NCS000571_Fact Sheet_20220523

DEQ / DEMLR
FACT SHEET FOR NPDES INDUSTRIAL INDIVIDUAL
STORMWATER PERMIT DEVELOPMENT
Basic Information for Permit Issuance and Renewals:
Permit Writer / Date
Brianna Young 5/23/2022
Permit Number
NCS000571
Owner / Facility Name
Duke Energy Carolinas, LLC / Rogers Energy
Complex (Cliffside Steam Station)
SIC Code / Category
4911 / Electrical Services
Basin Name / Sub -basin number
Broad / 03-08-02
Broad / 03-08-04
Receiving Stream / HUC
Broad River / 030501050506
Suck Creek / 030501050506
Stream Classification / Stream Segment
Broad River / WS-IV / 9-(40.5)
Suck Creek / WS-IV / 9-42
Is the stream impaired [on 303(d) list]?
No
Any TMDLs?
No
Any threatened and/or endangered species?
Yes; Dwarf -flowered Heartleaf has NC and
Federal status of Threatened; "Carolina"
Quillback and Seagreen Darter have NC
status of Significantly Rare
Any compliance concerns?
See Section 2 below
Any permit mods since lastpermit?
See Section 1 below
New expiration date
2027
Comments on Draft Permit?
See Section 6 (below)
Facility Location: Lat: 35'13'08" N; Long: 81°46'03" W
Section 1. Facility Activities and Process:
The Rogers Energy Complex (formerly Cliffside Steam Station) is a coal fired electric
generating facility operated by Duke Energy Carolinas, LLC (Duke Energy). The facility
is located on Duke Power Road, off NC State Road 1002 just south of Cliffside North
Carolina, on the Broad River. The facility currently has two units (Units 5 and 6). Units 1
through 4 were retired in October 2011.
The Broad River supplies the Condenser Cooling Water (CCW) and other service water
systems from the intake located just upstream from the diversion dam on the Broad
River. The pumps have traveling screens for debris removal. Debris collected on the
screens consist of twigs, leaves, and other material indigenous to the river and is flushed
back to the river.
Within the switchyards and buildings, runoff flows over land to ditches and catch basins
and underground piped conveyances. Stormwater from areas with significant materials or
activities is routed through treatment systems prior to discharge. Stormwater runoff from
the plant yards, coal handling areas, coal pile, Units 5 and 6, and the FGD site goes to the
yard drainage basin, effluent from the holding basin is pumped to the ash basin.
Stormwater runoff from the switchyards is routed through oil tank traps prior to
discharge.
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Per an email dated December 9, 2020, SW018A and SW018B were physically removed
on December 2, 2020 as part of the ash storage area closure activity. Per the renewal
application, the following significant changes have occurred since the last issued permit:
• ROS approved for:
o SW001 representative of SW002
o SWO11 representative of SW012
o SW015-13 representative for SW015-1 to SW015-13
o SW016-42" representative for SW016-24", -30", -36", and -54"
o Landfill Drainage-18" representative of Landfill Drainage-2 1", -36", -42"
■ Per original request and info from MRO, -36" should be the
representative outfall, not -18"
■ Based on monitoring data provided, -36" is the ROS as monitoring
for the other outfalls ceases
o SW018A representative of SW018B
• SW007 was plugged
• No industrial activities associated with SW008, SWO10, SW019, and Unit 6
switchyard
• Haul road to the ash landfill was paved
• 3 large basins constructed to collect wastewater and stormwater. Stormwater
runoff received in these basins is processed in the WW treatment system.
Per an email dated 12/28/2021, the Basement Basin is one of the three basins constructed
since the stormwater permit was last issued. The three basins discharge through NPDES
Permit NC0005088 - Outfall 005, and the emergency overflow is also covered in
NC0005088 as outfall 002B for the Basement Basin and Outfall 002C for the Holding
and Aux Storage Basins.
Outfall SW001 (Drainage Area 1)
Drainage Area 1 includes the Unit 5 115 kV switchyard and relay house. The Unit 5
switchyard had ash placed under the gravel when it was constructed in 1970's time
frame. SW001 currently has oil filled transformers and an oil water separator. The
switchyard is fenced and covered with gravel (approximately 1 foot of gravel over a layer
of ash which was used as fill material), relatively flat, and elevated slightly above the
surrounding area. The southern and western perimeters are curbed and ditches divert
runoff around the switchyard. There is approximately 2 acres of gravel area and 1 acre of
paved roadways within the drainage area. Approximately 30% of the drainage area is
impervious. Stormwater runoff flows to a 30,000 gallon oil trap tank.
Outfall SW002 (Drainage Area 2)
Drainage Area 2 includes the Unit 5 239 kV switchyard. The Unit 5 switchyard had ash
placed under the gravel when it was constructed in 1970's time frame. SW002 drains the
upper switchyard that has air cooled transformers plus two small transformers that have
—65 gallons of oil in each. The switchyard is covered with gravel (approximately 1 foot
of gravel over a layer of ash which was used as fill material), relatively flat, and elevated
slightly above the surrounding area. The southern and eastern perimeters are curbed, and
ditches divert runoff around the switchyard. There is approximately 2.7 acres of gravel
area and 1 acre of paved roadways within the drainage area. Approximately 40% of the
drainage area is impervious.
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Outfall SW003 (Abandoned)
Outfall SW003 formerly conveyed stormwater runoff from industrial activities
surrounding the Unit 5 Powerhouse. The outfall was plugged and abandoned around 2010
and all stormwater runoff is conveyed to the lined basement drainage basin (per email
dated 12/28/2021). As long as outfall SW003 does not discharge, no analytical sampling
is required. Any modifications to these outfalls that result in a potential stormwater
discharge associated with past or present industrial activities will require a permit
modification.
Outfall SW004 (Drainage Area 4)
Drainage Area 4 includes Units 1 through 4 switchyards. The switchyard is covered in
gravel, elevated slightly above the surrounding area, and curbed except the northwest
end. Less than 5% of the drainage area is paved. Stormwater runoff from switchgear
equipment flows to a 20,000 gallon oil trap tank.
Outfall SW005 (Drainage Area 5)
Trenches are used to return river water used to wash debris from the intake screens. The
trenches are covered with grating and deigned to prevent run-on from adjacent areas. Per
the 2020 permit renewal application, Unit 1-4 Powerhouse had been converted to a lined
holding cell. Per an email dated 12/28/21, roof drains from Units 1 through 4 turbine
rooms are no longer present as the buildings were removed; part of the French drains still
exist and receive stormwater around the water intake structure (which is SW005). The
12/28/2021 email also stated the basement was converted to the Basement Basin to
receive stormwater and process water discharged though NPDES permit NC0005088.
The Basement Basin is one of three basins constructed since the stormwater permit was
issued. The three basins discharge through NC0005088 Outfall 005. The emergency
overflow is also covered in NC0005088 as outfall 002B for the Basement Basin and
Outfall 002C for the Holding and Auxiliary Storage Basins.
Outfall SW006 (Abandoned)
Outfall SW006 has been abandoned and the drainage area sheet flows to the CCW
discharge canal. Per an email dated 12/28/2021, SW006 had one inlet grating that drained
a small area; part of this area was filled in with the demolition of Units 1 thru 4 and
building the Basement Basin, and the discharge pipe was filled with flowable fill.
As long as outfall SW006 does not discharge, no analytical sampling is required. Any
modifications to these outfalls that result in a potential stormwater discharge associated
with past or present industrial activities will require a permit modification.
Outfall 007 (Abandoned)
Outfall 007 has been abandoned (plugged March 2016) and the drainage area is routed to
the lined basement basin (per email dated 12/28/2021). Formerly an emergency and
drainage basin overflow, mixed with industrial waste. Any modifications to this outfall
that result in a potential stormwater discharge associated with past or present industrial
activities will require a permit modification.
Outfall SW008 (Drainage Area 8)
Drainage Area 8 previously discharged in -stream sand mining wastewater, stormwater
runoff, and wastewater under NPDES permit NCG520000. Operations ceased in 2012
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and there no longer is a discharge. As long as outfall SW008 does not discharge, no
analytical sampling is required. Any modifications to these outfalls that result in a
potential stormwater discharge associated with past or present industrial activities will
require a permit modification.
Outfall SW009 (Drainage Area 9)
Drainage Area 9 includes the inactive Unit 5 ash basin, a soil/stockpile area, a pond, and
three laydown areas. Stormwater runoff is collected and conveyed to a sedimentation
basin. Overflow from the sedimentation basin is conveyed to a rock channel and then
discharged to the Broad River.
Outfall SWO10 (Drainage Area 10)
Drainage Area 10 conveys water from a perennial stream. As long as outfall SWO10 only
conveys water from a perennial stream that starts from the adjoining property, runs under
the switchyard, and enters a channel, no analytical sampling is required. Any
modifications to these outfalls that result in a potential stormwater discharge associated
with past or present industrial activities will require a permit modification.
Outfall SWO11 (Drainage Area 11)
Drainage Area 11 conveys stormwater runoff from a gravel parking area, approximately
13 acres of gravel laydown areas, and approximately 1,500 feet of railroad tracks into a
sedimentation basin. Runoff is conveyed into sediment basin and discharged via pipe.
Outfall SW012 (Drainage Area 12)
Drainage Area 12 includes a gravel parking lot, locomotive storage building, a 600 gallon
oil water separator, a portion of the Unit 6 cooling tower, a portion of the gypsum and fly
ash haul road, and railroad tracks. Stormwater runoff is conveyed to a sediment basin that
discharges to Suck Creek.
Drainage Area 13 (combined with Drainage Area 16, Per previous fact sheet)
Drainage Area 13 was combined with Drainage Area 16. There is no drainage area 13.
Any modifications to these drainage areas that result in a potential stormwater discharge
associated with past or present industrial activities will require a permit modification.
Drainage Area 14 (Sheet flow)
Any modifications to Drainage Area 14 that result in a potential stormwater discharge
associated with past or present industrial activities will require a permit modification.
Outfall SW015 (Drainage Area 15)
SW015 represents a series of 13 high density polyethylene (HDPE) pipes (8 inch
diameter). Drainage Area 15 includes railroad tracks where limestone is loaded/unloaded
from rail cars.
Outfall SW016 (Drainage Area 16)
Drainage Area 16 includes approximately 5,000 feet of railroad tracks, a gravel parking
lot and laydown area, a portion of the haul road to the fly ash/gypsum landfill, and part of
Duke Power Road. SW016 represents a group of outfalls that include five separate
corrugated metal pipe (CMP) outfalls (36 inch, 30 inch, 42 inch, 24 inch, and 54 inch).
Runoff is conveyed into sediment basins.
Page 4 of 14

qwn 1 7
Drainage area includes runoff from an access road leading to the active ash basin. The
road is paved to the intersection with other gravel roads and runoff is collected and
conveyed by roadside ditches.
SW018A (Abandoned)
Drainage areas include runoff from natural areas and access roads leading to the active
ash basin. There is a legacy ash structural fill in the drainage area but it is stabilized with
an earthen cover and vegetated. The roads are mostly gavel throughout the drainage area.
There are currently no industrial activities performed in the drainage area. This structure
was physically removed.
SW018B (Abandoned)
Drainage areas include runoff from natural areas and access roads leading to the active
ash basin. There is a legacy ash structural fill in the drainage area but it is stabilized with
an earthen cover and vegetated. The roads are mostly gravel throughout the drainage
area. There are currently no industrial activities performed in the drainage area. This
structure was physically removed.
SW019 (Closed out)
Drainage area includes runoff from an access road leading to the ash basin outfall
bordered on either side by natural area. The road is paved from the intersection with other
gravel roads and runoff is collected and conveyed by roadside ditches. There are
currently no industrial activities performed in the drainage area. This outfall has been
closed out and the area drains by sheet flow.
Landfill Drainage Area (LDA)
Drainage area has four (4) separate corrugated metal pipe outfalls (18 inch, 42 inch, 36
inch and 21 inch) and consists of approximately 2,000 feet of railroad tracks, a portion of
the haul road to the fly ash/gypsum landfill, exterior landfill slopes, and non -contact
landfill stormwater. Stormwater runoff from inactive cells and exterior slopes drain to a
sedimentation basin and then through one of four (4) separate outfalls. Stormwater runoff
from active cells at the landfill is directed into the leachate collection system, pumped to
the leachate collection basin, then to the ash basin (see below).
Per an email dated 12/28/2021, the landfill would be built in 5 phases, with 4 phases now
having been constructed and 3 phases receiving Coal Combustion Residual (CCR)
material. Phase 4 water is currently considered storm water since it has no contact with
CCR material. When CCR will be placed in cell 4, it will be treated as leachate and
processed thru NPDES wastewater permit NC0005088 - Outfall 005. To maximize land
use, soil is removed from the landfill area during construction and a liner installed on the
side slopes and bottom where the soil was excavated, creating a containment/barrier for
stormwater or CCR contact water (leachate) from ground water. During construction and
until stormwater contacts CCR, it is treated as non -contact stormwater. Once stormwater
contacts CCR it is treated as leachate and processed through NPDES NC0005088. Some
of the landfill phases were engineered to have divider cells to separate stormwater within
the phases until CCR is placed in the cell to reduce the amount of leachate generated. As
CCR is placed in the landfill, the landfill grows in height. Any stormwater that falls on
Page 5 of 14

the outside slope of the landfill is treated as noncontact stormwater since it has not
contacted any CCR material. The stormwater that falls on the inside slope of the landfill
is treated as leachate since it has contacted CCR material. Once the landfill reaches the
engineered height, a liner system will be installed on the top and sides of the landfill in
addition to a protective cover material. Once the landfill is completed and covered, all the
stormwater will be treated as non -contact stormwater.
The 12/28/2021 email also states that stormwater that contacts CCR is treated as leachate.
Per the email, a drainage system in the base of the landfill directs water to a leachate
pump system that removes the water from the landfill. The leachate is pumped to a
concrete leachate basin and then pumped to the Unit 6 process wastewater drain system.
The water is discharged through NPDES permit NC0005088 — Outfall 005 after it is
treated. Per the email, a new WWTP was installed to replace the ash basin Outfall 002,
therefore the outfall description should state that the leachate collection basin is pumped
to the Unit 6 process drains and discharges through NPDES NC0005088 Outfall 005.
Unit 6 Switchyard Area
Drainage area includes the Unit 6 500 kV switchyard. The switchyard is relatively flat
and elevated slightly above the surrounding area. A curb surrounds the southern and
eastern perimeters and ditches divert upland runoff around the switchyard. Drainage from
the 11.8 acres of gravel surface (with access roadways) is conveyed via three concrete
culverts, an 18 inch, 24 inch and 30 inch. The runoff then shallow flows toward the
Broad River.
Laydown Area #2 (LA2)
Stormwater runoff from the area is collected in a sedimentation basin. Overflow would be
conveyed to a nearby stream that feeds into the Broad River, but overflow is not a normal
occurrence. Runoff conveyed into sediment basins is discharged via rock weir.
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 by-products 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, by-product, or waste product. The term excludes areas located on plant lands
separate from the plant's industrial activities, such as office buildings and accompanying
Page 6 of 14

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:
• There is no history of enforcement actions (per BIMS report)
• Per letter dated 10/5/2018, ROS granted for the following:
o SW001 as SW002
o SWOl l as SW012
o SW015-13 as SW015-1 to SW015-013
o SW016-42" as SW016-24", -30", -36", and -54"
o LDA-36" as LDA-18", -21 ", and -42"
o SW018A as SW018B
• Per letter dated 10/5/2018, request to remove outfall pipe associated with
Laydown Area 2, which Mooresville Regional Office approved as the area was
vegetated and no longer in use.
• Per letter dated 7/13/2016, Tier I inspection completed for SW005 and Landfill
Drainage-42"
• Per letter dated 6/29/2016, Tier I inspection completed for SW001, SW004,
SWO11, Landfill Drainage-18", Laydown Area-2
• Per letter dated 1/12/2017, Tier I inspection completed for SW001, SW004,
SWO11
• Per letter dated 2/2/2017, Tier I inspection completed for SW009 and Landfill
Drainage-36"
• Per letter dated 4/26/2017, Tier I inspection completed for SW002 and SW017;
SW001, SW004, and SWOT I were in Tier II status
• Per letter dated 5/15/2017, SW001 and SW004 in Tier III status
• Per letter dated 4/4/2018, SW006 and SW015 are in Tier II status, and SW005 is
in Tier III status
• Per letter dated 3/13/2018, Tier I inspection completed for SW001, SW004,
SW009, SW016-42", Landfill Drainage 36", and Landfill Drainage-42"
• Per letter dated 5/17/2018, SWO11 no longer in Tier status
• Per letter dated 11/15/2018, Tier 3 status implemented at outfall SW004 for
copper. The facility installed MetaLoxx socks in catch basins that collect
stormwater at the outfall.
• In the renewal application, the permittee requested SW001 and SW004
monitoring frequencies be reduced to semi-annual as galvanized metal is within
the switchyards, and measures that were implemented to reduce zinc below
benchmark levels was not enough.
o DEQ response: The monitoring frequency for these outfalls will be listed
in the permit as quarterly, per current policy of the Stormwater Permitting
Program. Any requests for Tier Response Relief should be directed to the
appropriate regional office.
• Compliance with permit benchmarks:
o SW001: Ix TSS, 20x Zinc, Ix Mercury
o SW002: I Zinc
o SW004: Ix TSS, 30x Zinc, 5x Copper, 5x Mercury, Ix PCB
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o SWO05: Ix TSS, 3x Zinc, Ix Copper, Ix Selenium, 3x PCB
o SWO09: Ix pH, Ix TSS, Ix Copper, 2x Mercury
o SWOl l: 3x TSS, 3x Copper, 3x Mercury
o SWO12: Ix TSS
o SWO15: lx Mercury
o SWO16-36: Ix Selenium
o SWO16-42: Ix TSS
o SWO17: 4x TSS, I Copper, I Mercury
o SWO18A: Ix TSS
o Landfill-18: 2x TSS, I Copper, 2x Mercury
o Landfill-36: Ix TSS, Ix Copper, 2x Mercury
o Landfill-42: Ix TSS, 2x Selenium, 2x Mercury
o Laydown-2: 4x Zinc, I Copper
Section 3. Proposed Monitoring for Stormwater Discharges:
The Division considered potential pollutants from past and present industrial activities
(coal-fired electric generation, plant decommissioning, and future ash removal). Unlike
most stormwater permits in its program, the Division is proposing a permit structure with
outfall -specific monitoring for discharges. Parameters are based on potential pollutants
in the drainage area, sampling results, and in some cases, dependent upon future activities
(e.g., ash removal through the drainage area).
Unlike most stormwater permits in its program, the Division is proposing a permit
structure with outfall-specific monitoring for discharges. Parameters are based on
potential pollutants in the drainage area, sampling results, and in some cases, dependent
upon future activities (e.g., ash removal through the drainage area). Below are tables of
the proposed monitoring for each outfall at the Rogers Energy Complex site.
Outfalls SWO04 and SWO05
Total Suspended Solids
Quarterly monitoring
(TSS)
BASIS: Potential pollutant from drainage area and BMP
effectiveness indicator
pH
Quarterly monitoring
BASIS: Pollutant indicator and important to interpreting
toxicity potential of metals
Total Rainfall
Quarterly monitoring
BASIS: Discharge potential indicator
Non -Polar Oil &Grease
Quarterly monitoring
BASIS: Potential pollutant from lubricants; Method 1664
SGT-HEM targets petroleum -based O&G
Monthly Oil Usage
Quarterly monitoring
BASIS: Potential pollutant from drainage area
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PCBs
Quarterly monitoring
BASIS: Switchyards present in the drainage area
Priority Pollutant Metals:
Quarterly monitoring
Cu, Hg, Se, and Zn
BASIS: Coal combustion waste (CCW) constituents;
Outfalls will be impacted by Coal Ash Excavation
Total Hardness
Quarterly monitoring
BASIS: Monitoring is required for hardness dependent
metals
Outfalls SW001, SW002, SW009, SWO11, SW012, SW015,
SW016, SW017, and Landfill Drainage Area
Total Suspended Solids
Quarterly monitoring
(TSS)
BASIS: Potential pollutant from drainage area and BMP
effectiveness indicator.
pH
Quarterly monitoring
BASIS: Pollutant indicator and important to interpreting
toxicity potential of metals.
Total Rainfall
Quarterly monitoring
BASIS: Discharge potential indicator
Non -Polar Oil &Grease
Quarterly monitoring
BASIS: Potential pollutant from lubricants; Method 1664
SGT-HEM targets petroleum -based O&G
Monthly Oil Usage
Quarterly monitoring
BASIS: Potential pollutant from drainage area
Priority Pollutant Metals:
Quarterly monitoring
Ag, As, Be, Cd, Cr, Cu,
BASIS: Coal combustion waste (CCW) constituents.
Hg, Ni, Pb, Sb, Se, Tl,
Outfalls will be impacted by Coal Ash Excavation.
and Zn
Boron
Quarterly monitoring
BASIS: Coal combustion waste (CCW) constituent / coal
tracer. Outfalls will be impacted by Coal Ash Excavation.
Total Hardness
Quarterly monitoring
BASIS: Monitoring is required for hardness dependent
metals
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
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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:
Parameter
Benchmark
Basis
Antimony Total
340 /L
ECOTOX database, '/2 FAV
Arsenic Total
340 /L
Acute Aquatic Criterion, '/2 FAV
Beryllium Total
65 /L
Acute Aquatic Criterion, '/2 FAV
Boron
34,000 µg/L
CCW/Coal constituent; Narrative National
Recommended Water Quality Criterion
Cadmium Total
3 /L
Acute Aquatic Criterion, '/2 FAV
'/2 FAV, based on (Cr III + Cr VI) acute
Chromium (Total)
905 µg/L
thresholds and assumption that industrial
activities here are not a source of hexavalent
chromium
Copper Total
10 /L
Acute Aquatic Criterion, '/2 FAV
Lead Total
75 /L
Acute Aquatic Criterion, '/2 FAV
Mercury (Total)
12 ng/L
CCW/Coal Constituent; Hg influenced by
regional transport and wet deposition
Nickel (Total)
335 µg/L
Acute Aquatic Criterion, '/2 FAV
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Selenium is a bio-accumulative metal;
Selenium (Total)
5 µg/L
Recommend using the current chronic 02B
standards for freshwater 5 /L
Silver Total
0.3 /L
Acute Aquatic Criterion, 1/2 FAV
Thallium (Total)
2,000 µg/L
CCW/Coal constituent; National Recommended
Human Health Criterion
Zinc Total
126 /L
Acute Aquatic Criterion, 1/2 FAV
The aquatic life standard is 0.001 µg/L. The
There shall be
detection limits for Arochlors 1016, 1221, 1232,
PCBs
no discharge of
1242, 1248, 1254, 1260, and 1262 are 1 µg/L.
PCB
Because PCBs cannot be quantified below the
compounds
detection limit, any detection is considered an
exceedance of the benchmark.
Total Suspended
100 mg/L
National Urban Runoff Program (NURP) Study,
Solids TSS
1983
H
6 s.u. — 9 s.u.
NC Water Quality Standard (Range)
Non -Polar Oil &
Review of other state's daily maximum
Grease, EPA
15 mg/L
benchmark concentration for this more targeted
Method 1664
O&G; NC WQS that does not allow oil sheen in
SGT-HEM
waters
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.
Mercury Monitoring Requirements: The proposed permit requires mercury to be
measured in stormwater samples by EPA Method 1631E, which can detect levels as low
as 0.5 ng/l. This requirement is consistent with recent federal rule -making that requires
NPDES permittees to monitor discharges with sufficiently sensitive test procedures
approved under 40 CFR § 136. Modifications to 40 CFR § 122.44(i) require a method that
has a minimum level (ML) at or below the effluent limit (not applicable here), or the
lowest minimum level (ML) of EPA approved analytical methods for the measured
parameter. Based on results, Method 1631E will be required to quantify levels in these
discharges. NC DEMLR understands that this method is more costly and requires a more
intensive sampling protocol than most other parameters.
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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.
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. This site may trigger this requirement during
demolition or ash removal activities.
• Proposed federal regulations will 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 3. Changes from previous permit to draft:
• Monitoring increased from semi-annually to quarterly for all parameters
(qualitative and quantitative)
• "No discharge" clarifications made
• 'No
requirement added
• Boilerplate language moved into body of the permit; boilerplate no longer
attached
• Monitoring for total hardness added for all outfalls as monitoring for hardness
dependent metals is required
• Monitoring for SW018A, SW018B, and Laydown Drainage Area 2 have been
removed as the outfalls are now inactive
• Benchmark values added for Boron and Mercury
Page 12 of 14

• Benchmarks updated for parameters per guidance from DWR Standards group on
stormwater benchmarks
Section 4. Changes from draft to final:
• SWO02 moved from Table 1 to Table 2 per additional information received from
permittee
• PCB monitoring
• SWO14 changed to Drainage Area 14 under "Additional Outfalls" per permittee
comments
• Laydown Area 2 moved from "Additional Outfalls" to Table 2 per permittee
comments
Section 5. Discussions with the Facility and Regional Office:
• Initial contact with facility made: 11/15/2021
• Draft sent to Regional Office: 1/20/2022
• Submitted for public notice: 2/23/2022
• Final permit sent for supervisor signature: 6/XX/2022
Section 6. Comments received on draft permit:
James Moore (DEQ MRO; via email 2/18/22)
• Based on the inspection all outfalls in the 2022 renewal are active. With the
amount of coal ash being removed and placed in the lined landfill in 2021/2022 it
will be interesting comparing analytical results to 2020 later this year. Also I
would recommend Tier relief for the outfalls across the river from the switchyard
area. Please call if you want to discuss.
• Paul Draovitch is no longer the contact person. I would send to Elizabeth Glenn
or ask her who is the new business unit head.
Elizabeth Glenn (Duke Energy; via email 3/24/22):
• Page 9 of 40, B-12: Request that online certification recorded under an
employee's ID serve as the required signature. Duke Energy conducts employee
training via Computer Based Trainings (CBTs). Access to CBTs are specific to an
employee's Duke Energy assigned ID, therefore completion of the training is
tracked and logged under the individual's ID.
o DEQ response: This is standard language included in all NPDES
stormwater individual industrial permits. As long as a list of employees
trained can be provided upon request, and the IDs match to specific
employees, Duke Energy may use IDs to track employee training.
• Page 12 of 40, D-1 (b): Clarification on what equipment is included in the motor
oil and hydraulic oil for the facility. Rogers has a multitude of oil -filled
equipment contained in the powerhouse. If this equipment were to leak and enter
Page 13 of 14

a drain, it would be captured in the station's wastewater system tracked via the
NPDES Wastewater permit.
o DEQ response: Tracking should be kept for any equipment that utilizes
motor oil and hydraulic oil.
• Page 13 of 40, Table 1: Clarification on the NCOIL parameter as to if the 55
gallon usage is per drainage area or for the entire facility. As stated in comment
2., the majority of oil at Rogers is contained within the powerhouse and does not
pose a stormwater risk.
o DEQ response: The reference to 55-gallon usage is meant for the entire
site, not just within a specific drainage area.
• Page 13 of 40, Table 1: Removal of Outfall SW002 and addition to Table 2.
o DEQ response: Based on additional information received, SW002 has
been moved from Table 1 to Table 2 as coal ash is present under a layer of
gravel in the switchyard.
• Page 13 of 40, Polychlorinated biphenyls (PCBs): In previous permits, a footnote
was included for PCB sampling providing relief from further sampling if results
demonstrate non -detect levels.
o DEQ response: As PCBs have the potential to be discharged, monitoring
is now required.
• Page 15 of 40, Table 2: Laydown Area #2 is not listed. This area consists of an
old sediment basin from the construction of Unit 6. The sediment basin was never
removed and the riser structure discharges to an unnamed tributary.
o DEQ response: Laydown Area #2 has been added to Table 2.
• Page 14 & 15 of 40, Table 1 & 2: Mercury footnote absent. The current permit
has foot notes that a benchmark exceedance for mercury will not trigger a tier
response. Request that this footnote be added.
o DEQ response: The policy regarding mercury monitoring has been
modified. Mercury is now a required monitoring parameter with an
applicable benchmark as it has the potential to be discharged.
• Page 17 of 40, Additional Outfalls: Laydown #2 area is not abandoned and
SW014 does not exist.
o DEQ response: The permit has been amended to reflect Drainage Area 14
and not SW014. Laydown Area #2 has been added to Table 2.
Page 14 of 14

Name
Category
Scientific
Name
Common
Name
NC Status
Federal
Status
Data
Sensitive
Element
Element
Occurrence
ID
Last
Observatio
n
Element
Occurrence
Status
Element
Occurrence
Rank
Accuracy
Survey Site
State Rank
Global
Rank
Acreage
Update
Date
Natural
Dry-Mesic
N
36221
2015
Current
C
2-High
Cliffside
S3
G3G4
169.89
2021-10-04
Community
Basic Oak--
Station -
Hickory
Duke
Forest
Energy
(Piedmont
Subtype)
Plant
Hexastylis
Dwarf-
T
T
N
26982
2016-06-20
Current
A
2-High
Cliffside
S3
G3
30.56
2021-10-04
naniflora
flowered
Steam
Heartleaf
Station ;
South
Shore
Cliffside
Steam
Station Ash
Basin
Transplant
;USFWS
Flex Fund
Monitoring
Site 7

Name
Category
Scientific
Name
Common
Name
NC Status
Federal
Status
Data
Sensitive
Element
Element
Occurrence
ID
Last
Observatio
n
Element
Occurrence
Status
Element
Occurrence
Rank
Accuracy
Survey Site
State Rank
Global
Rank
Acreage
Update
Date
Animal
Carpiodes
"Carolina"
SR
N
32447
2004-07-15
Current
E
3-Medium
BRD/Broad
S2
GNR
245.27
2021-10-04
sp. cf.
Quillback
River
cypnnus
Animal
Etheostom
Seagreen
SR
N
32479
2018-10-03
Current
E
3-Medium
BRD/Broad
S3
G4
241.61
2021-10 04
a
Darter
River
thalassinu
m

LOCAL*10
StarNews I The Dispatch I Times -News PO Box 631245 Cincinnati, OH 45263-1245
Sun Journal I The Daily News I The Star
The Free Press I Gaston Gazette
PROOF OF PUBLICATIONNORTH
CAROLINA
ENVIRONMENTAL
MANAGEMENT
COMMISSION INTENT TO
Brenda Harris
ISSUE
MINERAL & LAND RESOURCES
NPDES TER
RGESTOPERMITS
DISCHARGE PERMITS
NC Deq Dept Energy
The North Carolina Environ-
1612 Mail Service CTR
mental Management
Commission proposes to
Raleigh NC 27699-1600
issue NPDES stormwater
discharge permit(s) to the
person(s) listed below.
Public comment or obiection
STATE OF NORTH CAROLINA, COUNTY OF CLEVELAND
to the draft permits is
invited. Written comments
regarding the proposed
The Star, a newspaper printed and published in the city of Shelby,
P P Y Y
permit will be accepted until
30 days after the publish date
and of general circulation in the County of Cleveland, State of
of this notice and considered
North Carolina, and personal knowledge of the facts herein state
P 9
in the final determination
regarding issuance
and that the notice hereto annexed was Published in said
permit
and permit provisions. The
newspapers in the issue dated:
Director of the NC Division
of Energy, Mineral, and
Land Resources (DEMLR)
04/13/2022
may hold a public hearing
should there be a significant
degree of public interest.
and that the fees charged are legal.
Please mail comments
Sworn to and subscribed before on 04/13/2022
and/or information requests
to DEMLR at 1612 Mail
Service Center, Raleigh, NC
27699-1612.
• Duke Energy Carolinas,
LLC [526 South Church
Street, Charlotte, NC 282021
has requested renewal of
permit NCS000571 for the
Rogers Energy Complex
(Cliffside Steam Station) in
Cleveland County. This facil-
ity discharges to Suck Creek
in the Broad River Basin.
'!
AptInterested
persons may visit
f
DEMLR at 512 N. Salisbury
street, Raleigh, NC 27604 to
Legal Clerk
review information on file.
Additional information on
NPDES permits and this
notice may be found on our
Notary, a W County of Brown
website:
https://deq.nc.gov/about/divis
/about/divis
ions/energy-mineral-and-
�)-7
7
nd-resou rces/stor m wa-
My commision expires
ter/stormwater-
program/stormwater-publ i c-
Publication Cost: $0.00
notices, or by contacting
Brianna Young at
Order No: 7167943
Brianna.Young®ncdenr.gov
# of Copies:
or 919-707-3647.
Customer No: 645103 1
April 13, 2022 #7167943
PO #:
THIS IS NOT AN INVOICE!
Please do not use this form for payment remittance,
SARAH BERTELSEN
Notary Public
State of Wisconsin
E! Page 1 of 1

4/18/22, 2:54 PM https://www.ncnotices.com/DetaiIsPrint.aspx?SID=pfwtbvszuupdoglo2ixedkyq&ID=214340
Star (Shelbv). The
Publication Logo
Unavailable
Publication Name:
Star (Shelby), The
Publication URL:
Publication City and State:
Shelby, NC
Publication County:
Cleveland
Notice Popular Keyword Category:
Notice Keywords:
ncs000571
Notice Authentication Number:
202204181346442714812
2510867466
Notice URL:
Back
Notice Publish Date:
Wednesday, April 13, 2022
Notice Content
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION INTENT TO ISSUE NPDES STORMWATER DISCHARGE PERMITS The North
Carolina Environmental Management Commission proposes to issue NPDES stormwater discharge permit(s) to the person(s) listed below.
Public comment or objection to the draft permits is invited. Written comments regarding the proposed permit will be accepted until 30 days
after the publish date of this notice and considered in the final determination regarding permit issuance and permit provisions. The Director
of the NC Division of Energy, Mineral, and Land Resources (DEMLR) may hold a public hearing should there be a significant degree of public
interest. Please mail comments and/or information requests to DEMLR at 1612 Mail Service Center, Raleigh, NC 27699-1612. • Duke Energy
Carolinas, LLC [526 South Church Street, Charlotte, NC 28202] has requested renewal of permit NCS000571 for the Rogers Energy Complex
(Cliffside Steam Station) in Cleveland County. This facility discharges to Suck Creek in the Broad River Basin. Interested persons may visit
DEMLR at 512 N. Salisbury street, Raleigh, NC 27604 to review information on file. Additional information on NPDES permits and this notice
may be found on our website: https://deq.nc.gov/about/divisions/energy-mineral-and-land-resources/stormwater/stormwater-
program/stormwater-public-notices, or by contacting Brianna Young at [e-mail] or 919-707-3647. April 13, 2022
#7167943
Back
https://www.ncnotices.com/DetailsPrint.aspx?SID=pWbvszuupdoglo2ixedkyq&ID=214340 1/1

4/18/22, 2:52 PM https://www.ncnotices.com/DetailsPrint.aspx?SID=pfwtbvszuupdoglo2ixedkyq&ID=189420
Star (Shelbv). The
Publication Logo
Unavailable
Publication Name:
Star (Shelby), The
Publication URL:
Publication City and State:
Shelby, NC
Publication County:
Cleveland
Notice Popular Keyword Category:
Notice Keywords:
ncs000571
Notice Authentication Number:
202204181346289868649
2510867466
Notice URL:
Back
Notice Publish Date:
Monday, February 28, 2022
Notice Content
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION INTENT TO ISSUE NPDES STORMWATER DISCHARGE PERMITS The North
Carolina Environmental Management Commission proposes to issue NPDES stormwater discharge permit(s) to the person(s) listed below.
Public comment or objection to the draft permits is invited. Written comments regarding the proposed permit will be accepted until 30 days
after the publish date of this notice and considered in the final determination regarding permit issuance and permit provisions. The Director
of the NC Division of Energy, Mineral, and Land Resources (DEMLR) may hold a public hearing should there be a significant degree of public
interest. Please mail comments and/or information requests to DEMLR at 1612 Mail Service Center, Raleigh, NC 27699-1612. • Duke Energy
Carolinas, LLC [526 South Church Street, Charlotte, NC 28202] has requested renewal of permit NCS000571 for the Rogers Energy Complex
(Cliffside Steam Station) in Cleveland County. This facility discharges to Suck Creek in the Broad River Basin. Interested persons may visit
DEMLR at 512 N. Salisbury street, Raleigh, NC 27604 to review information on file. Additional information on NPDES permits and this notice
may be found on our website: https://deq.nc.gov/about/divisions/energy-mineral-and-land-resources/stormwater/stormwater-
program/stormwater-public-notices, or by contacting Brianna Young at [e-mail] or 919-707-3647. Feb 28, 2022
#6974406
Back
https://www.ncnotices.com/DetailsPrint.aspx?SID=pWbvszuupdoglo2ixedkyq&ID=189420 1/1

Young, Brianna A
From: Glenn, Elizabeth <[e-mail]>
Sent: Thursday, March 24, 2022 3:36 PM
To: Young, Brianna A
Subject: RE: [EXTERNAL] Rogers Energy Complex (NCS000571) Draft Permit
Attachments: Cliffside ISW Comments 032422.pdf
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Brianna —
Please accept comments for the Rogers Energy Complex Draft Permit.
If you have any questions, please feel free to contact me.
Thank you,
J. Elizabeth Glenn
Permitting & Compliance
Duke Energy, Environmental Services
Office: [phone]
From: Young, Brianna A <[e-mail]>
Sent: Wednesday, February 23, 2022 2:08 PM
To: Bednarcik, Jessica L <Jessica.Bed [e-mail]>; Glenn, Elizabeth <[e-mail]>
Cc: Khan, Zahid <[e-mail]>; Moore, James <[e-mail]>; Kay, Lily C
<[e-mail]>
Subject: [EXTERNAL] Rogers Energy Complex (NCS000571) Draft Permit
Good afternoon,
Attached is the draft permit for the Rogers Energy Complex (Cliffside Steam Station) (NCS000571). This draft permit will
be submitted for public notice. Please provide any comments on this draft permit by March 25, 2022.
Thank you,
Brianna Young, MS (she/her)
Industrial Individual Permits Coordinator
Stormwater Program
NC DEQ/ Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail] (e-mail preferred during State of Emergency)
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. Many employees are working remotely or are on staggered shifts.
To accommodate these staffing changes, all DEQ office locations are limiting public access to appointments only. 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.

Rogers Energy Complex (Cliffside)
ISW Draft Permit Comments
March 8, 2022
NCS000571
1. Page 9 of 40, B-12: Request that online certification recorded under an employee's ID serve as
the required signature. Duke Energy conducts employee training via Computer Based Trainings
(CBTs). Access to CBTs are specific to an employee's Duke Energy assigned ID, therefore
completion of the training is tracked and logged under the individual's ID.
2. Page 12 of 40, D-1 (b): Clarification on what equipment is included in the motor oil and
hydraulic oil for the facility. Rogers has a multitude of oil -filled equipment contained in the
powerhouse. If this equipment were to leak and enter a drain, it would be captured in the
station's wastewater system tracked via the NPDES Wastewater permit.
3. Page 13 of 40, Table 1: Clarification on the NCOIL parameter as to if the 55 gallon usage is per
drainage area or for the entire facility. As stated in comment 2., the majority of oil at Rogers is
contained within the powerhouse and does not pose a stormwater risk.
4. Page 13 of 40, Table 1: Removal of Outfall SWO02 and addition to Table 2.
S. Page 13 of 40, Polychlorinated biphenyls (PCBs): In previous permits, a footnote was included
for PCB sampling providing relief from further sampling if results demonstrate non -detect levels.
6. Page 15 of 40, Table 2: Laydown Area #2 is not listed. This area consists of an old sediment
basin from the construction of Unit 6. The sediment basin was never removed and the riser
structure discharges to an unnamed tributary.
7. Page 14 & 15 of 40, Table 1 & 2: Mercury Foot note absent. The current permit has foot notes
that a benchmark exceedance for mercury will not trigger a tier response. Request that this
footnote be added.
8. Page 17 of 40, Additional Outfalls: Laydown #2 area is not abandoned and SWO14 does not
exist.

