30_1998 22 15.52
08_31_1998 20 14.11
09_01_1998 18 12.62
09_02_1998 17 11.91
09_03_1998 20 14.02
09_04_1998 68 47.77
09_05_1998 30 21.05
09_06_1998 26 18.24
09_07_1998 25 17.54
09_08_1998 28 19.65
09_09_1998 31 21.76
09_10_1998 26 18.24
09_11_1998 25 17.54
09_12_1998 22 15.43
09_13_1998 21 14.73
09_14_1998 20 14.02
09_15_1998 19 13.32
09_16_1998 19 13.32
09_17_1998 19 13.32
09_18_1998 19 13.32
09_19_1998 18 12.62
09_20_1998 18 12.62
09_21_1998 19 13.32
09_22_1998 28 19.65
09_23_1998 22 15.43
09_24_1998 19 13.32
09_25_1998 19 13.32
09_26_1998 18 12.62
09_27_1998 17 11.91
09_28_1998 16 11.21
09_29_1998 16 11.21
09_30_1998 20 14.02
10_01_1998 19 13.46
10_02_1998 16 11.35
10_03_1998 16 11.35
10_04_1998 18 12.75
63

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
10_05_1998 20 14.16
10_06_1998 23 16.27
10_07_1998 23 16.27
10_08_1998 30 21.19
10_09_1998 38 26.81
10_10_1998 24 16.97
10_11_1998 19 13.46
10_12_1998 14 9.94
10_13_1998 13 9.24
10_14_1998 13 9.24
10_15_1998 12 8.53
10_16_1998 12 8.53
10_17_1998 13 9.24
10_18_1998 12 8.53
10_19_1998 12 8.53
10_20_1998 14 9.94
10_21_1998 12 8.53
10_22_1998 12 8.53
10_23_1998 12 8.53
10_24_1998 15 10.64
10_25_1998 15 10.64
10_26_1998 14 9.94
10_27_1998 14 9.94
10_28_1998 14 9.94
10_29_1998 14 9.94
10_30_1998 14 9.94
10_31_1998 16 11.35
11_01_1998 19 13.44
11021998 19 13.44
11_03_1998 25 17.65
11_04_1998 25 17.65
11_05_1998 21 14.84
11_06_1998 21 14.84
11_07_1998 20 14.14
11081998 22 15.55
11091998 23 16.25
11_10_1998 23 16.25
11_11_1998 27 19.06
11121998 22 15.55
11_13_1998 21 14.84
11_14_1998 23 16.25
11151998 36 25.39
11_16_1998 26 18.36
11171998 32 22.58
11_18_1998 24 16.95
11_19_1998 22 15.55
11201998 23 16.25
11_21_1998 21 14.84
11_22_1998 21 14.84
11231998 22 15.55
11_24_1998 23 16.25
11251998 22 15.55
11_26_1998 25 17.65
64

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
11271998 24 16.95
11281998 23 16.25
11291998 23 16.25
11301998 23 16.25
12_01_1998 24 16.92
12_02_1998 23 16.22
12_03_1998 24 16.92
12_04_1998 25 17.62
12_05_1998 25 17.62
12_06_1998 25 17.62
12_07_1998 25 17.62
12_08_1998 25 17.62
12_09_1998 30 21.14
12_10_1998 26 18.33
12_11_1998 26 18.33
12_12_1998 26 18.33
12_13_1998 67 47.15
12_14_1998 46 32.39
12_15_1998 28 19.73
12_16_1998 49 34.50
12_17_1998 33 23.25
12_18_1998 27 19.03
12_19_1998 26 18.33
12_20_1998 27 19.03
12_21_1998 26 18.33
12_22_1998 26 18.33
12_23_1998 25 17.62
12_24_1998 82 57.69
12_25_1998 97 68.24
12_26_1998 48 33.79
12_27_1998 38 26.76
12_28_1998 34 23.95
12_29_1998 33 23.25
12_30_1998 30 21.14
12_31_1998 29 20.44
01_01_1999 29 20.55
01_02_1999 30 21.28
01_03_1999 278 195.39
01_04_1999 120 84.25
01_05_1999 60 42.12
01061999 50 35.17
01071999 50 35.10
01081999 46 32.39
01_09_1999 44 31.05
01101999 38 26.84
01_11_1999 37 26.23
01121999 37 26.17
01131999 41 29.02
01141999 41 28.99
01151999 52 36.68
01161999 43 30.36
01171999 40 28.25
01_18_1999 78 54.91
65

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
01191999 75 52.79
01201999 55 38.70
01_21_1999 50 35.25
01_22_1999 47 33.12
01_23_1999 175 123.05
01_24_1999 729 512.28
01_25_1999 281 197.23
01_26_1999 133 93.22
01271999 94 65.91
01281999 80 56.17
01291999 69 48.56
01_30_1999 63 44.43
01_31_1999 57 40.32
02_01_1999 67 47.36
02_02_1999 149 104.90
02_03_1999 97 68.24
02_04_1999 78 54.84
02_05_1999 67 47.22
02_06_1999 62 43.76
02_07_1999 60 42.33
02_08_1999 57 40.29
02_09_1999 54 38.19
02_10_1999 54 38.22
02_11_1999 51 36.14
02_12_1999 51 36.00
02_13_1999 50 35.46
02_14_1999 46 32.62
02_15_1999 46 32.63
02_16_1999 46 32.63
02_17_1999 47 33.32
02_18_1999 68 48.00
02_19_1999 77 54.29
02_20_1999 151 106.10
02_21_1999 115 80.77
02_22_1999 88 61.88
02_23_1999 76 53.52
02_24_1999 72 50.79
02_25_1999 68 48.00
02_26_1999 65 45.91
02_27_1999 63 44.49
02_28_1999 63 44.48
03_01_1999 59 41.71
03_02_1999 55 38.90
03_03_1999 55 38.91
03_04_1999 63 44.48
03_05_1999 52 36.74
03_06_1999 52 36.70
03_07_1999 50 35.36
03_08_1999 48 33.99
03_09_1999 52 36.78
03_10_1999 55 38.85
03_11_1999 35 24.59
03_12_1999 48 33.94
66

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
03_13_1999 47 33.25
03_14_1999 55 38.88
03_15_1999 66 46.54
03_16_1999 60 42.30
03_17_1999 57 40.20
03_18_1999 53 37.38
03_19_1999 50 35.29
03_20_1999 50 35.31
03_21_1999 110 77.40
03_22_1999 90 63.18
03_23_1999 71 49.78
03_24_1999 66 46.27
03_25_1999 73 51.29
03_26_1999 59 41.55
03_27_1999 55 38.77
03_28_1999 53 37.40
03_29_1999 52 36.71
03_30_1999 50 35.32
03_31_1999 50 35.35
04011999 64 45.11
04_02_1999 59 41.57
04_03_1999 52 36.64
04_04_1999 50 35.25
04_05_1999 48 33.79
04_06_1999 46 32.36
04_07_1999 46 32.33
04_08_1999 45 31.66
04_09_1999 45 31.64
04_10_1999 42 29.51
04_11_1999 41 28.73
04_12_1999 41 29.03
04_13_1999 38 26.86
04_14_1999 38 26.88
04_15_1999 48 33.91
04_16_1999 50 35.22
04_17_1999 39 27.52
04_18_1999 36 25.48
04_19_1999 36 25.46
04_20_1999 35 24.72
04_21_1999 32 22.67
04_22_1999 31 21.93
04_23_1999 29 20.51
04_24_1999 30 21.28
04_25_1999 31 21.99
04_26_1999 29 20.59
04_27_1999 30 21.24
04_28_1999 79 55.61
04_29_1999 67 47.00
04_30_1999 761 535.22
05_01_1999 232 163.17
05_02_1999 126 88.78
05_03_1999 94 65.75
05_04_1999 77 53.87
67