Compliance Inspection Report
Permit: NCS000571 Effective: 10/01/15 Expiration: 09/30/20 Owner: Duke Energy Carolinas LLC
SOC: Effective: Expiration: Facility: Rogers Energy Complex(Cliffside Steam Statioi
County: Cleveland 573 Duke Power Rd
Region: Mooresville
Mooresboro NC 28114
Contact Person: Elizabeth Glenn Title: Phone: [phone]
Directions to Facility:
Off of NC State Road 1002 just south of Cliffside, NC, on the Broad River.
System Classifications: SWNC,
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 02/16/2022 Entry Time 01:OOPM
Primary Inspector: James D Moore
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: Stormwater Discharge, Individual
Facility Status: Compliant ❑ Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Exit Time: 03:OOPM
Phone: [phone]
Inspection Type: Compliance Evaluation
Page 1 of 3

Permit: NCS000571 Owner - Facility: Duke Energy Carolinas LLC
Inspection Date: 02/16/2022 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Based on the inspection all outfalls included in the 2022 renewal are active. The outfalls across the river from the switchyard
area would be candidates for Tier relief.
Page 2 of 3

Permit: NCS000571 Owner - Facility: Duke Energy Carolinas LLC
Inspection Date: 02/16/2022 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Permit and Outfalls
# 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 included in the 2022 renewal are active.
Yes No NA NE
■❑❑❑
■❑❑❑
■❑❑❑
■❑❑❑
Page 3 of 3

Young, Brianna A
From: Moore, James
Sent: Friday, February 18, 2022 1:55 PM
To: Young, Brianna A; Kay, Lily C; Khan, Zahid
Cc: Gigante, Matthew J
Subject: RE: Rogers Energy Complex (Formerly Cliffside Steam Station) (NCS000571)
Attachments: Cliffside NCS000571.pdf
Based on the inspection all outfalls in the 2022 renewal are active,. With the amount of coal ash being removed and
placed in the lined landfill in 2021/2022 it will be interesting comparing analytical results to 2020 later this year. Also I
would recommend Tier relief for the outfalls across the river from the switchyard area. Please call if you want to discuss.
Paul Draovitch is no longer the contact person. I would send to Elizabeth Glenn or ask her who is the new business unit
head.
James Moore
704.677.0269
From: Young, Brianna A
Sent: Thursday, January 20, 2022 9:31 AM
To: Moore, James <[e-mail]>; Kay, Lily C <[e-mail]>; Khan, Zahid
<[e-mail]>
Subject: Rogers Energy Complex (Formerly Cliffside Steam Station) (NCS000571)
Good morning,
Attached is the draft permit and fact sheet for the Rogers Energy Complex (Formerly Cliffside Steam Station)
(NCS000571). Please review and provide any comments by February 201h. If necessary, also perform a site inspection for
this facility and provide the inspection report with your comments by February 201h. Please let me know if you have any
questions.
Thank you,
Brianna Young, MS (she/her)
Industrial Individual Permits Coordinator
Stormwater Program
NC DEQ/ Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail] (e-mail preferred during State of Emergency)
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. Many employees are working remotely or are on staggered shifts.
To accommodate these staffing changes, all DEQ office locations are limiting public access to appointments only. 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.

Compliance Inspection Report
Permit: NCS000571 Effective: 10/01/15 Expiration: 09/30/20 Owner: Duke Energy Carolinas LLC
SOC: Effective: Expiration: Facility: Rogers Energy Complex(Cliffside Steam Statioi
County: Cleveland 573 Duke Power Rd
Region: Mooresville
Mooresboro NC 28114
Contact Person: Elizabeth Glenn Title: Phone: [phone]
Directions to Facility:
Off of NC State Road 1002 just south of Cliffside, NC, on the Broad River.
System Classifications: SWNC,
Primary ORC: Certification: Phone:
Secondary ORC(s):
On -Site Representative(s):
Related Permits:
Inspection Date: 02/16/2022 Entry Time 01:OOPM
Primary Inspector: James D Moore
Secondary Inspector(s):
Reason for Inspection: Routine
Permit Inspection Type: Stormwater Discharge, Individual
Facility Status: Compliant ❑ Not Compliant
Question Areas:
Storm Water
(See attachment summary)
Exit Time: 03:OOPM
Phone: [phone]
Inspection Type: Compliance Evaluation
Page 1 of 3

Permit: NCS000571 Owner - Facility: Duke Energy Carolinas LLC
Inspection Date: 02/16/2022 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Inspection Summary:
Based on the inspection all outfalls included in the 2022 renewal are active. The outfalls across the river from the switchyard
area would be candidates for Tier relief.
Page 2 of 3

Permit: NCS000571 Owner - Facility: Duke Energy Carolinas LLC
Inspection Date: 02/16/2022 Inspection Type: Compliance Evaluation Reason for Visit: Routine
Permit and Outfalls
# 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 included in the 2022 renewal are active.
Yes No NA NE
■❑❑❑
■❑❑❑
■❑❑❑
■❑❑❑
Page 3 of 3

Young, Brianna A
From: Glenn, Elizabeth <[e-mail]>
Sent: Tuesday, December 28, 2021 8:38 AM
To: Young, Brianna A
Subject: FW: [EXTERNAL] Questions on Rogers Energy Complex (NCS000571)
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Brianna —
Please see the responses below. Multiple folks have contributed, so please let me know if some of the response are
unclear.
Thank you and Happy New Year.
J. Elizabeth Glenn
Permitting & Compliance
Duke Energy, Environmental Services
Office: [phone]
From: Young, Brianna A <[e-mail]>
Sent: Thursday, December 16, 2021 6:19:28 PM
To: Glenn, Elizabeth <[e-mail]>
Subject: [EXTERNAL] Questions on Rogers Energy Complex (NCS000571)
Good evening Elizabeth,
I am reviewing the renewal application for the Rogers Energy Complex (formerly Cliffside) (NCS000571) and had a few
questions.
Lined basement basin — Is this the 3 large basins constructed that were mentioned in the application as changes since
last permit? In addition, the application states a discharge would occur if a significant rainfall event generated enough
runoff to overtop the holding pond. However, no outfall coordinates for were provided . Can you provide more
information on this potential discharge? The Basement Basin is one of the three basins constructed since the
stormwater permit was issued. The three basins discharge thru NPDES Permit NC0005088 - Outfall 005. The
emergency overflow is also covered in the NPDES Permit NC0005088 as outfall 002B for the Basement Basin and Outfall
002C for the Holding & Aux Storage Basins.
Outfall SWO05 (Drainage Area 5) — information in the permit file states roof drainage from Units 1 through 4 turbine
rooms is discharged via French drains, and the renewal application states the discharge has been converted to flow to
lined holding cell. Can you confirm where the discharge from this outfall flows or provide more information on flow from
Units 1 through 4? The buildings associated with Units 1-4 have been demolished and the basement was converted to
the Basement Basin to received stormwater and process water that is discharged thru the NPDES permit
NC0005088. The roof drains from Units 1 thru 4 do not exist since the buildings were removed. Part of the French
drains still exist and receives stormwater around the water intake structure which is SW005.

Outfall SWO06 — Information in the permit file states this outfall was abandoned and the drainage area is largely routed
to the yard sump, however the renewal application sates the drainage area sheet flows to the discharge canal. Can you
confirm where the discharge from this outfall flows? SWO06 had one inlet grating that drained a small area. Part of
this area was filled in with the demolition of Units 1 thru 4 and building the Basement Basin. The discharge pipe was
filled with flowable fill. SWO06 drainage area sheet flows to the CCW discharge canal which goes to the Broad River.
Landfill Drainage Area —The application states non -contact landfill stormwater is discharged from here. Can you provide
any additional information on this? In addition, information in the permit file states stormwater runoff from active cells
at the landfill is directed into the leachate collection system, pumped to the leachate collection basin, then to the ash
basin; however, this is not stated in the current permit renewal application. Is this process still in place? The landfill at
Rogers Energy Complex will be built in 5 phases. Currently, 4 phases have been constructed and 3 phases are receiving
Coal Combustion Residual (CCR) material. Phase 4 water is currently considered storm water since it has no contact
with CCR material. When CCR will be placed in cell 4, it will be treated as leachate and processed thru NPDES
NC0005088 - Outfall 005. To maximize land use, soil is removed from the landfill area during construction and a liner is
installed on the side slopes and bottom where the soil was excavated. This creates a containment / barrier for
stormwater or CCR contact water (leachate) from ground water. During construction and until stormwater contacts CCR
it is treated as non contact stormwater. Once the stormwater contacts CCR it is treated as leachate and is processed
thru the NPDES NC0005088. Some of the landfill phases were engineered to have divider cells to separate stormwater
within the phases until CCR is placed in the cell to reduce the amount of leachate generated. As the CCR is placed in the
landfill, the landfill grows in height. Any stormwater that falls on the outside slope of the landfill is treated as non -
contact stormwater since it has not contacted any CCR material. The stormwater that falls on the inside slope of the
landfill is treated as leachate since it has contacted CCR material. Once the landfill reaches the engineered height, a
liner system will be installed on the top and sides of the landfill in addition to a protective cover material. Once the
landfill is completed and covered, all the stormwater will be treated as non -contact stormwater.
Stormwater that contacts CCR is treated as leachate. A drainage system in the base of the landfill directs water to a
leachate pump system that removes the water from the landfill. The leachate is pumped to a concrete leachate basin
and then pumped to Unit 6 process waste water drain system. The water is discharged thru NPDES permit NC0005088
— Outfall 005 after it is treated. A new waste water treatment plant was installed to replace the ash basin Outfall
002. The description should state that the leachate collection basin is pumped to the Unit 6 process drains and
discharges thru NPDES NC0005088 Outfall 005.
Please let me know if you need anything further concerning these questions.
Thank you,
Brianna Young, MS (she/her)
Industrial Individual Permits Coordinator
Stormwater Program
NC DEQ/ Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail] (e-mail preferred during State of Emergency)
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. Many employees are working remotely or are on staggered shifts.
4

To accommodate these staffing changes, all DEQ office locations are limiting public access to appointments only. 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.

Young, Brianna A
From: Young, Brianna A
Sent: Wednesday, December 15, 2021 10:44 AM
To: Glenn, Elizabeth
Subject: RE: [External] Cliffside Steam Station - Outfall 104
Elizabeth,
Yes, my email was in reference to the note you made previously about moving an outfall from the wastewater permit to
the stormwater permit. If that change is no longer occurring, then the permit review can continue.
Thank you,
Brianna Young, MS (she/her)
Industrial Individual Permits Coordinator
Stormwater Program
NC DEQ/ Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail] (e-mail preferred during State of Emergency)
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. Many employees are working remotely or are on staggered shifts.
To accommodate these staffing changes, all DEQ office locations are limiting public access to appointments only. 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: Glenn, Elizabeth <[e-mail]>
Sent: Wednesday, December 15, 2021 10:34 AM
To: Young, Brianna A <[e-mail]>
Subject: RE: [External] Cliffside Steam Station - Outfall 104
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Brianna —
I am confused by your email. If you are referring to the email below about the potential new outfall, the decision has
been made to wait on the conversion.
The only items that would have changed from the original renewal application are the quantitative and qualitative
monitoring and the attached email correspondence. The updated monitoring data has been sent to you and the email
correspondence should be in the permit file.
If additional submittals are required, please advise.

Thank you,
J. Elizabeth Glenn
Permitting & Compliance
Duke Energy, Environmental Services
Office: [phone]
From: Young, Brianna A <[e-mail]>
Sent: Wednesday, December 15, 2021 10:00 AM
To: Glenn, Elizabeth <[e-mail]>
Subject: RE: [External] Cliffside Steam Station - Outfall 104
Hello Elizabeth,
I wanted to check in to see if you happen to have a timeframe of when the updated renewal application would be
submitted? I am holding further review of the permit renewal until this information is received.
Thank you,
Brianna Young, MS (she/her)
Industrial Individual Permits Coordinator
Stormwater Program
NC DEQ/ Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail] (e-mail preferred during State of Emergency)
919-707-3647 (office)
Mailing address: 1612 Mail Service Center, Raleigh, INC 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. Many employees are working remotely or are on staggered shifts.
To accommodate these staffing changes, all DEQ office locations are limiting public access to appointments only. 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: Wednesday, December 1, 2021 1:12 PM
To: Glenn, Elizabeth <[e-mail]>
Subject: RE: [External] Cliffside Steam Station - Outfall 104
Hello Elizabeth,
Yes, addressing the new outfall during the permit renewal process would be the easiest course so a modification to the
stormwater permit would not be needed later. If you can submit updated information, I will review the request for the
new outfall along with renewing the existing permit. Please let me know if you have any questions.
Thank you,
Brianna Young, MS (she/her)

Industrial Individual Permits Coordinator
Stormwater Program
NC DEQ/ Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail] (e-mail preferred during State of Emergency)
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. Many employees are working remotely or are on staggered shifts.
To accommodate these staffing changes, all DEQ office locations are limiting public access to appointments only. 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: Glenn, Elizabeth <[e-mail]>
Sent: Wednesday, December 1, 2021 12:49 PM
To: Young, Brianna A <[e-mail]>
Subject: FW: [External] Cliffside Steam Station - Outfall 104
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Brianna —
While we are emailing on Cliffside, I wanted to discuss the email chain below. As Sergei stated, the outfall would not be
removed from the wastewater permit until the stormwater permit housed the outfall or your department agreed it could
be added to the permit.
Since it appears you may be working on completing the Cliffside renewal, would now be the best time to pursue this
effort? We could submit an update to the permit renewal application to include the proposed SW outfall.
Thankyou!
J. Elizabeth Glenn
Permitting & Compliance
Duke Energy, Environmental Services
Office: [phone]
Cell: [phone]
From: Clark, Paul <[e-mail]>
Sent: Tuesday, October 26, 20213:30 PM
To: Glenn, Elizabeth <[e-mail]>; Chernikov, Sergei <[e-mail]>
Cc: Dowden, Doug <[e-mail]>; Young, Brianna A <[e-mail]>
Subject: RE: [External] Cliffside Steam Station - Outfall 104
Elizabeth,
Hi. I'm copying Briana Young as she is the NPDES industrial individual permits coordinator. She will work with you in
making modifications needed to your stormwater permit. Thx.

Paul Clark
Water Supply Watershed Protection Coordinator
Stormwater Program
Division of Energy, Mineral, and Land Resources
Department of Environmental Quality
[phone]
[e-mail]
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. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. 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.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
Before printing this email, please consider your budget and the environment.
https.Ildeg. nc. goylsw
From: Glenn, Elizabeth <[e-mail]>
Sent: Tuesday, October 26, 2021 3:04 PM
To: Chernikov, Sergei <[e-mail]>; Clark, Paul <[e-mail]>
Cc: Dowden, Doug <[e-mail]>
Subject: RE: [External] Cliffside Steam Station - Outfall 104
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Sergei —
I appreciate your quick response and guidance. We will follow the process you have outlined below.
Thankyou!
J. Elizabeth Glenn
Permitting & Compliance
Duke Energy, Environmental Services
Office: [phone]
Cell: [phone]
From: Chernikov, Sergei <[e-mail]>
Sent: Tuesday, October 26, 2021 2:56 PM
To: Glenn, Elizabeth <[e-mail]>; Clark, Paul <[e-mail]>
Cc: Dowden, Doug <[e-mail]>
Subject: RE: [External] Cliffside Steam Station - Outfall 104
Elizabeth,

You need to submit a Minor Modification application to make such a change and provide supporting documentation. We
would review your documents and decide if we can remove this Outfall from the permit. You also need to contact
stormwater unit to ask them what would be their requirements. They might need to change the Stormwater permit to
include a new outfall. Stormwater change must be done before we make changes to wastewater permit.
Please let me know if you have any additional questions and I will answer them. If there are some complicated issues,
we can schedule a meeting, but at this point this project seems relatively simple.
Thank youl
Sergei
Sergei Chernikov, Ph.D.
Environmental Engineer III
Industrial NPDES Permitting Unit
NEW Tel. [phone]
1617 Mail Service Center, Raleigh, NC 27699-1617
Express Mail: 512 N. Salisbury St., Raleigh, NC 27604
From: Glenn, Elizabeth [mailto:[e-mail]]
Sent: Tuesday, October 26, 2021 2:49 PM
To: Chernikov, Sergei <[e-mail]>; Clark, Paul <[e-mail]>
Subject: [External] Cliffside Steam Station - Outfall 104
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good afternoon —
Hoping I could get on your calendars for a meeting to discuss the future state of NPDES Wastewater outfall 104
transitioning to a stormwater outfall.
We have completed ash excavation from the drainage area for this outfall and currently in the process of stabilizing the
area.
Let me know what days and times would work best with your schedules and if a Microsoft Teams meeting would be
acceptable.
Look forward to your responses.
Thank you,
J. Elizabeth Glenn
Permitting & Compliance
Duke Energy, Environmental Services
Office: [phone]
Cell: [phone]

Young, Brianna A
From: Young, Brianna A
Sent: Wednesday, December 1, 2021 1:12 PM
To: Glenn, Elizabeth
Subject: RE: [External] Cliffside Steam Station - Outfall 104
Hello Elizabeth,
Yes, addressing the new outfall during the permit renewal process would be the easiest course so a modification to the
stormwater permit would not be needed later. If you can submit updated information, I will review the request for the
new outfall along with renewing the existing permit. Please let me know if you have any questions.
Thank you,
Brianna Young, MS (she/her)
Industrial Individual Permits Coordinator
Stormwater Program
NC DEQ/ Division of Energy, Mineral, and Land Resources (DEMLR)
[e-mail] (e-mail preferred during State of Emergency)
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. Many employees are working remotely or are on staggered shifts.
To accommodate these staffing changes, all DEQ office locations are limiting public access to appointments only. 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: Glenn, Elizabeth <[e-mail]>
Sent: Wednesday, December 1, 2021 12:49 PM
To: Young, Brianna A <[e-mail]>
Subject: FW: [External] Cliffside Steam Station - Outfall 104
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Brianna —
While we are emailing on Cliffside, I wanted to discuss the email chain below. As Sergei stated, the outfall would not be
removed from the wastewater permit until the stormwater permit housed the outfall or your department agreed it could
be added to the permit.
Since it appears you may be working on completing the Cliffside renewal, would now be the best time to pursue this
effort? We could submit an update to the permit renewal application to include the proposed SW outfall.
Thankyou!

J. Elizabeth Glenn
Permitting & Compliance
Duke Energy, Environmental Services
Office: [phone]
Cell: [phone]
From: Clark, Paul <[e-mail]>
Sent: Tuesday, October 26, 2021 3:30 PM
To: Glenn, Elizabeth <[e-mail]>; Chernikov, Sergei <[e-mail]>
Cc: Dowden, Doug <[e-mail]>; Young, Brianna A <[e-mail]>
Subject: RE: [External] Cliffside Steam Station - Outfall 104
Elizabeth,
Hi. I'm copying Briana Young as she is the NPDES industrial individual permits coordinator. She will work with you in
making modifications needed to your stormwater permit. Thx.
Paul Clark
Water Supply Watershed Protection Coordinator
Stormwater Program
Division of Energy, Mineral, and Land Resources
Department of Environmental Quality
[phone]
[e-mail]
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. Many employees are working remotely or
are on staggered shifts. To accommodate these staffing changes, all DEQ office locations are limiting public access to
appointments only. 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.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
Before printing this email, please consider your budget and the environment.
https.Ildeg. nc. gov/sw
From: Glenn, Elizabeth <[e-mail]>
Sent: Tuesday, October 26, 2021 3:04 PM
To: Chernikov, Sergei <[e-mail]>; Clark, Paul <[e-mail]>
Cc: Dowden, Doug <[e-mail]>
Subject: RE: [External] Cliffside Steam Station - Outfall 104
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Sergei —
I appreciate your quick response and guidance. We will follow the process you have outlined below.

Thankyou!
J. Elizabeth Glenn
Permitting & Compliance
Duke Energy, Environmental Services
Office: [phone]
Cell: [phone]
From: Chernikov, Sergei <[e-mail]>
Sent: Tuesday, October 26, 2021 2:56 PM
To: Glenn, Elizabeth <[e-mail]>; Clark, Paul <[e-mail]>
Cc: Dowden, Doug <[e-mail]>
Subject: RE: [External] Cliffside Steam Station - Outfall 104
Elizabeth,
You need to submit a Minor Modification application to make such a change and provide supporting documentation. We
would review your documents and decide if we can remove this Outfall from the permit. You also need to contact
stormwater unit to ask them what would be their requirements. They might need to change the Stormwater permit to
include a new outfall. Stormwater change must be done before we make changes to wastewater permit.
Please let me know if you have any additional questions and I will answer them. If there are some complicated issues,
we can schedule a meeting, but at this point this project seems relatively simple.
Thank you!
Sergei
Sergei Chernikov, Ph.D.
Environmental Engineer III
Industrial NPDES Permitting Unit
NEW Tel. [phone]
1617 Mail Service Center, Raleigh, NC 27699-1617
Express Mail: 512 N. Salisbury St., Raleigh, NC 27604
From: Glenn, Elizabeth [mailto:[e-mail]]
Sent: Tuesday, October 26, 2021 2:49 PM
To: Chernikov, Sergei <[e-mail]>; Clark, Paul <[e-mail]>
Subject: [External] Cliffside Steam Station - Outfall 104
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Good afternoon —
Hoping I could get on your calendars for a meeting to discuss the future state of NPDES Wastewater outfall 104
transitioning to a stormwater outfall.
We have completed ash excavation from the drainage area for this outfall and currently in the process of stabilizing the
area.

Let me know what days and times would work best with your schedules and if a Microsoft Teams meeting would be
acceptable.
Look forward to your responses.
Thank you,
J. Elizabeth Glenn
Permitting & Compliance
Duke Energy, Environmental Services
Office: [phone]
Cell: [phone]

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
S. DANIEL SMITH
Interim Director
NORTH CAROLINA
Environmental Quality
April 13, 2020
Joyce Dishmon, Environmental Specialist
Dave Barnhardt, General Manager II
573 Duke Power Road
Mooresboro, NC 28114
Subject: NPDES Stormwater Permit
Permit No. NCS000571
Rogers Energy Complex
Cleveland County
Dear Ms. Dishmon:
The Division of Energy, Mineral, and Land Resources' Stormwater Permitting Program
acknowledges receipt of your renewal application for coverage under NPDES Permit No.
NCS000571 on March 25, 2020. Please continue to operate under the conditions of the
current permit during the renewal process.
If you have any questions or comments, contact Annette Lucas at [phone], or at
email, [e-mail] or Lauren Garcia at [phone], or at email,
Lauren. garcia@ncdenr. gov.
Sincerely,
Lauren Garcia
DEMLR Stormwater Division
cc: Joyce Dishmon, Environmental Specialist, Duke Energy
Dave Barnhardt, General Manager II, Rogers Energy Complex
Annette Lucas, Engineering Supervisor, DEMLR
D E Q � North Carolina Department of Environmental Quality I Division of Energy. Mineral and Land Resources
512 North Salisbury Street 1 1612 Mail Service Center I Raleigh. North Carolina 27699-1612
919.707.9200

XE
AERGY.
March 26, 2020
Suzanne McCoy
NCDEMLR Stormwater Program
1612 Mail Service Center
Raleigh, North Carolina 27699-1612
Subject: Duke Energy Carolinas, LLC.
Rogers Energy Complex
NPDES Stormwater Permit NCS000571
Permit Renewal Application
Dear Ms. McCoy:
Rogers Energy Complex
573 Duke Power Road
Mooresbora,
North Carolina 28114
RECEIVED
DENR-LAND QU L, i }1
STORPOVA ER PERMI r-1-I ,n
828 657 2000
Duke Energy Carolinas, LLC requests the subject permit be renewed and reissued.
The subject permit expires on September 30, 2020. Section III Part B of this permit
requires the permit application for permit renewal to be submitted at least 180 days prior
to the expiration date of the permit. Attached is the renewal application form and
duplicate copies of the supplemental information.
It is requested that the monitoring frequency for SWO01 and SWO04 be reduced to
semi-annual. These two outfalls receive rainwater from switchyards. Historically the
monthly sampling is above the benchmark level for zinc. Measures have been put in
place to remove zinc using absorbent material, but due to the galvanized metal within
the switchyards the stormwater monitoring levels are still above the benchmark levels.
Should you have questions or need additional information please contact Robert Wylie
at 704 382-4669.
Sincerely,
ael�
ia'_l
Dave Barnhardt
General Manager II
Rogers Energy Complex
Attachments:
Renewal Application Form
Supplemental Information
Site Map from the Stormwater Pollution Prevention Plan
Summary of Analytical Monitoring Results
Summary of Visual Monitoring Results
Narrative of Significant Site Changes
Certification of the Development and Implementation of the SPPP
uSF� 70 /? ys-o Oo 0 3 870 i3 y2?

Permit Coverage
Renewal Apalication Form NPDES Permit Number
NCDENR National Pollutant Discharge Elimination System
Stormwater Individual Permit NCS000571
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 wi/l be mailed
Owner / Organization Name:
Duke Energy Carolinas, LLC
Owner Contact:
Paul Draovitch
Mailing Address:
526 South Church Street
Charlotte NC 28202
Phone Number:
980-373-0408
Fax Number:
E-mail address:
au . raovi c u e-energy.com
Facility Information
Facility Name:
Rogers Energy Complex
Facility Physical Address:
573 Duke Power Road
Moorseboro, NC 28114
Facility Contact:
Dave Barnhardt
Mailing Address:
573 Duke Power Road
oorse oro, NC 28114
Phone Number:
828-657-2000
Fax Number:
E-mail address:
[e-mail]
Permit Information
Permit Contact:
Mailing Address:
Phone Number:
Fax Number:
E-mail address:
Discharae Information
Receiving Stream:
Stream Class:
Basin:
Sub -Basin:
Number of Outfalls:
Robert Wylie
526 South Church Street
Charlotte, NC 28202
704-382-4669
[e-mail]
Broad River
Broad River
Broad/ 03-08-02
39 (Several outfalls drain from common areas and have similar outfall designations See drawing in
Attachment 1 for further clarification.)
Facility/Activity Changes Please describe below any changes to your facility or activities since issuance of your permit. Attached a
separate sheet if necessary.
See narrative section Attachment 5.
CERTIFICATION
I certify that I am familiar with the information co ained in the application and that to the best of my knowledge and belief
such information is,true, complete a accurat . ))
Signature �. Date
Dave Barnhardt General Manager II
Print or type name of person signing above
Please return this completed application form
and requested supplemental information to:
Title
SW Individual Permit Coverage Renewal
Stormwater Permitting Program
1612 Mail Service Center
Raleigh, North Carolina 27699-1612

Rogers Energy Complex
Storm Water Permit NCS000571
Individual Permit Application
Supplemental Information
ffix" i
(? :l_ se,
J
GENR-LAND QUALITY
STOR11AWpTER PERMITTING

SUPPLEMENTAL INFORMATION REQUIRED FOR RENEWALINDIVIDUAL
NPDES STORMWATER
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
RRW 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.
RRW 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.
RRW 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.
RRW
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.
RRW 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.
RRW 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)

Attachment 1
Site Map

0
r
ova I �o.,...•.v« �..�•.�
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a...,.,•.,x�'.o.'. �r"r"",.. s.�.—�—��—t""'u`.wa.r...a..r.ra�r_
LEGEND
DRuxAGEAREA
• LEACHATEBA6IN
uxD6uLwlr6 or GoxsTPuciax
DRAINAGEAREASOUNOMY
•�••••�•
IxeoREnmBWxoMT
f,WNry LMIE
STRUCTURALLEGEND
rl 1 CWIISANOLING M6LOING
p) UNIT 6 ROWERNOUSE
(y)
UNITS 1-a SWITCHYARD
UNTTSWANEHOUSE
jl) >1.WD GAL gLAVATEP SERAMTOR
0A..ENIBASM
(1 UNITSWOUNGTOWERS
1L UNRi WOLINGTOWER
`ED�
�E I�
N,000 GALOILTPMTMK
1 UNIT S POWERHOUSE
(1]� FLYASNSILO
(iJ)
Ntt.—IDIWARD
ISUNIT EMERGENCY DIESEL. GENERATOR
LOCOMOTIVE STORAGE BUILDING
'2•Y�
UNTT6 DIESEL GENERATOR
' L•WLYARD
@) UNESTONE UNLOMEN
•.)
HOLDING BASIN
iJ UMESTONE9TORAOEAREA
`OI J, AL gLTRAR TPNK
AU%RIARY BASIN
L8) GYVSUM 6TORA0E tlU1L0MG
(lfil UNIT 5O115 KV SWITCHYARD
Ci{�
FIMAI WASTE WATERTREATMEM
(B GHO'S WAREHOUSE
fj!) UNRSiGD by SINIT—ARO
ACRONYMS
9EDIMENi BASIN ��
0 Feet 1.000 •-
. ROGERS ENERGY COMPLEX
V EN RGY, STORMWATER POLLUTION PREVENTION PLAN
SITE PLAN
wRI-SIT aA.«•...Ao,Tmen .re..M.Att.I .• - .%o-ADRxAJ .xFx•,. s,x.Lm..N=e mTA x.w• oA.r..-,.,,„� swrvp,Mvol:.s xam et.MEwAE

Attachment 2
Summary of Analytical Monitoring Data

L.0 O Sa �p o� � P� AQc hPt o:P .4i tc�
Units
inches
5U
rr QL� F Q� Qt c
Benchmark
6.0-9.0
vg/L ug/L ug/L ug/L
mg/I
Landfill DA - 18"
6/1/2016
1.22
7.8
2ect->
15
Landfill DA - 18"
1/2/2017
1.2
6.9
Landfill DA - 18"
4/5/2017
0.87
7.5
Landfill DA - IS'
12/20/2017
0.86
7.7
1
Landfill DA - 21"
6/1/2016
122
7.9
m
Landfill DA - 21"
1/2/2017
1.2
6.8
<
Landfill DA - 21 "
4/5/2017
0.87
7.6
3
Landfill DA - 21"
12/20/2017
0.86
7.6
<
Landfill DA - 36"
6/6/2016
0.9
7.5
3
Landfill DA - 36"
1/2/2017
1.2
7.6
2�
Landfill DA - 36"
3/31/2017
0.94
7.6
Y
Landfill DA - 36"
2/7/2018
1.63
7.6
q'
Landfill DA - 36"
12/13/2019
1.29
7.11
6.
Landfill DA - 42"
6/14/2016
1.4
7.8
13
Landfill DA - 42"
1/2/2017
1.2
7.4
6z
Landfill DA - 42"
1/3/2017
0.48
4;
Landfill DA - 42"
3/31/2017
0.94
7.8
15
Landfill DA - 42"
2/7/2018
1.63
7.4
46
Laydown DA 2
6/1/2016
1.22
6.5
23
Laydown DA 2
1/2/2017
1.2
6.5
<5
Laydown DA 2
4/5/2017
0.87
7.1
9
Laydown DA 2
12/20/2017
0.86
7.4
35
Laydown DA 2
2/6/2020
1.6
6.9
3.6
SW001
5/17/2016
0.27
7.1
<5
SW001
12/6/2016
0.4
7.5
< 5 0.40
< 0.40
< 0.40
< 0.40
< 4.0
"S = MS/MSD Failure
SW001
1/21/2017
0.375
6.9
<5
SW001
3/31/2017
0.94
7.9
6
SW001
4/19/2017
0.22
7.7
<5
<5
SW001
6/13/2017
0.25
6.9
SW001
9/6/2017
0.54
6.8
<5
SW001
12/20/2017
0.86
7.4
<5
SW001
2/7/2018
1.63
7.2
110
SW001
4/23/2018
2.57
7.4
<5
SW001
10/10/2018
0.52
7.4
5.6
SW001
12/20/2018
1.75
7.1
<5
SW001
4/5/2019
0.93
7.7
<5
SW001
6/7/2019
1.24
7.5
<5
SW001
8/27/2019
0.71
7.6
<5
SW001
11/12/2019
0.53
8
<2.7
SW001
12/13/2019
1.29
7.46
<2.5
SW001
1/24/2020
1.22
7.2
<2.5
SW001
1/31/2020
0.6
8.6
SW001
2/5/2020
0.4
7.3
<2.5
SWO02
5/17/2016
0.27
7.5
<5
SWO02
1/2/2017
1.2
7.1
< 5 0.40
< 0.40
< 0.40
< 0.40
< 4.0
SWO02
4/3/2017
0.49
7.7
<5 :0.4
<0.4
<0.4
<0.4
<4
SWO02
12/20/2017
0.86
8.3
< 5 : 0.4
< 0.4
< 0.4
< 0.4
< 4
SWO04
5/17/2016
0.27
7.4
< 5
< 4.7
SWO04
11/29/2016
0.6
7.7
160 0.40
< 0.40
< 0.40
< 0.40
< 4.0
SWO04
1/21/2017
0.375
7.3
<5 0.40
<0.40
<0.40
<0.4
<4.0
SWO04
2/15/2017
0.3
7.2
9 `0.4
<0.4
<0.4
<0.4
<4
< 0.4
< 4

0 22
0.94Ig
0.25
0.46
0.547.2
42
15
<5
<5
10
0.145
0.1690.00982
0.143
0.155
0.092
.0123
0.
0.00815
0.00727
0.00351
SW004
3/31/2017
4/19/2017
6/13/2017
SWO04
SWO04
SW004
8/11/2 117
SW004
9/6/2017
SWO04
11/7/2017
0.4
7.2
6
0.125
0.00575
0.86
1.63
2.57
0.58
0.52
1.75
0.93
V17.00
0.6
0.4
0.9
0.6
0.87
0.86
1.75
0.93
0.71
0.53
1.22
1.6
0.9
8.1
7.0
7.2
6.7
7.2
7.8
8.1
64.0.Avg.
7.6
7.9
7.5
7.7
7.9
7.4
7.8
8
8.1
7.3
7.9
<5
40
20
6.2
<5
<5
<5
3.5
4.8
24
3.1
<2.5
270
52
53
13
14
6.4
22
5.5
30
15
9.6 0.086
0.0946
0.215
0.241
0.126
0.447
0.559
0.279
0.230
0.335 Avg.
0.108
0.197
0.231
0.129
0.226
0.0798
0.0796
5541
0.0701
0.152
0.125
0.0300
0.135
0.06
< 0.001
0.00219
<0.001
< 0.001
0.0016
0.00275
0.00875
0098
0 .00472
0.0183
0.0385
0.00895
0.00895
0.0.00 Avg
0.00310
0.00602
0.0087
0.00335
0.0162
0.00914
0.00178
0.00124
0.00144
0.00252
0.00331
<0.001
0.00265
0.00356
SWO04
12/20/2017
SWO04
2/7/2018
SWO04
4/23/2018
SWO04
7/19/2018
SWO04
10/10/ 0018
SWO04
12/20/2018
4/5/2019
SWO04
SWO04
6/7/2019
SWO04
8/27/2019
SW004
11/12/"019
SWO04
12/13/2019
SWO04
1/24/2020
SWO04
1/31/2020
SWO04
2/5/2020
SWO05
6/6/2016
SWO05
11/29/2016
SWO05
4/5/2017
SWO05
12/20/2017
SWO05
12/20/2018
SWO05
4/5/2019
SWO05
8/27/2019
SWO05
11/12/2019
SWO05
1/24/2020
SWO05
2/6/2020
SWO09
6/7/2016
SWO09
1/2/2017
1.2
6.9
100
0.101
0.112
<0.001
0.00744
<0.001
<0.001
0.0175
0.0179
0.94
1.63
1.75
0.93
1.29
L22
0.4
0.375
0.87
1.63
2.57
1.75
1.29
0.9
1.2
0.94
7.8 8
7.2 33
6.3 <5
9.5 8.6
7.27 4.6
7.7 180
7.7 140
7.7 150
7.7 54
7.2 51
7.4 33
6.3 12
7.24 13
8 15
7.1 100
8.3 24
7.4 10
8.4
0.075
<0.05
<0.05
<0.05
<0.05
< 0.05
<0.05
<0.05
<0.05
<0.05
<0.05
<0.05
<0.05
<0.05
< 0.05
<0.05
< 0.05
<0.05
0.014 <0.001 0.00139 <0.001 <0 001 0.00287 0.00405
0.017 <0.001 0.00167 <0.001 <0.001 0.00795 0.00453
0.017 <0.001 0.00131 <0.001 <0.001 <0.001 <0.001
0.047 <0.001 0.00486 <0.001 <O.00I <0.001 0.00127
<0.005 <0.001 <0.001 <0.001 <0.001 <0.001 0.00144
0.037 < 0.001 0.00485 <0.001 < 0.001 0.0193 0.0117
0.035 < 0.001 0.00606 < 0.001 < 0.001 0.0237 0.0136
0.042 <0.001 0.00643 <0.001 <0.001 0.0279 0.0146
0.017 <0.001 0.00198 <0.001 <0.001 0.0059 0.0037
0.012 <0.001 0.00185 <0.001 <0.001 0,00868 0.00409
0.016 <0.001 0.00165 <0.001 <0.001 0.00576 0.00336
0 061 <0.001 <0.001 <0.001 <0.001 <0.001 0.00113
0.011 <0.001 <0.001 <0.001 <0.001 0.00246 0.00179
0.008 < 0.001 0.00171 < 0.001 < 0.001 < 0.001 <0.001
0.047 <0.001 0.00583 <0.001 <0.001 0.0113 0.00821
<0.001 0.00189 0.00121
0.028 <0.001 <0.00<0.001 <0.001 < 0.001
<0.005 <0.001 0.001<0.001 <0.001 0.0013(
0.018 <0.001 0.001M<O.00
SWO09
3/31/2017
2/7/2018
SWO09
SWO09
12/20/2019
SWO09
4/5/2019
SWO09
SW011
12/13/2019
6/1/2016
S WO1 I
12/6/2016
Moll
1/21/2017
4/5/2017
SWO11
SWO11
2/7/2018
SW011
4/23/2018
SW011
SW011
12/20/2018
12/13/2019
SWO12
SWO12
6/6/2016
1/2/2017
SWO12
3/31/2017
SWO12
12/20/2017EO.8
SWO15 -13
1/24/2020
2/5/2020
SWO15 - 13
8.1
11SWO15
6.8
<0.05
0.008
< 0.001
0.001<
0.001
<0.001
0.0020',
-Composite
6/6/2016
SWO15 - Composite
12/6/2016
0.4
0.49
0.86
0.52
7.8
7.7
7.6
8.0
< 5
5
< 5
<5
<0.05
< 0.05
< 0.05
0.06
< 0.005
0.009
< 0.005
0.007
< 0.001
<0.001
<0.001
<0.001
< 0.001
<0.001
<0.001
0.00114
< 0.001
<0.001
<0.001
<0.001
< 0.001
<0.001
<0.001
<0.001
< 0.001
<0.001
<0.001
<0.001
0.00111
0.0027
0.001
0.0020(
SWO15 -Composite
4/3/2017
12/20/2017
10/10/2018
SWO15 -Composite
SWO15 - Composite
SWO15-1
12/6/2016
SWO15-12
12/6/2016