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
05_05_1999 67 46.93
05_06_1999 65 45.59
05_07_1999 60 42.08
05_08_1999 56 39.28
05_09_1999 51 35.81
05_10_1999 44 31.00
05_11_1999 37 26.16
05_12_1999 35 24.77
05_13_1999 35 24.76
05_14_1999 33 23.47
05_15_1999 33 23.46
05_16_1999 31 21.98
05_17_1999 29 20.53
05_18_1999 28 19.77
05_19_1999 51 35.88
05_20_1999 32 22.49
05_21_1999 28 19.69
05_22_1999 27 19.01
05_23_1999 26 18.29
05_24_1999 25 17.65
05_25_1999 23 16.30
05_26_1999 24 17.02
05_27_1999 26 18.41
05_28_1999 23 16.34
05_29_1999 22 15.60
05_30_1999 21 14.87
05_31_1999 20 14.17
06_01_1999 18 12.89
06_02_1999 18 12.93
06_03_1999 18 12.89
06_04_1999 17 12.23
06_05_1999 16 10.96
06_06_1999 16 11.08
06_07_1999 15 10.22
06_08_1999 14 9.85
06_09_1999 12 8.54
06_10_1999 15 10.78
06_11_1999 19 13.42
06_12_1999 16 11.35
06_13_1999 14 9.98
06_14_1999 13 9.24
06_15_1999 14 9.93
06_16_1999 26 18.41
06_17_1999 42 29.49
06_18_1999 19 13.33
06_19_1999 15 10.56
06_20_1999 16 11.29
06_21_1999 23 16.17
06_22_1999 20 14.09
06_23_1999 17 11.95
06_24_1999 16 11.24
06_25_1999 20 14.05
06_26_1999 42 29.51
68

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
06_27_1999 19 13.37
06_28_1999 17 11.96
06_29_1999 49 34.44
06_30_1999 19 13.27
07_01_1999 19 13.24
07_02_1999 646 453.84
07_03_1999 116 81.27
07_04_1999 48 33.51
07_05_1999 33 22.99
07_06_1999 28 19.51
07_07_1999 25 17.47
07_08_1999 28 19.63
07_09_1999 22 15.42
07_10_1999 19 13.38
07_11_1999 19 13.51
07_12_1999 27 19.16
07_13_1999 32 22.58
07_14_1999 26 18.34
07_15_1999 25 17.63
07_16_1999 21 14.85
07_17_1999 18 12.78
07_18_1999 17 12.05
07_19_1999 15 10.66
07_20_1999 13 9.24
07_21_1999 13 9.23
07_22_1999 13 9.24
07_23_1999 12 8.54
07_24_1999 13 9.24
07_25_1999 48 33.76
07_26_1999 14 9.85
07_27_1999 11 7.77
07_28_1999 11 7.78
07_29_1999 10 7.11
07_30_1999 9 6.39
07_31_1999 10 7.03
08_01_1999 9 6.34
08_02_1999 8 5.43
08_03_1999 10 7.18
08_04_1999 12 8.57
08_05_1999 11 7.90
08_06_1999 11 7.91
08_07_1999 9 6.52
08_08_1999 9 6.48
08_09_1999 12 8.55
08_10_1999 11 7.82
08_11_1999 12 8.53
08_12_1999 11 7.81
08_13_1999 9 6.41
08_14_1999 12 8.51
08_15_1999 14 9.74
08_16_1999 11 7.60
08_17_1999 10 6.93
08_18_1999 8 5.58
69

Final Fecal Coliform TMDT,for Fourth Creek October 31, 2001
08_19_1999 8 5.33
08_20_1999 10 7.02
08_21_1999 28 19.60
08_22_1999 12 8.38
08_23_1999 11 7.70
08_24_1999 13 9.11
08_25_1999 137 96.02
08_26_1999 32 22.77
08_27_1999 39 27.69
08_28_1999 17 12.21
08_29_1999 19 13.06
08_30_1999 16 11.10
08_31_1999 14 9.81
09_01_1999 14 9.89
09_02_1999 14 9.96
09_03_1999 12 8.57
09_04_1999 11 7.86
09_05_1999 35 24.63
09_06_1999 82 57.40
09_07_1999 21 14.45
09_08_1999 13 8.94
09_09_1999 64 44.85
09_10_1999 48 33.41
09_11_1999 13 9.47
09_12_1999 10 6.75
09_13_1999 8 5.51
09_14_1999 8 5.67
09_15_1999 14 9.99
09_16_1999 28 19.69
09_17_1999 10 6.97
09_18_1999 8 5.61
09_19_1999 8 5.54
09_20_1999 7 5.25
09_21_1999 8 5.29
09_22_1999 8 5.34
09_23_1999 6 4.50
09_24_1999 8 5.85
09_25_1999 12 8.66
09_26_1999 12 8.63
09_27_1999 14 10.07
09_28_1999 51 36.10
09_29_1999 58 41.12
09_30_1999 55 38.79
70