SWO15-13
12/6/2016
Mercury Samples were not composited in the lab as
SWO15-13
4/5/2019
0.93
8A
SWO15-13
11/12/2019
0.53
7.8
SWO15-2
12/6/2016
Mercury Samples were not composited in the lab as
SWO15-3
SWO15-4
12/6/2016
12/6/2016
Mercury Samples were not composited in the lab as
Mercury Samples were not composited in the lab as
SWO15-5
12/6/2016
MercurySamples were not composited in the lab as
Mercury Samples were not composited in the lab as
Mercury Samples were not composited in the lab as
Mercury Samples were not composited in the lab as
E
9
1
1
1
6
i
2
81
2;
21
1,
U
6;
8.;
4(
44
IE
23
161
70
14
5.2
6
39
6
21
7.8
27
160
17
30
24
100
7
17
18
7
32
43 _
170
18
25
18 _
< 5
14
< 5
5
<5
SWO15-6
SWO15-8
12/6/2016
12/6/2016
SWO15-9
12/6/2016
SWO16 - 24"
6/1/2016
1 1.22
7.6
SWO16 - 24"
12/6/2016
0.4
7.8
SWO16 - 24"
3/31/2017
0.94
7.7
SWO16 - 24"
12/20/2017
0.86
7.3
S WOl6 - 24"
4/23/2018
2.57
7.3
SWO16 - 30"
6/1/2016
1.22
7.6
SWO16 - 30"
1/2/2017
1.2
6.7
SWO16 - 30"
3/31/2017
0.94
1 7.4
SWO16 - 30"
12/20/2017
0.86
7.6
SWO16 - 30"
4/23/2018
2.57
7.1
SWO16 - 36"
6/l/2016
1.22
7.7
SWO16 - 36"
12/6/2016
0.4
7.7
SWO16 - 36"
3/31/2017
0.94
7.9
SWO16 - 36"
9/6/2017
0.54
7.7
SWO16 - 36"
2/7/2018
1.63
7.4
SWO16 - 36'
10/10/2018
0.52
1.5
SWO16-42"
5/19/2016
0.1
7.8
SWO16 - 42"
12/6/2016
0.4
7.7
SWO16-42"
3/31/2017
0.94
7.5
S WOl 6 - 42"
9/6/2017
0.54
7.6
SWO16 - 42"
2/7/2018
1.63
7.4
SWO16 - 42"
12/20/2018
1.75
6.6
SWO16-42"
12/13/2019
1.29
7.17
S WO16 - 54"
5/19/2016
0.1
7.9
SWO16 - 54"
12/6/2016
0.4
6.9
SWO16 - 54"
3/31/2017
0.94
7.2
SWO16 - 54"
12/20/2017
0.86
7.9
SWO16 - 54"
4/23/2018
2.57
7.4
SWO16 - 54"
10/10/2018
0.52
7.6
SWO17
11/29/2016
0.6
7.2
SW017
4/3/2017
0.49
7.5
SWO17
9/6/2017
0.54
7.3
SWO17
4/23/2018
2.57
7.5
SWO17
10/10/2018
0.52
7.5
SWO17
4/5/2019
0.93
7
SW017
8/27/2019
0.71
6.5
SW017
11/12/2019
0.53
8
SWO17
1/24/2020
1.22
7.2
SWO17
2/5/2020
0.4
SWO18A
2/7/2018
1.63
7.5
SWO18A
12/20/2018
1.75
6.6
SWO18A
4/5/2019
0.93
7.5
SWO18A
1/24/2020
1.22
7.8
SWO18A
2/5/2020
0.4
SWO18B
2/7/2018
1.63
7.5
SW019
12/6/2016
0.4
8.3
SWO19
4/3/2017
0.49
7.3
S WO19
9/6/2017
0.54
7.3
SW019
4/23/2018
2.57
7.3
SW019
10/10/2018 1
0.52 1
7A

Attachment 3
Summary of Visual Monitoring Results

Rogers Energy Complex Summary of Visual Inspections
Date
Rain
Fall
Amount
- Inches
Outfall #
Color
Odor
41
io
H
M
L°
-a
y
c'0
a cn
E
c
U.
M
s
`"
o
o 0
° °
11/2/2015
2.4
Landfill DA-18
Light Brown
None
2
1
2
1 N
N
N
2/3/2016
0.84
Landfill DA-18
Brown reddish
None
3
2
3
N
N
N
6/1/2016
1.22
Landfill DA-18
light brown
None
2
1
2
N
N
N
1/2/2017
1.2
Landfill DA-18
Clear
None
1
1
2
N
N
N
4/5/2017
0.87
Landfill DA-18
Orange
None
3
1
4
N
N
N
12/20/2017
0.86
1 Landfill DA-18
Cloudy
None
3
1
16
1
N
N
N
12/14/2018
0.89
Landfill DA-18
Orange
None
2
2
N
N
N
12/13/2019
1.29
Landfill DA-18
Light Brown
None
2
1
2
N
N
N
1/24/2020
1.22
Landfill DA-18
Reddish Brown
None
5
2
3
N
N
N
3/3/2020
0.7
Landfill DA-18
Dark Orange
None
4
1
2
N
N
N
11/2/2015
2.4
Landfill DA-21
Light brown
None
2
1
2
N
N
N
2/3/2016
0.84
Landfill DA-21
Brown reddish
None
3
2
2
N
N
N
6/1/2016
1.22
Landfill DA-21
light brown
None
1
1
2
N
N
N
1/2/2017
4/5/2017
1.2
0.87
Landfill DA-21
Landfill DA-21
Clear
None
1
1
1
N
N
N
brownish
None
3
1
3
N
N
N
12/20/2017
0.86
Landfill DA-21
light yellowish
None
2
1
1
N
N
N
12/14/2018
0.89
Landfill DA-21
light tan
None
2
1
1
N
N
N
12/13/2019
1.29
Landfill DA-21
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
Landfill DA-21
Medium
Orange
None
3
1
2
N
N
N
11/2/2015
2.4
Landfill DA-36
Light brown
None
2
1
2
N
N
N
1/2/2017
1.2
Landfill DA-36
Brownish
None
3
2
3
Y
N
N
2/7/2018
1.63
Landfill DA-36
Orangish Brown
None
5
1
1
N
N
N
12/14/2018
0.89
Landfill DA-36
light tan
None
2
1
1
N
N
N
6/6/2019
0.09
Landfill DA-36
Light Brown
None
2
1
2
N
N
N
12/13/2019
1.29
Landfill DA-36
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
Landfill DA-36
Slight tint of
Orange
None
2
1
2
N
N
N
11/2/2015
2.4
Landfill DA-42
Light Gray
None
2
1
1
N
N
N
2/3/2016
0.84
Landfill DA-42
Brownish
None
2 1
1
2
N
N
N
6/14/2016
1.4
Landfill DA-42
light brown
None
2
1
2
N
N
N
1/2/2017
1.2
Landfill DA-42
Light Brown
None
2
2
2
N
N
N
2/7/2018
1.63
Landfill DA-42
light orangish
brown
None
2
1
1
N
N
N
12/14/2018
0.89
Landfill DA-42
light tan
None
2
1
1
N
N
N
12/13/2019
1.29
Landfill DA-42
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
Landfill DA-42
Slight tint of
Orange
None
2
1
2
N
N
N
11/2/2015
2.4
Laydown Area
2
Clear
None
1
1
1
N
N
N
Page 1 of 7

Rogers Energy Complex Summary of Visual Inspections
6/1/2016
1.22
Laydown Area
2
Clear
None
1
1
1
N
N
N
1/2/2017
1.2
Laydown Area
2
Clear
None
1
1
1
N
N
N
4/5/2017
0.87
Laydown Area
2
Clear
None
1
1
1
N
N
N
12/20/2017
0.86
Laydown Area
2
cloudy
None
2
1
1
N
N
N
12/20/2018
1.75
Laydown Area
2
Slightly cloudy
None
1
1
1
N
N
N
2/6/2020
1.6
Laydown Area
2
Clear
None
1
1
1
N
N
N
11/2/2015
2.4
SWO01
Clear
None
1
1
1
N
N
N
2/3/2016
0.84
SWO01
Clear
None
1
1
1
N
N
N
5/17/2016
0.27
SWO01
light clear
None
1
1
1
N
N
N
12/6/2016
0.41
SWO01
Clear
None
1
1
1
N
N
N
1/21/2017
0.375
SWO01
Clear
None
1
1
1
N
N
N
4/5/2017
0.87
SWO01
light brown
None
2
1
2
N
N
N
6/13/2017
0.25
SWO01
Clear
None
1
1
1
N
N
N
9/6/2017
0.54
SWO01
Clear
None
1
1
1
N
N
N
12/20/2017
0.86
SWO01
Clear
None
1
1
1
N
N
N
2/7/2018
1.63
SWO01
Light Brown
None
5
1
1
N
N
N
2/23/2018
2.57
SWO01
Clear
None
1
1
1
N
N
N
10/10/2018
0.52
SWO01
Light clear
None
1
3
2
N
N
N
12/20/2018
1.75
SWO01
Clear
None
1
1
1
N
N
N
2/12/2019
0.75
SWO01
Clear
None
1
1
1
N
N
N
4/5/2019
0.93
SWO01
Clear
None
1
1
1
N
N
N
6/7/2019
1.24 1
SWO01
Clear
None
1
1
1
N
N
N
8/27/2019
0.71
SWO01
Clear
None
1
1
1
N
N
N
11/12/2019
0.53
SWO01
Clear
None
1
1
1
N
N
N
12/13/2019
1.29
SWO01
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
SWO01
Clear
None
1
1
1
N
N
N
3/3/2020
0.7
SWO01
Light Clear
None
1
1
1
N
N
N
11/2/2015
.2.4
SWO02
Clear
None
1
1
1
N
N
N
2/3/2016
0.84
SWO02
Clear
None
1
1
1
N
N
N
5/17/2016
0.27
SWO02
light clear
None
1
1
1
N
N
N
1/2/2017
1.2
SWO02
Clear
None
1
1
1
N
N
N
12/20/2017
0.86
SWO02
Clear
None
1
1
1
N
N
N
12/14/2018
0.89
SWO02
Clear
None
1
1
1
N
N
N
12/13/2019
1.29
SWO02
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
SWO02
Clear
None
1
1
1
N
N
N
3/3/2020
0.7
SWO02
Light Clear
None
1
1
1
N
N
N
11/2/2015
2.4
SWO04
Clear
None
1
1
1
N
N
N
Page 2 of 7

Rogers Energy Complex Summary of Visual Inspections
2/3/2016
0.84
1 SW004
Clear
None
1
1
1
N
I N
N
5/17/2016
0.27
SW004
light clear
None
1
1
1
N
N
N
11/29/2016
0.6
SW004
light brown
None
3
1
2
N
N
N
1/21/2017
0.375
SW004
Clear
None
1
1
1
N
N
N
6/13/2017
0.25
SW004
Clear
None
1
1
1
N
N
N
8/11/2017
0.46
SW004
Clear
None
1
2
2
N
N
N
9/6/2017
0.54
SW004
Clear
None
1
1
1
N
N
N
11/7/2017
0.4
SW004
Clear
None
1
1
1
N
N
N
12/20/2017
0.86
SW004
Clear
None
1
1
1
N
N
N
2/7/2018
1.63
SW004
Clear
None
2
1
1
N
N
N
2/23/2018
2.57
SW004
Clear
None
1
1
1
N
N
N
7/19/2018
0.58
SW004
tannish clear
None
2
1
2
N
N
N
10/10/2018
0.52
SW004
light clear
None
1
2
2
N
N
N
12/20/2018
1.75
SW004
Clear
None
1
1
1
N
N
N
2/12/2019
0.75
SW004
Clear
None
1
2
1
N
N
N
4/5/2019
0.93
SW004
Clear
None
1
1
1
N
N
N
6/7/2019
1.24
1 SW004
Clear
None
1
1
1
N
N
N
8/27/2019
0.71
SW004
Brown
None
1
2
3
N
N
N
11/12/2019
0.53
SW004
Clear
None
1
1
1
N
N
N
12/13/2019
1.29
SW004
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
SW004
Clear
None
1
2
1
N
N
N
3/3/2020
0.7
SW004
Light Clear
None
1
1
1
N
N
N
11/2/2015
2.4
SW005
Clear
None
1
1
1
N
N
N
2/3/2016
0.84
SW005
Clear
None
1
1
1
N
N
N
11/29/2016
0.6
SW005
Brown
None
3
1
3
N
N
N
4/5/2017
0.87
SW005
Clear
None
1
1
1
N
N
N
12/20/2017
0.86
SW005
Yellowish
None
2
1
1
N
N
N
12/14/2018
0.89
SW005
Clear
None
1
1
1
N
N
N
12/20/2018
1.75
SW005
Slightly cloudy
None
2
1
1
N
N
N
2/12/2019
0.75
SW005
Clear
None
1
1
1
N
N
N
4/5/2019
0.93 1
SW005
Clear
None
1
1
1
N
N
N
6/6/2019
0.09
SW005
light brown
None
2
1
2
N
N
N
8/27/2019
0.71
SW005
Clear
None
1
2
1
N
N
N
11/12/2019
0.53
SW005
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
SW005
Clear
None
2
2
2
N
N
N
3/3/2020
0.7 1
SW005
Light Clear
None
1
1
1
N
N
N
11/2/2015
2.4
SW009
Light Brown
None
2
2
1
Y
N
N
2/3/2016
0.84
SW009
Light Brown
None
2
2
2
Y
N
N
6/7/2016
0.9
SW009
light brown
None
2
2
1
N
N
N
1/2/2017
1.2
SW009
brown
None
3
1
3
Y
N
N
2/7/2018
1.63
SW009
Orangish Brown
None
4
2
2
Y
N
N
2/23/2018
2.57
SW009
Orangish Brown
None
3
1
2
Y
N
N
12/14/2018 1
0.89 1
SW009
Slight Tan
None
1
1
1
Y
N
N
Page 3 of 7

Rogers Energy Complex Summary of Visual Inspections
12/20/2018
1.75
1 SWO09
Slightly cloudy
None
1
2
1
N
N
N
4/5/2019
0.93
SWO09
clear to light
gray
None
2
1
2
Y
N
N
12/13/2019
1.29
SWO09
Light Reddish
None
2
1
2
Y
N
N
1/24/2020
1.22
SWO09
Light Brown
None
2
1
2
N
N
N
11/2/2015
2.4
SWO11
Light Brown
None
1
1
1
N
N
N
2/3/2016
0.84
SWO11
brownish
None
2
1
2
N
N
N
6/1/2016
1.22
SWO11
Brown
None
3
1
2
N
N
N
12/6/2016
0.41
SWO11
brownish
None
3
2
3
N
N
N
1/21/2017
0.375
SWO11
Red Brownish
None
3
2
3
N
N
N
2/7/2018
1.63
SWO11
Light Brown
None
3
1
1
N
N
N
2/23/2018
2.57
SWO11
Light Brown
None
2
1
1
N
N
N
12/14/2018
0.89
SWO11
Light Tan
None
1
1
1
N
N
N
12/20/2018
1.75
SWO11
Cloudy
None
2
1
1
N
N
N
12/13/2019
1.29
SWO11
Light Brown
None
2
1
2
N
N
N
2/6/2020
1.6
SWO11
Light Brow
None
2
1
1
N
N
N
11/2/2015
2.4
SWO12
Light Brown
None
2
1
1
N
N
N
2/3/2016
0.84
SWO12
light brown -
clear
None
2
1
2
N
N
N
1/2/2017
1.2
SWO12
Light Brown
None
3
1
3
N
N
N
12/20/2017
0.86
SWO12
slight orangish
tint
None
2
2
1
N
N
N
12/14/2018
0.89
SWO12
Clear
None
1
1
1
N
N
N
2/12/2019
0.75
SWO12
Clear
Earthy
smell
1
1
1
N
N
N
6/6/2019
0.09
SWO12
Clear
None
1
1
1
N
N
N
12/13/2019
1.29
SWO12
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
SWO12
Clear
None
1
1
1
N
N
N
11/2/2015
2.4 1
SWO15
Clear
None
1
2
1
N
N
N
2/3/2016
0.84
SWO15
Clear
None
1
2
1
N
N
N
12/6/2016
0.41
SWO15
Clear
None
1
1
1
N
N
N
3/31/2017
1.19
SWO15
Clear
None
1
1
1
N
N
N
9/6/2017
0.54
SWO15
Clear
None
1
1
1
N
N
N
12/20/2017
0.86
SWO15
Clear
None
1
1
1
N
N
N
10/10/2018
0.52
SWO15
light clear
None
1
2
2
N
N
N
2/12/2019
0.75
SWO15
Clear
None
1
1
1
N
N
N
4/5/2019
0.93
SWO15
Clear
None
1
1
1
N
N
N
6/6/2019
0.09
SWO15
Clear
None
1
1
1
N
N
N
11/12/2019
0.53
SWO15
Clear
None
1
1
1
N
N
N
12/13/2019
1.29
SWO15
Clear
None
1
1
1
N
N
N
2/6/2020
1.6
SWO15
Clear
None
1
1
1
N
N
N
Page 4 of 7

Rogers Energy Complex Summary of Visual Inspections
3/3/2020
0.7
SW015
Light Clear
None
1
1
1
N
N
N
1/24/2020
1.22
SW015-13
Clear
None
1
1
1
N
N
N
11/2/2015
2.4
SW016-24
light brown
None
2
1
2
N
N
N
2/3/2016
0.84
SW016-24
brownish
None
2
1
2
Y
N
N
6/1/2016
1.22
SW016-24
light brown
None
2
1
2
N
N
N
12/6/2016
0.41
SW016-24
light brown
None
2
1
2
N
N
N
3/31/2017
1.19
SW016-24
clear to light
orange
None
2
1
3
N
N
N
12/20/2017
0.86
SW016-24
Clear
None
2
1
1
N
N
N
2/23/2018
2.57
SW016-24
Light orangish
brown
None
2
2
1
N
N
N
12/14/2018
0.89
SW016-24
light tan
None
2
1
2
N
N
N
12/13/2019
1.29
SW016-24
Light Brown
None
1
1
1
N
N
N
1/24/2020
1.22
SW016-24
Light Orange
None
2
1
2
N
N
3/3/2020
0.7
SW016-24
orange to light
brown
None
3
1
2
Y
N11/2/2015
EN
2.4
SW016-30
Light brown
None
2
1
2
Y
N
2/3/2016
0.84
SW016-30
clear to light
brown
None
2
1
2
2
N
N
N
N
6/1/2016
1.22
SW016-30
Clear
None
2
1
N
N
1/2/2017
1.2
SW016-30
light brown
None
2
1
3
N
N
N
12/20/2017
0.86
SW016-30
Clear
None
2 1
1
1 1
N
N
N
2/23/2018
2.57
SW016-30
Orangish Brown
None
3
1
1
N
N
N
12/14/2018
0.89
SW016-30
Clear
None
1
1
1
N
N
N
2/12/2019
0.75
SW016-30
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
SW016-30
Light Orange
None
2
1
2
N
N
N
3/3/2020
0.7
SW016-30
Slight tint of
Brown
None
2
1
1
N
N
N
12/13/2019
1.29
SW016-32
Light Brown
None
2
1
2
N
N
N
11/2/2015
2.4
SW016-36
light brown
None
2
1
2
Y
N
N
2/3/2016
0.84
SW016-36
clear to
Brownish
None
2
1
2
Y
N
Y
6/1/2016
1.22
SW016-36
Clear
None
2
1
1
N
N
Y
12/6/2016
0.41
SW016-36
Light Brown
None
2
1
2
N
N
N
3/31/2017
1.19
SW016-36
Light orange
None
2
1
2
N
N
N
9/6/2017
0.54
SW016-36
Light Brown
None
2
1
2
N
N
N
12/20/2017
0.86
SW016-36
Light Brown
None
2
1
2
N
N
N
2/7/2018
1.63
SW016-36
Orangish Brown
None
3
1
2
N
N
N
2/23/2018
2.57
SW016-36
Orangish Brown
None
3
1
1
N
N
N
10/10/2018
0.52 1
SW016-36
Clear light
None
1
1
1
N
N
N
2/12/2019
0.75
SW016-36
light gray
None
2
1
1
N
N
N
4/5/2019
0.93
SW016-36
Clear to gray
None
1
1
1
N
N
N
12/13/2019
1.29
SW016-36
Light Brown
None
2
1
2
N
N
N
1/24/2020
1.22
SW016-36
Light Orange
None
2
2
2
N
N
N
Page 9 of 7

Rogers Energy Complex Summary of Visual Inspections
3/3/2020
0.7
SWO16-36
Light clear
None
1
I 1
1
N
N
N
11/2/2015
2.4
SWO16-42
Light brown
None
2
1
2
N
N
N
2/3/2016
0.84
SWO16-42
Brown reddish
None
3
1
3
N
N
N
5/19/2016
0.1
SWO16-42
Red Brownish
None
2
1
2
N
N
N
12/6/2016
0.41
SWO16-42
Light Brown
None
2
1
2
N
N
N
3/31/2017
1.19
SWO16-42
light beige
None
2
1
2
N
N
N
9/6/2017
0.54
SWO16-42
Light Brown
None
2
1
2
N
N
N
12/20/2017
0.86
SWO16-42
Light Brown
None
2
2
2
N
N
N
2/7/2018
1.63
SWO16-42
Orangish Brown
None
3
1
1
N
N
N
2/23/2018
2.57
SWO16-42
Orangish Brown
None
3
1
1
N
N
N
12/14/2018
0.89
SWO16-42
light Tan
None
2
1
2
N
N
N
12/20/2018
1.75
SWO16-42
Cloudy
None
2
1
1
N
N
N
12/13/2019
1.29
SWO16-42
Light Brown
None
2
1
2
N
N
N
1/24/2020
1.22
SWO16-42
Light Orange
None
2
1
2
N
N
N
3/3/2020
0.7
SWO16-42
Light Brown
None
2
1
1
Y
N
N
11/2/2015
2.4
SWO16-54
Light Brown
None
3
2
2
Y
N
Y
2/3/2016
0.84
SWO16-54
Red Brownish
None
3
1
3
N
N
N
5/19/2016
0.1
SWO16-54
Clear
None
1
1
1
Y
N
N
12/6/2016
0.41
1 SWO16-54
Light Brown
None
2
1
2
N
N
N
3/31/2017
1.19
SWO16-54
medium orange
None
3
1
3
N
N
N
12/20/2017
0.86
SWO16-54
Clear - red tint
None
2
1
1
N
N
N
2/23/2018
2.57
SWO16-54
Light Brown
None
2
1
1
N
N
N
10/10/2018
0.52
SWO16-54
Medium Clear
None
2
1
1
N
N
N
12/20/2018
1.75
SWO16-54
Slightly cloudy
None
1
1
1
N
N
N
2/12/2019
0.75
SWO16-54
Clear
None
1
1
1
Y
N
N
12/13/2019
1.29
SWO16-54
Light Brown
None
2
1
2
N
N
N
1/24/2020
1.22
SWO16-54
Light Orange
None
2
1
2
N
N
N
3/3/2020
0.7
SWO16-54
Yellowish to
light brown
None
2
1
1
Y
N
N
11/29/2016
0.6
SWO17
Clear to light
gray
None
2
1
2
N
N
N
9/6/2017
0.54
SWO17
Clear
None
1
1
2
N
N
N
12/20/2017
0.86
SWO17
Clear
None
1
1
1
N
N
N
2/23/2018
2.57
SWO17
slightly cloudy
None
2
2
2
N
N
10/10/2018
0.52
SWO17
Clear light
None
1
1
1
N
N
N
2/12/2019
0.75
SWO17
Clear
None
1
1
1
N
N
N
4/5/2019
0.93
SWO17
Gray
None
2
1
2
N
N
N
8/27/2019
0.71
SWO17
Clear
None
1
1
1
N
N
N
11/12/2019
0.53
SWO17
Clear
None
1
1
2
N
N
N
1/24/2020
1.22
SWO17
clear to light
brown
None
2
2
2
N
N
N
Page 6 of 7

Rogers Energy Complex Summary of Visual Inspections
3/3/2020
0.7
SWO17
Light Clear
None
1
2
2
N
N
N
2/7/2018
1.63
SWO18A
Light Brown
None
3
1
1
Y
N
N
2/23/2018
2.57
SWO18A
Brown
None
3
1
1
Y
N
N
12/14/2018
0.89
SWO18A
Grayish Tan
None
3
1
3
N
N
N
12/20/2018
1.75
SWO18A
Slightly Cloudy
None
2
1
1
Y
N
N
12/13/2019
1.29
SWO18A
No Flow
None
1
1
1
N
N
N
1/24/2020
1.22
SWO18A
Clear
None
1
1
1
Y
N
N
3/3/2020
0.7
SWO18A
Light Clear
None
2
2
2
N
N
N
2/7/2018
1.63
SWO18B
very light
brown
None
2
1
1
N
N
N
2/23/2018
2.57
SWO18B
light brown
None
2
1
1
Y
N
N
12/14/2018
0.89
SWO18B
Light Tan
None
2
1
1
N
N
N
12/13/2019
1.29
SWO18B
No Flow
None
1
1
1
N
N
N
1/24/2020
1.22
SWO18B
Clear
None
1
1
1
Y
N
N
3/3/2020
0.7
SWO18B
Light Clear
None
2
2
2
N
N
N
12/6/2016
0.41
SWO19
Clear
None
1
1
1
N
N
N
9/6/2017
0.54
SWO19
Clear
None
1
1
1
N
N
N
12/20/2017
0.86
SWO19
Clear
None
1
2
1
N
N
N
2/23/2018
2.57
SWO19
Very slightly
yellow
None
1
1
1
Y
N
N
10/10/2018
0.52
SWO19
Clear Medium
None
2
2
2
N
N
N
Page 7 of 7

Attachment 4
Summary of Best Management Practices

4CS ENERGY.
Location: Rogers Energy Complex
Outfall Narrative Description and BMP Summary Permit No. NCS000571
Outfall ID
SW001
..-
Discharge Structure
24" CMP
Location
Broad River at Unit 5
Switchyard
Latitude - Longitude
35' 13' 8.38" N
81 ° 46' 3.15" W
Drainage Area
3.6 acres
Percent Impervious
30%
Permit Monitoring Table
1
Industrial Activities and
This drainage area includes the Unit 5 115 kV switchyard and the relay
Description
house. The switchyard is fenced and covered with gravel. The switchyard
is relatively flat and elevated slightly above the surrounding ground. A curb
surrounds the southern and western perimeters, and ditches divert upland
runoff around the switchyard. There is approximately 2 acres of gravel area
and 1 acre of paved roadways and within this drainage basin.
Approximately 30 percent of this drainage basin is paved.
Significant
Oil: Switchgear equipment in the Unit 5 115 kV switchyard contains a
Materials/Potentlal
total of /0,231 gallons of mineral oil. The AT-1 transformer contains
Pollutants
15,960 gallons of mineral oil, and the AT-2 transformer contains
20,764 gallons of mineral oil. The 17 oil circuit breakers contain a
total of 33,507 gallons of mineral oil. Stormwater from this area is
processed through a 30,000-gallon oil trap tank.
BMP Summary
Oil bearing equipment switchyards
• Maintain level grades and gravel surfaces to retard flows and limit
the spread of spills.
• Collect stormwater runoff in perimeter ditches and route around
switchyard. Divert upland runoff with curbs.
• Inspect transformers for failures or leaks and perform preventive
maintenance. Use dry cleanup methods for spills.
• Train employees in spill response protocols.
Equipment maintenance
• Promptly transfer used fluids to the proper container; do not leave
full deployable containments or other open containers. Empty and
clean deployable containments.
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)).

l� DUKE
ENERGY.
Location: Rogers Energy Complex
Outfall Narrative Description and BMP Summary Permit No. NCS000571
Outfall ID
SW002
Discharge Structure
18" CMP
Location
Broad River at Unit 5
Switchyard
Latitude - Longitude
350 13' 11.69" N
81 ° 45' 54.57" W
Drainage Area
4.6 acres
Percent Impervious
40%
Permit Monitoring Table
1
Industrial Activities and
This drainage area includes the Unit 5 230 kV switchyard. The switchyard
Description
is covered with gravel. The switchyard is relatively flat and elevated slightly
above the surrounding ground. A curb surrounds the southern and eastern
perimeters, and ditches divert upland runoff around the switchyard. There
are about 2.7 acres of gravel surface and one acre of paved roadways
within this drainage basin. Approximately 40 percent of this drainage basin
is paved.
Significant
Oil: Two compononts in the 230 kV switchyard contains a total of 342
Materials/Potential
gallons of mineral oil. All other components in the 230-kV switchyard
Pollutants
are air/gas cooled.
BMP Summary
Oil bearing equipment switchyards
• Maintain level grades and gravel surfaces to retard flows and limit
the spread of spills.
• Collect stormwater runoff in perimeter ditches and route around
switchyard. Divert upland runoff with curbs.
• Inspect transformers for failures or leaks and perform preventive
maintenance. Use dry cleanup methods for spills.
• Train employees in spill response protocols.
Equipment maintenance
• Promptly transfer used fluids to the proper container; do not leave
full drip pans or other open containers around the shop. Empty and
clean drip pans and containers.
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)).

Location: Rogers Energy Complex
Outfall Narrative Description and BMP Summary Permit No. NCS000571
Outfall ID
SW003
Image not available
Discharge Structure
36" CMP (plugged)
Location
Broad River beside Bridge
to Unit 5 Switchyard
Latitude - Longitude
35' 13' 6.21" N
81 ° 45' 56.77" W
Drainage Area
16.4 acres
Percent Impervious
50%
Permit Monitoring Table
n/a
Industrial Activities and
Description
This outfall has been abandoned, and the drainage area is routed to the
yard drainage basin (lined Basement Basin), which is pumped and
discharged through the Waste Water Treatment Facility.
Significant
Materials/Potential
Pollutants
None
BMP Summary
None
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part Il, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)).

(•� DUKE
f°C ENERGY.
Location: Rogers Energy Complex
Outfall Narrative Description and BMP Summary Permit No. NCS000571
Outfall ID
SW004
Discharge Structure
24" CMP
�� tS
Location
Broad River at Units 1-4"
Switchyard
;.
Latitude - Longitude
35' 13' 15.88" N
81 ° 45' 32.22" W
Drainage Area
2.4 acres
Percent Impervious
50%
Permit Monitoring Table
1
Industrial Activities and
This drainage basin is comprised mostly of the Units 1-4 switchyard. The
Description
switchyard is covered with gravel. It is slightly elevated from the
surrounding grade and surrounded by concrete curbing, except on the
northwest end. Less than five percent of this drainage area is paved. The
switchyard is used for transmission only.
Significant
Oil: Switchgear equipment in this drainage basin contains 16,711 gallons
Materials/Potential
of mineral oil. Stormwater runoff from this drainage area is
Pollutants
processed through a 20,000-gallon oil trap tank.
BMP Summary
Oil bearing equipment switchyards
• Maintain level grades and gravel surfaces to retard flows and limit
the spread of spills.
• Collect stormwater runoff in perimeter ditches and route around
switchyard. Divert upland runoff with curbs.
• Inspect transformers for failures or leaks and perform preventive
maintenance. Use dry cleanup methods for spills.
• Train employees in spill response protocols.
Equipment maintenance
• Promptly transfer used fluids to the proper container; do not leave
full drip pans or other open containers around the shop. Empty and
clean drip pans and containers.
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)).

4 DUKE
' ENERGY.,
Location: Rogers Energy Complex
Outfall Narrative Description and BMP Summary Permit No. NCS000571
Outfall ID
SW005
. !.
Discharge Structure
Open, Grated Concrete
Trenches
Location
Concrete trenches to
Broad River
Latitude - Longitude
35' 13' 14.73" N
81 ° 45' 30.52" W
, • �� N.
i
,
Drainage Area
2.3 acres
Percent Impervious
70%
Permit Monitoring Table
1
Industrial Activities and
These trenches are used to return river water used to wash debris from the
Description
intake screens and storm water drainage around Raw Water Pumps. The
trenches are open and covered with grating so runoff from the adjacent
areas can enter them. The area surrounding them is relatively flat and
covered with grass and gravel. The Unit 1-4 Powerhouse has been
converted to lined Holding Cell.
Significant
Materials/Potential
Equipment containing petroleum products
Pollutants
BMP Summary
Secondary containments to contain a spill.
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)).

Location: Rogers Energy Complex
Outfall Narrative Description and BMP Summary Permit No. NCSOOOS71
Outfall ID
SW006
Image not available
Discharge Structure
No longer present
Location
Sheet flow to Broad River
Latitude - Longitude
350 13' 10.22" N
81 ° 45' 30.82" W
Drainage Area
Percent Impervious
Permit Monitoring Table
n/a
Industrial Activities and
Description
This outfall has been abandoned, and the drainage area sheet flows to the
discharge canal.
Significant
Materials/Potential
Pollutants
None
BMP Summary
None
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)).

Location: Rogers Energy Complex
Outfall Narrative Description and BMP Summary Permit No. NCS000571
Outfall ID
SW007
Image Not Available
Discharge Structure
36" CMP (plugged)
Location
East of Yard drainage
Basin
Latitude - Longitude
350 13' 6.07" N
810 45' 17.65" W
Drainage Area
137 acres
Percent Impervious
40%
Permit Monitoring Table
n/a
Industrial Activities and
Description
This outfall has been abandoned (i.e. plugged on March 2016), and the
drainage area is routed to the lined Holding Cell which is pumped and
discharged through the ash basin.
Significant
Materials/Potential
Pollutants
None
BMP Summary
None
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)).

Outfall Narrative Description and BMP Summa
Location: Rogers Energy Complex
Permit No. NCS000571
Outfall ID
SW008
Image not available
Discharge Structure
15" CMP
Location
Northeast of Units 1-4,
across the Broad River
Latitude - Longitude
36° 17' 1.76" N
80' 3' 35.35" W
Drainage Area
4.5 acres
Percent Impervious
5%
Permit Monitoring Table
n/a
Industrial Activities and
Description
None
Significant
Materials/Potential
Pollutants
None
BMP Summary
None
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)).

Outfall Narrative Description and BMP Sum
O utfa II ID SW 009
Discharge Structure 60" RCP
Location Unit 5 inactive ash basin
Latitude - Longitude 350 13' 0.68" N
810 46' 10.68" W
Drainage Area 165 acres
Percent Impervious 20%
Permit Monitoring Table 2
LC�KE
ENERGY.
Location: Rogers Energy Complex
Permit No. NCS000571
Industrial Activities and The drainage area includes the inactive Unit 5 ash basin, a soil/stockpile
Description area, a pond, and three laydown areas (#1A, #113, and #1C). Stormwater
runoff from the area is collected into sedimentation basins. In the event of
heavy rains, overflow is conveyed through surface drainage channels to
sediment basin #3 (SB-3). Overflow from SB-3 is conveyed from a 42-inch-
diameter concrete pipe into a rock channel, and then into the Broad River.
SB-3 contains a sediment basin skimmer. The following is a list of laydown
or work areas and the corresponding erosion control measures taken for
that area:
• The soil/stockpile area contains excess soil, rock, and concrete
debris from on -site construction activities. Runoff from this area is
conveyed via sheet flow toward SB-3.
• Laydown Area # 1A contains new equipment for site projects under
construction. This area is also used as a staging area for heavy
equipment Drainage is routed toward SB-3 via a surface drainage
swale.
• Laydown Area #1 B is located near the clubhouse and helicopter
pad. This area is a gravel lot with no equipment currently stored on
it. Occasionally, equipment with no liquids is stored in the area.
Runoff from this area is conveyed toward SB-3 via a surface
drainage swale.
• Laydown Area #1 C is located west of the transmission line corridor
that passes through the drainage area. This area is a gravel lot
with no equipment currently stored in it. Occasionally, equipment
with no liquids is stored in the area. Runoff from this area is
conveyed toward sediment basin SB-4. In the event of heavy rains,
runoff is conveyed to the Pond located to the northeast. The Pond
drains to SB-3 via a surface drainage swale.
Significant Oil: There is a service transformer at Warehouse #7. It
Materials/Potential contains 334-gallons of mineral oil.
Pollutants
Heavy mobile equipment.
Inert Laydown: Spare equipment, parts, steel, iron, cable, and
miscellaneous supplies. are stored in the flat, gravel
laydown yard #1A. Similar equipment may be stored in the
laydown yards #1 B and #1 C. The equipment and supplies
stored in the laydown yards generally do not contain
liquids.
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)).

Outfall Narrative Description and BMP Summ
Location: Rogers Energy Complex
Permit No. NCSOOOS71
BMP Summary Oil bearing equipment switchyards
• Construct level grades and gravel surfaces to retard flows and limit
the spread of spills.
• Place heavy equipment on concrete or on temporary containment.
Material Storage Area
• Cover laydown material with a temporary covering made
impervious material.
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)).

(+► DUKE
ENERGY
Location: Rogers Energy Complex
Outfall Narrative Description and BMP Summary Permit No. NCS000571
Outfall ID
SW010
F -
"
Discharge Structure
36" CMP
Location
Broad River
Latitude - Longitude
35' 13' 7.78" N
81'46'4.21"W
Drainage Area
7.3 acres
Percent Impervious
0%
Permit Monitoring Table
n/a
Industrial Activities and
This drainage area conveys water from a perennial stream that starts from
Description
adjoining property. The stream enters a 36" CMP pipe on the West side of
the switchyard and continues under the switchyard. The outfall ends into a
channel between the Broad River and the switchyard and flows into the
Broad River.
Significant
None
Materials/Potential
Pollutants
BMP Summary
None
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)).

4nDUKE
ENERGY.
Location: Rogers Energy Complex
Outfall Narrative Description and BMP Summary Permit No. NCS000571
Outfall ID
SW011
t
a
Discharge Structure
30" CMP
Location
Suck Creek
Latitude - Longitude
35' 12' 27.99" N
81 ° 45' 26.28" W
Drainage Area
25 acres
Percent Impervious
0%
Permit Monitoring Table
2
Industrial Activities and
Drainage area includes runoff from gravel parking, laydown areas, and
Description
approximately 1,500 feet railroad tracks. There is approximately 13 acres
of gravel laydown area. Runoff is conveyed into sediment basin SB-1 and
is discharged via a pipe to Suck Creek.
Significant
Inert Laydown: The site is vacant now. Spare equipment, parts, steel,
Materials/Potential
cable, and miscellaneous supplies may be stored in
Pollutants
laydown areas throughout the drainage area. The
equipment and supplies generally do not contain
liquids.
Ash Hauling: The drainage area includes regular fly ash and bottom
ash haul routes.
Coal and Limestone: Rail cars carrying coal and limestone use the rail
lines that pass through this drainage area.
BMP Summary
Material Storage Area
• Cover laydown material with a temporary covering made
impervious material.
Fugitive Dust Emission
• Utilize dust suppression control technologies to minimize offsite
tracking of spilled ash and coal dust.
• Wash vehicles or brush off residue in a designated area where
wash water and residue can be controlled.
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part ll, Section A, 2.(c)).

47 DUKE
ENERGY..
Location: Rogers Energy Complex
Outfall Narrative Description and BMP Summary Permit No. NCS000571
Outfall ID
SW012
!,
Discharge Structure
30" CMP
Location
Suck Creek
Latitude - Longitude
35' 12' 46.13" N
81°45'25.31"W
Drainage Area
29.3 acres
Percent Impervious
10%
Permit Monitoring Table
2
Industrial Activities and
This drainage area covers a portion of the gravel parking lot, a portion of
Description
the Unit 6 cooling tower, the locomotive storage building, a portion of the
gypsum and fly ash haul road, and railroad tracks. Runoff is conveyed into
sediment basin SB-2 and is discharged via a pipe to Suck Creek.
Significant
Inert Laydown: The site is vacant now. Spare equipment, parts, steel,
Materials/Potential
cable, and miscellaneous supplies may be stored in
Pollutants
laydown areas throughout the drainage area. The
equipment and supplies generally do not contain
liquids.
Ash Hauling: The drainage area includes regular fly ash and bottom
ash haul routes.
Coal and Limestone: Rail cars carrying coal and limestone use the rail
lines that pass through this drainage area.
BMP Summary
Material Storage Area
• Cover laydown material with a temporary covering made
impervious material.
Fugitive Dust Emission
• Utilize dust suppression control technologies to minimize offsite
tracking of spilled ash and coal dust.
• Wash vehicles or brush off residue in a designated area where
wash water and residue can be controlled.
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)).

DUKE
*'ENERGY,
Location: Rogers Energy Complex
Outfall Narrative Description and BMP Summary Permit No. NCS000571
Outfall ID
SW015
"I V li
Discharge Structure
9
Series of 13 HDPE�
pipes
(representative size 8")
y ,
Location
Suck Creek
Latitude - Longitude
35' 12' 53.15" N
810 45' 23.49" W
Drainage Area
1.0 acres?
Percent Impervious
0%
Permit Monitoring Table
n/a
Industrial Activities and
Drainage area includes runoff from railroad tracks where limestone is
Description
unloaded from rail cars.
Significant
Limestone and Coal: Rail cars carrying limestone and coal use the rail
Materials/Potential
lines that pass through this drainage area.
Pollutants
BMP Summary
Fugitive Dust Emission
• Utilize dust suppression control technologies to minimize offsite
tracking of spilled limestone and coal.
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)).

Outfall Narrative Description and BMP Summary
!*w DUKE
ENERGY.
Location: Rogers Energy Complex
Permit No. NCS000571
Outfall ID
SW016
Discharge Structure
5 CMP's beneath the
railroad
Location
Suck Creek
Latitude - Longitude
35' 12' 17.94" N
810 45' 43.03" W
x r
Drainage Area
70 acres
Percent Impervious
0%
Permit Monitoring Table
n/a
Industrial Activities and
Drainage area includes runoff from approximately 5,000 feet of railroad
Description
tracks, a gravel parking/laydown area, a portion of the haul road to the fly
ash/gypsum landfill, part of Duke Power Road and the largely vegetated
area east of the entrance to the plant. Runoff is conveyed into sediment
basins RD-1, RD-5, SB-5, and SB-6 and is discharged via pipes to Suck
Creek.
Significant
Oil: There are two fuel tanks in this drainage area as part
Materials/Potential
of the landfill contractor's mobilization area. There is
Pollutants
a 500-gallon gas fuel tank and 1,000-gallon diesel
fuel tank. Both tanks are double -walled. There is a
service transformer at the security building. It
contains 152-gallons of mineral oil.
Inert Laydown: The site is vacant now. Spare equipment, parts, steel,
cable, and miscellaneous supplies may be stored in
laydown areas throughout the drainage area. The
equipment and supplies generally do not contain
liquids.
Ash Hauling: The drainage area includes regular fly ash and bottom
ash haul routes.
Coal and Limestone: Rail cars carrying coal and limestone use the rail
lines that pass through this drainage area.
BMP Summary
Large Bulk Fuel Storage
• Maintain double -walled tanks or secondary containment.
• Inspect storage tanks and piping systems (pipes, pumps, flanges,
couplings, hoses, and valves) for failures or leaks and perform
preventive maintenance.
• Implement spill plans or spill prevention, containment, and
countermeasure (SPCC) plans.
Fugitive Dust Emission
• Utilize dust suppression control technologies to minimize offsite
tracking of spilled ash and coal dust.
• Wash vehicles or brush off residue in a designated area where
wash water and residue can be controlled.
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)).

DUKE
ENERGY.
Location: Rogers Energy Complex
Outfall Narrative Description and BMP Summary Permit No. NCS000571
Outfall ID
Landfill Drainage Area
?
Discharge Structure
4 CMP's beneath the
railroad tracks
Location
Suck Creek
Latitude - Longitude
35' 12' 11.53" N
81 ° 46' 21.77" W
Drainage Area
123 acres
Percent Impervious
0%
Permit Monitoring Table
2
Industrial Activities and
Drainage area includes runoff from approximately 2,000 feet of railroad
Description
tracks, a portion of the haul road to the fly ash/gypsum landfill, exterior
landfill slopes, and non -contact landfill stormwater. Runoff is conveyed into
various sediment basins and is discharged via pipes to Suck Creek.
Significant
Ash Hauling: The drainage area includes regular fly ash and bottom
Materials/Potential
ash haul routes.
Pollutants
Coal and Limestone: Rail cars carrying coal and limestone use the rail
lines that pass through this drainage aroa.
Erosion: Landfill embankments and earthen haul roads are
susceptible to erosion during significant rainfall
events.
Leachate Pond: Leachate is pumped to Unit 6 then conveyed through
yard drainage system to the waste Water Treatment
Facility.
BMP Summary
Fugitive Dust Emission
• Utilize dust suppression control technologies to minimize offsite
tracking of spilled ash and coal dust.
• Wash vehicles before they leave the excavation site in a
designated area where wash water can be controlled (i.e. truck
wash).
Delivery Vehicles
• Inspect all vehicles arriving on the plant site and ensure overall
integrity of the body or container,
Erosion Control
• Install and regularly maintain erosion and sedimentation control
devices.
• Stabilize embankments with vegetation and repair bare spots or
recently eroded areas.
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part 11, Section A, 1.(b)) and BMP Summary (Part 11, Section A, 2.(c)).

(.� DUKE
ENERGY.
Location: Rogers Energy Complex
Outfall Narrative Description and BMP Summary Permit No. NCS000571
Outfall ID
Laydown Area #2
Discharge Structure
30" CMP
Location
Broad River
Latitude - Longitude
35' 12' 17.94" N
81 ° 45' 43.03" W
Drainage Area
10.8 acres
Percent Impervious
0%
Permit Monitoring Table 12
Industrial Activities and Stormwater runoff from the area is collected in a sedimentation basin (SB-
Description 7). Overflow from would be conveyed to a nearby stream that feeds into
the Broad River, but overflow is not a normal occurrence. Runoff is
conveyed into sediment basins SB-7 is discharged via rock weir to an
unnamed tributary the Broad River.
Significant Inert I..aydown- Spare equipment, parts, steel, iron, cable, and
Materials/Potential miscellaneous supplies may be stored in the flat, gravel
Pollutants laydown yard. The equipment and supplies stored in the
laydown yards generally do not contain liquids.
BMP Summary Material Storage Area
• Cover laydown material with a temporary covering made
impervious material.
Fugitive Dust Emission
• Utilize dust suppression control technologies to minimize offsite
tracking of spilled ash and coal dust.
• Wash vehicles before they leave the excavation site in a
designated area where wash water can be controlled (i.e. truck
wash).
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)).

Outfall Narrative Description and BMP Summa
Outfall ID
SW017
Discharge Structure
Concrete Flume
Location
Suck Creek
Latitude - Longitude
350 13' 1.66" N
81 ° 45' 15.68" W
Drainage Area
0.8 acres
Percent Impervious
20%
Permit Monitoring Table 12
(« DUKE
" ENERGY
Location: Rogers Energy Complex
Permit No. NCS000571
Industrial Activities and Drainage area includes runoff from an access road leading to the active ash
Description basin bordered on either side by natural area. The road is paved to the
intersection with other gravel roads and runoff is collected and conveyed by
roadside ditches. There are currently no industrial activities performed in
the drainage area.
Significant None
Materials/Potential
Pollutants There are currently no industrial activities performed in the drainage area. It
is being presented since it discharges to waters of the
State.
BMP Summary I e Paved Road
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)).

& DUKE
'ENERGY
Location: Rogers Energy Complex
Outfall Narrative Description and BMP Summary Permit No. NCS000571
Outfall ID
SW018a
Discharge Structure
Concrete Flume
Location
Broad River
Latitude - Longitude
35 13' 2.87" N
81 ° 45' 9.94" W'"`
Drainage Area
15.5 acres
I
s:-
�`
Percent Impervious
5%
Permit Monitoring Table
2
a
Industrial Activities and
Drainage areas include runoff from natural areas and access roads leading
Description
to the active ash basin. There is a legacy ash structural fill in the drainage
area but it is stabilized with an earthen cover and vegetated. The roads are
mostly gravel through the drainage area. There are currently no industrial
activities performed in the drainage area.
Significant
Ash Stack that is covered in vegetation.
Materials/Potential
Pollutants
BMP Summary
Maintain vegetation coverage.
Inspect for erosion and repair as necessary.
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part Il, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)).

Location: Rogers Energy Complex
Outfall Narrative Description and BMP Summary Permit No. NCS000571
Outfall ID
SW018b
Discharge Structure
Concrete Flume
Location
Broad River
Latitude - Longitude
350 13' 2.96" N
81' 45' 9.19" W
Drainage Area
15.5 acres
Percent Impervious
5%
Permit Monitoring Table 12
Industrial Activities and Drainage areas include runoff from natural areas and access roads leading
Description to the active ash basin. There is a legacy ash structural fill in the drainage
area but it is stabilized with an earthen cover and vegetated. The roads are
mostly gravel through the drainage area. There are currently no industrial
activities performed in the drainage area.
Significant I Ash Stack that is covered in vegetation.
Materials/Potential
Pollutants
BMP Summary I Maintain vegetation coverage.
Inspect for erosion and repair as necessary.
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)).

Outfall Narrative Description and BMP Summary
DUKE
ENERGY,
Location: Rogers Energy Complex
Permit No. NCS000571
Outfall ID
SW019
Discharge Structure
Location
Broad River
Latitude - Longitude
35' 13' 2.95" N
81 ° 45' 9.2" W
jr
tc
Drainage Area
6.4 acres
Percent Impervious
0%
Permit Monitoring Table
2
Industrial Activities and
Drainage area includes runoff from an access road leading to the ash basin
Description
outfall bordered on either side by natural area. The road is paved from the
intersection with other gravel roads and runoff is collected and conveyed by
roadside ditches. There are currently no industrial activities performed in
the drainage area.
Significant
None
Materials/Potential
Pollutants
BMP Summary
None
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part Il, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)).

D
Outfall Narrative Description and BMP Summa
Outfall ID Unit 6 Switchyard
Discharge Structure 3 RCP's to rock weir
Location McCombs Rod
Latitude - Longitude 35' 13' 32.18" N
81 ° 44' 54.12" W
Drainage Area 12 acres
Percent Impervious 0%
Permit Monitoring Table I n/a
f(Y DUKE
``TL " ENERGY,.
Location: Rogers Energy Complex
Permit No. NCS000571
Industrial Activities and Drainage area includes the Unit 6 500 kV switchyard. The switchyard is
Description relatively flat and elevated slightly above the surrounding ground. There
are approximately 12 acres of gravel area including access roadways within
this drainage basin.
Significant
Materials/Potential
Pollutants
BMP Summary
Oil: All transformers in the 500-kV switchyard is air/gas cooled
except for the step-down transformer for switchyard control
house.
Oil bearing equipment switchyards
• Collect stormwater runoff in perimeter ditches and route around
switchyard.
Notes:
1. Outfall fact sheet provides documentation for permit sections for narrative description of potential
pollutants (Part II, Section A, 1.(b)) and BMP Summary (Part II, Section A, 2.(c)).

z
Location: Rogers Energy Complex
Yard Drainage Basin Narrative Description and BMP Summary Permit No. NCS000571
Outfall ID
Discharge Structure
Lined Basement Basin
Pumped to Aux Basin then
pumped to Waste Water
Treatment Equalization
Tanks
Location n/a
Latitude -Longitude n/a
Drainage Area 137 acres
Percent Impervious 40%
Permit Monitorinq Table n/a
Image Not Available
Industrial Activities and The yard drainage basin (lined Holding Cell) contains industrial activities
Description that previously discharged through SW003 and SW007 (emergency
overflows only). Both these outfalls have been plugged and abandoned
and no longer discharge. This information is being retained in the event
those outfalls are brought back into service although there is no plan for
such action.
The Yard Drainage Basin drainage areas receive runoff from yard areas,
and cooling towers for both Units 5 and 6. In 2019 runoff from coal pile,
gypsum pile, and limestone pile was rerouted to the New Holding Basin.
Significant The following materials may only be discharged in the rare occurrence that
Materials/Potential a significant rainfall event generates enough runoff to overtop the holding
Pollutants pond.
Oil: There are several fuel oil tanks in the plant yards
associated with the operation of Unit 5, Unit 6,
FGD, and coal handling equipment.
Unit 5 powerhouse contains the following:
• 6,000-gallon Unit 5 turbine tube oil reservoir
• 1,800 gallons of two 900-gallon Boiler Feed
Pumps containing tube oil
• 2,640 gallons of six 440-gallon Pulverizer mills
containing lube oil
• 630 gallons of ten 63-gallon oil bins for
miscellaneous use
Unit 5-yard area contains the following:
• 50,000-gallon fuel oil storage tank
• 35,000-gallon fuel oil storage tank
• 13,905-gallon Transformer 5CTA containing
mineral oil
• 13,905-gallon Transformer 5CTB containing
mineral oil
• 13,380-gallon Transformer 5 UT containing
mineral oil
• 8,132-gallon FGD An Auxiliary transformer
containing mineral oil
• 8,132-gallon FGD B Auxiliary transformer
containing mineral oil
Page 23 of 27

Location: Rogers Energy Complex
Yard Drainage Basin Narrative Description and BMP Summary Permit No. NCS000571
• 6,080 gallons of numerous190-gallon
Transformers for Unit 5 precipitators containing
mineral oil
• 6,000-gallon diesel fuel oil tank and dispenser
® 4,000-gallon used oil storage tank
® 3,907-gallon Transformer 5 UT containing
mineral oil
• 2,760 gallons of numerous 55-gallon new oil
drums storage area
® 2,750-gallon fuel oil storage for emergency
diesel generator
® 1,760-gallon of numerous 55-gallon oil drums
in sand blast building
® 500-gallon diesel tank for emergency fire pump
• 270-gallon Unit 5 Yard Auxiliary transformer
containing mineral oil
FGD area contains the following:
• 370 gallons of two each of 90- and 95-gallon oil
reservoirs for Booster Fan gallon containing
mineral and hydraulic oil
• 312 gallons of three 104-gallon oil reservoirs
for Oxidation Blowers containing lube oil
® 240 gallons of two 120-gallon lube oil
reservoirs
® 183 gallons Emergency Quench Pump tank
containing diesel
• 500 gallons Emergency Fire Pump tank
containing diesel
• 220 gallons of four 55-gallon drums of oil in
absorber building
• 440 gallons of eight 55-gallon drums of oil in
gypsum dewatering building
® 220 gallons of four 55-gallon drums of oil in
gypsum dewatering building
Unit 6 area contains the following:
• 12,150-gallon Turbine Lube Oil tank
• 528-gallon Turbine Hydraulic Oil tank
• 1,730-gallon Boiler Feed Pump Turbine A Lube
Oil tank
® 1,730-gallon Boiler Feed Pump Turbine A Lube
Oil tank
• 250-gallon Boiler Feed Pump Turbine A
Hydraulic Oil tank
® 250-gallon Boiler Feed Pump Turbine B
Hydraulic Oil tank
® 630 gallons of six 105-gallon Coal Mill
Pulverizer Hydraulic Oil tanks
• 400-gallon Generator Main Seal Oil tank
® 150 gallons of two 75- allon Unit 6A and 6B Air
Page 24 of 27

Location: Rogers Energy Complex
Yard Drainage Basin Narrative Description and BMP Summary Permit No. NCS000571
Heater Bottom Bearing Oil reservoirs
• 400 gallons of four 100-gallon FD and PA Fan
Bearing Oil reservoirs
• 100-gallon Bottom Ash Hydraulic Power Unit
Reservoir
® 45,732 gallons of three 15,244-gallon Unit 6
GSU Transformers containing mineral oil
® 15,244-gallon Unit 6 GSU Spare Transformers
containing mineral oil
® 23,145 gallons of two 7,715-gallon Unit 6
Auxiliary Transformers containing mineral oil
® 5,500 gallons of 100 55-gallon drums of oil in
Unit 6 warehouse
® 2,000 gallons of various sized totes and 55-
gallon drums of oil in Unit 6 Oil house
® 334-gallon Unit 6 Turbine Building exterior
service transformer containing mineral oil
® 136,000-gallon Unit 6 Fuel Oil Storage Tank
• 900-gallon Unit 6 Emergency Diesel Generator
• 400 gallons of two 200-gallon ID Fan A and B
Hydraulic Oil reservoir
® 240 gallons of two 120-gallon ID Fan A and B
Lube Oil reservoir
• 550 gallons of ten 55-gallon drums of oil on
Unit 6 Cooling Tower
® 60-gallon Coal Handling Car Positioner
containing lube oil
® 100-gallon Coal Handling Car Holder
containing lube oil
The 810-level area contains the following:
® 481-gallon Service Transformer containing
mineral oil
• 1,100 gallons of five 55-gallondrums of
petroleum in Drum Storage Shed
Chemicals: A 6,000-gallon tank of 93 percent sulfuric acid and
a 6,000-gallon tank of 50 percent sodium hydroxide
are located on the northeast side of the Unit 5
powerhouse. There is a 5,000-gallon tank of
sulfuric acid and a 5,000-gallon tank of ferric
sulfate at the pretreatment of Unit 5. The old
variable speed induced draft fan drives contain
about 300 gallons of glycol, and the forced draft
variable speed house contains 200 gallons of
propylene glycol. There is a tank near Unit 5
CEMS building that contains less than 2,000
gallons of anhydrous ammonia. There are two
45,000-gallon anhydrous ammonia tanks with
secondary containment for the SCR adjacent to the
Page 25 of 27

Location: Rogers Energy Complex
Yard Drainage Basin Narrative Description and BMP Summary Permit No. NCS000571
clarifier. There are two 601000-gallon anhydrous
ammonia tanks installed for Unit 6.
Coal: Runoff from the coal pile goes to the holding basin.
Coal dust is present along the railroad tracks, coal
handling areas, and the plant yard.
Ash: Wet ash is sluiced through this basin to the ash
settling basin. The ash pipelines are both
aboveground and in concrete trenches. Dry fly ash
is transferred from the plant to the ash silos
through above grade pipelines. The dry fly ash is
transferred from the ash silos to trucks for transport
to off -site projects where it is used as a concrete
additive. Dry ash may also be landfilled on -site.
Hazardous Waste: Hazardous wastes are accumulated and stored on
a temporary basis under cover in hazardous waste
areas adjacent to the Unit 5 new oil house.
Laydown Areas and Temporary Staging Areas: Spare equipment, parts,
steel, cable, and miscellaneous supplies are stored
in laydown areas throughout the site. The
equipment and supplies generally do not contain
liquids.
Wastewater: Plant wastewater from equipment discharges, floor
drains, sumps, FGD wastewater treatment plant,
and the wash station is routed to the plant yard
drainage sump. This wastewater may include oil,
chemical, and hazardous waste spills.
Gypsum and Limestone: Runoff in the area of the gypsum and limestone is
conveyed to a stormwater pond and is ultimately
discharged to the ash basin.
Ash Hauling: The drainage area includes regular fly ash and bottom
ash haul routes.
BMP Summary Large Bulk Fuel Storage
• If area is uncovered, connect storm drainage system to oil trap
tank. Ensure that regular inspections and maintenance procedures
are in place.
• If containment structures have drains, ensure that the drains have
valves, and that valves are maintained in the closed position.
Institute protocols for checking/testing stormwater in containment
areas prior to discharge.
• Use double -walled tanks or secondary containment.
• Inspect storage tanks and piping systems (pipes, pumps, flanges,
couplings, hoses, and valves) for failures or leaks and perform
preventive maintenance.
• Properly dispose of chemicals that are no longer in use.
• Implement spill plans ors ill prevention, containment, and
Page 26 of 27

s
Location: Rogers Energy Complex
Yard Drainage Basin Narrative Description and BMP Summary Permit No. NCS000571
countermeasure (SPCC) plans.
Liquid Storage Tanks
• Inspect transformers for failures or leaks and perform preventive
maintenance.
• Use dry cleanup methods for spills.
• Train employees in spill response protocols.
Oil bearing equipment switchyards
• Construct level grades and gravel surfaces to retard flows and limit
the spread of spills.
Equipment maintenance
• Promptly transfer used fluids to the proper container; do not leave
full drip pans or other open containers around the shop. Empty and
clean drip pans and containers.
Ash Basin/Structural Fill Excavation
• Wash vehicles before they leave the excavation site.
• Inspect all ash hauling vehicles for adequate gate sealing and
overall integrity of the body or container. Repair vehicles lacking in
the above qualities.
• Park ash hauling vehicles and equipment to drain to ash excavation
area or rinse and clean beds and bottoms of trucks prior parking
outside limits of disturbance.
• Utilize dust suppression control technologies to minimize offsite
tracking of spilled ash.
Page 27 of 27

Attachment 5
Narrative of Significant Changes at Rogers Energy Complex

Rogers Energy Complex
Industrial Stormwater Activity Changes
The most significant changes at Rogers Energy Complex with respect to industrial
stormwater activities since the permit NCS000571 became effective on October 1, 2015
include the following:
1. Representative Outfall Status (ROS) was approved for the following storm water
outfalls:
® SW001 as representative of SW002;
® SW011 as representative of SW012;
® A single point (SW015-13) in the group of 13 drains as representative of SW015
— 1-13;
® A single point (SW016-42") in the group of five drains for SW016 as
representative of SW016-24", SW016-30", SW016-35" and SW016-54";
® A single point (Landfill Drainage-18") in a group of four drains for the Landfill
Drainage Area as representative of Landfill Drainage-21", -36" and -42"; and
® SW018A as representative of SW018B.
2. SW007 was plugged. Its drainage area was converted to a wastewater treatment
system. Note this outfall is currently listed in the industrial permit on page 10.
3. There are no industrial activities associated with outfalls SW008, SW010, SW019
and the Unit 6 switchyard.
4. The haul road to the ash landfill was paved.
5. Three large basins were constructed that collect wastewater and stormwater. One
basin (Basement Basin) was built in the footprint of the demolished Unit 1-4 power
station. This basin collects stormwater run-off from Unit 5 and 6. The stormwater
collected in the Basement Basin is pumped to the Auxiliary Basin for processing in the
site wastewater treatment system (NPDES permitted outfall 005). Two other basins
(Holding Basin and Auxiliary Basin) were constructed in the Unit 1-4 retired ash basin
after all ash was removed from this ash basin. The Holding Basin receives stormwater
run-off from the coal, limestone and gypsum piles. This water is processed in the
wastewater treatment system.

Attachment 6
Certification of Development and Implementation of
Stormwater Pollution Prevention Plan

I STORMWATER POLLUTION PREVENTION PLAN I
DEVELOPMENT AND IMPLEMENTATION
ERTIFICATION
North Carolina Division of Energy, Mineral, and Land Resources - Stormwater Permitting
Facility Name: Rogers Energy Complex
Permit Number: NCS000571
Location Address: 573 Duke Power Road, Mooresboro, NC 28114
County: Cleveland and Rutherford Counties
"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
Dave Barnhardt
Print or type name of person signing above
Date 3 691
General Manager II
Title
SPPP Certification 10/13

DUKE
ENERGY.
March 20, 2020
RECEIVED
MAR 2 5 2020
GZMVi Affai1#7o181130Cool 4419-0498(2copies) LAND QUALITY
Annette Lucas MINING PROGRAM
NCDEN1LR- Stormwater Permitting Program
1612 Mail Service Center
Raleigh, NC 27699-1612
Subject: Annual Non-stormwater Discharge Evaluation and Certification
Dear Ms, Lucas:
w H 'Wealherspocn Plant
431 ?orrnr Place Rd
t Wllt;eMn, NC' 28
4134oW. AMdre,�s
Kent Tyndall
L V Sutton Energy Complex
801 Sutton Stearn Plar;t Rd
Wilmington NC 28401
As required by Part It, Section A. (1)(e.) of Duke Energy Progress, LLC's W. H. Weatherspoon
NPDES Storrnwater Permit NCS000589, Duke hereby submits this certification of stormwater
outfalls for the presence of non-stormwater discharges.
910,341.4775
9 K341. 3799
The following permitted stormwater outfalls have been evaluated by visual observation for the
presence of non-stormwater discharges:
• Outfall SW-1: Runoff from an area draining the access road;
• Outfall SW-2: Runoff from areas draining the access road, ditches along an abandoned
railroad, an admin building, and a vegetative area adjacent to the power plant;
• Outfall SW-3: Runoff from aroas draining the western edge of the access road and a picnic
area adjacent to the power plant
Please note Section B (page 6 of 17) of our permit state:
©utfalls SW-2 and SW-3 are influenced by groundwater. Should discharge characteristics or
Influences change such that discharges contain contaminated groundwater or other waters not
authorized by this permit, the permittee will be required to obtain or modify a wastewater permit to
cover these discharges or find an alternative to direct discharge.
If there are any questions, please contact either:
• Mr. Kent Tyndall, Environmental Professional for the W. H. Weatherspoon Plant; phone
[phone] or e-mail Kent. Tyndall Rduke-energy .com: or
• Ms. Joyce Dishmon, Environmental Specialist in our Permitting & Compliance Group, phone
[phone] or email Joee.Dishmon(9duke-enemy-com.
1 certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel property gather and evaluate the
information submitted. Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. I am aware that there are significant penalties for submitting false information,
including the possibility of fines and impriisonment for knowing violations.
Sincerel
Jeffrey t= anagan
Station Manager

It
DUKE
ENERGY.
PROGRESS
March 20, 2020
Certified Mail # 7018 1130 0001 4419 9498 (2 copies)
Annette Lucas
NCDEMLR- Stormwater Permitting Program
1612 Mail Service Center
Raleigh, NC 27699-1612
Subject: Annual Non-stormwater Discharge Evaluation and Certification
Dear Ms, Lucas:
W. H. Weatherspoon Plant
491 Power Plant Rd
Lumberton, NC 28358
Mailing Address.
Kent Tyndall
L. V. Sutton Energy Complex
801 Sutton Steam Plant Rd
Wilmington, NC 28401
As required by Part II, Section A. (1)(e.) of Duke Energy Progress, LLC's W. H. Weatherspoon
NPDES Stormwater Permit NCS000589, Duke hereby submits this certification of stormwater
outfalls for the presence of non-stormwater discharges.
910.341-4775
910-341-4790
The following permitted stormwater outfalls have been evaluated by visual observation for the
presence of non-stormwater discharges:
• Outfall SW-1: Runoff from an area draining the access road;
• Outfall SW-2: Runoff from areas draining the access road, ditches along an abandoned
railroad, an admin building, and a vegetative area adjacent to the power plant;
• Outfall SW-3: nunoff from areas draining the western edge of lire access road and a plcnlc
area adjacent to the power plant
Please note Section B (page 6 of 17) of our permit state:
Outfalls SW-2 and SW-3 are influenced by groundwater. Should discharge characteristics or
influences change such that discharges contain contaminated groundwater or other waters not
authorized by this permit, the permittee will be required to obtain or modify a wastewater permit to
cover these discharges or find an alternative to direct discharge.
If there are any questions, please contact either:
• Mr. Kent Tyndall, Environmental Professional for the W. H. Weatherspoon Plant; phone
[phone] or e-mail Kent.Tyndall @duke-energy.com; or
• Ms. Joyce Dishmon, Environmental Specialist in our Permitting & Compliance Group, phone
[phone] or email [e-mail].
l certify, under penalty of law, that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information submitted. Based on my inquiry of the person or persons who manage the system, or those persons
directly responsible for gathering the information, the information submitted is, to the best of my knowledge and
belief, true, accurate, and complete. l am aware that there are significant penalties for submitting false information,
including the possibility of fines and imprisonment for knowing violations.
Sincerely,
Jeffrey Flanagan
Station Manager

Ms. Annette Lucas
Annual Non-stormwater Discharge Evaluation and Certification
Dated: March 20, 2020
Page 2
Non-Stormwater Discharge Assessment
W. H. Weatherspoon Plant
NPDES Stormwater Permit # NCS000589
Section t3 (page 6 of 17) of our permit state `Outfalls SW-2 and SW-3 are influenced by groundwater'.
Section B (page 6 of 17) of our permit state `Outfalls SW-2 and SW-3 are influenced by groundwater'.

Gwinn, Matt
From:
Wylie, Robert R <[e-mail]>
Sent:
Friday, September 11, 2020 8:08 AM
To:
Gwinn, Matt
Cc:
Moore, James
Subject:
[External] ROGERS ENERGY COMPLEX NCS000571
Follow Up Flag: Follow up
Flag Status: Flagged
• I email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Matt,
The Industrial Storm Water Permit NCS000571 for Rogers Energy Complex requires the following:
"Should the permittee identify or create any new stormwater outfalls; remove any stormwater outfalls identified in
this permit; or alter any drainage areas that change the potential pollutants in runoff discharged through
corresponding outfalls, the permittee will submit a request to NC DEMLR to modify this permit."
At Rogers Energy Complex the storm water discharge pipe SWO12 was in place for a previous sediment basin. With
the site now being stable this outfall was recently modified to incorporate a rock pathway versus a standpipe
leaving the basin. Outfall SWO12 still exists but just wanted to inform you that the actual discharge structure has
been modified.
Within the next month or two (October or November 2020 timeframe) plans are to remove two storm water pipes
(SW018A and SW018B). These discharge pipes are being removed as part of the ash storage area closure activity.
Please advise if you need any additional information.
Thanks,
Robert Wylie
Duke Energy Corporation
Permitting and Compliance, Carolinas
704 382-4669 (office)
704 562-8258 (cell)
[e-mail]

Gamble, Aana C
From: Wylie, Robert R <[e-mail]>
Sent: Wednesday, December 9, 2020 8:54 AM
To: Gamble, Aana C
Cc: Moore, James; Hodges, Steve D
Subject: [External] FW: ROGERS ENERGY COMPLEX NCS000571
CAUTION: External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to
Report Spam.
Aana,
To follow-up with you and James on the note below I wanted to let you know at Rogers Energy Complex storm water
outfalls SWO18A and SWO18B were physically removed on December 2, 2020.
This notification is being made as required in Section B of the subject permit where it states:
"Should the permittee identify or create any new stormwater outfalls; remove any stormwater outfalls identified
in this permit; or alter any drainage areas that change the potential pollutants in runoff discharged through
corresponding outfalls, the permittee will submit a request to NC DEMLR to modify this permit."
This permit is in the renewal process so it is preferred to capture this change as part of the permit renewal instead of
modifying the current permit.
If you need more information or have any questions please let me know.
Thanks,
Robert Wylie
Duke Energy Corporation
Permitting and Compliance, Carolinas
704 562-8258 (cell)
[e-mail]
From: Wylie, Robert R
Sent: Friday, September 11, 2020 8:08 AM
To: Gwinn, Matt <[e-mail]>
Cc: Moore, James <[e-mail]>
Subject: ROGERS ENERGY COMPLEX NCS000571
Matt,
The Industrial Storm Water Permit NCS000571 for Rogers Energy Complex requires the following:

"Should the permittee identify or create any new stormwater outfalls; remove any stormwater outfalls identified in
this permit; or alter any drainage areas that change the potential pollutants in runoff discharged through
corresponding outfalls, the permittee will submit a request to NC DEMLR to modify this permit."
At Rogers Energy Complex the storm water discharge pipe SW012 was in place for a previous sediment basin. With
the site now being stable this outfall was recently modified to incorporate a rock pathway versus a standpipe
leaving the basin. Outfall SW012 still exists but just wanted to inform you that the actual discharge structure has
been modified.
Within the next month or two (October or November 2020 timeframe) plans are to remove two storm water pipes
(SW018A and SW01813). These discharge pipes are being removed as part of the ash storage area closure activity.
Please advise if you need any additional information.
Thanks,
Robert Wylie
Duke Energy Corporation
Permitting and Compliance, Carolinas
704 382-4669 (office)
704 562-8258 (cell)
[e-mail]

Date
Rain Fall
Amount -
Inches
Outfall #
Color
Odor
tin
c
,° V°
v
Q
V, V°
o
U-
>
11/2/2015
2.4
Landfill DA-18
Light Brown
None
2
1
2
N
11/2/2015
2.4
Landfill DA-21
Light brown
None
2
1
2
N
11/2/2015
2.4
Landfill DA-36
Light brown
None
2
1
2
N
11/2/2015
2.4
Landfill DA-42
Light Gray
None
2
1
1
N
11/2/2015
2.4
Laydown Area 2
Clear
None
1
1
1
N
11/2/2015
2.4
SW001
Clear
None
1
1
1
N
11/2/2015
2.4
SW002
Clear
None
1
1
1
N
11/2/2015
2.4
SW004
Clear
None
1
1
1
N
11/2/2015
2.4
SW005
Clear
None
1
1
1
N
11/2/2015
2.4
SW009
Light Brown
None
2
2
1
Y
11/2/2015
2.4
SW011
Light Brown
None
1
1
1
N
11/2/2015
2.4
SW012
Light Brown
None
2
1
1
N
11/2/2015
2.4
SW015
Clear
None
1
2
1
N
11/2/2015
2.4
SW016-24
light brown
None
2
1
2
N
11/2/2015
2.4
SW016-30
Light brown
None
2
1
2
Y
11/2/2015
2.4
SW016-36
light brown
None
2
1
2
Y
11/2/2015
2.4
SW016-42
Light brown
None
2
1
2
N
11/2/2015
2.4
SW016-54
Light Brown
None
3
2
2
Y
2/3/2016
0.84
Landfill DA-18
Brown redish
None
3
2
3
N
2/3/2016
0.84
Landfill DA-21
Brown redish
None
3
2
2
N
2/3/2016
0.84
Landfill DA-42
Brownish
None
2
1
2
N
2/3/2016
0.84
SW001
Clear
None
1
1
1
N
2/3/2016
0.84
SW002
Clear
None
1
1
1
N
2/3/2016
0.84
SW004
Clear
None
1
1
1
N
2/3/2016
0.84
SW005
Clear
None
1
1
1
N
2/3/2016
0.84
SW009
Light Brown
None
2
2
2
Y
2/3/2016
0.84
SW011
brownish
None
2
1
2
N
2/3/2016
0.84
SW012
light brown - clear
None
2
1
2
N
2/3/2016
0.84
SW015
Clear
None
1
2
1
N
2/3/2016
0.84
SW016-24
brownish
None
2
1
2
Y
2/3/2016
0.84
SW016-30
clear to light brown
None
2
1
2
N
2/3/2016
0.84
SW016-36
clear to Brownish
None
2
1
2
Y
2/3/2016
0.84
SW016-42
Brown redish
None
3
1
3
N
2/3/2016
0.84
SW016-54
Red Brownish
None
3
1
3
N
5/17/2016
0.27
SW001
light clear
None
1
1
1
N
5/17/2016
0.27
SW002
light clear
None
1
1
1
N
5/17/2016
0.27
SW004
light clear
None
1
1
1
N
5/19/2016
0.1
SW016-42
Red Brownish
None
2
1
2
N
5/19/2016
0.1
SW016-54
Clear
None
1
1
1
Y
6/1/2016
1.22
Landfill DA-18
light brown
None
2
1
2
N
6/1/2016
1.22
Landfill DA-21
light brown
None
1
1
2
N
6/1/2016
1.22
Laydown Area 2
Clear
None
1
1
1
N

6/1/2016
1.22
SW011
Brown
None
3
1
2
N
6/1/2016
1.22
SW016-24
light brown
None
2
1
2
N
6/1/2016
1.22
SW016-30
Clear
None
2
1
2
N
6/1/2016
1.22
SW016-36
Clear
None
2
1
1
N
6/7/2016
0.9
SW009
light brown
None
2
2
1
N
6/14/2016
1.4
Landfill DA-42
light brown
None
2
1
2
N
11/29/2016
0.6
SW004
light brown
None
3
1
2
N
11/29/2016
0.6
SW005
Brown
None
3
1
3
N
11/29/2016
0.6
SW017
Clear to light gray
None
2
1
2
N
12/6/2016
0.41
SW001
Clear
None
1
1
1
N
12/6/2016
0.41
SW011
brownish
None
3
2
3
N
12/6/2016
0.41
SW015
Clear
None
1
1
1
N
12/6/2016
0.41
SW016-24
light brown
None
2
1
2
N
12/6/2016
0.41
SW016-36
Light Brown
None
2
1
2
N
12/6/2016
0.41
SW016-42
Light Brown
None
2
1
2
N
12/6/2016
0.41
SW016-54
Light Brown
None
2
1
2
N
12/6/2016
0.41
SW019
Clear
None
1
1
1
N
1/2/2017
1.2
Landfill DA-18
Clear
None
1
1
2
N
1/2/2017
1.2
Landfill DA-21
Clear
None
1
1
1
N
1/2/2017
1.2
Landfill DA-36
Brownish
None
3
2
3
Y
1/2/2017
1.2
Landfill DA-42
Light Brown
None
2
2
2
N
1/2/2017
1.2
Laydown Area 2
Clear
None
1
1
1
N
1/2/2017
1.2
SW002
Clear
None
1
1
1
N
1/2/2017
1.2
SW009
brown
None
3
1
3
Y
1/2/2017
1.2
SW012
Light Brown
None
3
1
3
N
1/2/2017
1.2
SW016-30
light brown
None
2
1
3
N
1/21/2017
0.375
SW001
Clear
None
1
1
1
N
1/21/2017
0.375
SW004
Clear
None
1
1
1
N
1/21/2017
0.375
SW011
Red Brownish
None
3
2
3
N
3/31/2017
1.19
SW015
Clear
None
1
1
1
N
3/31/2017
1.19
SW016-24
clear to light orange
None
2
1
3
N
3/31/2017
1.19
SW016-36
Light orange
None
2
1
2
N
3/31/2017
1.19
SW016-42
light beige
None
2
1
2
N
3/31/2017
1.19
SW016-54
medium orange
None
3
1
3
N
4/5/2017
0.87
Landfill DA-18
Orange
None
3
1
4
N
4/5/2017
0.87
Landfill DA-21
brownish
None
3
1
3
N
4/5/2017
0.87
Laydown Area 2
Clear
None
1
1
1
N
4/5/2017
0.87
SW001
light brown
None
2
1
2
N
4/5/2017
0.87
SW005
Clear
None
1
1
1
N
6/13/2017
0.25
SW001
Clear
None
1
1
1
N
6/13/2017
0.25
SW004
Clear
None
1
1
1
N
8/11/2017
0.46
SW004
Clear
None
1
2
2
N
9/6/2017
0.54
SW001
Clear
None
1
1
1
N
9/6/2017
0.54
SW004
Clear
None
1
1
1
N
9/6/2017
0.54
SW015
Clear
None
1
1
1
N
9/6/2017
0.54
SW016-36
Light Brown
None
2
1
2
N
9/6/2017
0.54
SW016-42
Light Brown
INone
2
1
2
N

9/6/2017
0.54
SW017
Clear
None
1
1
2
N
9/6/2017
0.54
SW019
Clear
None
1
1
1
N
11/7/2017
0.4
SW004
Clear
None
1
1
1
N
12/20/2017
0.86
Landfill DA-18
Cloudy
None
3
1
1
N
12/20/2017
0.86
Landfill DA-21
light yellowish
None
2
1
1
N
12/20/2017
0.86
Laydown Area 2
cloudy
None
2
1
1
N
12/20/2017
0.86
SW001
Clear
None
1
1
1
N
12/20/2017
0.86
SW002
Clear
None
1
1
1
N
12/20/2017
0.86
SW004
Clear
None
1
1
1
N
12/20/2017
0.86
SW005
Yellowish
None
2
1
1
N
12/20/2017
0.86
SW012
slight orangish tint
None
2
2
1
N
12/20/2017
0.86
SW015
Clear
None
1
1
1
N
12/20/2017
0.86
SW016-24
Clear
None
2
1
1
N
12/20/2017
0.86
SW016-30
Clear
None
2
1
1
N
12/20/2017
0.86
SW016-36
Light Brown
None
2
1
2
N
12/20/2017
0.86
SW016-42
Light Brown
None
2
2
2
N
12/20/2017
0.86
SW016-54
Clear - red tint
None
2
1
1
N
12/20/2017
0.86
SW017
Clear
None
1
1
1
N
12/20/2017
0.86
SW019
Clear
None
1
2
1
N
2/7/2018
1.63
Landfill DA-36
Orangish Brown
None
5
1
1
N
2/7/2018
1.63
Landfill DA-42
light orangish brown
None
2
1
1
N
2/7/2018
1.63
SW001
Light Brown
None
5
1
1
N
2/7/2018
1.63
SW004
Clear
None
2
1
1
N
2/7/2018
1.63
SW009
Orangish Brown
None
4
2
2
Y
2/7/2018
1.63
SW011
Light Brown
None
3
1
1
N
2/7/2018
1.63
SW016-36
Orangish Brown
None
3
1
2
N
2/7/2018
1.63
SW016-42
Orangish Brown
None
3
1
1
N
2/7/2018
1.63
SW018A
Light Brown
None
3
1
1
Y
2/7/2018
1.63
SW018B
very light brown
None
2
1
1
N
2/23/2018
2.57
SW001
Clear
None
1
1
1
N
2/23/2018
2.57
SW004
Clear
None
1
1
1
N
2/23/2018
2.57
SW009
Orangish Brown
None
3
1
2
Y
2/23/2018
2.57
SW011
Light Brown
None
2
1
1
N
2/23/2018
2.57
SW016-24
Light orangish brown
None
2
2
1
N
2/23/2018
2.57
SW016-30
Orangish Brown
None
3
1
1
N
2/23/2018
2.57
SW016-36
Orangish Brown
None
3
1
1
N
2/23/2018
2.57
SW016-42
Orangish Brown
None
3
1
1
N
2/23/2018
2.57
SW016-54
Light Brown
None
2
1
1
N
2/23/2018
2.57
SW017
slightly cloudy
None
2
2
2
2/23/2018
2.57
SW018A
Brown
None
3
1
1
Y
2/23/2018
2.57
SW018B
light brown
None
2
1
1
Y
2/23/2018
2.57
SW019
Very slightly yellow
None
1
1
1
Y
7/19/2018
0.58
SW004
tannish clear
None
2
1
2
N
10/10/2018
0.52
SW001
Light clear
None
1
3
2
N
10/10/2018
0.52
SW004
light clear
None
1
2
2
N
10/10/2018
0.52
SW015
light clear
None
1
2
2
N
10/10/2018
0.52
SW016-36
Clear light
INone
1
1 1
1
N