Appendix 1V. Public Notice of Draft Fourth Creek Fecal Cohforrn i�\ DL
NORTH CAROLINA
IREDELL COUNTY
AFFIDAVIT OF PUBLICATION
LE�a NOT1C Before the undersigned,a Notary Public of said County
PUBLIC NoncE and State,duly commissioned,qualified,and authorized .
stalaoLNOMCarolina by law to administer oaths, personally appeared _
Division OfWsterDualtrP. W.Allison Bumgarner who being first duly sworn,de-
Availability of tpe Feunn creek poses and says:that she is an employee authorized to
Fecal col"dormTotal Maximum make this statement by Media General Newspapers,
Daily Load(TMDL).
Inc.engaged in the publication of a newspaper known
Copes of the TMDLmay be as the Statesville Record& Landmark published,
obtained by calling Jamie Smith at
1919)733-5o63,ext.558.or on issued, and entered as second class mail in the city of the iromet at httpl1h20.enr. Statesville in said County and State, that she is
stale.nc.uslbndli. A public meel-
ing wilt be held at 2:00 pm,April authorized to make this affidavit and sworn statement;
36, 2oo1 at the old city Hall that the notice or other legal advertisement,a true copy
Building an South Center Street in
Statesville, NC. Written com- of which is attached hereto, was published in the
menls regarding the TMDL"It be Statesville Record&Landmark on the following dates:
accepted until May 23, 2001.
Please mail comments to Ms. A P R I L 13 , 2 0 0 1
Betsy Albright-TMDL coordinator-
Yadkin Pee-Dee River Basin,
Water Duality Planning Branch,
NC Division of Water Quatiry.1617
Mail Service center,Raleigh,NC
27699-1617,
Apra 13 and that the said newspaper in which such notice,
paper,document,or legal advertisement was published
was at the time of each and every such publication, a
newspaper meeting all of the requirements and qualifi-
cations of Section 1-597 of the General Statues of North
Carolina and was a qualified newspaper within the
meaning of Section 1-597 of the General Statues of
North Caroli a.
This 1st day UG 20 0 1
(Si ature of person majc�n affidavit)
Sworn to and subscribed befor e his 1 s t
day of Q'AUG 20 01
t �
Notary Public
Commission expires: � _�0U
71

Michael F.Easley
Governor
Sherri Evans-Stanton,Acting Secretary
l North Carolina Department of Environment and Natural Resources
Kerr T.Stevens,Director
Division of Water Quality
Now Available Upon Request
Copies of the draft TMDL study:
Fourth Creek (in Subbasin 03-07-06)
Fecal Coliform Total Maximum Daily Load
Are now available upon request from the North Carolina Division of Water Quality. This TMDL study was
prepared as a requirement of the Federal Water Pollution Control Act, Section 303(d). The study identifies the
sources of pollution, determines allowable loads to the surface waters, and suggests allocations for pollutants of
concern.
TO OBTAIN A FREE COPY OF THE TMDL REPORT:
Please contact Ms. Jamie Smith(919) 733-5083, extension 558 or write to:
Ms. Betsy Albright
TMDL Coordinator-Yadkin-Pee Dee River Basin
Water Quality Planning Branch
NC Division of Water Quality
1617 Mail Service Center
Raleigh,NC 27699-1617
Interested parties are invited to comment on the draft TMDL study by May 23, 2001. Comments and questions
concerning the report should be directed to Ms. Betsy Albright at the above number(extension 514) and
address. The draft TMDL is also located on the following website: http://h2o.enr.state.nc.us/tmdl
Public Hearing Notice
A public hearing to discuss the Fourth Creek Fecal Coliform TMDL will be held on Monday, April 30`h at
2:00pm at the following address:
The Old City Hall Building
Council Chambers (2nd Floor)
301 South Center Street
Statesville,North Carolina
AM
N MEW
N.C.Division of Water Quality 1617 Mail Service Center Raleigh,NC 27699-1617 [phone] Customer Service
1 800 623-7748