10/10/2018
0.52
SW016-54
Medium Clear
None
2
1
1
N
10/10/2018
0.52
SW017
Clear light
None
1
1
1
N
10/10/2018
0.52
SW019
Clear Medium
None
2
2
2
N
12/14/2018
0.89
Landfill DA-18
Orange
None
2
1
2
N
12/14/20181
0.89
Landfill DA-21
light tan
None
2
1
1
N
12/14/2018
0.89
Landfill DA-36
light tan
None
2
1
1
N
12/14/2018
0.89
Landfill DA-42
light tan
None
2
1
1
N
12/14/2018
0.89
SW002
Clear
None
1
1
1
N
12/14/2018
0.89
SW005
Clear
None
1
1
1
N
12/14/2018
0.89
SW009
Slight Tan
None
1
1
1
Y
12/14/2018
0.89
SW011
Light Tan
None
1
1
1
N
12/14/2018
0.89
SW012
Clear
None
1
1
1
N
12/14/2018
0.89
SW016-24
light tan
None
2
1
2
N
12/14/2018
0.89
SW016-30
Clear
None
1
1
1
N
12/14/2018
0.89
SW016-42
light Tan
None
2
1
2
N
12/14/2018
0.89
SW018A
Grayish Tan
None
3
1
3
N
12/14/2018
0.89
SW018B
Light Tan
None
2
1
1
N
12/20/2018
1.75
Laydown Area 2
Slightly cloudy
None
1
1
1
N
12/20/2018
1.75
SW001
Clear
None
1
1
1
N
12/20/2018
1.75
SW004
Clear
None
1
1
1
N
12/20/2018
1.75
SW005
Slightly cloudy
None
2
1
1
N
12/20/2018
1.75
SW009
Slightly cloudy
None
1
2
1
N
12/20/2018
1.75
SW011
Cloudy
None
2
1
1
N
12/20/2018
1.75
SW016-42
Cloudy
None
2
1
1
N
12/20/2018
1.75
SW016-54
Slightly cloudy
None
1
1
1
N
12/20/2018
1.75
SW018A
Slightly Cloudy
None
2
1
1
Y
2/12/2019
0.75
SW001
Clear
None
1
1
1
N
2/12/2019
0.75
SW004
Clear
None
1
2
1
N
2/12/2019
0.75
SW005
Clear
None
1
1
1
N
2/12/2019
0.75
SW012
Clear
Earthy
1
1
1
N
2/12/2019
0.75
SW015
Clear
None
1
1
1
N
2/12/2019
0.75
SW016-30
Clear
None
1
1
1
N
2/12/2019
0.75
SW016-36
light gray
None
2
1
1
N
2/12/2019
0.75
SW016-54
Clear
None
1
1
1
Y
2/12/2019
0.75
SW017
Clear
None
1
1
1
N
4/5/2019
0.93
SW001
Clear
None
1
1
1
N
4/5/2019
0.93
SW004
Clear
None
1
1
1
N
4/5/2019
0.93
SW005
Clear
None
1
1
1
N
4/5/2019
0.93
SW009
clear to light gray
None
2
1
2
Y
4/5/2019
0.93
SW015
Clear
None
1
1
1
N
4/5/2019
0.93
SW016-36
Clear to gray
None
1
1
1
N
4/5/2019
0.93
SW017
Gray
None
2
1
2
N
6/6/2019
0.09
Landfill DA-36
Light Brown
None
2
1
2
N
6/6/2019
0.09
SW005
light brown
None
2
1
2
N
6/6/2019
0.09
SW012
Clear
None
1
1
1
N
6/6/2019
0.09
SW015
Clear
None
1
1
1
N
6/7/20191
1.24
SW001
Clear
INone
1
1 1
1 1
1 N

6/7/2019
1.24
SW004
Clear
None
1
1
1
N
8/27/2019
0.71
SW001
Clear
None
1
1
1
N
8/27/2019
0.71
SW004
Brown
None
1
2
3
N
8/27/2019
0.71
SW005
Clear
None
1
2
1
N
8/27/2019
0.71
SW017
Clear
None
1
1
1
N
11/12/2019
0.53
SW001
Clear
None
1
1
1
N
11/12/2019
0.53
SW004
Clear
None
1
1
1
N
11/12/2019
0.53
SW005
Clear
None
1
1
1
N
11/12/2019
0.53
SW015
Clear
None
1
1
1
N
11/12/2019
0.53
SW017
Clear
None
1
1
2
N
12/13/2019
1.29
Landfill DA-18
Light Brown
None
2
1
2
N
12/13/2019
1.29
Landfill DA-21
Clear
None
1
1
1
N
12/13/2019
1.29
Landfill DA-36
Clear
None
1
1
1
N
12/13/2019
1.29
Landfill DA-42
Clear
None
1
1
1
N
12/13/2019
1.29
SW001
Clear
None
1
1
1
N
12/13/2019
1.29
SW002
Clear
None
1
1
1
N
12/13/2019
1.29
SW004
Clear
None
1
1
1
N
12/13/2019
1.29
SW009
Light Reddish
None
2
1
2
Y
12/13/2019
1.29
SW011
Loght Brown
None
2
1
2
N
12/13/2019
1.29
SW012
Clear
None
1
1
1
N
12/13/2019
1.29
SW015
Clear
None
1
1
1
N
12/13/2019
1.29
SW016-24
Light Brown
None
1
1
1
N
12/13/2019
1.29
SW016-32
Light Brown
None
2
1
2
N
12/13/2019
1.29
SW016-36
Light Brown
None
2
1
2
N
12/13/2019
1.29
SW016-42
Light Brown
None
2
1
2
N
12/13/2019
1.29
SW016-54
Light Brown
None
2
1
2
N
12/13/2019
1.29
SW018A
No Flow
None
1
1
1
N
12/13/2019
1.29
SW018B
No Flow
None
1
1
1
N
1/24/2020
1.22
Landfill DA-18
Reddish Brown
None
5
2
3
N
1/24/2020
1.22
Landfill DA-21
Medium Orange
None
3
1
2
N
1/24/2020
1.22
Landfill DA-36
Slight tint of Orange
None
2
1
2
N
1/24/2020
1.22
Landfill DA-42
Slight tint of Orange
None
2
1
2
N
1/24/2020
1.22
SW001
Clear
None
1
1
1
N
1/24/2020
1.22
SW002
Clear
None
1
1
1
N
1/24/2020
1.22
SW004
Clear
None
1
2
1
N
1/24/2020
1.22
SW005
Clear
None
2
2
2
N
1/24/2020
1.22
SW009
Light Brown
None
2
1
2
N
1/24/2020
1.22
SW012
Clear
None
1
1
1
N
1/24/2020
1.22
SW015-13
Clear
None
1
1
1
N
1/24/2020
1.22
SW016-24
Light Orange
None
2
1
2
N
1/24/2020
1.22
SW016-30
Light Orange
None
2
1
2
N
1/24/2020
1.22
SW016-36
Light Orange
None
2
2
2
N
1/24/2020
1.22
SW016-42
Light Orange
None
2
1
2
N
1/24/2020
1.22
SW016-54
Light Orange
None
2
1
2
N
1/24/2020
1.22
SW017
clear to light brown
None
2
2
2
N
1/24/2020
1.22
SW018A
Clear
None
1
1
1
Y
1/24/2020
1.22
SW018B
Clear
None
1
1
1
Y

2/6/2020
1.6
Laydown Area 2
Clear
None
1
1
1
N
2/6/2020
1.6
SW011
Light Brow
None
2
1
1
N
2/6/2020
1.6
SW015
Clear
None
1
1
1
N
3/3/2020
0.7
Landfill DA-18
Dark Orange
None
4
1
2
N
3/3/2020
0.7
SW001
Light Clear
None
1
1
1
N
3/3/2020
0.7
SW002
Light Clear
None
1
1
1
N
3/3/2020
0.7
SW004
Light Clear
None
1
1
1
N
3/3/2020
0.7
SW005
Light Clear
None
1
1
1
N
3/3/2020
0.7
SW015
Light Clear
None
1
1
1
N
3/3/2020
0.7
SW016-24
orange to light brown
None
3
1
2
Y
3/3/2020
0.7
SW016-30
Slight tint of Brown
None
2
1
1
N
3/3/2020
0.7
SW016-36
Light clear
None
1
1
1
N
3/3/2020
0.7
SW016-42
Light Brown
None
2
1
1
Y
3/3/2020
0.7
SW016-54
Yellowish to light brow
None
2
1
1
Y
3/3/2020
0.7
SW017
Light Clear
None
1
2
2
N
3/3/2020
0.7
SW018A
Light Clear
None
2
2
2
N
3/3/2020
0.7
SW018B
Light Clear
None
2
2
2
N
5/19/2020
2.77
Landfill DA-18
Medium Red
None
3
1
1
N
5/19/2020
2.77
Landfill DA-21
Light Reddish
None
2
1
1
N
5/19/2020
2.77
Landfill DA-36
Clear
None
1
1
1
N
5/19/2020
2.77
Landfill DA-42
Clear
None
1
1
1
N
5/19/2020
2.77
Laydown Area 2
Light brown
None
2
1
1
N
5/19/2020
2.77
SW001
Clear
None
1
1
1
N
5/19/2020
2.77
SW002
Clear
None
1
1
1
N
5/19/2020
2.77
SW004
Clear
None
1
1
1
N
5/19/2020
2.77
SW005
Clear
None
1
1
1
N
5/19/2020
2.77
SW009
Light Brown
None
2
1
1
N
5/19/2020
2.77
SW011
Light Brown
None
2
1
1
N
5/19/2020
2.77
SW015
Clear
None
1
1
1
N
5/19/2020
2.77
SW016-24
Light Brown
None
2
1
1
N
5/19/2020
2.77
SW016-30
Medium reddish browr
None
2
1
1
N
5/19/2020
2.77
SW016-36
Clear
None
1
1
1
N
5/19/2020
2.77
SW016-42
Medium Brown
None
3
1
2
Y
5/19/2020
2.77
SW016-54
Light Brown
None
2
1
1
Y
5/19/2020
2.77
SW017
Clear
None
1
1
1
N
5/19/2020
2.77
SW018A
Light Brown
None
2
1
1
Y
5/19/2020
2.77
SW018B
Light Brown
None
1
1
2
N
6/16/2020
0.7
SW004
Clear
None
1
1
1
N
8/21/2020
1
Landfill DA-18
Light Brown
None
3
1
3
N
8/21/2020
1
Landfill DA-21
Clear
None
1
1
1
N
8/21/2020
1
Laydown Area 2
Clear
None
1
1
1
N
8/21/2020
1
SW001
Clear
None
1
1
1
N
8/21/2020
1
SW002
Clear
None
1
1
1
N
8/21/2020
1.25
SW004
Clear
None
1
1
1
N
8/21/2020
1
SW005
Clear
None
1
1
1
N
8/21/2020
1
SW011
light Brown
None
2
1
2
N
8/21/2020
1.25
SW012
Clear
INone
1 1
J 1
1 1
1 N

8/21/2020
1
SWO15
Clear
None
1
1
1
N
8/21/2020
1
SWO16-24
Clear
None
2
1
1
N
8/21/2020
1
SWO16-30
Light Brown
None
2
1
2
N
8/21/2020
1
SWO16-36
Light Brown
None
2
1
2
N
8/21/2020
1
SWO16-42
Light Brown
None
3
1
3
N
8/21/2020
1
SWO16-54
Clear
None
2
1
2
N
8/21/2020
1
SWO17
Clear
None
1
1
1
N
9/17/2020
2.19
SWO01
Clear
None
1
1
1
N
9/17/2020
2.19
SWO04
Clear
None
1
1
1
N
9/17/2020
2.19
SWO05
Clear
None
1
1
1
N
9/17/2020
2.19
SWO12
Light Brown
None
2
1
1
N
9/17/2020
2.19
SWO15
Clear
None
1
1
1
N
9/17/2020
2.19
SWO16-24
Clear
None
1
1
1
N
9/17/2020
2.19
SWO16-30
Clear
None
1
1
1
N
9/17/2020
2.19
SWO16-36
Light Brown
None
2
1
2
N
9/17/2020
2.19
SWO16-42
Light Brown
None
3
2
2
N
9/17/2020
2.19
SW016-54
Light Brown
None
2
1
1
N
9/17/2020
2.19
SWO17
Light Brown
None
2
1
1
N
10/28/2020
0.72
SWO01
Clear
None
1
1
1
N
10/28/2020
0.72
SWO04
Clear
None
1
1
1
N
10/29/2020
1.4
Landfill DA-21
Light Brown
None
2
1
1
N
10/29/2020
1.4
Landfill DA-36
Clear
None
1
1
1
N
10/29/2020
1.4
Landfill DA-42
Light Brown
None
2
1
1
N
10/29/2020
1.4
Laydown Area 2
Light Brown
None
2
1
1
N
10/29/2020
1.4
SWO02
Clear
None
1
1
1
N
10/29/2020
1.4
SWO09
Slight orange - brown
None
2
1
1
N
10/29/2020
1.4
SWO11
Light Brown
None
2
1
1
N
10/29/2020
1.4
SWO12
Clear
None
1
1
1
N
10/29/2020
1.4
SWO15
Clear
None
1
1
1
N
10/29/2020
1.4
SWO16-24
Light Brown
None
2
1
1
N
10/29/2020
1.4
SWO16-30
Light Brown
None
2
1
1
N
10/29/2020
1.4
SWO16-36
Light Brown
None
2
1
1
N
10/29/2020
1.4
SWO16-42
Brown
None
3
1
1
N
10/29/2020
1.4
SWO16-54
Reddish Brown
None
3
1
1
N
10/29/2020
1.4
SWO18A
Brown
None
2
1
1
N
10/29/2020
1.4
SWO18B
orange Brown
None
3
1
1
N
12/14/2020
1.25
SWO05
Clear
None
1
1
1
N
12/14/2020
1.25
SWO17
Clear
None
1
1
1
N
1/25/2021
0.67
SWO04
Clear
None
1
1
1
N
1/26/2021
1.21
Landfill DA-21
Light Brown
None
2
1
1
N
1/26/2021
1.21
Landfill DA-36
Light Brown
None
2
1
2
N
1/26/2021
1.21
Landfill DA-42
Light Brown
None
2
1
2
N
1/26/2021
1.21
SWO09
Light Brown
None
2
1
2
y
1/26/2021
1.21
SWO11
Light Brown
None
1
4
1
N
1/26/2021
1.21
SWO12
Light Brown
None
1
1
1
N
1/26/2021
1.21
SWO16-24
Brown
None
2
1
2
N
1/26/20211
1.21
SWO16-30
Light Brown
INone
2
1
1
N

1/26/2021
1.21
SWO16-36
Clear
None
1
1
1
N
1/26/2021
1.21
SWO16-42
Brown
None
3
1
2
N
1/26/2021
1.21
SW016-54
Light Brown
None
2
1
1
N
2/11/2021
0.12
SWO17
Light Brown
None
3
1
1
N
3/16/2021
1.35
Landfill DA-18
Light Brown
None
2
1
2
N
3/16/2021
1.35
SWO01
Clear
None
1
1
1
N
3/16/2021
1.35
SWO02
Clear
None
1
1
1
N
3/16/2021
1.35
SWO04
Clear
None
1
1
1
N
3/16/2021
1.35
SWO05
Light to Clear
None
1
1
1
N
3/16/2021
1.35
SWO09
Light Brown
None
2
1
2
N
3/16/2021
1.35
SWO11
Light Brown
None
2
1
2
N
3/16/2021
1.35
SWO15
Clear
None
1
1
1
N
3/18/2021
1
Laydown Area 2
Light Brown
None
2
1
2
N
7/8/2021
1.11
SWO01
Clear
None
1
1
1
N
7/8/2021
1.11
SWO04
Clear
None
1
1
1
N
9/21/2021
1.14
SWO01
Clear
None
1
1
1
N
9/21/2021
1.14
1 SWO04
Iclear
None
1
1
1
N
9/21/2021
1.14
SWO15
Clear
None
1
1
1
N
9/21/2021
1.14
ISWO17
Light Brown
None
3
1
3
N

O
(n
0
�
0
W
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Y
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Y
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N

N
N
N
N
N
N
N
Y
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N

N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N

N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N

N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N

N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N

N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N

N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N

Other
Floating sticks, twigs and leaves from weed eating.
Foam normal over rocks
Foam normal with flow.
I Foam normal with flow and silt on the outlet barrel. I
Leaves
Grass twigs
Minor bubbles cominfz out of outlet
ISmall amount of foam. Erosion was present prior to stormwater permit. I
(Where flow is hittin.Q rocks foam is bein.Q generated I

IGravel and sand at end of outlet I

Minor leave material floating in TSS sample
Minor plant material on surface
I Minor iron bacteria floating on surface I
Leaves
Plant matter
minor foam clear
Clear foam

Discharge from rain on concrete.

Evaluation later in the day identified the material could have been coming from a metal oxide absorbent sock. Re
Foam is from the elevation drop inside stormwater piping.
No flow from SWO15-10

Foam from elevation fall in pipe.
Grass and organic weed were the floating solids.

sample in afternoon and discharge was clear.

Rogers Energy Conmplex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
U
un
c
-20
LL N
v
Q
Z o
N N
E
o
L.L
_
v
N
4-
o
o
°
- w
11/2/2015
2.4
Landfill DA-18
Light Brown
None
2
1
2
N
N
N
2/3/2016
0.84
Landfill DA-18
Brown redish
None
3
2
3
N
N
N
6/1/2016
1.22
Landfill DA-18
light brown
None
2
1
2
N
N
N
1/2/2017
1.2
Landfill DA-18
Clear
None
1
1
2
N
N
N
4/5/2017
0.87
Landfill DA-18
Orange
None
3
1
4
N
N
N
12/20/2017
0.86
Landfill DA-18
Cloudy
None
3
1
1
N
N
N
12/14/2018
0.89
Landfill DA-18
Orange
None
2
1
2
N
N
N
12/13/2019
1.29
Landfill DA-18
Light Brown
None
2
1
2
N
N
N
1/24/2020
1.22
Landfill DA-18
Reddish Brown
None
5
2
3
N
N
N
3/3/2020
0.7
Landfill DA-18
Dark Orange
None
4
1
2
N
N
N
5/19/2020
2.77
Landfill DA-18
Medium Red
None
3
1
1
N
N
N
8/21/2020
1
Landfill DA-18
Light Brown
None
3
1
3
N
N
N
3/16/2021
1.35
Landfill DA-18
Light Brown
None
2
1
2
N
N
N
11/2/2015
2.4
Landfill DA-21
Light brown
None
2
1
2
N
N
N
2/3/2016
0.84
Landfill DA-21
Brown redish
None
3
2
2
N
N
N
6/1/2016
1.22
Landfill DA-21
light brown
None
1
1
2
N
N
N
1/2/2017
1.2
Landfill DA-21
Clear
None
1
1
1
N
N
N
4/5/2017
0.87
Landfill DA-21
brownish
None
3
1
3
N
N
N
12/20/2017
0.86
Landfill DA-21
light yellowish
None
2
1
1
N
N
N
12/14/2018
0.89
Landfill DA-21
light tan
None
2
1
1
N
N
N
12/13/2019
1.29
Landfill DA-21
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
Landfill DA-21
Medium Orange
None
3
1
2
N
N
N
5/19/2020
2.77
Landfill DA-21
Light Reddish
None
2
1
1
N
N
N
8/21/2020
1
Landfill DA-21
Clear
None
1
1
1
N
N
N
10/29/2020
1.4
Landfill DA-21
Light Brown
None
2
1
1
N
N
N
1/26/2021
1.21
Landfill DA-21
Light Brown
None
2
1
1
N
N
N
11/2/2015
2.4
Landfill DA-36
Light brown
None
2
1
2
N
N
N
1/2/2017
1.2
Landfill DA-36
Brownish
None
3
2
3
Y
N
N
2/7/2018
1.63
Landfill DA-36
Orangish Brown
None
5
1
1
N
N
N
12/14/2018
0.89
Landfill DA-36
light tan
None
2
1
1
N
N
N
:.

Rogers Energy Conmplex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
U
un
c
-20
LL N
v
Q
Z o
N N
E
o
L.L
_
v
N
4-
o
o
°
- w
6/6/2019
0.09
Landfill DA-36
Light Brown
None
2
1
2
N
N
N
12/13/2019
1.29
Landfill DA-36
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
Landfill DA-36
Slight tint of Orange
None
2
1
2
N
N
N
5/19/2020
2.77
Landfill DA-36
Clear
None
1
1
1
N
N
N
10/29/2020
1.4
Landfill DA-36
Clear
None
1
1
1
N
N
N
1/26/2021
1.21
Landfill DA-36
Light Brown
None
2
1
2
N
N
N
11/2/2015
2.4
Landfill DA-42
Light Gray
None
2
1
1
N
N
N
2/3/2016
0.84
Landfill DA-42
Brownish
None
2
1
2
N
N
N
6/14/2016
1.4
Landfill DA-42
light brown
None
2
1
2
N
N
N
1/2/2017
1.2
Landfill DA-42
Light Brown
None
2
2
2
N
N
N
2/7/2018
1.63
Landfill DA-42
light orangish brown
None
2
1
1
N
N
N
12/14/2018
0.89
Landfill DA-42
light tan
None
2
1
1
N
N
N
12/13/2019
1.29
Landfill DA-42
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
Landfill DA-42
Slight tint of Orange
None
2
1
2
N
N
N
5/19/2020
2.77
Landfill DA-42
Clear
None
1
1
1
N
N
N
10/29/2020
1.4
Landfill DA-42
Light Brown
None
2
1
1
N
N
N
1/26/2021
1.21
Landfill DA-42
Light Brown
None
2
1
2
N
N
N
11/2/2015
2.4
Laydown Area 2
Clear
None
1
1
1
N
N
N
6/1/2016
1.22
Laydown Area 2
Clear
None
1
1
1
N
N
N
1/2/2017
1.2
Laydown Area 2
Clear
None
1
1
1
N
N
N
4/5/2017
0.87
Laydown Area 2
Clear
None
1
1
1
N
N
N
12/20/2017
0.86
Laydown Area 2
cloudy
None
2
1
1
N
N
N
12/20/2018
1.75
Laydown Area 2
Slightly cloudy
None
1
1
1
N
N
N
2/6/2020
1.6
Laydown Area 2
Clear
None
1
1
1
N
N
N
5/19/2020
2.77
Laydown Area 2
Light brown
None
2
1
1
N
N
N
8/21/2020
1
Laydown Area 2
Clear
None
1
1
1
N
N
N
10/29/2020
1.4
Laydown Area 2
Light Brown
None
2
1
1
N
N
N
3/18/2021
1
Laydown Area 2
Light Brown
None
2
1
2
N
N
N
11/2/2015
2.4
SW001
Clear
None
1
1
1
N
N
N
2/3/2016
0.84
SW001
Clear
None
1
1
1
N
N
N
:.

Rogers Energy Conmplex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
U
un
c
-20
LL N
v
Q
Z o
N N
E
o
L.L
_
v
N
4-
o
o
°
- w
5/17/2016
0.27
SW001
light clear
None
1
1
1
N
N
N
12/6/2016
0.41
SW001
Clear
None
1
1
1
N
N
N
1/21/2017
0.375
SW001
Clear
None
1
1
1
N
N
N
4/5/2017
0.87
SW001
light brown
None
2
1
2
N
N
N
6/13/2017
0.25
SW001
Clear
None
1
1
1
N
N
N
9/6/2017
0.54
SW001
Clear
None
1
1
1
N
N
N
12/20/2017
0.86
SW001
Clear
None
1
1
1
N
N
N
2/7/2018
1.63
SW001
Light Brown
None
5
1
1
N
N
N
2/23/2018
2.57
SW001
Clear
None
1
1
1
N
N
N
10/10/2018
0.52
SW001
Light clear
None
1
3
2
N
N
N
12/20/2018
1.75
SW001
Clear
None
1
1
1
N
N
N
2/12/2019
0.75
SW001
Clear
None
1
1
1
N
N
N
4/5/2019
0.93
SW001
Clear
None
1
1
1
N
N
N
6/7/2019
1.24
SW001
Clear
None
1
1
1
N
N
N
8/27/2019
0.71
SW001
Clear
None
1
1
1
N
N
N
11/12/2019
0.53
SW001
Clear
None
1
1
1
N
N
N
12/13/2019
1.29
SW001
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
SW001
Clear
None
1
1
1
N
N
N
3/3/2020
0.7
SW001
Light Clear
None
1
1
1
N
N
N
5/19/2020
2.77
SW001
Clear
None
1
1
1
N
N
N
8/21/2020
1
SW001
Clear
None
1
1
1
N
N
N
9/17/2020
2.19
SW001
Clear
None
1
1
1
N
N
N
10/28/2020
0.72
SW001
Clear
None
1
1
1
N
N
N
3/16/2021
1.35
SW001
Clear
None
1
1
1
N
N
N
7/8/2021
1.11
SW001
Clear
None
1
1
1
N
N
N
9/21/2021
1.14
SW001
Clear
None
1
1
1
N
N
N
11/2/2015
2.4
SW002
Clear
None
1
1
1
N
N
N
2/3/2016
0.84
SW002
Clear
None
1
1
1
N
N
N
5/17/2016
0.27
SW002
light clear
None
1
1
1
N
N
N
1/2/2017
1.2
SW002
Clear
None
1
1
1
N
N
N
:.

Rogers Energy Conmplex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
U
un
c
-20
LL N
v
Q
Z o
N N
E
o
L.L
_
v
N
4-
o
o
°
- w
12/20/2017
0.86
SW002
Clear
None
1
1
1
N
N
N
12/14/2018
0.89
SW002
Clear
None
1
1
1
N
N
N
12/13/2019
1.29
SW002
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
SW002
Clear
None
1
1
1
N
N
N
3/3/2020
0.7
SW002
Light Clear
None
1
1
1
N
N
N
5/19/2020
2.77
SW002
Clear
None
1
1
1
N
N
N
8/21/2020
1
SW002
Clear
None
1
1
1
N
N
N
10/29/2020
1.4
SW002
Clear
None
1
1
1
N
N
N
3/16/2021
1.35
SW002
Clear
None
1
1
1
N
N
N
11/2/2015
2.4
SW004
Clear
None
1
1
1
N
N
N
2/3/2016
0.84
SW004
Clear
None
1
1
1
N
N
N
5/17/2016
0.27
SW004
light clear
None
1
1
1
N
N
N
11/29/2016
0.6
SW004
light brown
None
3
1
2
N
N
N
1/21/2017
0.375
SW004
Clear
None
1
1
1
N
N
N
6/13/2017
0.25
SW004
Clear
None
1
1
1
N
N
N
8/11/2017
0.46
SW004
Clear
None
1
2
2
N
N
N
9/6/2017
0.54
SW004
Clear
None
1
1
1
N
N
N
11/7/2017
0.4
SW004
Clear
None
1
1
1
N
N
N
12/20/2017
0.86
SW004
Clear
None
1
1
1
N
N
N
2/7/2018
1.63
SW004
Clear
None
2
1
1
N
N
N
2/23/2018
2.57
SW004
Clear
None
1
1
1
N
N
N
7/19/2018
0.58
SW004
tannish clear
None
2
1
2
N
N
N
10/10/2018
0.52
SW004
light clear
None
1
2
2
N
N
N
12/20/2018
1.75
SW004
Clear
None
1
1
1
N
N
N
2/12/2019
0.75
SW004
Clear
None
1
2
1
N
N
N
4/5/2019
0.93
SW004
Clear
None
1
1
1
N
N
N
6/7/2019
1.24
SW004
Clear
None
1
1
1
N
N
N
8/27/2019
0.71
SW004
Brown
None
1
2
3
N
N
N
11/12/2019
0.53
SW004
Clear
None
1
1
1
N
N
N
:.

Rogers Energy Conmplex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
U
un
c
-20
LL N
v
Q
Z o
N N
E
o
L.L
_
v
N
4-
o
o
°
- w
12/13/2019
1.29
SW004
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
SW004
Clear
None
1
2
1
N
N
N
3/3/2020
0.7
SW004
Light Clear
None
1
1
1
N
N
N
5/19/2020
2.77
SW004
Clear
None
1
1
1
N
N
N
6/16/2020
0.7
SW004
Clear
None
1
1
1
N
N
N
8/21/2020
1.25
SW004
Clear
None
1
1
1
N
N
N
9/17/2020
2.19
SW004
Clear
None
1
1
1
N
N
N
10/28/2020
0.72
SW004
Clear
None
1
1
1
N
N
N
1/25/2021
0.67
SW004
Clear
None
1
1
1
N
N
N
3/16/2021
1.35
SW004
Clear
None
1
1
1
N
N
N
7/8/2021
1.11
SW004
Clear
None
1
1
1
N
N
N
9/21/2021
1.14
SW004
Clear
None
1
1
1
N
N
N
11/2/2015
2.4
SW005
Clear
None
1
1
1
N
N
N
2/3/2016
0.84
SW005
Clear
None
1
1
1
N
N
N
11/29/2016
0.6
SW005
Brown
None
3
1
3
N
N
N
4/5/2017
0.87
SW005
Clear
None
1
1
1
N
N
N
12/20/2017
0.86
SW005
Yellowish
None
2
1
1
N
N
N
12/14/2018
0.89
SW005
Clear
None
1
1
1
N
N
N
12/20/2018
1.75
SW005
Slightly cloudy
None
2
1
1
N
N
N
2/12/2019
0.75
SW005
Clear
None
1
1
1
N
N
N
4/5/2019
0.93
SW005
Clear
None
1
1
1
N
N
N
6/6/2019
0.09
SW005
light brown
None
2
1
2
N
N
N
8/27/2019
0.71
SW005
Clear
None
1
2
1
N
N
N
11/12/2019
0.53
SW005
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
SW005
Clear
None
2
2
2
N
N
N
3/3/2020
0.7
SW005
Light Clear
None
1
1
1
N
N
N
5/19/2020
2.77
SW005
Clear
None
1
1
1
N
N
N
8/21/2020
1
SW005
Clear
None
1
1
1
N
N
N
9/17/2020
2.19
SW005
Clear
None
1
1
1
N
N
N
12/14/2020
1.25
SW005
Clear
None
1
1
1
N
N
N
:.

Rogers Energy Conmplex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
U
un
c
-20
LL N
v
Q
Z o
N N
E
o
L.L
_
v
N
4-
o
o
°
- w
3/16/2021
1.35
SW005
Light to Clear
None
1
1
1
N
N
N
11/2/2015
2.4
SW009
Light Brown
None
2
2
1
Y
N
N
2/3/2016
0.84
SW009
Light Brown
None
2
2
2
Y
N
N
6/7/2016
0.9
SW009
light brown
None
2
2
1
N
N
N
1/2/2017
1.2
SW009
brown
None
3
1
3
Y
N
N
2/7/2018
1.63
SW009
Orangish Brown
None
4
2
2
Y
N
N
2/23/2018
2.57
SW009
Orangish Brown
None
3
1
2
Y
N
N
12/14/2018
0.89
SW009
Slight Tan
None
1
1
1
Y
N
N
12/20/2018
1.75
SW009
Slightly cloudy
None
1
2
1
N
N
N
4/5/2019
0.93
SW009
clear to light gray
None
2
1
2
Y
N
N
12/13/2019
1.29
SW009
Light Reddish
None
2
1
2
Y
N
N
1/24/2020
1.22
SW009
Light Brown
None
2
1
2
N
N
N
5/19/2020
2.77
SW009
Light Brown
None
2
1
1
N
N
N
10/29/2020
1.4
SW009
Slight orange - brown
None
2
1
1
N
N
N
1/26/2021
1.21
SW009
Light Brown
None
2
1
2
Y
N
N
3/16/2021
1.35
SW009
Light Brown
None
2
1
2
N
N
N
11/2/2015
2.4
SW011
Light Brown
None
1
1
1
N
N
N
2/3/2016
0.84
SW011
brownish
None
2
1
2
N
N
N
6/1/2016
1.22
SW011
Brown
None
3
1
2
N
N
N
12/6/2016
0.41
SW011
brownish
None
3
2
3
N
N
N
1/21/2017
0.375
SW011
Red Brownish
None
3
2
3
N
N
N
2/7/2018
1.63
SW011
Light Brown
None
3
1
1
N
N
N
2/23/2018
2.57
SW011
Light Brown
None
2
1
1
N
N
N
12/14/2018
0.89
SW011
Light Tan
None
1
1
1
N
N
N
12/20/2018
1.75
SW011
Cloudy
None
2
1
1
N
N
N
12/13/2019
1.29
SW011
Loght Brown
None
2
1
2
N
N
N
2/6/2020
1.6
SW011
Light Brow
None
2
1
1
N
N
N
5/19/2020
2.77
SW011
Light Brown
None
2
1
1
N
N
N
8/21/2020
1
SW011
light Brown
None
2
1
2
N
N
N
10/29/2020
1.4
SW011
Light Brown
None
2
1
1
N
N
N
:.

Rogers Energy Conmplex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
U
un
c
-20
LL N
v
Q
Z o
N N
E
o
L.L
_
v
N
4-
o
o
°
- w
1/26/2021
1.21
SW011
Light Brown
None
1
4
1
N
N
N
3/16/2021
1.35
SW011
Light Brown
None
2
1
2
N
N
N
11/2/2015
2.4
SW012
Light Brown
None
2
1
1
N
N
N
2/3/2016
0.84
SW012
light brown - clear
None
2
1
2
N
N
N
1/2/2017
1.2
SW012
Light Brown
None
3
1
3
N
N
N
12/20/2017
0.86
SW012
slight orangish tint
None
2
2
1
N
N
N
12/14/2018
0.89
SW012
Clear
None
1
1
1
N
N
N
2/12/2019
0.75
SW012
Clear
Earthy smell
1
1
1
N
N
N
6/6/2019
0.09
SW012
Clear
None
1
1
1
N
N
N
12/13/2019
1.29
SW012
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
SW012
Clear
None
1
1
1
N
N
N
8/21/2020
1.25
SW012
Clear
None
1
1
1
N
N
N
9/17/2020
2.19
SW012
Light Brown
None
2
1
1
N
N
N
10/29/2020
1.4
SW012
Clear
None
1
1
1
N
N
N
1/26/2021
1.21
SW012
Light Brown
None
1
1
1
N
N
N
11/2/2015
2.4
SW015
Clear
None
1
2
1
N
N
N
2/3/2016
0.84
SW015
Clear
None
1
2
1
N
N
N
12/6/2016
0.41
SW015
Clear
None
1
1
1
N
N
N
3/31/2017
1.19
SW015
Clear
None
1
1
1
N
N
N
9/6/2017
0.54
SW015
Clear
None
1
1
1
N
N
N
12/20/2017
0.86
SW015
Clear
None
1
1
1
N
N
N
10/10/2018
0.52
SW015
light clear
None
1
2
2
N
N
N
2/12/2019
0.75
SW015
Clear
None
1
1
1
N
N
N
4/5/2019
0.93
SW015
Clear
None
1
1
1
N
N
N
6/6/2019
0.09
SW015
Clear
None
1
1
1
N
N
N
11/12/2019
0.53
SW015
Clear
None
1
1
1
N
N
N
12/13/2019
1.29
SW015
Clear
None
1
1
1
N
N
N
2/6/2020
1.6
SW015
Clear
None
1
1
1
N
N
N
2020
0.7
SW015
Light Clear
None
1
1
1
N
N
N
M2020
2.77
SW015
Clear
None
1
1
1
N
N
N
:.

Rogers Energy Conmplex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
U
un
c
-20
LL N
v
Q
Z o
N N
E
o
L.L
_
v
N
4-
o
o
°
- w
8/21/2020
1
SW015
Clear
None
1
1
1
N
N
N
9/17/2020
2.19
SW015
Clear
None
1
1
1
N
N
N
10/29/2020
1.4
SW015
Clear
None
1
1
1
N
N
N
3/16/2021
1.35
SW015
Clear
None
1
1
1
N
N
N
9/21/2021
1.14
SW015
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
SW015-13
Clear
None
1
1
1
N
N
N
11/2/2015
2.4
SW016-24
light brown
None
2
1
2
N
N
N
2/3/2016
0.84
SW016-24
brownish
None
2
1
2
Y
N
N
6/1/2016
1.22
SW016-24
light brown
None
2
1
2
N
N
N
12/6/2016
0.41
SW016-24
light brown
None
2
1
2
N
N
N
3/31/2017
1.19
SW016-24
clear to light orange
None
2
1
3
N
N
N
12/20/2017
0.86
SW016-24
Clear
None
2
1
1
N
N
N
2/23/2018
2.57
SW016-24
Light orangish brown
None
2
2
1
N
N
N
12/14/2018
0.89
SW016-24
light tan
None
2
1
2
N
N
N
12/13/2019
1.29
SW016-24
Light Brown
None
1
1
1
N
N
N
1/24/2020
1.22
SW016-24
Light Orange
None
2
1
2
N
N
N
3/3/2020
0.7
SW016-24
orange to light brown
None
3
1
2
Y
N
N
5/19/2020
2.77
SW016-24
Light Brown
None
2
1
1
N
N
N
8/21/2020
1
SW016-24
Clear
None
2
1
1
N
N
N
9/17/2020
2.19
SW016-24
Clear
None
1
1
1
N
N
N
10/29/2020
1.4
SW016-24
Light Brown
None
2
1
1
N
N
N
1/26/2021
1.21
SW016-24
Brown
None
2
1
2
N
N
N
11/2/2015
2.4
SW016-30
Light brown
None
2
1
2
Y
N
N
2/3/2016
0.84
SW016-30
clear to light brown
None
2
1
2
N
N
N
6/1/2016
1.22
SW016-30
Clear
None
2
1
2
N
N
N
1/2/2017
1.2
SW016-30
light brown
None
2
1
3
N
N
N
12/20/2017
0.86
SW016-30
Clear
None
2
1
1
N
N
N
2/23/2018
2.57
SW016-30
Orangish Brown
None
3
1
1
N
N
N
12/14/2018
0.89
SW016-30
Clear
None
1
1
1
N
N
N
2/12/2019
0.75
SW016-30
Clear
None
1
1
1
N
N
N
:.

Rogers Energy Conmplex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
U
un
c
-20
LL N
v
Q
Z o
N N
E
o
L.L
_
v
N
4-
o
o
°
- w
1/24/2020
1.22
SW016-30
Light Orange
None
2
1
2
N
N
N
3/3/2020
0.7
SW016-30
Slight tint of Brown
None
2
1
1
N
N
N
5/19/2020
2.77
SW016-30
Medium reddish brown
None
2
1
1
N
N
N
8/21/2020
1
SW016-30
Light Brown
None
2
1
2
N
N
N
9/17/2020
2.19
SW016-30
Clear
None
1
1
1
N
N
N
10/29/2020
1.4
SW016-30
Light Brown
None
2
1
1
N
N
N
1/26/2021
1.21
SW016-30
Light Brown
None
2
1
1
N
N
N
12/13/2019
1.29
SW016-32
Light Brown
None
2
1
2
N
N
N
11/2/2015
2.4
SW016-36
light brown
None
2
1
2
Y
N
N
2/3/2016
0.84
SW016-36
clear to Brownish
None
2
1
2
Y
N
Y
6/1/2016
1.22
SW016-36
Clear
None
2
1
1
N
N
Y
12/6/2016
0.41
SW016-36
Light Brown
None
2
1
2
N
N
N
3/31/2017
1.19
SW016-36
Light orange
None
2
1
2
N
N
N
9/6/2017
0.54
SW016-36
Light Brown
None
2
1
2
N
N
N
12/20/2017
0.86
SW016-36
Light Brown
None
2
1
2
N
N
N
2/7/2018
1.63
SW016-36
Orangish Brown
None
3
1
2
N
N
N
2/23/2018
2.57
SW016-36
Orangish Brown
None
3
1
1
N
N
N
10/10/2018
0.52
SW016-36
Clear light
None
1
1
1
N
N
N
2/12/2019
0.75
SW016-36
light gray
None
2
1
1
N
N
N
4/5/2019
0.93
SW016-36
Clear to gray
None
1
1
1
N
N
N
12/13/2019
1.29
SW016-36
Light Brown
None
2
1
2
N
N
N
1/24/2020
1.22
SW016-36
Light Orange
None
2
2
2
N
N
N
3/3/2020
0.7
SW016-36
Light clear
None
1
1
1
N
N
N
5/19/2020
2.77
SW016-36
Clear
None
1
1
1
N
N
N
8/21/2020
1
SW016-36
Light Brown
None
2
1
2
N
N
N
9/17/2020
2.19
SW016-36
Light Brown
None
2
1
2
N
N
N
10/29/2020
1.4
SW016-36
Light Brown
None
2
1
1
N
N
N
1/26/2021
1.21
SW016-36
Clear
None
1
1
1
N
N
N
11/2/2015
2.4
SW016-42
Light brown
None
2
1
2
N
N
N
2/3/2016
0.84
SW016-42
Brown redish
None
3
1
3
N
N
N
:.

Rogers Energy Conmplex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
U
un
c
-20
LL N
v
Q
Z o
N N
E
o
L.L
_
v
N
4-
o
o
°
- w
5/19/2016
0.1
SW016-42
Red Brownish
None
2
1
2
N
N
N
12/6/2016
0.41
SW016-42
Light Brown
None
2
1
2
N
N
N
3/31/2017
1.19
SW016-42
light beige
None
2
1
2
N
N
N
9/6/2017
0.54
SW016-42
Light Brown
None
2
1
2
N
N
N
12/20/2017
0.86
SW016-42
Light Brown
None
2
2
2
N
N
N
2/7/2018
1.63
SW016-42
Orangish Brown
None
3
1
1
N
N
N
2/23/2018
2.57
SW016-42
Orangish Brown
None
3
1
1
N
N
N
12/14/2018
0.89
SW016-42
light Tan
None
2
1
2
N
N
N
12/20/2018
1.75
SW016-42
Cloudy
None
2
1
1
N
N
N
12/13/2019
1.29
SW016-42
Light Brown
None
2
1
2
N
N
N
1/24/2020
1.22
SW016-42
Light Orange
None
2
1
2
N
N
N
3/3/2020
0.7
SW016-42
Light Brown
None
2
1
1
Y
N
N
5/19/2020
2.77
SW016-42
Medium Brown
None
3
1
2
Y
N
N
8/21/2020
1
SW016-42
Light Brown
None
3
1
3
N
N
N
9/17/2020
2.19
SW016-42
Light Brown
None
3
2
2
N
N
N
10/29/2020
1.4
SW016-42
Brown
None
3
1
1
N
N
N
1/26/2021
1.21
SW016-42
Brown
None
3
1
2
N
N
N
11/2/2015
2.4
SW016-54
Light Brown
None
3
2
2
Y
N
Y
2/3/2016
0.84
SW016-54
Red Brownish
None
3
1
3
N
N
N
5/19/2016
0.1
SW016-54
Clear
None
1
1
1
Y
N
N
12/6/2016
0.41
SW016-54
Light Brown
None
2
1
2
N
N
N
3/31/2017
1.19
SW016-54
medium orange
None
3
1
3
N
N
N
12/20/2017
0.86
SW016-54
Clear - red tint
None
2
1
1
N
N
N
2/23/2018
2.57
SW016-54
Light Brown
None
2
1
1
N
N
N
10/10/2018
0.52
SW016-54
Medium Clear
None
2
1
1
N
N
N
12/20/2018
1.75
SW016-54
Slightly cloudy
None
1
1
1
N
N
N
2/12/2019
0.75
SW016-54
Clear
None
1
1
1
Y
N
N
12/13/2019
1.29
SW016-54
Light Brown
None
2
1
2
N
N
N
1/24/2020
1.22
SW016-54
Light Orange
None
2
1
2
N
N
N
3/3/2020
0.7
SW016-54
Yellowish to light brown
None
2
1
1
Y
N
N
:.

Rogers Energy Conmplex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
U
un
c
-20
LL N
v
Q
Z o
N N
E
o
L.L
_
v
N
4-
o
o
°
- w
5/19/2020
2.77
SW016-54
Light Brown
None
2
1
1
Y
N
N
8/21/2020
1
SW016-54
Clear
None
2
1
2
N
N
N
9/17/2020
2.19
SW016-54
Light Brown
None
2
1
1
N
N
N
10/29/2020
1.4
SW016-54
Reddish Brown
None
3
1
1
N
N
N
1/26/2021
1.21
SW016-54
Light Brown
None
2
1
1
N
N
N
11/29/2016
0.6
SW017
Clear to light gray
None
2
1
2
N
N
N
9/6/2017
0.54
SW017
Clear
None
1
1
2
N
N
N
12/20/2017
0.86
SW017
Clear
None
1
1
1
N
N
N
2/23/2018
2.57
SW017
slightly cloudy
None
2
2
2
N
N
10/10/2018
0.52
SW017
Clear light
None
1
1
1
N
N
N
2/12/2019
0.75
SW017
Clear
None
1
1
1
N
N
N
4/5/2019
0.93
SW017
Gray
None
2
1
2
N
N
N
8/27/2019
0.71
SW017
Clear
None
1
1
1
N
N
N
11/12/2019
0.53
SW017
Clear
None
1
1
2
N
N
N
1/24/2020
1.22
SW017
clear to light brown
None
2
2
2
N
N
N
3/3/2020
0.7
SW017
Light Clear
None
1
2
2
N
N
N
5/19/2020
2.77
SW017
Clear
None
1
1
1
N
N
N
8/21/2020
1
SW017
Clear
None
1
1
1
N
N
N
9/17/2020
2.19
SW017
Light Brown
None
2
1
1
N
N
N
12/14/2020
1.25
SW017
Clear
None
1
1
1
N
N
N
2/11/2021
0.12
SW017
Light Brown
None
3
1
1
N
N
N
9/21/2021
1.14
SW017
Light Brown
None
3
1
3
N
N
N
2/7/2018
1.63
SW018A
Light Brown
None
3
1
1
Y
N
N
2/23/2018
2.57
SW018A
Brown
None
3
1
1
Y
N
N
12/14/2018
0.89
SW018A
Grayish Tan
None
3
1
3
N
N
N
12/20/2018
1.75
SW018A
Slightly Cloudy
None
2
1
1
Y
N
N
12/13/2019
1.29
SW018A
No Flow
None
1
1
1
N
N
N
1/24/2020
1.22
SW018A
Clear
None
1
1
1
Y
N
N
2020
0.7
SW018A
Light Clear
None
2
2
2
N
N
N
M2020
2.77
SW018A
Light Brown
None
2
1
1
Y
N
N
:.

Rogers Energy Conmplex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
U
un
c
-20
LL N
v
Q
Z o
N N
E
o
L.L
_
v
N
4-
o
o
°
- w
10/29/2020
1.4
SW018A
Brown
None
2
1
1
N
N
N
2/7/2018
1.63
SW018B
very light brown
None
2
1
1
N
N
N
2/23/2018
2.57
SW018B
light brown
None
2
1
1
Y
N
N
12/14/2018
0.89
SW018B
Light Tan
None
2
1
1
N
N
N
12/13/2019
1.29
SW018B
No Flow
None
1
1
1
N
N
N
1/24/2020
1.22
SW018B
Clear
None
1
1
1
Y
N
N
3/3/2020
0.7
SW018B
Light Clear
None
2
2
2
N
N
N
5/19/2020
2.77
SW018B
Light Brown
None
1
1
2
N
N
N
10/29/2020
1.4
SW018B
orange Brown
None
3
1
1
N
N
N
12/6/2016
0.41
SW019
Clear
None
1
1
1
N
N
N
9/6/2017
0.54
SW019
Clear
None
1
1
1
N
N
N
12/20/2017
0.86
SW019
Clear
None
1
2
1
N
N
N
2018
2.57
SW019
Very slightly yellow
None
1
1
1
Y
N
N
2018
x
0.52
SW019
Clear Medium
None
2
2
2
N
N
N
:.

Rogers Energy Conmplex - NC5000571
Qualitative Monitoring by Outfall
E
o
wo
�
_
c
Rain Fall Amount -
c
�_
n
) v
Date
Inches
Outfall #
Color
Odor
f6
U
° o
LL cn
°
cn cn
V
>
7
> cn
-0 o
— w
M

Rogers Energy Conmplex - NC5000571
Qualitative Monitoring by Outfall
E
o
wo
�
_
c
Rain Fall Amount -
c
�_
n
) v
Date
Inches
Outfall #
Color
Odor
f6
U
° o
LL cn
°
cn cn
V
>
7
> cn
-0 o
— w
M

Other
Leaves
Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
:.

Rogers Energy Conmplex - NCS000571
Qualitative Monitoring by Outfall
Other
IMinor plant material on surface I
:.

Other
Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
:.

Rogers Energy Conmplex - NCS000571
Qualitative Monitoring by Outfall
Other
Evaluation later in the day identified the material could have been coming from a metal oxide absorbent sock.
Resample in afternoon and discharge was clear.
:.

Other
Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
:.

Rogers Energy Conmplex - NCS000571
Qualitative Monitoring by Outfall
Other
Foam is from the elevation drop inside stormwater piping.
Foam from elevation fall in pipe.
:.

Rogers Energy Conmplex - NCS000571
Qualitative Monitoring by Outfall
Other
Grass and organic weed were the floating solids.
I Minor iron bacteria floating on surface I
Floating sticks, twigs and leaves from weed eating.
Grass twigs
No flow from SW015-10
:.

Rogers Energy Conmplex - NCS000571
Qualitative Monitoring by Outfall
Other
I Minor bubbles coming out of outlet I
Foam normal over rocks
:.

Rogers Energy Conmplex - NCS000571
Qualitative Monitoring by Outfall
Other
Foam normal with flow.
Small amount of foam. Erosion was present prior to stormwater permit.
Gravel and sand at end of outlet
:.

Rogers Energy Conmplex - NCS000571
Qualitative Monitoring by Outfall
Other
I Foam normal with flow and silt on the outlet barrel. I
lWhere flow is hitting rocks foam is being generated
:.

Rogers Energy Conmplex - NCS000571
Qualitative Monitoring by Outfall
Other
I Minor leave material floatinF, in TSS sample I
Plant matter
Discharge from rain on concrete.
:.

Other
minor foam clear
Leaves
Clear foam
Rogers Energy Conmplex - NCS000571
Qualitative Monitoring by Outfall
:.

Other
Rogers Energy Complex - NC5000571
Qualitative Monitoring by Outfall
m

Other
Rogers Energy Complex - NC5000571
Qualitative Monitoring by Outfall
m

Date
Rain Fall
Amount -
Inches
Outfall #
Color
Odor
tin
c
,° V°
v
Q
V, V°
o
U-
>
11/2/2015
2.4
Landfill DA-18
Light Brown
None
2
1
2
N
11/2/2015
2.4
Landfill DA-21
Light brown
None
2
1
2
N
11/2/2015
2.4
Landfill DA-36
Light brown
None
2
1
2
N
11/2/2015
2.4
Landfill DA-42
Light Gray
None
2
1
1
N
11/2/2015
2.4
Laydown Area 2
Clear
None
1
1
1
N
11/2/2015
2.4
SW001
Clear
None
1
1
1
N
11/2/2015
2.4
SW002
Clear
None
1
1
1
N
11/2/2015
2.4
SW004
Clear
None
1
1
1
N
11/2/2015
2.4
SW005
Clear
None
1
1
1
N
11/2/2015
2.4
SW009
Light Brown
None
2
2
1
Y
11/2/2015
2.4
SW011
Light Brown
None
1
1
1
N
11/2/2015
2.4
SW012
Light Brown
None
2
1
1
N
11/2/2015
2.4
SW015
Clear
None
1
2
1
N
11/2/2015
2.4
SW016-24
light brown
None
2
1
2
N
11/2/2015
2.4
SW016-30
Light brown
None
2
1
2
Y
11/2/2015
2.4
SW016-36
light brown
None
2
1
2
Y
11/2/2015
2.4
SW016-42
Light brown
None
2
1
2
N
11/2/2015
2.4
SW016-54
Light Brown
None
3
2
2
Y
2/3/2016
0.84
Landfill DA-18
Brown redish
None
3
2
3
N
2/3/2016
0.84
Landfill DA-21
Brown redish
None
3
2
2
N
2/3/2016
0.84
Landfill DA-42
Brownish
None
2
1
2
N
2/3/2016
0.84
SW001
Clear
None
1
1
1
N
2/3/2016
0.84
SW002
Clear
None
1
1
1
N
2/3/2016
0.84
SW004
Clear
None
1
1
1
N
2/3/2016
0.84
SW005
Clear
None
1
1
1
N
2/3/2016
0.84
SW009
Light Brown
None
2
2
2
Y
2/3/2016
0.84
SW011
brownish
None
2
1
2
N
2/3/2016
0.84
SW012
light brown - clear
None
2
1
2
N
2/3/2016
0.84
SW015
Clear
None
1
2
1
N
2/3/2016
0.84
SW016-24
brownish
None
2
1
2
Y
2/3/2016
0.84
SW016-30
clear to light brown
None
2
1
2
N
2/3/2016
0.84
SW016-36
clear to Brownish
None
2
1
2
Y
2/3/2016
0.84
SW016-42
Brown redish
None
3
1
3
N
2/3/2016
0.84
SW016-54
Red Brownish
None
3
1
3
N
5/17/2016
0.27
SW001
light clear
None
1
1
1
N
5/17/2016
0.27
SW002
light clear
None
1
1
1
N
5/17/2016
0.27
SW004
light clear
None
1
1
1
N
5/19/2016
0.1
SW016-42
Red Brownish
None
2
1
2
N
5/19/2016
0.1
SW016-54
Clear
None
1
1
1
Y
6/1/2016
1.22
Landfill DA-18
light brown
None
2
1
2
N
6/1/2016
1.22
Landfill DA-21
light brown
None
1
1
2
N
6/1/2016
1.22
Laydown Area 2
Clear
None
1
1
1
N

6/1/2016
1.22
SW011
Brown
None
3
1
2
N
6/1/2016
1.22
SW016-24
light brown
None
2
1
2
N
6/1/2016
1.22
SW016-30
Clear
None
2
1
2
N
6/1/2016
1.22
SW016-36
Clear
None
2
1
1
N
6/7/2016
0.9
SW009
light brown
None
2
2
1
N
6/14/2016
1.4
Landfill DA-42
light brown
None
2
1
2
N
11/29/2016
0.6
SW004
light brown
None
3
1
2
N
11/29/2016
0.6
SW005
Brown
None
3
1
3
N
11/29/2016
0.6
SW017
Clear to light gray
None
2
1
2
N
12/6/2016
0.41
SW001
Clear
None
1
1
1
N
12/6/2016
0.41
SW011
brownish
None
3
2
3
N
12/6/2016
0.41
SW015
Clear
None
1
1
1
N
12/6/2016
0.41
SW016-24
light brown
None
2
1
2
N
12/6/2016
0.41
SW016-36
Light Brown
None
2
1
2
N
12/6/2016
0.41
SW016-42
Light Brown
None
2
1
2
N
12/6/2016
0.41
SW016-54
Light Brown
None
2
1
2
N
12/6/2016
0.41
SW019
Clear
None
1
1
1
N
1/2/2017
1.2
Landfill DA-18
Clear
None
1
1
2
N
1/2/2017
1.2
Landfill DA-21
Clear
None
1
1
1
N
1/2/2017
1.2
Landfill DA-36
Brownish
None
3
2
3
Y
1/2/2017
1.2
Landfill DA-42
Light Brown
None
2
2
2
N
1/2/2017
1.2
Laydown Area 2
Clear
None
1
1
1
N
1/2/2017
1.2
SW002
Clear
None
1
1
1
N
1/2/2017
1.2
SW009
brown
None
3
1
3
Y
1/2/2017
1.2
SW012
Light Brown
None
3
1
3
N
1/2/2017
1.2
SW016-30
light brown
None
2
1
3
N
1/21/2017
0.375
SW001
Clear
None
1
1
1
N
1/21/2017
0.375
SW004
Clear
None
1
1
1
N
1/21/2017
0.375
SW011
Red Brownish
None
3
2
3
N
3/31/2017
1.19
SW015
Clear
None
1
1
1
N
3/31/2017
1.19
SW016-24
clear to light orange
None
2
1
3
N
3/31/2017
1.19
SW016-36
Light orange
None
2
1
2
N
3/31/2017
1.19
SW016-42
light beige
None
2
1
2
N
3/31/2017
1.19
SW016-54
medium orange
None
3
1
3
N
4/5/2017
0.87
Landfill DA-18
Orange
None
3
1
4
N
4/5/2017
0.87
Landfill DA-21
brownish
None
3
1
3
N
4/5/2017
0.87
Laydown Area 2
Clear
None
1
1
1
N
4/5/2017
0.87
SW001
light brown
None
2
1
2
N
4/5/2017
0.87
SW005
Clear
None
1
1
1
N
6/13/2017
0.25
SW001
Clear
None
1
1
1
N
6/13/2017
0.25
SW004
Clear
None
1
1
1
N
8/11/2017
0.46
SW004
Clear
None
1
2
2
N
9/6/2017
0.54
SW001
Clear
None
1
1
1
N
9/6/2017
0.54
SW004
Clear
None
1
1
1
N
9/6/2017
0.54
SW015
Clear
None
1
1
1
N
9/6/2017
0.54
SW016-36
Light Brown
None
2
1
2
N
9/6/2017
0.54
SW016-42
Light Brown
INone
2
1
2
N

9/6/2017
0.54
SW017
Clear
None
1
1
2
N
9/6/2017
0.54
SW019
Clear
None
1
1
1
N
11/7/2017
0.4
SW004
Clear
None
1
1
1
N
12/20/2017
0.86
Landfill DA-18
Cloudy
None
3
1
1
N
12/20/2017
0.86
Landfill DA-21
light yellowish
None
2
1
1
N
12/20/2017
0.86
Laydown Area 2
cloudy
None
2
1
1
N
12/20/2017
0.86
SW001
Clear
None
1
1
1
N
12/20/2017
0.86
SW002
Clear
None
1
1
1
N
12/20/2017
0.86
SW004
Clear
None
1
1
1
N
12/20/2017
0.86
SW005
Yellowish
None
2
1
1
N
12/20/2017
0.86
SW012
slight orangish tint
None
2
2
1
N
12/20/2017
0.86
SW015
Clear
None
1
1
1
N
12/20/2017
0.86
SW016-24
Clear
None
2
1
1
N
12/20/2017
0.86
SW016-30
Clear
None
2
1
1
N
12/20/2017
0.86
SW016-36
Light Brown
None
2
1
2
N
12/20/2017
0.86
SW016-42
Light Brown
None
2
2
2
N
12/20/2017
0.86
SW016-54
Clear - red tint
None
2
1
1
N
12/20/2017
0.86
SW017
Clear
None
1
1
1
N
12/20/2017
0.86
SW019
Clear
None
1
2
1
N
2/7/2018
1.63
Landfill DA-36
Orangish Brown
None
5
1
1
N
2/7/2018
1.63
Landfill DA-42
light orangish brown
None
2
1
1
N
2/7/2018
1.63
SW001
Light Brown
None
5
1
1
N
2/7/2018
1.63
SW004
Clear
None
2
1
1
N
2/7/2018
1.63
SW009
Orangish Brown
None
4
2
2
Y
2/7/2018
1.63
SW011
Light Brown
None
3
1
1
N
2/7/2018
1.63
SW016-36
Orangish Brown
None
3
1
2
N
2/7/2018
1.63
SW016-42
Orangish Brown
None
3
1
1
N
2/7/2018
1.63
SW018A
Light Brown
None
3
1
1
Y
2/7/2018
1.63
SW018B
very light brown
None
2
1
1
N
2/23/2018
2.57
SW001
Clear
None
1
1
1
N
2/23/2018
2.57
SW004
Clear
None
1
1
1
N
2/23/2018
2.57
SW009
Orangish Brown
None
3
1
2
Y
2/23/2018
2.57
SW011
Light Brown
None
2
1
1
N
2/23/2018
2.57
SW016-24
Light orangish brown
None
2
2
1
N
2/23/2018
2.57
SW016-30
Orangish Brown
None
3
1
1
N
2/23/2018
2.57
SW016-36
Orangish Brown
None
3
1
1
N
2/23/2018
2.57
SW016-42
Orangish Brown
None
3
1
1
N
2/23/2018
2.57
SW016-54
Light Brown
None
2
1
1
N
2/23/2018
2.57
SW017
slightly cloudy
None
2
2
2
2/23/2018
2.57
SW018A
Brown
None
3
1
1
Y
2/23/2018
2.57
SW018B
light brown
None
2
1
1
Y
2/23/2018
2.57
SW019
Very slightly yellow
None
1
1
1
Y
7/19/2018
0.58
SW004
tannish clear
None
2
1
2
N
10/10/2018
0.52
SW001
Light clear
None
1
3
2
N
10/10/2018
0.52
SW004
light clear
None
1
2
2
N
10/10/2018
0.52
SW015
light clear
None
1
2
2
N
10/10/2018
0.52
SW016-36
Clear light
INone
1
1 1
1
N

10/10/2018
0.52
SW016-54
Medium Clear
None
2
1
1
N
10/10/2018
0.52
SW017
Clear light
None
1
1
1
N
10/10/2018
0.52
SW019
Clear Medium
None
2
2
2
N
12/14/2018
0.89
Landfill DA-18
Orange
None
2
1
2
N
12/14/20181
0.89
Landfill DA-21
light tan
None
2
1
1
N
12/14/2018
0.89
Landfill DA-36
light tan
None
2
1
1
N
12/14/2018
0.89
Landfill DA-42
light tan
None
2
1
1
N
12/14/2018
0.89
SW002
Clear
None
1
1
1
N
12/14/2018
0.89
SW005
Clear
None
1
1
1
N
12/14/2018
0.89
SW009
Slight Tan
None
1
1
1
Y
12/14/2018
0.89
SW011
Light Tan
None
1
1
1
N
12/14/2018
0.89
SW012
Clear
None
1
1
1
N
12/14/2018
0.89
SW016-24
light tan
None
2
1
2
N
12/14/2018
0.89
SW016-30
Clear
None
1
1
1
N
12/14/2018
0.89
SW016-42
light Tan
None
2
1
2
N
12/14/2018
0.89
SW018A
Grayish Tan
None
3
1
3
N
12/14/2018
0.89
SW018B
Light Tan
None
2
1
1
N
12/20/2018
1.75
Laydown Area 2
Slightly cloudy
None
1
1
1
N
12/20/2018
1.75
SW001
Clear
None
1
1
1
N
12/20/2018
1.75
SW004
Clear
None
1
1
1
N
12/20/2018
1.75
SW005
Slightly cloudy
None
2
1
1
N
12/20/2018
1.75
SW009
Slightly cloudy
None
1
2
1
N
12/20/2018
1.75
SW011
Cloudy
None
2
1
1
N
12/20/2018
1.75
SW016-42
Cloudy
None
2
1
1
N
12/20/2018
1.75
SW016-54
Slightly cloudy
None
1
1
1
N
12/20/2018
1.75
SW018A
Slightly Cloudy
None
2
1
1
Y
2/12/2019
0.75
SW001
Clear
None
1
1
1
N
2/12/2019
0.75
SW004
Clear
None
1
2
1
N
2/12/2019
0.75
SW005
Clear
None
1
1
1
N
2/12/2019
0.75
SW012
Clear
Earthy
1
1
1
N
2/12/2019
0.75
SW015
Clear
None
1
1
1
N
2/12/2019
0.75
SW016-30
Clear
None
1
1
1
N
2/12/2019
0.75
SW016-36
light gray
None
2
1
1
N
2/12/2019
0.75
SW016-54
Clear
None
1
1
1
Y
2/12/2019
0.75
SW017
Clear
None
1
1
1
N
4/5/2019
0.93
SW001
Clear
None
1
1
1
N
4/5/2019
0.93
SW004
Clear
None
1
1
1
N
4/5/2019
0.93
SW005
Clear
None
1
1
1
N
4/5/2019
0.93
SW009
clear to light gray
None
2
1
2
Y
4/5/2019
0.93
SW015
Clear
None
1
1
1
N
4/5/2019
0.93
SW016-36
Clear to gray
None
1
1
1
N
4/5/2019
0.93
SW017
Gray
None
2
1
2
N
6/6/2019
0.09
Landfill DA-36
Light Brown
None
2
1
2
N
6/6/2019
0.09
SW005
light brown
None
2
1
2
N
6/6/2019
0.09
SW012
Clear
None
1
1
1
N
6/6/2019
0.09
SW015
Clear
None
1
1
1
N
6/7/20191
1.24
SW001
Clear
INone
1
1 1
1 1
1 N

6/7/2019
1.24
SW004
Clear
None
1
1
1
N
8/27/2019
0.71
SW001
Clear
None
1
1
1
N
8/27/2019
0.71
SW004
Brown
None
1
2
3
N
8/27/2019
0.71
SW005
Clear
None
1
2
1
N
8/27/2019
0.71
SW017
Clear
None
1
1
1
N
11/12/2019
0.53
SW001
Clear
None
1
1
1
N
11/12/2019
0.53
SW004
Clear
None
1
1
1
N
11/12/2019
0.53
SW005
Clear
None
1
1
1
N
11/12/2019
0.53
SW015
Clear
None
1
1
1
N
11/12/2019
0.53
SW017
Clear
None
1
1
2
N
12/13/2019
1.29
Landfill DA-18
Light Brown
None
2
1
2
N
12/13/2019
1.29
Landfill DA-21
Clear
None
1
1
1
N
12/13/2019
1.29
Landfill DA-36
Clear
None
1
1
1
N
12/13/2019
1.29
Landfill DA-42
Clear
None
1
1
1
N
12/13/2019
1.29
SW001
Clear
None
1
1
1
N
12/13/2019
1.29
SW002
Clear
None
1
1
1
N
12/13/2019
1.29
SW004
Clear
None
1
1
1
N
12/13/2019
1.29
SW009
Light Reddish
None
2
1
2
Y
12/13/2019
1.29
SW011
Loght Brown
None
2
1
2
N
12/13/2019
1.29
SW012
Clear
None
1
1
1
N
12/13/2019
1.29
SW015
Clear
None
1
1
1
N
12/13/2019
1.29
SW016-24
Light Brown
None
1
1
1
N
12/13/2019
1.29
SW016-32
Light Brown
None
2
1
2
N
12/13/2019
1.29
SW016-36
Light Brown
None
2
1
2
N
12/13/2019
1.29
SW016-42
Light Brown
None
2
1
2
N
12/13/2019
1.29
SW016-54
Light Brown
None
2
1
2
N
12/13/2019
1.29
SW018A
No Flow
None
1
1
1
N
12/13/2019
1.29
SW018B
No Flow
None
1
1
1
N
1/24/2020
1.22
Landfill DA-18
Reddish Brown
None
5
2
3
N
1/24/2020
1.22
Landfill DA-21
Medium Orange
None
3
1
2
N
1/24/2020
1.22
Landfill DA-36
Slight tint of Orange
None
2
1
2
N
1/24/2020
1.22
Landfill DA-42
Slight tint of Orange
None
2
1
2
N
1/24/2020
1.22
SW001
Clear
None
1
1
1
N
1/24/2020
1.22
SW002
Clear
None
1
1
1
N
1/24/2020
1.22
SW004
Clear
None
1
2
1
N
1/24/2020
1.22
SW005
Clear
None
2
2
2
N
1/24/2020
1.22
SW009
Light Brown
None
2
1
2
N
1/24/2020
1.22
SW012
Clear
None
1
1
1
N
1/24/2020
1.22
SW015-13
Clear
None
1
1
1
N
1/24/2020
1.22
SW016-24
Light Orange
None
2
1
2
N
1/24/2020
1.22
SW016-30
Light Orange
None
2
1
2
N
1/24/2020
1.22
SW016-36
Light Orange
None
2
2
2
N
1/24/2020
1.22
SW016-42
Light Orange
None
2
1
2
N
1/24/2020
1.22
SW016-54
Light Orange
None
2
1
2
N
1/24/2020
1.22
SW017
clear to light brown
None
2
2
2
N
1/24/2020
1.22
SW018A
Clear
None
1
1
1
Y
1/24/2020
1.22
SW018B
Clear
None
1
1
1
Y

2/6/2020
1.6
Laydown Area 2
Clear
None
1
1
1
N
2/6/2020
1.6
SW011
Light Brow
None
2
1
1
N
2/6/2020
1.6
SW015
Clear
None
1
1
1
N
3/3/2020
0.7
Landfill DA-18
Dark Orange
None
4
1
2
N
3/3/2020
0.7
SW001
Light Clear
None
1
1
1
N
3/3/2020
0.7
SW002
Light Clear
None
1
1
1
N
3/3/2020
0.7
SW004
Light Clear
None
1
1
1
N
3/3/2020
0.7
SW005
Light Clear
None
1
1
1
N
3/3/2020
0.7
SW015
Light Clear
None
1
1
1
N
3/3/2020
0.7
SW016-24
orange to light brown
None
3
1
2
Y
3/3/2020
0.7
SW016-30
Slight tint of Brown
None
2
1
1
N
3/3/2020
0.7
SW016-36
Light clear
None
1
1
1
N
3/3/2020
0.7
SW016-42
Light Brown
None
2
1
1
Y
3/3/2020
0.7
SW016-54
Yellowish to light brow
None
2
1
1
Y
3/3/2020
0.7
SW017
Light Clear
None
1
2
2
N
3/3/2020
0.7
SW018A
Light Clear
None
2
2
2
N
3/3/2020
0.7
SW018B
Light Clear
None
2
2
2
N
5/19/2020
2.77
Landfill DA-18
Medium Red
None
3
1
1
N
5/19/2020
2.77
Landfill DA-21
Light Reddish
None
2
1
1
N
5/19/2020
2.77
Landfill DA-36
Clear
None
1
1
1
N
5/19/2020
2.77
Landfill DA-42
Clear
None
1
1
1
N
5/19/2020
2.77
Laydown Area 2
Light brown
None
2
1
1
N
5/19/2020
2.77
SW001
Clear
None
1
1
1
N
5/19/2020
2.77
SW002
Clear
None
1
1
1
N
5/19/2020
2.77
SW004
Clear
None
1
1
1
N
5/19/2020
2.77
SW005
Clear
None
1
1
1
N
5/19/2020
2.77
SW009
Light Brown
None
2
1
1
N
5/19/2020
2.77
SW011
Light Brown
None
2
1
1
N
5/19/2020
2.77
SW015
Clear
None
1
1
1
N
5/19/2020
2.77
SW016-24
Light Brown
None
2
1
1
N
5/19/2020
2.77
SW016-30
Medium reddish browr
None
2
1
1
N
5/19/2020
2.77
SW016-36
Clear
None
1
1
1
N
5/19/2020
2.77
SW016-42
Medium Brown
None
3
1
2
Y
5/19/2020
2.77
SW016-54
Light Brown
None
2
1
1
Y
5/19/2020
2.77
SW017
Clear
None
1
1
1
N
5/19/2020
2.77
SW018A
Light Brown
None
2
1
1
Y
5/19/2020
2.77
SW018B
Light Brown
None
1
1
2
N
6/16/2020
0.7
SW004
Clear
None
1
1
1
N
8/21/2020
1
Landfill DA-18
Light Brown
None
3
1
3
N
8/21/2020
1
Landfill DA-21
Clear
None
1
1
1
N
8/21/2020
1
Laydown Area 2
Clear
None
1
1
1
N
8/21/2020
1
SW001
Clear
None
1
1
1
N
8/21/2020
1
SW002
Clear
None
1
1
1
N
8/21/2020
1.25
SW004
Clear
None
1
1
1
N
8/21/2020
1
SW005
Clear
None
1
1
1
N
8/21/2020
1
SW011
light Brown
None
2
1
2
N
8/21/2020
1.25
SW012
Clear
INone
1 1
J 1
1 1
1 N

8/21/2020
1
SWO15
Clear
None
1
1
1
N
8/21/2020
1
SWO16-24
Clear
None
2
1
1
N
8/21/2020
1
SWO16-30
Light Brown
None
2
1
2
N
8/21/2020
1
SWO16-36
Light Brown
None
2
1
2
N
8/21/2020
1
SWO16-42
Light Brown
None
3
1
3
N
8/21/2020
1
SWO16-54
Clear
None
2
1
2
N
8/21/2020
1
SWO17
Clear
None
1
1
1
N
9/17/2020
2.19
SWO01
Clear
None
1
1
1
N
9/17/2020
2.19
SWO04
Clear
None
1
1
1
N
9/17/2020
2.19
SWO05
Clear
None
1
1
1
N
9/17/2020
2.19
SWO12
Light Brown
None
2
1
1
N
9/17/2020
2.19
SWO15
Clear
None
1
1
1
N
9/17/2020
2.19
SWO16-24
Clear
None
1
1
1
N
9/17/2020
2.19
SWO16-30
Clear
None
1
1
1
N
9/17/2020
2.19
SWO16-36
Light Brown
None
2
1
2
N
9/17/2020
2.19
SWO16-42
Light Brown
None
3
2
2
N
9/17/2020
2.19
SW016-54
Light Brown
None
2
1
1
N
9/17/2020
2.19
SWO17
Light Brown
None
2
1
1
N
10/28/2020
0.72
SWO01
Clear
None
1
1
1
N
10/28/2020
0.72
SWO04
Clear
None
1
1
1
N
10/29/2020
1.4
Landfill DA-21
Light Brown
None
2
1
1
N
10/29/2020
1.4
Landfill DA-36
Clear
None
1
1
1
N
10/29/2020
1.4
Landfill DA-42
Light Brown
None
2
1
1
N
10/29/2020
1.4
Laydown Area 2
Light Brown
None
2
1
1
N
10/29/2020
1.4
SWO02
Clear
None
1
1
1
N
10/29/2020
1.4
SWO09
Slight orange - brown
None
2
1
1
N
10/29/2020
1.4
SWO11
Light Brown
None
2
1
1
N
10/29/2020
1.4
SWO12
Clear
None
1
1
1
N
10/29/2020
1.4
SWO15
Clear
None
1
1
1
N
10/29/2020
1.4
SWO16-24
Light Brown
None
2
1
1
N
10/29/2020
1.4
SWO16-30
Light Brown
None
2
1
1
N
10/29/2020
1.4
SWO16-36
Light Brown
None
2
1
1
N
10/29/2020
1.4
SWO16-42
Brown
None
3
1
1
N
10/29/2020
1.4
SWO16-54
Reddish Brown
None
3
1
1
N
10/29/2020
1.4
SWO18A
Brown
None
2
1
1
N
10/29/2020
1.4
SWO18B
orange Brown
None
3
1
1
N
12/14/2020
1.25
SWO05
Clear
None
1
1
1
N
12/14/2020
1.25
SWO17
Clear
None
1
1
1
N
1/25/2021
0.67
SWO04
Clear
None
1
1
1
N
1/26/2021
1.21
Landfill DA-21
Light Brown
None
2
1
1
N
1/26/2021
1.21
Landfill DA-36
Light Brown
None
2
1
2
N
1/26/2021
1.21
Landfill DA-42
Light Brown
None
2
1
2
N
1/26/2021
1.21
SWO09
Light Brown
None
2
1
2
y
1/26/2021
1.21
SWO11
Light Brown
None
1
4
1
N
1/26/2021
1.21
SWO12
Light Brown
None
1
1
1
N
1/26/2021
1.21
SWO16-24
Brown
None
2
1
2
N
1/26/20211
1.21
SWO16-30
Light Brown
INone
2
1
1
N

1/26/2021
1.21
SWO16-36
Clear
None
1
1
1
N
1/26/2021
1.21
SWO16-42
Brown
None
3
1
2
N
1/26/2021
1.21
SW016-54
Light Brown
None
2
1
1
N
2/11/2021
0.12
SWO17
Light Brown
None
3
1
1
N
3/16/2021
1.35
Landfill DA-18
Light Brown
None
2
1
2
N
3/16/2021
1.35
SWO01
Clear
None
1
1
1
N
3/16/2021
1.35
SWO02
Clear
None
1
1
1
N
3/16/2021
1.35
SWO04
Clear
None
1
1
1
N
3/16/2021
1.35
SWO05
Light to Clear
None
1
1
1
N
3/16/2021
1.35
SWO09
Light Brown
None
2
1
2
N
3/16/2021
1.35
SWO11
Light Brown
None
2
1
2
N
3/16/2021
1.35
SWO15
Clear
None
1
1
1
N
3/18/2021
1
Laydown Area 2
Light Brown
None
2
1
2
N
7/8/2021
1.11
SWO01
Clear
None
1
1
1
N
7/8/2021
1.11
SWO04
Clear
None
1
1
1
N
9/21/2021
1.14
SWO01
Clear
None
1
1
1
N
9/21/2021
1.14
1 SWO04
Iclear
None
1
1
1
N
9/21/2021
1.14
SWO15
Clear
None
1
1
1
N
9/21/2021
1.14
ISWO17
Light Brown
None
3
1
3
N

O
(n
0
�
0
W
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Y
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
Y
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N

N
N
N
N
N
N
N
Y
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N

N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N

N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N

N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N

N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N

N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N

N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N
N

Other
Floating sticks, twigs and leaves from weed eating.
Foam normal over rocks
Foam normal with flow.
I Foam normal with flow and silt on the outlet barrel. I
Leaves
Grass twigs
Minor bubbles cominfz out of outlet
ISmall amount of foam. Erosion was present prior to stormwater permit. I
(Where flow is hittin.Q rocks foam is bein.Q generated I

IGravel and sand at end of outlet I

Minor leave material floating in TSS sample
Minor plant material on surface
I Minor iron bacteria floating on surface I
Leaves
Plant matter
minor foam clear
Clear foam

Discharge from rain on concrete.

Evaluation later in the day identified the material could have been coming from a metal oxide absorbent sock. Re
Foam is from the elevation drop inside stormwater piping.
No flow from SWO15-10

Foam from elevation fall in pipe.
Grass and organic weed were the floating solids.

sample in afternoon and discharge was clear.