Final Fecal Coliform TMDT,for Fcnirth Creek October 31, 2001
Appendix V. Public Comments on the Draft Fourth Creek Fecal Coliform TMDL and DWQ Response to
Comments
COMMENTS OF
THE CITY OF STATESVILLE
ON THE DRAFT TOTAL M,4XrMVM DAIL Y L OAD
FOR FECAL COLIFORM FOR FOURTH CREEK,
YADKIN-PEE DEE RIVER BASIN,NORTH CAR OLLVA
(April 30, 7001)
Good afternoon. My name is Joe Hudson. I am the Director of Water Resources for the
City of Statesville. The City of Statesville operates its own wastewater treatment plants, one of
which discharges into the Fourth Creek, under a National Pollutant Discharge Elimination
System Permit.
On behalf of the City of Statesville, I would like to offer the following comments on the
Division of Water Quality's Draft Total Maximum Daily Load for Fecal Coliform for Fourth
Creek. First, I want to say that the City of Statesville fully supports the effort to address the fecal
coliform impairment of Fourth Creek. Only by taking a comprehensive, scientifically based
approach can we hope to protect and improve water quality in Fourth Creek and do so in a way
that is cost-effective.
Second, I commend the Division of Water Quality not only for taking the initiative here
to study the fecal coliform loading issue in Fourth Creek but also for the tremendous effort that
has gone into development of the fecal coliform draft TMDL. DWQ has done an outstanding job
of studying Fourth Creek, measuring and documenting fecal coliform levels, and beginning to
identify the kinds of strategies that are necessary to accomplish reductions in the levels of fecal
coliform present in Fourth Creek.
In addition, I commend DWQ for focusing on the challenges presented by the non-point
sources of fecal coliform. Non-point discharges of fecal coliform bacteria present special
difficulties
73

Final Fecal Coliform TMDL for Fcnirth Creek October 31, 2001
Appendix V. Public Comments on the Draft Fourth Creek Fecal Coliform TMDL and DWQ Response to
Comments.
to the promulgation of a TMDL, especially when we consider that Iredell and Rowan Counties
contain major producers of livestock and dairy products. While the task of reducing pollution
from these sources is a daunting one, requiring tremendous resources, cooperation, pauence, and
time,those impediments cannot be made excuses for delay or inaction. The City of Statesville is
prepared to participate—and I strongly encourage all affected local governments and agencies to
cooperate—in the development of implementation plans for the TMDL. We face a mammoth
task: namely- the reduction of the non-point source fecal coliform load by 60 to almost 80
percent. Working together toward this common goal,I am confident that we can accomplish it.
Finally, I would like to mention my concern that the proposed TMDL for fecal coliform
in Fourth Creek has the potential to constrain the growth of the City of Statesville. As the City
of Statesville grows, the City's wastewater treatment plant will increase its operations. As DWQ
acknowledged in the draft TMDL, the City's wastewater treatment plant is responsible for less
than one percent of the fecal coliform load in the Creek and has consistently fallen well within
its Permit limits for fecal coliform levels. At this stage, however, the TMDL does not appear to
take into account an increased discharge that would naturally result from the growth of
Statesville. The TMDL can be modified to accommodate anticipate population growth in
Statesville and the surrounding area without significantly increasing the reduction obligations of
nonpoint sources.
In closing, let me say that the City of Statesville recognizes how important Fourth Creek
is to the economy and quality of life in both Iredell and Rowan Counties. We look forward to
helping DWQ and other interested parties reduce the levels of fecal coliform present in the
Creek, through creative and pragmatic strategies to address the non-point sources of the bacteria.
And, at the same time, we are confident that DWQ will rise to the challenge of adjusting the
TMDL to take into account the growth of Statesville.
74

Final Fecal Coliform TM1)T,for Fourth Creek October 31,2001
Appendix V. Public Comments on the Draft Fourth Creek Fecal Coliform TMDL and DWQ Response to
Comments
DWQ Response to Comments from the City of Statesville:
DWQ greatly appreciates the comments on the Draft Total Maximum Daily Load for Fecal Coliform Bacteria
for Fourth Creek. We look forward to working with Statesville and other interested parties to develop an
implementation plan to reduce the fecal coliform concentrations in Fourth Creek, with the overall goal of
obtaining the designated uses of Fourth Creek. If future expansion of the Fourth Creek WWTP is requested,we
will review the fecal coliform loading allocation to the Fourth Creek Wastewater Treatment Plant.
75

4/25/23, 11:08 AM North Carolina Secretary of State Search Results
• File an Annual Report/Amend an Annual Report • Upload a PDF Filing • Order a Document Online -
Add Entity to My Email Notification List • View Filings • Print a Pre-Populated Annual Report form • Print
an Amended a Annual Report form
Business Corporation
Legal Name
J. C. Steele and Sons, Inc.
Information
Sosld: 0140580
Status: Current-Active O
Date Formed: 12/26/1946
Citizenship: Domestic
Fiscal Month: December
Annual Report Due Date: April 15th
Currentgnnual Report Status:
Registered Agent: Clark, Marian S,
Addresses
Reg Office Reg Mailing Mailing Principal Office
710 S Mulberry St 710 S Mulberry St 710 S Mulberry St 710 S Mulberry St
Statesville, NC 28677 Statesville, NC 28677 Statesville, NC 28677 Statesville, NC 28677
Off icers
President President Chairman
Marian Steele Clark Charles M Steele David S. Steele
PO Box 1834 PO Box 1834 PO Box 1834
Statesville NC 28687 Statesville NC 28687 Statesville NC 28687
Stock
https://www.sosnc.gov/online_services/search/Business_Registration_ResuIts 1/2

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Class: COMMON
Shares: 300000
Par Value 10
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. • . . AERIS
•� • ENVIRONMENTAL
April 26,2021
Ms.Suzanne McCoy
DEMLR—Stormwater Program
NC Department of Environmental Quality
1612 Mail Service Center
Raleigh, NC 27699-1612 RECEIVED
Re: J.C.Steele&Sons,Inc. t g AY a �a �
Statesville,Iredell County,North Carolina !
NPDES Permit No.000018 DENR-LAND QUALITY
STORMWATER PERMITTING
Dear Ms. McCoy:
This letter and supporting documents represent a request for renewal of the National Pollutant Discharge
Elimination System (NPDES) Individual Permit for J.C. Steele & Sons, Inc. located at 710 Mulberry Street in
Statesville, Iredell County, North Carolina.
No significant changes have occurred at the facility that would impact stormwater since the issuance of
the current permit.
An electronic copy of this submittal has been emailed to you at [e-mail].
Thank you for your attention to this request.Should you have any questions or require additional information,
please contact me by telephone at 704.641.7003 or by email at [e-mail]. The facility
contact is Mr.Curtis Daniels by telephone at 704.768.3230 or by email at [e-mail].
Sincerely,
LotJ—
Kevin S.Woods, PE
1440 Blueberry Lane•Charlotte,North Carolina 28226
704.641.7003—Phone
www.aerisenviro.com

J . C . STEELE SONS, INC .
Statesville, North Carolina
STORMWATER PERMIT RENEWAL APPLICATION
APRIL 2021
• • • A E R I S 1440 Blueberry Lane•Charlotte,NC 28226-6525
• • • Phone-704.641.7003
• ENVIRONMENTAL www.aerisenviro.com
•
Page 1 of 10

J.C.Steele&Sons,Inc. Stormwater Permit Renewal Application
Statesville,North Carolina April 2021
TABLE OF CONTENTS
SUMMARY..................................................................................................................3
RENEWAL APPLICATION FORM ........................................................................................4
SUPPLEMENTAL INFORMATION FORM ...............................................................................5
SWPPP DEVELOPMENT AND IMPLEMENTATION CERTIFICATION .............................................6
ANALYTICAL SAMPLING RESULTS......................................................................................7
VISUALSAMPLING RESULTS............................................................................................8
SITEMAP...................................................................................................................9
AERIS Environmental,Inc. Page 2 of 10

J.C.Steele&Sons,Inc. Stormwater Permit Renewal Application
Statesville,North Carolina April 2021
SUMMARY
J.C. Steele & Sons, Inc. is located at 710 South Mulberry Street in Statesville, North Carolina, operates under
National Pollutant Discharge Elimination System (NPDES) Individual Permit No. NCS 000018 expiring October 31,
2021, and manufactures machinery used in the brick manufacturing industry. Operations include primary metal
working(foundry) and secondary metal working(machining).
Best Management Practices
J.C. Steele employs structural and non-structural measures or practices to reduce pollution entering surface
waters.
Structural measures include the use of storage covers for hoppers and bins, storage of liquid chemicals within a
curbed building, use of a canopy over the area used for pressure washing, collection of pressure washing water,
curbing, and secondary containment. Catch basins, ditches, berms, and curbed channels are provided to improve
stormwater flow throughout the facility. Riprap is used reduce erosion.
Non-structural measures and practices include semi-annual stormwater inspections, monitoring of
loading/unloading operations, and good housekeeping which includes daily sweeping.The pressure wash area is
inspected frequently to ensure that all discharge in the area is contained and routed to wastewater collection.
Significant Changes
There have not been any changes in industrial activities that would significantly impact stormwater since the
previous permit issuance.
Technical Contact
The technical contact for questions regarding this submittal is Kevin Woods, PE of AERIS Environmental, Inc.
available by telephone at 704.641.7003 or by email at [e-mail].
AERIS Environmental,Inc. Page 3 of 10