�a�
boa\ \AI°�a ��\0�a \�a \� J\� \�o \h1 ova\\°tea �0� �ay�
�° Y �° �` \\�cc \J�.�� zt\� e\\�� c
.O1�1 c. 0 .� �.� .O ..Q c� .off .0
Cr `'a ,1\v Qr ,1\00" ,V�. V:" V�I, 0P 07 G, - Lv \.e- I. he 5° �� - I O•
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
mg/I
Benchmark
6.0-9.0
100
N/A
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
N/A
15
Landfill DA - 36"
12/13/2019
1.29
7.11
6.7
<0.05
<0.005
<0.001
0.00176
<0.001
<0.001
<0.001
0.00139
<0.001
<0.001
<0.001
<0.0002
<0.0002
6.50
Landfill DA - 36"
2/6/2020
1.6
6.88
3.6
<0.05
0.064
<0.001
<0.001
<0.001
<0.001
0.00103
0.00327
<0.001
0.00416
<0.001
<0.0002
<0.0002
8.26
Landfill DA - 36"
10/29/2020
1.4
7.3
10
<0.05
<0.005
<0.001
0.00146
<0.001
<0.001
<0.001
0.00169
<0.001
<0.001
<0.001
<0.0002
<0.0002
6.56
Laydown DA 2
2/6/2020
1.6
6.9
3.6
<0.05
0.064
<0.001
<0.001
<0.001
<0.001
0.00103
0.00327
<0.001
0.00416
<0.001
<0.0002
<0.0002
8.26
Laydown DA 2
10/29/2020
1.4
7.3
8.5
<0.05
0.126
<0.001
<0.001
<0.001
<0.001
0.00142
0.00404
0.00103
0.00479
<0.001
<0.0002
<0.0002
9.65
SW001
4/5/2019
0.93
7.7
<5
<0.05
0.142
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.55
SW001
6/7/2019
1.24
7.5
<5
<0.05
0.192
<0.001
0.00303
<0.001
<0.001
<0.001
0.00159
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.89
SW001
8/27/2019
0.71
7.6
<5
<0.05
0.313
<0.001
0.00113
<0.001
<0.001
<0.001
0.00153
<0.001
<0.001
<0.001
0.000217
<0.0002
2.76
SW001
11/12/2019
0.53
8
<2.74725
<0.05
0.203
<0.001
0.00127
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.32
SW001
12/13/2019
1.29
7.46
<2.5
<0.05
0.103
<0.001
0.00156
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.63
SW001
1/24/2020
1.22
7.2
<2.5
<0.05
0.124
<0.001
0.00115
<0.001
<0.001
<0.001
0.00107
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.27
SW001
1/31/2020
0.6
1
8.6
SW001
2/5/2020
0.4
7.3
<2.5
<0.05
0.126
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.20 Avg.
SW001
3/3/2020
0.7
6.7
3.7
<0.05
0.140
<0.001
<0.001
<0.001
<0.001
<0.001
0.00106
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.07
SW001
9/17/2020
2.19
7.4
<2.5
<0.05
0.074
<0.001
0.00192
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
0.933
SW001
10/28/2020
0.72
7.5
<2.5
<0.05
0.067
<0.001
0.00134
<0.001
<0.001
<0.001
0.00176
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.84
SW001
3/16/2021
1.35
6.6
<2.5
<0.05
0.082
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.39 Avg.
SW001
5/3/2021
0.89
6.4
3.1
<0.05
0.120
<0.001
0.0014
<0.001
<0.001
<0.001
0.00624
<0.001
<0.001
<0.001
<0.0003
<0.0002
1.75
SW001
6/7/2021
0.63
8.0
<2.5
<0.05
0.119
<0.001
0.00186
<0.001
<0.001
<0.001
0.00323
<0.001
<0.001
<0.001
<0.0003
<0.0002
1.43 Avg.
SW001
7/8/2021
1.11
6.6
6.4
<0.05
0.141
<0.001
0.00203
<0.001
<0.001
<0.001
0.00271
<0.001
<0.001
<0.001
<0.0003
<0.0002
3.57
SW001
8/3/2021
0.68
6.7
3.0
<0.05
0.079
<0.001
0.00214
<0.001
<0.001
<0.001
<0.002
<0.001
<0.001
<0.001
<0.0003
<0.0002
4.07
SW001
9/21/2021
0.76
6.98
<2.5
<0.05
0.116
<0.001
0.00190
<0.001
<0.001
<0.001
<0.002
<0.001
<0.001
<0.001
<0.0003
<0.0002
1.65
SW001
10/8/2021
0.64
7
<2.5
<0.05
0.091
<0.001
0.00327
<0.001
<0.001
<0.001
<0.002
<0.001
<0.001
<0.001
<0.0003
<0.0002
1.86
SWO04
4/5/2019
0.93
8.1
<5
0.279
0.00290
<0.001
1.69
<5.1
SWO04
6/7/2019
1.24
7.8
17.00
0.230
0.00895
<0.001
4.91 Avg
<5.0
SWO04
8/27/2019
0.71
7.6
64.0 Avg.
0.335 Avg.
0.0142 Avg.
<0.001
9.25 Avg
7.0 Avg.
SWO04
11/12/2019
0.53
8
3.5
0.108
0.00310
0.00113
1.48
<5.0
SWO04
12/13/2019
1.29
7.38
4.8
0.197
0.00602
<0.001
3.58
<5.0
SWO04
1/24/2020
1.22
7.2
24
0.231
0.00870
<0.001
6.63
<5.0
SWO04
1/31/2020
0.6
3.1
SWO04
2/5/2020
0.4
7.6
<2.5
0.129
0.00335
<0.001
2.24
SWO04
3/3/2020
0.7
6.9
<2.5
1
0.136
0.00313
<0.001
<5.0
SWO04
6/16/2020
0.7
6.9
5.3
0.161
0.00528
<0.001
<5.0
SWO04
7/6/2020
0.25
7.36
3.9
0.162
0.00298
<0.001
2.31
<5.0
SWO04
9/17/2020
2.19
7.8
<2.5
0.127
0.00334
<0.001
1.68
Avg.
<5.0
SWO04
10/28/2020
0.72
7.9
4.0
0.123
0.00648
<0.001
2.98
Av .
<5.0
SWO04
1/25/2021
0.67
7.7
<2.5
0.184
0.00398
<0.001
1.32 Avg
<5
SWO04
2/22/2021
0.49
6.8
<2.5
0.164
0.00281
<0.001
1.40 Avg
<5.0
SWO04
3/16/2021
1.35
7.2
3.4
0.226
0.00545
<0.001
2.23
<5.0
SWO04
5/3/2021
0.89
6.9
<2.5
10.213
0.00622
<0.001
12.18 Avg
<5

SWO04
6/7/2021
0.63
7.6
<2.5
0.206
0.00516
<0.001
1.65
<5.1
SWO04
7/8/2021
1.11
7.4
<2.5
0.17
0.00395
<0.001
0.680 Av
<4.9
SWO04
8/3/2021
0.68
7.1
2.6
0.179
0.00574
0.00102
3.20 Avg
<5
SWO04
9/21/2021
0.76
7.08
<2.5
0.142
0.00398
<0.001
1.78
<5.0
SWO04
10/8/2021
0.64
7
<2.5
0.119
0.00360
<0.001
1.61
<5.0
SWO05
4/5/2019
0.93
7.8
6.4
0.152
0.00252
<0.001
0.927
<5.0
SWO05
8/27/2019
0.71
8
22
0.125
0.00331
<0.001
3.14
<5.0
SWO05
11/12/2019
0.53
8.1
5.5
0.0300
<0.001
<0.001
1.61
<5.0
SWO05
1/24/2020
1.22
7.3
30
0.135
0.00265
1
<0.001
2.91
<5.0
SWO05
2/6/2020
1.6
1
15
SWO05
9/17/2020
2.19
7.1
3.7
0.0125
<0.001
<0.001
1.61
<5.0
SWO05
3/16/2021
1.35
8.0
21
0.0571
0.00166
<0.001
2.97
<5.0
SWO09
4/5/2019
0.93
9.5
8.6
<0.05
0.047
<0.001
0.00486
<0.001
<0.001
<0.001
0.00127
<0.001
0.00126
<0.001
<0.0002
<0.0002
1.92
SWO09
12/13/2019
1.29
7.27
4.6
<0.05
<0.005
<0.001
<0.001
<0.001
<0.001
<0.001
0.00144
<0.001
0.00183
<0.001
<0.0002
<0.0002
3.85 Avg.
SWO09
10/29/2020
1.4
7.3
7.3
<0.05
0.024
<0.001
<0.001
<0.001
<0.001
0.00118
0.00258
<0.001
0.00279
<0.001
<0.0002
<0.0002
4.75
SWO09
3/16/2021
1.35
8.8
6.4
<0.05
0.015
<0.001
0.00268
<0.001
<0.001
0.00128
0.00115
<0.001
0.00116
<0.001
<0.0002
<0.0002
1.79
SWO11
12/13/2019
1.29
7.24
13
<0.05
0.011
<0.001
<0.001
<0.001
<0.001
0.00246
0.00179
<0.001
0.00265
<0.001
<0.0002
<0.0002
3.87
SWO11
10/29/2020
1.4
7.5
14
<0.05
0.042
<0.001
0.00117
<0.001
<0.001
0.00205
0.00232
<0.001
0.00263
<0.001
<0.0002
<0.0002
5.70
SWO11
3/16/2021
1.35
7.6
37
<0.05
0.047
<0.001
0.00226
<0.001
<0.001
0.00695
0.00412
0.00185
0.00556
<0.001
<0.0002
<0.0002
6.36
SWO15-13
4/5/2019
0.93
8.4
<5
<0.05
<0.005
<0.001
<0.001
<0.001
<0.001
<0.001
0.00156
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.45
SWO15-13
11/12/2019
0.53
7.8
19
<0.05
0.007
<0.001
0.00143
<0.001
<0.001
<0.001
0.00202
<0.001
0.00171
<0.001
<0.0002
<0.0002
4.53
SWO15-13
1/24/2020
1.22
8.4
<0.05
<0.005
<0.001
0.00107
<0.001
<0.001
<0.001
0.00136
<0.001
0.00143
<0.001
<0.0002
<0.0002
1.61
SWO15-13
2/5/2020
0.4
11
<5
SWO15-13
9/17/2020
2.19
6.3
2.7
0.051
<0.005
<0.001
0.00128
<0.001
<0.001
<0.001
0.00109
<0.001
0.00157
0.00147
<0.0002
<0.0002
1.70
SWO15-13
3/16/2021
1.35
7.8
5.9
0.064
<0.005
<0.001
0.00111
<0.001
<0.001
<0.001
0.00145
<0.001
0.00153
<0.001
<0.0002
<0.0002
1.34
SWO15-13
9/21/2021
10.76
16.95
<2.5
0.100
<0.005
<0.001
0.00106
<0.001
<0.001
<0.001
<0.002
<0.001
10.00158
0.00137
<0.0003
<0.0002
0.608

Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
U
W
w r°
�
v°>
w°
>
0
0
>
o
.y =
W
11/2/2015
2.4
Landfill DA-18
Light Brown
None
2
1
2
N
N
N
2/3/2016
0.84
Landfill DA-18
Brown redish
None
3
2
3
N
N
N
6/1/2016
1.22
Landfill DA-18
light brown
None
2
1
2
N
N
N
1/2/2017
1.2
Landfill DA-18
Clear
None
1
1
2
N
N
N
4/5/2017
0.87
Landfill DA-18
Orange
None
3
1
4
N
N
N
12/20/2017
0.86
Landfill DA-18
Cloudy
None
3
1
1
N
N
N
12/14/2018
0.89
Landfill DA-18
Orange
None
2
1
2
N
N
N
12/13/2019
1.29
Landfill DA-18
Light Brown
None
2
1
2
N
N
N
1/24/2020
1.22
Landfill DA-18
Reddish Brown
None
5
2
3
N
N
N
3/3/2020
0.7
Landfill DA-18
Dark Orange
None
4
1
2
N
N
N
5/19/2020
2.77
Landfill DA-18
Medium Red
None
3
1
1
N
N
N
8/21/2020
1
Landfill DA-18
Light Brown
None
3
1
3
N
N
N
3/16/2021
1.35
Landfill DA-18
Light Brown
None
2
1
2
N
N
N
11/2/2015
2.4
Landfill DA-21
Light brown
None
2
1
2
N
N
N
2/3/2016
0.84
Landfill DA-21
Brown redish
None
3
2
2
N
N
N
6/1/2016
1.22
Landfill DA-21
light brown
None
1
1
2
N
N
N
1/2/2017
1.2
Landfill DA-21
Clear
None
1
1
1
N
N
N
4/5/2017
0.87
Landfill DA-21
brownish
None
3
1
3
N
N
N
12/20/2017
0.86
Landfill DA-21
light yellowish
None
2
1
1
N
N
N
12/14/2018
0.89
Landfill DA-21
light tan
None
2
1
1
N
N
N
12/13/2019
1.29
Landfill DA-21
Clear
None
1
1
1
N
N
N
1 /24/2020
1.22
Landfill DA-21
Medium Orange
None
3
1
2
N
N
N
5/19/2020
2.77
Landfill DA-21
Light Reddish
None
2
1
1
N
N
N
8/21/2020
1
Landfill DA-21
Clear
None
1
1
1
N
N
N
10/29/2020
1.4
Landfill DA-21
Light Brown
None
2
1
1
N
N
N
1/26/2021
1.21
Landfill DA-21
Light Brown
None
2
1
1
N
N
N
11/2/2015
2.4
Landfill DA-36
Light brown
None
2
1
2
N
N
N
1/2/2017
1.2
Landfill DA-36
Brownish
None
3
2
3
Y
N
N
2/7/2018
1.63
Landfill DA-36
Orangish Brown
None
5
1
1
N
N
N
12/14/2018
0.89
Landfill DA-36
light tan
None
2
1
1
N
N
N
52

Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
U
W
w r°
�
� C40
w°
>
0
0
>
o
.y =
W
6/6/2019
0.09
Landfill DA-36
Light Brown
None
2
1
2
N
N
N
12/13/2019
1.29
Landfill DA-36
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
Landfill DA-36
Slight tint of Orange
None
2
1
2
N
N
N
5/19/2020
2.77
Landfill DA-36
Clear
None
1
1
1
N
N
N
10/29/2020
1.4
Landfill DA-36
Clear
None
1
1
1
N
N
N
1/26/2021
1.21
Landfill DA-36
Light Brown
None
2
1
2
N
N
N
11/2/2015
2.4
Landfill DA-42
Light Gray
None
2
1
1
N
N
N
2/3/2016
0.84
Landfill DA-42
Brownish
None
2
1
2
N
N
N
6/14/2016
1.4
Landfill DA-42
light brown
None
2
1
2
N
N
N
1/2/2017
1.2
Landfill DA-42
Light Brown
None
2
2
2
N
N
N
2/7/2018
1.63
Landfill DA-42
light orangish brown
None
2
1
1
N
N
N
12/14/2018
0.89
Landfill DA-42
light tan
None
2
1
1
N
N
N
12/13/2019
1.29
Landfill DA-42
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
Landfill DA-42
Slight tint of Orange
None
2
1
2
N
N
N
5/19/2020
2.77
Landfill DA-42
Clear
None
1
1
1
N
N
N
10/29/2020
1.4
Landfill DA-42
Light Brown
None
2
1
1
N
N
N
1/26/2021
1.21
Landfill DA-42
Light Brown
None
2
1
2
N
N
N
11/2/2015
2.4
Laydown Area 2
Clear
None
1
1
1
N
N
N
6/1/2016
1.22
Laydown Area 2
Clear
None
1
1
1
N
N
N
1/2/2017
1.2
Laydown Area 2
Clear
None
1
1
1
N
N
N
4/5/2017
0.87
Laydown Area 2
Clear
None
1
1
1
N
N
N
12/20/2017
0.86
Laydown Area 2
cloudy
None
2
1
1
N
N
N
12/20/2018
1.75
Laydown Area 2
Slightly cloudy
None
1
1
1
N
N
N
2/6/2020
1.6
Laydown Area 2
Clear
None
1
1
1
N
N
N
5/19/2020
2.77
Laydown Area 2
Light brown
None
2
1
1
N
N
N
8/21/2020
1
Laydown Area 2
Clear
None
1
1
1
N
N
N
10/29/2020
1.4
Laydown Area 2
Light Brown
None
2
1
1
N
N
N
3/18/20211
1
1 Laydown Area 2
Light Brown
None
2
1
2
N
N
N
11/2/20151
2.4
1SWO01
Clear
None
1
1
1
N
N
N
2/3/20161
0.84
1SWO01
I Clear
None
1
1
1
N
N
N
52

Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
ro
¢ o
�
G�
w
o
o
5/17/2016
0.27
SW001
light clear
None
1
1
1
N
N
N
12/6/2016
0.41
SW001
Clear
None
1
1
1
N
N
N
1/21/2017
0.375
SW001
Clear
None
1
1
1
N
N
N
4/5/2017
0.87
SW001
light brown
None
2
1
2
1 N
N
N
6/13/2017
0.25
SW001
Clear
None
1
1
1
N
N
N
9/6/2017
0.54
SW001
Clear
None
1
1
1
N
N
N
12/20/2017
0.86
SW001
Clear
None
1
1
1
N
N
N
2/7/2018
1.63
SW001
Light Brown
None
5
1
1
N
N
N
2/23/2018
2.57
SW001
Clear
None
1
1
1
N
N
N
10/10/2018
0.52
SW001
Light clear
None
1
3
2
N
N
N
12/20/2018
1.75
SW001
Clear
None
1
1
1
N
N
N
2/12/2019
0.75
SW001
Clear
None
1
1
1
N
N
N
4/5/2019
0.93
SW001
Clear
None
1
1
1
N
N
N
6/7/2019
1.24
SW001
Clear
None
1
1
1
N
N
N
8/27/2019
0.71
SW001
Clear
None
1
1
1
N
N
N
11/12/2019
0.53
SW001
Clear
None
1
1
1
N
N
N
12/13/2019
1.29
SW001
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
SW001
Clear
None
1
1
1
N
N
N
3/3/2020
0.7
SW001
Light Clear
None
1
1
1
N
N
N
5/19/2020
2.77
SW001
Clear
None
1
1
1
N
N
N
8/21/2020
1
SW001
Clear
None
1
1
1
N
N
N
9/17/2020
2.19
SW001
Clear
None
1
1
1
N
N
N
10/28/2020
0.72
SW001
Clear
None
1
1
1
N
N
N
3/16/2021
1.35
SW001
Clear
None
1
1
1
N
N
N
7/8/2021
1.11
SW001
Clear
None
1
1
1
N
N
N
9/21/2021
1.14
SW001
Clear
None
1
1
1
N
N
N
11/2/2015
2.4
SWO02
Clear
None
1
1
1
N
N
N
2/3/20161
0.84
1 SWO02
Clear
None
1
1
1
N
N
N
5/17/20161
0.27
1 SWO02
light clear
None
1
1
1
N
N
N
1/2/20171
1.2
1 SWO02
Clear
None
1
1
1
N
N
N
52

Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
ro
¢ o
�
G�
w
o
o
12/20/2017
0.86
SWO02
Clear
None
1
1
1
N
N
N
12/14/2018
0.89
SWO02
Clear
None
1
1
1
N
N
N
12/13/2019
1.29
SWO02
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
SWO02
Clear
None
1
1
1
N
N
N
3/3/2020
0.7
SWO02
Light Clear
None
1
1
1
N
N
N
5/19/2020
2.77
SWO02
Clear
None
1
1
1
N
N
N
8/21/2020
1
SWO02
Clear
None
1
1
1
N
N
N
10/29/2020
1.4
SWO02
Clear
None
1
1
1
N
N
N
3/16/2021
1.35
SWO02
Clear
None
1
1
1
N
N
N
11/2/2015
2.4
SWO04
Clear
None
1
1
1
N
N
N
2/3/2016
0.84
SWO04
Clear
None
1
1
1
N
N
N
5/17/2016
0.27
SWO04
light clear
None
1
1
1
N
N
N
11/29/2016
0.6
SWO04
light brown
None
3
1
2
N
N
N
1/21/2017
0.375
SWO04
Clear
None
1
1
1
N
N
N
6/13/2017
0.25
SWO04
Clear
None
1
1
1
N
N
N
8/11/2017
0.46
SWO04
Clear
None
1
2
2
N
N
N
9/6/2017
0.54
SWO04
Clear
None
1
1
1
N
N
N
11/7/2017
0.4
SWO04
Clear
None
1
1
1
N
N
N
12/20/2017
0.86
SWO04
Clear
None
1
1
1
N
N
N
2/7/2018
1.63
SWO04
Clear
None
2
1
1
N
N
N
2/23/2018
2.57
SWO04
Clear
None
1
1
1
N
N
N
7/19/2018
0.58
SWO04
tannish clear
None
2
1
2
N
N
N
10/10/2018
0.52
SWO04
light clear
None
1
2
2
N
N
N
12/20/2018
1.75
SWO04
Clear
None
1
1
1
N
N
N
2/12/2019
0.75
SWO04
Clear
None
1
2
1
N
N
N
4/5/2019
0.93
SWO04
Clear
None
1
1
1
N
N
N
6/7/2019
1.24
SWO04
Clear
None
1
1
1
N
N
N
8/27/20191
0.71
1 SWO04
113rown
INone
1
2
3
N
N
N
11/12/20191
0.53
1 SWO04
I Clear
INone
1
1
1
N
N
N
52

Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
ro
¢ o
�
G�
w
o
o
12/13/2019
1.29
SWO04
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
SWO04
Clear
None
1
2
1
N
N
N
3/3/2020
0.7
SWO04
Light Clear
None
1
1
1
N
N
N
5/19/2020
2.77
SWO04
Clear
None
1
1
1
N
N
N
6/16/2020
0.7
SWO04
Clear
None
1
1
1
N
N
N
8/21/2020
1.25
SWO04
Clear
None
1
1
1
N
N
N
9/17/2020
2.19
SWO04
Clear
None
1
1
1
N
N
N
10/28/2020
0.72
SWO04
Clear
None
1
1
1
N
N
N
1/25/2021
0.67
SWO04
Clear
None
1
1
1
N
N
N
3/16/2021
1.35
SWO04
Clear
None
1
1
1
N
N
N
7/8/2021
1.11
SWO04
Clear
None
1
1
1
N
N
N
9/21/2021
1.14
SWO04
Clear
None
1
1
1
N
N
N
11/2/2015
2.4
SWO05
Clear
None
1
1
1
N
N
N
2/3/2016
0.84
SWO05
Clear
None
1
1
1
N
N
N
11/29/2016
0.6
SWO05
Brown
None
3
1
3
N
N
N
4/5/2017
0.87
SWO05
Clear
None
1
1
1
N
N
N
12/20/2017
0.86
SWO05
Yellowish
None
2
1
1
N
N
N
12/14/2018
0.89
SWO05
Clear
None
1
1
1
N
N
N
12/20/2018
1.75
SWO05
Slightly cloudy
None
2
1
1
N
N
N
2/12/2019
0.75
SWO05
Clear
None
1
1
1
N
N
N
4/5/2019
0.93
SWO05
Clear
None
1
1
1
N
N
N
6/6/2019
0.09
SWO05
light brown
None
2
1
2
N
N
N
8/27/2019
0.71
SWO05
Clear
None
1
2
1
N
N
N
11/12/2019
0.53
SWO05
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
SWO05
Clear
None
2
2
2
N
N
N
3/3/2020
0.7
SWO05
Light Clear
None
1
1
1
N
N
N
5/19/2020
2.77
SWO05
Clear
None
1
1
1
N
N
N
8/21/2020
1
SWO05
Clear
None
1
1
1
N
N
N
9/17/2020
2.19
SWO05
Clear
None
1
1
1
N
N
N
12/14/2020
1.25
SWO05
IClear
None
1
1
1
N
N
N
52

Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
U
W
w r°
�
� C40
w°
>
0
0
>
o
.y =
W
3/16/2021
1.35
SW005
Light to Clear
None
1
1
1
N
N
N
11/2/2015
2.4
SW009
Light Brown
None
2
2
1
Y
N
N
2/3/2016
0.84
SW009
Light Brown
None
2
2
2
Y
N
N
6/7/2016
0.9
SW009
light brown
None
2
2
1
N
N
N
1/2/2017
1.2
SW009
brown
None
3
1
3
Y
N
N
2/7/2018
1.63
SW009
Orangish Brown
None
4
2
2
Y
N
N
2/23/2018
2.57
SW009
Orangish Brown
None
3
1
2
Y
N
N
12/14/2018
0.89
SW009
Slight Tan
None
1
1
1
Y
N
N
12/20/2018
1.75
SW009
Slightly cloudy
None
1
2
1
N
N
N
4/5/2019
0.93
SW009
clear to light gray
None
2
1
2
Y
N
N
12/13/2019
1.29
SW009
Light Reddish
None
2
1
2
Y
N
N
1/24/2020
1.22
SW009
Light Brown
None
2
1
2
N
N
N
5/19/2020
2.77
SW009
Light Brown
None
2
1
1
N
N
N
10/29/2020
1.4
SW009
Slight orange - brown
None
2
1
1
N
N
N
1/26/2021
1.21
SW009
Light Brown
None
2
1
2
Y
N
N
3/16/2021
1.35
SW009
Light Brown
None
2
1
2
N
N
N
11/2/2015
2.4
SWO11
Light Brown
None
1
1
1
N
N
N
2/3/2016
0.84
SW011
brownish
None
2
1
2
N
N
N
6/1/2016
1.22
SWO11
Brown
None
3
1
2
N
N
N
12/6/2016
0.41
SWO11
brownish
None
3
2
3
N
N
N
1/21/2017
0.375
SWO11
Red Brownish
None
3
2
3
N
N
N
2/7/2018
1.63
SWO11
Light Brown
None
3
1
1
N
N
N
2/23/2018
2.57
SWO11
Light Brown
None
2
1
1
N
N
N
12/14/2018
0.89
SWO11
Light Tan
None
1
1
1
N
N
N
12/20/2018
1.75
SWO11
Cloudy
None
2
1
1
N
N
N
12/13/2019
1.29
SWO11
Loght Brown
None
2
1
2
N
N
N
2/6/2020
1.6
SWO11
Light Brow
None
2
1
1
N
N
N
5/19/2020
2.77
SWO11
Light Brown
None
2
1
1
N
N
N
8/21/2020
1
SWO11
light Brown
None
2
1
2
N
N
N
10/29/2020
1.4
SWO11
Light Brown
None
2
1
1
N
N
N
52

Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
ro
¢ o
�
G�
w
o
o
1/26/2021
1.21
SWOT l
Light Brown
None
1
4
1
N
N
N
3/16/2021
1.35
SWO11
Light Brown
None
2
1
2
N
N
N
11/2/2015
2.4
SWO12
Light Brown
None
2
1
1
N
N
N
2/3/2016
0.84
SWO12
light brown - clear
None
2
1
2
N
N
N
1/2/2017
1.2
SWO12
Light Brown
None
3
1
3
N
N
N
12/20/2017
0.86
SWO12
slight orangish tint
None
2
2
1
N
N
N
12/14/2018
0.89
SWO12
Clear
None
1
1
1
N
N
N
2/12/2019
0.75
SWO12
Clear
Earthy smell
1
1
1
N
N
N
6/6/2019
0.09
SWO12
Clear
None
1
1
1
N
N
N
12/13/2019
1.29
SWO12
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
SWO12
Clear
None
1
1
1
N
N
N
8/21/2020
1.25
SWO12
Clear
None
1
1
1
N
N
N
9/17/2020
2.19
SWO12
Light Brown
None
2
1
1
N
N
N
10/29/2020
1.4
SWO12
Clear
None
1
1
1
N
N
N
1/26/2021
1.21
SWO12
Light Brown
None
1
1
1
N
N
N
11/2/2015
2.4
SWO15
Clear
None
1
2
1
N
N
N
2/3/2016
0.84
SWO15
Clear
None
1
2
1
N
N
N
12/6/2016
0.41
SWO15
Clear
None
1
1
1
N
N
N
3/31/2017
1.19
SWO15
Clear
None
1
1
1
N
N
N
9/6/2017
0.54
SWO15
Clear
None
1
1
1
N
N
N
12/20/2017
0.86
SWO15
Clear
None
1
1
1
N
N
N
10/10/2018
0.52
SWO15
light clear
None
1
2
2
N
N
N
2/12/2019
0.75
SWO15
Clear
None
1
1
1
N
N
N
4/5/2019
0.93
SWO15
Clear
None
1
1
1
N
N
N
6/6/2019
0.09
SWO15
Clear
None
1
1
1
N
N
N
11/12/2019
0.53
SWO15
Clear
None
1
1
1
N
N
N
12/13/2019
1.29
SWO15
Clear
None
1
1
1
N
N
N
2/6/2020
1.6
SWO15
Clear
None
1
1
1
N
N
N
3/3/2020
0.7
SWO15
Light Clear
None
1
1
1
N
N
N
5/19/2020
2.77
SWO15
Clear
None
1
1
1
N
N
N
52

Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
ro
¢ o
�
G�
w
o
o
8/21/2020
1
SWO15
Clear
None
1
1
1
N
N
N
9/17/2020
2.19
SWO15
Clear
None
1
1
1
N
N
N
10/29/2020
1.4
SWO15
Clear
None
1
1
1
N
N
N
3/16/2021
1.35
SWO15
Clear
None
1
1
1
N
N
N
9/21/2021
1.14
SWO15
Clear
None
1
1
1
N
N
N
1/24/2020
1.22
SWO15-13
Clear
None
1
1
1
N
N
N
11/2/2015
2.4
SW016-24
light brown
None
2
1
2
N
N
N
2/3/2016
0.84
SW016-24
brownish
None
2
1
2
Y
N
N
6/1/2016
1.22
SW016-24
light brown
None
2
1
2
N
N
N
12/6/2016
0.41
SW016-24
light brown
None
2
1
2
N
N
N
3/31/2017
1.19
SW016-24
clear to light orange
None
2
1
3
N
N
N
12/20/2017
0.86
SW016-24
Clear
None
2
1
1
N
N
N
2/23/2018
2.57
SW016-24
Light orangish brown
None
2
2
1
N
N
N
12/14/2018
0.89
SW016-24
light tan
None
2
1
2
N
N
N
12/13/2019
1.29
SW016-24
Light Brown
None
1
1
1
N
N
N
1/24/2020
1.22
SW016-24
Light Orange
None
2
1
2
N
N
N
3/3/2020
0.7
SW016-24
orange to light brown
None
3
1
2
Y
N
N
5/19/2020
2.77
SW016-24
Light Brown
None
2
1
1
N
N
N
8/21/2020
1
SW016-24
Clear
None
2
1
1
N
N
N
9/17/2020
2.19
SW016-24
Clear
None
1
1
1
N
N
N
10/29/2020
1.4
SW016-24
Light Brown
None
2
1
1
N
N
N
1/26/2021
1.21
SW016-24
Brown
None
2
1
2
N
N
N
11/2/2015
2.4
SWO16-30
Light brown
None
2
1
2
Y
N
N
2/3/2016
0.84
SWO16-30
clear to light brown
None
2
1
2
N
N
N
6/1/2016
1.22
SWO16-30
Clear
None
2
1
2
N
N
N
1/2/2017
1.2
SWO16-30
light brown
None
2
1
3
N
N
N
12/20/2017
0.86
SWO16-30
Clear
None
2
1
1
N
N
N
2/23/2018
2.57
SWO16-30
Orangish Brown
None
3
1
1
N
N
N
12/14/2018
0.89
SWO16-30
Clear
None
1
1
1
N
N
N
2/12/2019
0.75
SWO16-30
IClear
None
1
1
1
I N
N
N
52

Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
ro
¢ o
�
G�
w
o
o
1/24/2020
1.22
SWO16-30
Light Orange
None
2
1
2
N
N
N
3/3/2020
0.7
SWO16-30
Slight tint of Brown
None
2
1
1
N
N
N
5/19/2020
2.77
SWO16-30
Medium reddish brown
None
2
1
1
N
N
N
8/21/2020
1
SWO16-30
Light Brown
None
2
1
2
N
N
N
9/17/2020
2.19
SWO16-30
Clear
None
1
1
1
N
N
N
10/29/2020
1.4
SWO16-30
Light Brown
None
2
1
1
N
N
N
1/26/2021
1.21
SWO16-30
Light Brown
None
2
1
1
N
N
N
12/13/2019
1.29
SWO16-32
Light Brown
None
2
1
2
N
N
N
11/2/2015
2.4
SWO16-36
light brown
None
2
1
2
Y
N
N
2/3/2016
0.84
SWO16-36
clear to Brownish
None
2
1
2
Y
N
Y
6/1/2016
1.22
SWO16-36
Clear
None
2
1
1
N
N
Y
12/6/2016
0.41
SWO16-36
Light Brown
None
2
1
2
N
N
N
3/31/2017
1.19
SWO16-36
Light orange
None
2
1
2
N
N
N
9/6/2017
0.54
SWO16-36
Light Brown
None
2
1
2
N
N
N
12/20/2017
0.86
SWO16-36
Light Brown
None
2
1
2
N
N
N
2/7/2018
1.63
SWO16-36
Orangish Brown
None
3
1
2
N
N
N
2/23/2018
2.57
SWO16-36
Orangish Brown
None
3
1
1
N
N
N
10/10/2018
0.52
SWO16-36
Clear light
None
1
1
1
N
N
N
2/12/2019
0.75
SWO16-36
light gray
None
2
1
1
N
N
N
4/5/2019
0.93
SWO16-36
Clear to gray
None
1
1
1
N
N
N
12/13/2019
1.29
SWO16-36
Light Brown
None
2
1
2
N
N
N
1/24/2020
1.22
SWO16-36
Light Orange
None
2
2
2
N
N
N
3/3/2020
0.7
SWO16-36
Light clear
None
1
1
1
N
N
N
5/19/2020
2.77
SWO16-36
Clear
None
1
1
1
N
N
N
8/21/2020
1
SWO16-36
Light Brown
None
2
1
2
N
N
N
9/17/2020
2.19
SWO16-36
Light Brown
None
2
1
2
N
N
N
10/29/2020
1.4
SWO16-36
Light Brown
None
2
1
1
N
N
N
1/26/2021
1.21
SWO16-36
Clear
None
1
1
1
N
N
N
11/2/2015
2.4
SW016-42
Light brown
None
2
1
2
N
N
N
2/3/2016
0.84
SW016-42
Brown redish
None
3
1
3
N
N
N
52

Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
U
W
w r°
�
v°>
w°
>
0
0
>
o
.y =
W
5/19/2016
0.1
SW016-42
Red Brownish
None
2
1
2
N
N
N
12/6/2016
0.41
SW016-42
Light Brown
None
2
1
2
N
N
N
3/31/2017
1.19
SW016-42
light beige
None
2
1
2
N
N
N
9/6/2017
0.54
SW016-42
Light Brown
None
2
1
2
N
N
N
12/20/2017
0.86
SW016-42
Light Brown
None
2
2
2
N
N
N
2/7/2018
1.63
SW016-42
Orangish Brown
None
3
1
1
N
N
N
2/23/2018
2.57
SW016-42
Orangish Brown
None
3
1
1
N
N
N
12/14/2018
0.89
SW016-42
light Tan
None
2
1
2
N
N
N
12/20/2018
1.75
SW016-42
Cloudy
None
2
1
1
N
N
N
12/13/2019
1.29
SW016-42
Light Brown
None
2
1
2
N
N
N
1/24/2020
1.22
SW016-42
Light Orange
None
2
1
2
N
N
N
3/3/2020
0.7
SW016-42
Light Brown
None
2
1
1
Y
N
N
5/19/2020
2.77
SW016-42
Medium Brown
None
3
1
2
Y
N
N
8/21/2020
1
SW016-42
Light Brown
None
3
1
3
N
N
N
9/17/2020
2.19
SW016-42
Light Brown
None
3
2
2
N
N
N
10/29/2020
1.4
SW016-42
Brown
None
3
1
1
N
N
N
1/26/2021
1.21
SW016-42
Brown
None
3
1
2
N
N
N
11/2/2015
2.4
SW016-54
Light Brown
None
3
2
2
Y
N
Y
2/3/2016
0.84
SW016-54
Red Brownish
None
3
1
3
N
N
N
5/19/2016
0.1
SW016-54
Clear
None
1
1
1
Y
N
N
12/6/2016
0.41
SW016-54
Light Brown
None
2
1
2
N
N
N
3/31/2017
1.19
SW016-54
medium orange
None
3
1
3
N
N
N
12/20/2017
0.86
SW016-54
Clear - red tint
None
2
1
1
N
N
N
2/23/2018
2.57
SW016-54
Light Brown
None
2
1
1
N
N
N
10/10/2018
0.52
SW016-54
Medium Clear
None
2
1
1
N
N
N
12/20/2018
1.75
SW016-54
Slightly cloudy
None
1
1
1
N
N
N
2/12/2019
0.75
SW016-54
Clear
None
1
1
1
Y
N
N
12/13/2019
1.29
SW016-54
Light Brown
iNone
2
1
1 2
1 N
N
I N
1/24/2020
1.22
1 SW016-54
Light Orange
None
2
1
1 2
1 N
N
N
3/3/2020
0.7
SW016-54
Yellowish to light brown
INone
2
1
1 1
1 Y
N
N
52

Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
ro
¢ o
�
G�
w
o
o
5/19/2020
2.77
SWO16-54
Light Brown
None
2
1
1
Y
N
N
8/21/2020
1
SWO16-54
Clear
None
2
1
2
N
N
N
9/17/2020
2.19
SWO16-54
Light Brown
None
2
1
1
N
N
N
10/29/2020
1.4
SWO16-54
Reddish Brown
None
3
1
1
N
N
N
1/26/2021
1.21
SWO16-54
Light Brown
None
2
1
1
N
N
N
11/29/2016
0.6
SWO17
Clear to light gray
None
2
1
2
N
N
N
9/6/2017
0.54
SWO17
Clear
None
1
1
2
N
N
N
12/20/2017
0.86
SWO17
Clear
None
1
1
1
N
N
N
2/23/2018
2.57
SWO17
slightly cloudy
None
2
2
2
N
N
10/10/2018
0.52
SWO17
Clear light
None
1
1
1
N
N
N
2/12/2019
0.75
SWO17
Clear
None
1
1
1
N
N
N
4/5/2019
0.93
SWO17
Gray
None
2
1
2
N
N
N
8/27/2019
0.71
SWO17
Clear
None
1
1
1
N
N
N
11/12/2019
0.53
SWO17
Clear
None
1
1
2
N
N
N
1/24/2020
1.22
SWO17
clear to light brown
None
2
2
2
N
N
N
3/3/2020
0.7
SWO17
Light Clear
None
1
2
2
N
N
N
5/19/2020
2.77
SWO17
Clear
None
1
1
1
N
N
N
8/21/2020
1
SWO17
Clear
None
1
1
1
N
N
N
9/17/2020
2.19
SWO17
Light Brown
None
2
1
1
N
N
N
12/14/2020
1.25
SWO17
Clear
None
1
1
1
N
N
N
2/11/2021
0.12
SWO17
Light Brown
None
3
1
1
N
N
N
9/21/2021
1.14
SWO17
Light Brown
None
3
1
3
N
N
N
2/7/2018
1.63
SWO18A
Light Brown
None
3
1
1
Y
N
N
2/23/2018
2.57
SWO18A
Brown
None
3
1
1
Y
N
N
12/14/2018
0.89
SWO18A
Grayish Tan
None
3
1
3
N
N
N
12/20/2018
1.75
SWO18A
Slightly Cloudy
None
2
1
1
Y
N
N
12/13/2019
1.29
SWO18A
No Flow
None
1
1
1
N
N
N
1/24/2020
1.22
SWO18A
Clear
None
1
1
1
Y
N
N
3/3/2020
0.7
SWO18A
Light Clear
None
2
2
2
N
N
N
5/19/2020
2.77
SWO18A
Light Brown
None
2
1
1
Y
N
N
52

Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
Date
Rain Fall Amount -
Inches
Outfall #
Color
Odor
U
W
w r°
�
v°>
w°
>
0
0
>
o
.y =
W
10/29/2020
1.4
SWO18A
Brown
None
2
1
1
N
N
N
2/7/2018
1.63
SWO18B
very light brown
None
2
1
1
N
N
N
2/23/2018
2.57
SWO18B
light brown
None
2
1
1
1 Y
N
N
12/14/2018
0.89
SWO18B
Light Tan
None
2
1
1
N
N
N
12/13/2019
1.29
SWO18B
No Flow
None
1
1
1
N
N
N
1/24/2020
1.22
SWO18B
Clear
None
1
1
1
Y
N
N
3/3/2020
0.7
SWO18B
Light Clear
None
2
2
2
N
N
N
5/19/2020
2.77
SWO18B
Light Brown
None
1
1
2
N
N
N
10/29/2020
1.4
SWO18B
orange Brown
None
3
1
1
N
N
N
12/6/2016
0.41
SWO19
Clear
None
1
1
1
N
N
N
9/6/2017
0.54
SWO19
Clear
None
1
1
1
N
N
N
12/20/2017
0.86
SWO19
Clear
None
1
2
1
N
N
N
2/23/2018
2.57
SWO19
Very slightly yellow
None
1
1
1
Y
N
N
10/10/2018
0.52
SWO19
Clear Medium
None
2
2
2
N
N
N
52

Rogers Energy Complex - NC5000571
Qualitative Monitoring by Outfall
�
w
G�
o
Rain Fall Amount -
ro
¢ o
7
o
Date
Inches
Outfall #
Color
Odor
j
c W
�T,
52

Rogers Energy Complex - NC5000571
Qualitative Monitoring by Outfall
�
w
G�
o
Rain Fall Amount -
ro
¢ o
7
o
Date
Inches
Outfall #
Color
Odor
j
c W
�T,
52

Other
Leaves
Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
52

Other
I Minor plant material on surface
Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
52

Other
Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
52

Rogers Energy Complex - NC5000571
Qualitative Monitoring by Outfall
Other
Evaluation later in the day identified the material could have been coming from a metal oxide absorbent sock.
Resample in afternoon and discharge was clear.
52

Other
Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
52

Rogers Energy Complex - NC5000571
Qualitative Monitoring by Outfall
Other
(Foam is from the elevation drop inside stormwater ninina. I
Foam from elevation fall in pipe.
52

Other
Grass and organic weed were the floating solids.
Minor iron bacteria floating on surface
Floating sticks, twigs and leaves from weed eating.
Grass twigs
No flow from SW015-10
Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
52

Other
Minor bubbles coming out of outlet
Foam normal over rocks
Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
52

Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
Other
Foam normal with flow.
Small amount of foam. Erosion was present prior to stormwater permit.
Gravel and sand at end of outlet
52

Other
Foam normal with flow and silt on the outlet barrel.
Where flow is hitting rocks foam is being generated
Rogers Energy Complex - NC5000571
Qualitative Monitoring by Outfall
52

Other
Minor leave material floating in TSS sample
Plant matter
Discharge from rain on concrete.
Rogers Energy Complex - NCS000571
Qualitative Monitoring by Outfall
52

Other
minor foam clear
Leaves
Clear foam
Rogers Energy Complex - NC5000571
Qualitative Monitoring by Outfall
52