Permit Coverage
Renewal Application Form
National Pollutant Discharge Elimination System NPDES Permit Number
Environmental Stormwater Individual Permit NCS 000018
Quality
Please provide your permit number in box in the upper right hand corner, complete the information in the space provided
below and return the completed renewal form along with the required supplemental information to the address indicated.
Owner Information * Address to which permit correspondence will be mailed
Owner/Organization Name: J.C.Steele&Sons,Inc.
Owner Contact: Marian Clark
Mailing Address: P.O.Box 1834 �� �����
Statesville,NC 28687
Phone Number: 704.872.3681 MAY
Fax Number: MA Q 0 ����
E-mail address: [e-mail]
DENR-LAND QUALITY
Facility Information STORMWATER PERMITTING-
Facility Name: J.C.Steele&Sons,Inc.
Facility Physical Address: 710 South Mulberry Street
Statesville,NC 28677
Facility Contact: Curtis Daniels
Mailing Address: P.O.Box 1834
Statesville,NC 28687
Phone Number: 704.872.3631
Fax Number:
E-mail address: [e-mail]
Permit Information
Permit Contact: Curtis Daniels
Mailing Address: P.O.Box 1834
Statesville,NC 28687
Phone Number: 704.872.3681
Fax Number:
E-mail address: [e-mail]
Discharge Information
Receiving Stream: Fourth Creek(12-108-20al)
Stream Class: C
Basin: Yadkin-Pee Dee River Basin
Sub-Basin: South Yadkin
Number of Outfalls: Two
Facility/Activity Changes Please describe below any changes to your facility or activities since issuance of your permit. Attached a
separate sheet if necessary.
No significant changes.
CERTIFICATION
I certify that I am familiar with the information contained in the application and that to the best of my knowledge and belief
such informatioi is true, complete a accurate.
Signature ` G� Date
Marian Clark President
Print or type name of person signing above Title
DEMLR- Stormwater Program
Please return this completed application form Dept. of Environmental Quality
and requested supplemental information to: 1612 Mail Service Center
Raleigh, North Carolina 27699-1612
AERIS Environmental,Inc. Page 4 of 10

J.C.Steele&Sons,Inc. Stormwater Permit Renewal Application
Statesville,North Carolina April 2021
SUPPLEMENTAL INFORMATION REQUIRED FOR RENEWAL OF INDIVIDUAL
NPDES STORMWATER PERMIT
Two copies of each of the following shall accompany this submittal in order for the application
to be considered complete:
(Do not submit the site Stormwater Pollution Prevention Plan)
Initials
1. A current Site Map from the Stormwater Pollution Prevention Plan. The location of
industrial activities (including storage of materials, disposal areas,process areas and
loading and unloading areas), drainage structures, drainage areas for each outfall,
building locations and impervious surfaces should be clearly noted.
2. A summary of Analytical Monitoring results during the term of the existing permit
(if your permit required analytical sampling). Do not submit individual lab reports.
The summary can consist of a table including such items as outfall number,
parameters sampled, lab results, date sampled, and storm event data.
\-k& 3. A summary of the Visual Monitoring results. Do not submit individual monitoring
reports. The summary can consist of a table including such items as outfall number,
parameters surveyed, observations, and date monitoring conducted.
4. A summary of the Best Management Practices utilized at the permitted facility.
Summary should consist of a short narrative description of each BMP's in place at
the facility. If the implementation of any BMP's is planned, please include
information on these BMP's.
5. A short narrative describing any significant changes in industrial activities at the
permitted facility. Significant changes could include the addition or deletion of
work processes, changes in material handling practices, changes in material storage
practices, and/or changes in the raw materials used by the facility.
6. Certification of the development and implementation of a Stormwater Pollution
Prevention Plan for the permitted facility (Sign and return attached form).
If the final year analytical monitoring of the existing permit term has not been completed
prior to filing the renewal submittal, then the last years monitoring results should be submitted
within 30 days of receipt of the laboratory reports. (i.e. do not withhold renewal submittal
waiting on lab results)
AERIS Environmental,Inc. Page 5 of 10

STORMWATER POLLUTION PREVENTION PLAN
DEVELOPMENT AND IMPLEMENTATION
CERTIFICATION
North Carolina DIvIsion of Lnergy, Mineral, and Land Resources— Stormwater Program
Facility Name: J.C.Steele&Sons,Inc.
Permit dumber: NCSa000t8
Location Address: 710 South Mulberry Street
Statesville,NC 28687
County:
Iredell
I certify, under penalty of law, that the Stormwater Pollution Prevention Plan (SPPP) document and all
attachments were developed and implemented under my direction or supervision in accordance with a system
designed to assure that qualified personnel properly gather and evaluate the information required by the SPPP.
Based on my inquiry of the person or persons who manage the system, or those persons directly responsible
for gathering the information, the information gathered is, to the best of my knowledge and belief, true,
accurate and complete."
And
"I certify that the SPPP has been developed, signed and retained at the named facility location, and the SPPP
has been fully implemented at this facility location in accordance with the terms and conditions of the
Stormwater discharge permit."
And
"I am aware that there are significant penalties for falsifying information, including the possibility of fines and
imprisonment for knowing violations."
Sign (according to permit signatory requirements) and return this Certification. DO NOT
SEND STORMWATER POLLUTION PREVENTION PLAN WITH THIS CERTIFICATION.
Signature Date �,�1202,
Marian krl President
Print or type name of person signing above Title
SPPP Certification 10/13
AERIS Environmental,Inc. Page 6 of 10

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J.C.Steele&Sons,Inc. Stormwater Permit Renewal Application
Statesville,North Carolina April 2021
J.C.Steele
Site Plan Information Key
ID Description
1 Liquid propane tank
2 250-Gallon diesel fuel tank is stored in this area. This tank does have secondary containment.
3 Castings are stored in this area on the paved courtyard.
4 A dumpster is located in this area. The dumpster is exposed to rainwater.
5 Silos contain sand for casting process. The sand is not exposed to rainwater.
6 Sand is stored in bins under roof for the core and molding processess.The sand is not exposed to rainwater.
7 Chrome ore is stored in this area under roof. The ore is not exposed to rainwater.
8 Pig iron is stored in this area under roof. The pig iron is not exposed to rainwater.
9 Scrap steel is stored in area under roof. This scrap steel is not exposed to rainwater.
10 Water cooling system
11 Dust system
12 Air coolers
13 Used sand from the no-bake and green sand operations is stored here. This sand waiting landfill disposal.
The sand is exposed to rainwater.
14 Chrome ore is stored in this area. The ore is stored in crates,exposed to rainwater.
15 Bulk pig iron is stored in this area. Pig iron is stored on a concrete area exposed to rainwater.
16 Scrap steel is stored in this area. The scrap steel is exposed to stormwater.
17 This building contains oil and core wash storage. Neither is exposed to rainwater.
The building has secondary containment.
18 Welding department located inside the building.
19 Various size flasks are stored in this area.
20 Bulk 250-gallon containers of no-bake resins and activators are stored in this area. These have
21 Empty bulk no-bake resin and activator containers are stored in this area. Containers are awaiting
pickup by vendor.
22 Empty drum storage
23 A trash dumpster is located in this area. The dumpster is covered.
24 The quonset but stores waste drums and solvent in 55-gallon drums. There is containment.
25 Pressure washer area. The platform drains into 270-gallon totes and waste vendors service wastewater.
26 One tote from the pressure washer area is stored in this area. Tote has secondary containment.
27 Cast parts are stored on the paved courtyard.
28 Painted metal parts or scrap metal is stored in this area.
29 The concrete courtyard is several feet below the street level to the north and west to provide a sw barrier.
30 Welding department
31 Drum crusher unit
32 Air cooler(Swamp Cooler)(Not used)
33 Finished machine storage area. Machines are typically stored with a tarp covering them.
34 Stormwater sheet flow runoff area
35 Dust collection system
36 Metal hopper(open)
37 Scrap metal dumpster(open)
38 Drum of paint filters(closed)
39 Waste paint drum(closed)(Under roof)
40 Spill kit(Under roof)
41 Loading/Unloading area(Under roof)
42 Drums of fly ash(closed)
43 Emergency generator with diesel tank
44 Pallets
45 Tote of pressure wash discharge
46 Recyclables dumpster(covered)
47 Covered Pressure wash area containing:
1 sweeper waste hopper
5 scrap metal shavings dumpsters
1 pallet hopper(outside of cover)
AERIS Environmental,Inc. Page 10 of 10