Other
Rogers Energy Complex - NC5000571
Qualitative Monitoring by Outfall
52

Other
Rogers Energy Complex - NC5000571
Qualitative Monitoring by Outfall
52

a�
0
Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
Benchmark
6.0-9.0
100
N/A
0.126
0.09
0.34
Landfill DA - 18"
6/1/2016
1.22
7.8
230
0.061
0.037
< 0.001
0.0159
Landfill DA - 18"
1/2/2017
1.2
6.9
6.2
0.077
0.005
<0.001
0.00343
Landfill DA - 18"
4/5/2017
0.87
7.5
40
0.151
0.013
<0.001
0.00514
Landfill DA - 18"
12/20/2017
0.86
7.7
170
0.117
0.014
<0.001
0.00593
Landfill DA - 21"
6/1/2016
1.22
7.9
50
< 0.05
0.008
< 0.001
0.00255
Landfill DA - 21"
1/2/2017
1.2
6.8
< 5
< 0.05
< 0.005
<0.001
0.00106
Landfill DA - 2 1 "
4/5/2017
0.87
7.6
32
j< 0.05
0.006
<0.001
0.00173
Landfill DA - 21"
Landfill DA - 36"
12/20/2017
6/6/2016
10.86
0.9
7.6
7.5
< 5
38
< 0.05
<0.05
< 0.005
<0.005
<0.001
< 0.001
<0.001
0.00233
Landfill DA - 36"
1/2/2017
1.2
7.6
240
0.057
0.035
<0.001
0.0239
Landfill DA - 36"
3/31/2017
0.94
7.6
17
0.117
< 0.005
<0.001
0.00472
Landfill DA - 36"
2/7/2018
1.63
7.6
48
<0.05
0.005
<0.001
0.00138
Landfill DA - 36"
12/13/2019
1.29
7.11
6.7
<0.05
<0.005
<0.001
0.00176
Landfill DA - 36"
2/6/2020
1.6
6.88
3.6
<0.05
0.064
<0.001
<0.001
Landfill DA - 36"
10/29/2020
1.4
7.3
10
<0.05
<0.005
<0.001
0.00146
Landfill DA - 42"
6/14/2016
1.4
7.8
130
<0.05
0.023
< 0.001
0.00843
Landfill DA - 42"
1/2/2017
1.2
7.4
64
0.152
0.019
<0.001
0.00925
Landfill DA - 42"
1/3/2017
0.48
47
1.92
0.014
0.00152
0.00933
Landfill DA - 42"
3/31/2017
0.94
7.8
19
0.338
0.054
<0.001
0.00537
Landfill DA - 42"
2/7/2018
1.63
7.4
46
0.105
0.009
<0.001
0.00266
Laydown DA 2
6/1/2016
1.22
6.5
23
< 0.05
0.145
< 0.001
0.00108
Laydown DA 2
1/2/2017
1.2
6.5
< 5
< 0.05
0.044
<0.001
<0.001
Laydown DA 2
4/5/2017
0.87
7.1
9
< 0.05
0.126
<0.001
<0.001
Laydown DA 2
12/20/2017
0.86
7.4
35
< 0.05
2.68
<0.001
<0.001
Laydown DA 2
2/6/2020
1.6
6.9
3.6
<0.05
0.064
<0.001
<0.001
Laydown DA 2
Sw001
10/29/2020
5/17/2016
1.4
0.27
7.3
7.1
8.5
< 5
<0.05
0.126
0.286
<0.001
<0.001
Sw001
12/6/2016
0.4
7.5
< 5
<0.05
0.159
< 0.001
0.00117
Sw001
1/21/2017
0.375
6.9
< 5
< 0.05
0.158
<0.001
0.00124
Sw001
3/31/2017
10.94
7.9
6
< 0.05
0.159
<0.001
0.00184
Sw001
4/19/2017
10.22
17.7
1<5
j< 0.05
10.178
<0.001
0.00148

SW001
6/13/2017
0.25
6.9
< 5
< 0.05
0.156
<0.001
0.00228
SW001
9/6/2017
0.54
6.8
< 5
< 0.05
0.149
<0.001
0.00206
SW001
12/20/2017
0.86
7.4
< 5
< 0.05
0.174
<0.001
0.00122
SW001
2/7/2018
1.63
7.2
110
<0.05
0.174
<0.001
0.00173
SW001
4/23/2018
2.57
7.4
<5
<0.05
0.178
<0.001
0.00247
SW001
10/10/2018
0.52
7.4
5.6
<0.05
0.19
<0.001
0.00198
SW001
12/20/2018
1.75
7.1
<5
<0.05
0.136
<0.001
0.00131
SW001
4/5/2019
0.93
7.7
<5
<0.05
0.142
<0.001
<0.001
SW001
6/7/2019
1.24
7.5
<5
<0.05
0.192
<0.001
0.00303
SW001
8/27/2019
0.71
7.6
<5
<0.05
0.313
<0.001
0.00113
SW001
11/12/2019
0.53
8
<2.74725
<0.05
0.203
<0.001
0.00127
SW001
12/13/2019
1.29
7.46
<2.5
<0.05
0.103
<0.001
0.00156
SW001
1/24/2020
1.22
7.2
<2.5
<0.05
0.124
<0.001
0.00115
SW001
1/31/2020
0.6
18.6
SW001
2/5/2020
0.4
7.3
<2.5
<0.05
0.126
<0.001
<0.001
SW001
3/3/2020
0.7
6.7
3.7
<0.05
0.140
<0.001
<0.001
SW001
9/17/2020
2.19
7.4
<2.5
<0.05
0.074
<0.001
0.00192
SW001
10/28/2020
0.72
7.5
<2.5
<0.05
0.067
<0.001
0.00134
SW001
3/16/2021
1.35
6.6
<2.5
<0.05
0.082
<0.001
<0.001
SW001
5/3/2021
0.89
6.4
3.1
<0.05
0.120
<0.001
0.0014
SW001
6/7/2021
0.63
8.0
<2.5
<0.05
0.119
<0.001
0.00186
SW001
7/8/2021
1.11
6.6
6.4
<0.05
0.141
<0.001
10.00203
SW001
8/3/2021
0.68
6.7
3.0
<0.05
0.079
<0.001
0.00214
SW001
9/21/2021
0.76
6.98
<2.5
<0.05
0.116
<0.001
0.00190
SW001
SWO02
10/8/2021
5/17/2016
0.64
0.27
7
7.5
<2.5
< 5
<0.05
0.091
0.107
<0.001
0.00327
SWO02
1/2/2017
1.2
7.1
< 5
0.0663
SWO02
4/3/2017
0.49
7.7
< 5
0.145
SWO02
SWO04
12/20/2017
5/17/2016
0.86
0.27
8.3
7.4
< 5
< 5
0.0577
0.151
SWO04
11/29/2016
0.6
7.7
160
0.247
SWO04
1/21/2017
0.375
7.3
< 5
0.0883
SWO04
2/15/2017
0.3
7.2
9
0.159
SWO04
3/31/2017
0.94
7.4
42
0.145
SWO04
4/19/2017
0.22
7.6
15
0.169
SWO04
6/13/2017
0.25
7.6
< 5
0.143
SWO04
8/11/2017
0.46
7.3
< 5
0.155
SWO04
9/6/2017
0.54
7.2
10
0.092
SWO04
11/7/2017
0.4
7.2
6
0.125
SWO04
12/20/2017
0.86
8.1
< 5
0.0946
SWO04
2/7/2018
1.63
7.0
40
0.215
SWO04
4/23/2018
2.57
7.2
20
10.241
SWO04
7/19/2018
0.58
6.7
6.2
10.126
SWO04
10/10/2018
0.52
7.2
<5
10.447

SWO04
12/20/2018
1.75
7.8
<5
0.559
SWO04
4/5/2019
0.93
8.1
<5
0.279
SWO04
6/7/2019
1.24
7.8
17.00
0.230
SWO04
8/27/2019
0.71
7.6
64.0 Avg.
0.335 Avg.
SWO04
11/12/2019
0.53
8
3.5
0.108
SWO04
12/13/2019
1.29
7.38
4.8
0.197
SWO04
1/24/2020
1.22
7.2
24
0.231
SWO04
1/31/2020
0.6
3.1
SWO04
2/5/2020
0.4
7.6
<2.5
0.129
SWO04
3/3/2020
0.7
6.9
<2.5
0.136
SWO04
6/16/2020
0.7
6.9
5.3
0.161
SWO04
7/6/2020
0.25
7.36
3.9
0.162
SWO04
9/17/2020
2.19
7.8
<2.5
0.127
SWO04
10/28/2020
0.72
7.9
4.0
0.123
SWO04
1/25/2021
0.67
7.7
<2.5
0.184
SWO04
2/22/2021
0.49
6.8
<2.5
0.164
SWO04
3/16/2021
1.35
7.2
3.4
0.226
SWO04
5/3/2021
0.89
6.9
<2.5
0.213
SWO04
6/7/2021
0.63
7.6
<2.5
0.206
SWO04
7/8/2021
1.11
7.4
<2.5
0.17
SWO04
8/3/2021
0.68
7.1
2.6
0.179
SWO04
9/21/2021
0.76
7.08
<2.5
1
0.142
SWO04
SWO05
10/8/2021
6/6/2016
0.64
0.9
7
7.9
<2.5
270
0.119
0.226
SWO05
11/29/2016
0.6
7.5
52
0.0798
SWO05
4/5/2017
0.87
7.7
53
0.0796
SWO05
12/20/2017
0.86
7.9
13
0.0541
SWO05
12/20/2018
1.75
7.4
114
0.0701
SWO05
4/5/2019
0.93
7.8
6.4
0.152
SWO05
8/27/2019
0.71
8
22
0.125
SWO05
11/12/2019
0.53
8.1
5.5
0.0300
SWO05
1/24/2020
1.22
7.3
30
0.135
SWO05
2/6/2020
1.6
115
SWO05
9/17/2020
2.19
7.1
3.7
0.0125
SWO05
3/16/2021
1.35
8.0
21
0.0571
SWO09
6/7/2016
0.9
7.9
9.6
0.086
0.06
< 0.001
0.00219
SWO09
1/2/2017
1.2
6.9
100
0.101
0.112
<0.001
0.00744
SWO09
3/31/2017
0.94
7.8
8
0.075
0.014
<0.001
0.00139
SWO09
2/7/2018
1.63
7.2
33
<0.05
0.017
<0.001
0.00167
SWO09
12/20/2018
1.75
6.3
<5
<0.05
0.017
<0.001
0.00131
SWO09
4/5/2019
0.93
9.5
18.6
<0.05
0.047
<0.001
0.00486
SWO09
12/13/2019
1.29
7.27
4.6
<0.05
<0.005
<0.001
<0.001
SW009
10/29/2020
11.4
7.3
7.3
<0.05
10.024
<0.001
<0.001
SWO09
3/16/2021
1.35
8.8
6.4
<0.05
0.015
<0.001
10.00268

SWO11
6/1/2016
1.22
7.7
180
< 0.05
0.037
< 0.001
0.00485
SWO11
12/6/2016
0.4
7.7
140
<0.05
0.035
< 0.001
0.00606
SWO11
1/21/2017
0.375
7.7
150
< 0.05
0.042
<0.001
0.00643
SWO11
4/5/2017
0.87
7.7
54
< 0.05
0.017
<0.001
0.00198
SWO11
2/7/2018
1.63
7.2
51
<0.05
0.012
<0.001
0.00185
SWO11
4/23/2018
2.57
7.4
33
<0.05
0.016
<0.001
0.00165
SWO11
12/20/2018
1.75
6.3
12
<0.05
0.061
<0.001
<0.001
SW011
12/13/2019
1.29
7.24
13
<0.05
0.011
<0.001
<0.001
SWO11
10/29/2020
1.4
7.5
14
<0.05
0.042
<0.001
10.00117
SWO11
01
SWO12
3/16/2021
6/6/2016
1.35
0.9
7.6
8
37
15
<0.05
<0.05
0.047
0.008
<0.001
< 0.001
0.00226
0.00171
SWO12
1/2/2017
1.2
7.1
100
< 0.05
0.047
<0.001
0.00583
SWO12
3/31/2017
0.94
8.3
24
< 0.05
0.018
<0.001
0.0011
SWO12
12/20/2017
0.86
7.4
10
< 0.05
0.028
<0.001
<0.001
SWO15 Composite
6/6/2016
0.9
8.1
6.8
<0.05
0.008
< 0.001
0.00142
SWO15 Composite
12/6/2016
0.4
7.8
< 5
<0.05
< 0.005
< 0.001
< 0.001
SWO15 Composite
4/3/2017
0.49
7.7
5
< 0.05
0.009
<0.001
<0.001
SWO15 Composite
12/20/2017
0.86
7.6
< 5
j< 0.05
< 0.005
<0.001
<0.001
SWO15 Composite
10/10/2018
0.52
8.0
<5
0.06
0.007
<0.001
0.00114
SWO15-1
12/6/2016
SWO15-12
12/6/2016
SWO15-13
12/6/2016
SWO15-13
4/5/2019
0.93
8.4
<5
<0.05
<0.005
<0.001
<0.001
SWO15-13
11/12/2019
0.53
7.8
19
<0.05
0.007
<0.001
0.00143
SWO15-13
1/24/2020
1.22
8.4
<0.05
<0.005
<0.001
0.00107
SWO15-13
2/5/2020
0.4
11
SWO15-13
9/17/2020
2.19
6.3
2.7
0.051
<0.005
<0.001
0.00128
SWO15-13
3/16/2021
1.35
7.8
5.9
0.064
<0.005
<0.001
0.00111
SWO15-13
9/21/2021
0.76
6.95
<2.5
0.100
<0.005
<0.001
0.00106
SWO15-2
12/6/2016
SWO15-3
12/6/2016
SWO15-4
12/6/2016
SWO15-5
12/6/2016
SWO 15-6
12/6/2016
SWO15-8
12/6/2016
SWO15-9
SWO16-24
12/6/2016
6/1/2016
1.22
7.6
63
< 0.05
0.012
< 0.001
0.00268
SWO16-24
12/6/2016
0.4
7.8
9.2
<0.05
0.013
< 0.001
0.00332
SWO16-24
3/31/2017
0.94
7.7
11
< 0.05
< 0.005
<0.001
0.00233
SWO16-24
12/20/2017
0.86
7.3
8
< 0.05
< 0.005
<0.001
0.00131
SWO16-24
4/23/2018
2.57
7.3
13
<0.05
<0.005
<0.001
0.00108
SWO16-30
6/1/2016
11.22
17.6
111
j< 0.05
0.009
j< 0.001
< 0.001

SWO16-30
1/2/2017
1.2
6.7
61
< 0.05
0.013
<0.001
0.00223
SWO16-30
3/31/2017
0.94
7.4
8
< 0.05
< 0.005
<0.001
0.00107
SWO16-30
12/20/2017
0.86
7.6
25
< 0.05
0.005
<0.001
0.00142
SW016-30
4/23/2018
2.57
7.1
86
<0.05
0.019
<0.001
0.00284
SWO16-36
6/1/2016
1.22
7.7
22
< 0.05
0.013
< 0.001
0.0018
SWO16-36
12/6/2016
0.4
7.7
28
<0.05
0.011
< 0.001
0.00259
SWO16-36
3/31/2017
0.94
7.9
11
0.054
0.016
<0.001
0.00215
SWO16-36
9/6/2017
0.54
7.7
18
j< 0.05
10.012
<0.001
0.0021
SWO16-36
2/7/2018
1.63
7.4
162
<0.05
0.014
<0.001
10.00194
SW016-36
SWO16-42
10/10/2018
5/19/2016
0.52
0.1
7.5
7.8
8.2
140
<0.05
< 0.05
0.033
0.009
<0.001
< 0.001
0.00233
0.00164
SWO16-42
12/6/2016
0.4
7.7
44
0.065
0.01
< 0.001
0.00379
SWO16-42
3/31/2017
0.94
7.5
18
< 0.05
0.009
<0.001
0.00186
SWO16-42
9/6/2017
0.54
7.6
23
0.055
0.017
<0.001
0.00294
SWO16-42
2/7/2018
1.63
7.4
160
<0.05
0.028
<0.001
0.0031
SW016-42
12/20/2018
1.75
6.6
70
<0.05
0.023
<0.001
0.00179
SWO16-42
12/13/2019
1.29
7.17
14
<0.05
0.012
<0.001
0.00149
SW016-42
3/3/2020
0.7
7
16
0.057
0.010
<0.001
0.00312
SWO16-42
9/17/2020
2.19
6.7
160
<0.05
0.035
<0.001
0.00457
SW016-54
5/19/2016
0.1
7.9
5.2
< 0.05
0.03
< 0.001
0.00149
SWO16-54
12/6/2016
0.4
6.9
6
<0.05
0.011
< 0.001
0.0014
SWO16-54
3/31/2017
0.94
7.2
39
<0.05
0.023
<0.001
0.00219
SWO16-54
12/20/2017
0.86
7.9
6
0.05
0.016
<0.001
0.00365
SWO16-54
4/23/2018
2.57
17.4
21
<0.05
0.013
<0.001
0.00288
SWO16-54
SWO17
10/10/2018
11/29/2016
0.52
0.6
7.6
7.2
7.8
127
<0.05
<0.05
0.021
0.014
<0.001
< 0.001
0.00311
0.00141
SWO17
4/3/2017
0.49
7.5
160
<0.05
0.036
<0.001
0.00418
SWO17
9/6/2017
0.54
7.3
17
< 0.05
< 0.005
<0.001
<0.001
SWO17
4/23/2018
2.57
7.5
30
<0.05
0.009
<0.001
<0.001
SWO17
10/10/2018
0.52
7.5
24
<0.05
0.008
<0.001
<0.001
SWO17
4/5/2019
0.93
7
100
<0.05
0.036
<0.001
0.00168
SWO17
8/27/2019
0.71
6.5
7
<0.05
0.008
<0.001
<0.001
SWO17
11/12/2019
0.53
8
17
<0.05
0.011
<0.001
<0.001
SWO17
1/24/2020
1.22
7.2
18
<0.05
0.007
<0.001
<0.001
SWO17
2/5/2020
0.4
17.0
SWO17
9/17/2020
2.19
7.7
55
<0.05
0.016
<0.001
<0.001
SWO17
2/11/2021
0.12
7.7
610
<0.05
0.080
<0.001
0.00517
SWO17
9/21/2021
0.76
7.46
150
<0.05
0.022
<0.001
0.00437
SW018A
2/7/2018
1.63
7.5
32
<0.05
0.008
<0.001
0.0015
SWO18A
12/20/2018
1.75
6.6
43
<0.05
0.011
<0.001
0.00163
SWO18A
4/5/2019
0.93
7.5
170
<0.05
0.028
<0.001
0.00219
SWO18A
1/24/2020
1.22
7.8
18
<0.05
0.010
<0.001
0.00139

SWO18A
2/5/2020
0.4
25
SWO18B
2/7/2018
1.63
7.5
18
<0.05
0.011
<0.001
<0.001
SWO19
12/6/2016
0.4
8.3
1<5
< 0.05
< 0.005
< 0.001
< 0.001
SWO19
4/3/2017
0.49
7.3
14
< 0.05
< 0.005
<0.001
<0.001
SWO19
9/6/2017
0.54
7.3
< 5
< 0.05
< 0.005
<0.001
<0.001
SWO19
4/23/2018
2.57
7.3
5
<0.05
0.008
<0.001
<0.001
SWO19
10/10/2018
10.52
7.4
<5
<0.05
<0.005
<0.001
<0.001

\<,°tea\ ova\ A\0 hP¢O
�\'� °�.
�°c�
Q�e La Lr Lo
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
0.065
0.003
0.9
0.010
0.075
0.335
0.056
0.0003
N/A
< 0.001
< 0.001
0.0135
0.0111
0.00583
0.00958
0.0037
< 0.0003
0.000361
23.3
<0.001
<0.001
0.00342
0.002
0.00135
0.00203
< 0.001
<0.0003
<0.0002
4.77
<0.001
<0.001
0.0139
0.00441
0.00586
0.00267
< 0.001
<0.0003
<0.0002
18.1
<0.001
<0.001
0.0124
0.00446
0.00434
0.00332
< 0.001
<0.0003
<0.0002
11.8
< 0.001
< 0.001
0.00355
0.00282
0.00157
0.00274
< 0.001
< 0.0003
< 0.0002
5
<0.001
<0.001
<0.001
0.00105
<0.001
0.00117
< 0.001
<0.0003
<0.0002
13.87
<0.001
<0.001
0.00806
0.00343
0.00374
0.00277
j< 0.001
<0.0003
<0.0002
5.89
<0.001
< 0.001
<0.001
< 0.001
<0.001
0.00381
0.00154
0.00366
<0.001
0.0015
<0.001
0.00282
< 0.001
< 0.001
<0.0003
< 0.0003
<0.0002
< 0.0002
4.05
0.98
<0.001
<0.001
0.0226
0.016
0.00646
0.0175
0.00174
<0.0003
0.000223
22.5
<0.001
<0.001
0.00268
0.00392
0.00103
0.00291
< 0.001
<0.0003
<0.0002
8.97
<0.001
<0.001
0.00643
0.00227
0.00271
0.00156
<0.001
<0.0003
<0.0002
15.4
<0.001
<0.001
<0.001
0.00139
<0.001
<0.001
<0.001
<0.0002
<0.0002
6.50
<0.001
<0.001
0.00103
0.00327
<0.001
0.00416
<0.001
<0.0002
<0.0002
8.26
<0.001
<0.001
<0.001
0.00169
<0.001
<0.001
<0.001
<0.0002
<0.0002
6.56
< 0.001
< 0.001
0.00754
0.00717
0.00225
10.00557
0.00219
< 0.0003
< 0.0002
7.72
<0.001
<0.001
0.00733
0.00484
0.00211
0.00472
0.00596
<0.0003
<0.0002
19.8
<0.001
<0.001
0.0149
0.00432
0.0028
0.00464
0.0385
<0.0003
0.00031
<0.001
<0.001
0.00239
0.00242
<0.001
0.00163
0.00249
<0.0003
<0.0002
8.82
<0.001
<0.001
0.00456
0.00216
0.00204
0.00168
<0.001
<0.0003
<0.0002
38.1
< 0.001
< 0.001
0.00376
0.0035
0.00163
0.00673
< 0.001
< 0.0003
< 0.0002
5.96
<0.001
<0.001
<0.001
0.00185
<0.001
0.00427
< 0.001
<0.0003
<0.0002
4.57
<0.001
<0.001
0.00154
0.00326
<0.001
0.00585
< 0.001
<0.0003
<0.0002
5.26
<0.001
<0.001
0.00338
0.0102
0.00274
0.00634
< 0.001
<0.0003
<0.0002
7.18
<0.001
<0.001
0.00103
0.00327
<0.001
0.00416
<0.001
<0.0002
<0.0002
8.26
<0.001
<0.001
0.00142
0.00404
0.00103
0.00479
<0.001
<0.0002
<0.0002
9.65
0.0053
< 0.001
2.83 *S
< 0.001
< 0.001
< 0.001
0.00103
< 0.001
< 0.001
< 0.001
< 0.0003
< 0.0002
1.38
<0.001
<0.001
<0.001
< 0.001
<0.001
<0.001
< 0.001
<0.0003
<0.0002
1.18
<0.001
<0.001
<0.001
0.00351
<0.001
<0.001
< 0.001
<0.0003
<0.0002
4.395
<0.001
<0.001
<0.001
0.00197
<0.001
<0.001
< 0.001
<0.0003
<0.0002
2.88

<0.001
<0.001
<0.001
0.00146
<0.001
<0.001
< 0.001
<0.0003
<0.0002
1.425
<0.005
<0.001
<0.005
0.00116
<0.001
<0.001
< 0.001
<0.0003
<0.0002
1.6
<0.001
<0.001
<0.001
< 0.001
<0.001
<0.001
< 0.001
<0.0003
<0.0002
2.22
<0.001
<0.001
0.002
0.00214
0.00502
0.00106
<0.001
<0.0003
<0.0002
6.72
<0.001
<0.001
<0.001
0.00252
<0.001
<0.001
<0.001
<0.0003
<0.0002
<2.5
<0.001
<0.001
<0.001
0.0016
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.34
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.34
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.55
<0.001
<0.001
<0.001
0.00159
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.89
<0.001
<0.001
<0.001
0.00153
<0.001
<0.001
<0.001
0.000217
<0.0002
2.76
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.32
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.63
<0.001
<0.001
<0.001
10.00107
<0.001
<0.001
<0.001
<0.0002
<0.0002
12.27
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
11.20 Avg.
<0.001
<0.001
<0.001
0.00106
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.07
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
0.933
<0.001
<0.001
<0.001
0.00176
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.84
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.39 Avg.
<0.001
<0.001
<0.001
0.00624
<0.001
<0.001
<0.001
<0.0003
<0.0002
1.75
<0.001
<0.001
<0.001
0.00323
<0.001
<0.001
<0.001
<0.0003
<0.0002
1.43 Avg.
<0.001
<0.001
<0.001
0.00271
<0.001
<0.001
<0.001
<0.0003
<0.0002
3.57
<0.001
<0.001
<0.001
<0.002
<0.001
<0.001
<0.001
<0.0003
<0.0002
4.07
<0.001
<0.001
<0.001
<0.002
<0.001
<0.001
<0.001
<0.0003
<0.0002
1.65
<0.001
<0.001
<0.001
<0.002
0.00507
<0.001
<0.001
<0.001
< 0.001
<0.0003
<0.0002
1.86
3.01
< 0.001
< 0.001
1.13
0.00332
0.00215
2.22
0.00368
0.0127
< 0.001
< 0.001
1.57
3.54
0.0242
0.00149
14.1
0.0031
0.00152
1.37
0.00593
0.00127
3.23
0.0123
0.0014
4.18
0.00982
< 0.001
4.43
0.00815
< 0.001
2.92
0.00727
< 0.001
3
0.00351
0.00102
2.4
0.00575
< 0.001
2.48
0.00275
0.00105
1.53
0.00875
<0.001
4.76 * *
0.0098
<0.001
4.63 * *
0.00472
<0.001
2.49 * *
0.0113
<0.001
1.87 * *

0.00398
<0.001
1.78
0.00360
<0.001
1.61
0.0162
0.00557
20.9
0.00914
0.00495
< 0.0002
11.5
0.00178
< 0.001
2.565
0.00124
< 0.001
2.09
0.00144
<0.001
2.52
0.00252
<0.001
0.927
0.00331
<0.001
3.14
<0.001
<0.001
1.61
0.00265
<0.001
2.91
<0.001
<0.001
1.61
0.00166
<0.001
2.97
< 0.001
< 0.001
0.0016
0.00356
0.00181
0.00446
< 0.001
< 0.0003
< 0.0002
1.7
<0.001
<0.001
0.0175
0.0179
0.0298
0.022
< 0.001
<0.0003
<0.0002
121
<0.001
<0.001
0.00287
0.00405
0.0022
0.00436
< 0.001
<0.0003
<0.0002
8.91
<0.001
<0.001
10.00795
0.00453
0.00511
0.00660
<0.001
<0.0003
<0.0002
12.7
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
11.35
<0.001
<0.001
<0.001
0.00127
<0.001
10.00126
<0.001
<0.0002
<0.0002
11.92

< 0.001
< 0.001
0.0193
0.0117
0.00672
0.0213
< 0.001
< 0.0003
< 0.0002
7.48
< 0.001
< 0.001
0.0237
0.0136
0.00558
0.0245
< 0.001
< 0.0003
0.000269
12.37 **
<0.001
<0.001
0.0279
0.0146
0.006
0.0256
< 0.001
<0.0003
0.000304
20.8
<0.001
<0.001
0.0059
0.0037
0.0019
0.0055
< 0.001
<0.0003
<0.0002
5.74
<0.001
<0.001
0.00868
0.00409
0.00227
0.00666
<0.001
<0.0003
<0.0002
7.48
<0.001
<0.001
0.00576
0.00336
0.00148
0.00488
<0.001
<0.0003
<0.0002
4.99
<0.001
<0.001
<0.001
0.00113
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.3
<0.001
<0.001
0.00246
0.00179
<0.001
0.00265
<0.001
<0.0002
<0.0002
3.87
<0.001
<0.001
0.00205
0.00232
<0.001
10.00263
<0.001
<0.0002
<0.0002
5.70
<0.001
<0.001
0.00695
0.00412
0.00185
0.00556
<0.001
<0.0002
<0.0002
6.36
< 0.001
< 0.001
< 0.001
<0.001
< 0.001
0.00142
< 0.001
< 0.0003
< 0.0002
0.514
<0.001
<0.001
0.0113
0.00821
0.00429
0.0125
0.00102
<0.0003
<0.0002
11.5
<0.001
<0.001
0.00189
0.00121
<0.001
10.00219
< 0.001
<0.0003
<0.0002
2.81
<0.001
< 0.001
<0.001
j< 0.001
<0.001
<0.001
< 0.001
0.00202
<0.001
< 0.001
0.00132
0.00124
< 0.001
< 0.001
<0.0003
j< 0.0003
<0.0002
< 0.0002
1.26
1.58
< 0.001
< 0.001
< 0.001
0.00111
< 0.001
< 0.001
0.00132
< 0.0003
< 0.0002
1.075
*note 1
<0.001
<0.001
<0.001
0.0027
<0.001
<0.001
< 0.001
<0.0003
<0.0002
2.61
<0.001
<0.001
<0.001
0.001
<0.001
<0.001
10.00108
<0.0003
<0.0002
1.04
<0.001
<0.001
<0.001
0.00206
<0.001
0.00115
0.00142
<0.0002
<0.0002
1.35
1.02
2.49
1.01
<0.001
<0.001
<0.001
0.00156
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.45
<0.001
<0.001
<0.001
0.00202
<0.001
0.00171
<0.001
<0.0002
<0.0002
4.53
<0.001
<0.001
<0.001
0.00136
<0.001
0.00143
<0.001
<0.0002
<0.0002
1.61
<0.001
<0.001
<0.001
0.00109
<0.001
10.00157
0.00147
<0.0002
<0.0002
1.70
<0.001
<0.001
<0.001
0.00145
<0.001
0.00153
<0.001
<0.0002
<0.0002
1.34
<0.001
<0.001
<0.001
<0.002
<0.001
0.00158
0.00137
<0.0003
<0.0002
0.608
0.909
1.19
0.64
0.832
0.8
1.13
< 0.001
< 0.001
0.00807
0.00606
0.00346
0.00926
< 0.001
< 0.0003
< 0.0002
0.729
4.32
< 0.001
< 0.001
0.00239
0.00319
< 0.001
0.00336
< 0.001
< 0.0003
< 0.0002
5.61
<0.001
<0.001
0.00314
0.00273
0.00124
0.00376
< 0.001
<0.0003
<0.0002
3.96
<0.001
<0.001
0.00187
0.00259
<0.001
0.00347
< 0.001
<0.0003
<0.0002
2.74
<0.001
< 0.001
<0.001
< 0.001
10.002
< 0.001
10.0019
0.00111
<0.001
< 0.001
10.00226
0.00124
<0.001
0.00227
<0.0003
< 0.0003
<0.0002
< 0.00!0!
9

<0.001
<0.001
0.0086
0.00362
0.00306
0.00548
< 0.001
<0.0003
<0.0002
6.3
<0.001
<0.001
0.00127
0.00184
<0.001
0.00161
< 0.001
<0.0003
<0.0002
3.55
<0.001
<0.001
0.00408
0.00319
0.00144
0.003
< 0.001
<0.0003
<0.0002
4.45
<0.001
<0.001
0.0139
0.00608
0.005
0.00596
<0.001
<0.0003
<0.0002
10.1
< 0.001
< 0.001
0.00227
0.00191
0.00138
0.00204
0.00117
< 0.0003
< 0.0002
2.98
< 0.001
< 0.001
0.00371
0.00287
0.00134
0.00409
0.00121
< 0.0003
< 0.0002
3.49
<0.001
<0.001
0.00312
0.00245
0.00104
0.00212
< 0.001
<0.0003
<0.0002
4.08
<0.001
<0.001
10.00221
10.00282
<0.001
0.0027
< 0.001
<0.0003
<0.0002
3.435
<0.001
<0.001
0.00832
0.00362
10.00326
0.00469
<0.001
<0.0003
<0.0002
7.33
<0.001
< 0.001
<0.001
< 0.001
<0.001
0.00167
0.00257
0.0018
<0.001
< 0.001
0.00704
0.00201
0.00559
j< 0.001
<0.0002
< 0.0003
<0.0002
< 0.0002
2.98
1.8
< 0.001
< 0.001
0.00595
0.00376
0.00208
0.00404
0.00141
< 0.0003
< 0.0002
5.77
<0.001
<0.001
0.00396
0.00259
0.0014
0.0033
< 0.001
<0.0003
<0.0002
3.64
<0.001
<0.001
0.00185
0.00258
0.0012
0.00134
< 0.001
<0.0003
<0.0002
5.59
<0.001
<0.001
0.0208
0.00738
0.00884
0.00884
<0.001
<0.0003
<0.0002
11.1
<0.001
<0.001
0.00594
0.00236
0.00246
10.00134
<0.001
<0.0002
<0.0002
9
<0.001
<0.001
0.00374
0.00192
0.00158
0.00236
<0.001
<0.0002
<0.0002
7.69
<0.001
<0.001
0.00297
0.00157
<0.001
0.00102
<0.001
<0.0002
<0.0002
8.91
<0.001
<0.001
0.00655
0.00454
0.00290
0.00370
<0.001
<0.0002
<0.0002
6.38
< 0.001
< 0.001
0.00104
0.00219
< 0.001
0.00298
< 0.001
< 0.0003
< 0.0002
3.78
< 0.001
< 0.001
0.00127
0.00219
< 0.001
0.00332
< 0.001
< 0.0003
< 0.0002
3.15
<0.001
<0.001
0.00622
0.00789
0.00273
0.0107
< 0.001
<0.0003
<0.0002
6.18
<0.001
<0.001
0.00212
0.00201
<0.001
<0.001
< 0.001
<0.0003
<0.0002
4.76
<0.001
<0.001
0.0027
0.00253
0.00106
0.00138
<0.001
<0.0003
<0.0002
6.66
<0.001
< 0.001
<0.001
< 0.001
<0.001
0.0027
0.00227
0.0023
<0.001
0.0011
0.00109
0.00188
<0.001
< 0.001
<0.0002
< 0.0003
<0.0002
< 0.0002
2.34
2.7
<0.001
<0.001
0.0116
0.0065
0.00344
0.0061
< 0.001
<0.0003
<0.0002
6.015
<0.001
<0.001
0.00101
< 0.001
<0.001
<0.001
< 0.001
<0.0003
<0.0002
4.05
<0.001
<0.001
0.00195
0.00142
<0.001
<0.001
<0.001
<0.0003
<0.0002
4.47
<0.001
<0.001
0.00131
0.00128
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.41
<0.001
<0.001
0.00560
0.00308
0.00229
0.00241
<0.001
<0.0002
<0.0002
8.18
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
4.44
<0.001
<0.001
0.00101
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.54 Avg.
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
13.40
<0.001
<0.001
10.00315
10.00137
10.00223
10.00104
<0.001
<0.0002
<0.0002
16.63
<0.001 1<0.001 10.0220 10.0171 10.0197 10.0109 1<0.001 1<0.0002 10.000565 136.2 Avg.
<0.001 <0.001 10.00688 10.00553 10.00820 10.00330 <0.001 <0.0003 <0.0002 113.7 Avg
<0.001
<0.001
0.00261
0.00335
0.00153
0.00174
<0.001
<0.0003
<0.0002
10.3
<0.001
<0.001
0.00247
0.00239
0.00154
<0.001
<0.001
<0.0002
<0.0002
7.87
<0.001
<0.001
0.00468
0.00442
0.00227
0.00302
<0.001
<0.0002
<0.0002
7.43
<0.001
<0.001
0.00167
0.00208
<0.001
0.00154
<0.001
<0.0002
<0.0002
5.92

<0.001
<0.001
0.00222
0.00286
0.00177
0.00197
<0.001
<0.0003
<0.0002
10.8
< 0.001
j< 0.001
0.00117
< 0.001
< 0.001
< 0.001
j< 0.001
< 0.0003
< 0.0002
1.97
<0.001
<0.001
0.00201
0.0014
0.00113
<0.001
< 0.001
<0.0003
<0.0002
3.86
<0.001
<0.001
<0.001
< 0.001
<0.001
<0.001
< 0.001
<0.0003
<0.0002
2.56
<0.001
<0.001
<0.001
0.00243
<0.001
<0.001
<0.001
<0.0003
<0.0002
4.72
<0.001
<0.001
<0.001
10.00114
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.94

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Units
inches
SU
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
mg/L
ng/L
mg/L
ug/L
ug/L
ug/L
ug/L
ug/L
ug/L
mg/I
Benchmark
6.0-9.0
100
N/A
0.126
0.09
0.34
0.065
0.003
0.9
0.010
0.075
1 0.335
0.056
0.0003
N/A
<-Detect->
<-Detect->
<-Detect->
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15
Landfill DA - 18"
6/1/2016
1.22
7.8
230
0.061
0.037
< 0.001
0.0159
< 0.001
< 0.001
0.0135
0.0111
0.00583
0.00958
0.0037
< 0.0003
0.000361
23.3
Landfill DA - 18"
1/2/2017
1.2
6.9
6.2
0.077
0.005
<0.001
0.00343
<0.001
<0.001
0.00342
0.002
0.00135
0.00203
< 0.001
<0.0003
<0.0002
4.77
Landfill DA - 18"
4/5/2017
0.87
7.5
40
0.151
0.013
<0.001
0.00514
<0.001
<0.001
0.0139
0.00441
0.00586
0.00267
< 0.001
<0.0003
<0.0002
18.1
Landfill DA - 18"
12/20/2017
0.86
7.7
170
10.117
0.014
<0.001
0.00593
<0.001
<0.001
0.0124
10.00446
0.00434
0.00332
j< 0.001
<0.0003
<0.0002
11.8
Landfill DA - 21"
6/1/2016
1.22
7.9
50
< 0.05
0.008
< 0.001
0.00255
< 0.001
< 0.001
0.00355
0.00282
0.00157
0.00274
< 0.001
< 0.0003
< 0.0002
5
Landfill DA - 21"
1/2/2017
1.2
6.8
< 5
< 0.05
< 0.005
<0.001
0.00106
<0.001
<0.001
<0.001
0.00105
<0.001
0.00117
< 0.001
<0.0003
<0.0002
3.87
Landfill DA - 21"
4/5/2017
0.87
7.6
32
< 0.05
0.006
<0.001
0.00173
<0.001
<0.001
0.00806
0.00343
0.00374
0.00277
< 0.001
<0.0003
<0.0002
5.89
Landfill DA - 21"
12/20/2017
0.86
7.6
< 5
< 0.05
< 0.005
<0.001
<0.001
<0.001
<0.001
<0.001
0.00154
<0.001
<0.001
< 0.001
<0.0003
<0.0002
4.05
Landfill DA - 36"
6/6/2016
0.9
7.5
38
<0.05
<0.005
< 0.001
0.00233
< 0.001
< 0.001
0.00381
0.00366
0.0015
0.00282
< 0.001
< 0.0003
< 0.0002
0.98
Landfill DA - 36"
1/2/2017
1.2
7.6
1240
0.057
0.035
<0.001
0.0239
<0.001
<0.001
0.0226
0.016
0.00646
0.0175
0.00174
<0.0003
0.000223
22.5
Landfill DA - 36"
3/31/2017
0.94
7.6
17
0.117
< 0.005
<0.001
0.00472
<0.001
<0.001
0.00268
10.00392
0.00103
0.00291
< 0.001
<0.0003
<0.0002
8.97
Landfill DA - 36"
2/7/2018
1.63
7.6
48
<0.05
0.005
<0.001
0.00138
<0.001
<0.001
0.00643
0.00227
0.00271
0.00156
<0.001
<0.0003
<0.0002
15.4
Landfill DA - 36"
12/13/2019
1.29
7.11
6.7
<0.05
<0.005
<0.001
0.00176
<0.001
<0.001
<0.001
0.00139
<0.001
<0.001
<0.001
<0.0002
<0.0002
6.50
Landfill DA - 36"
2/6/2020
11.6
6.88
3.6
<0.05
0.064
<0.001
<0.001
<0.001
<0.001
0.00103
0.00327
<0.001
0.00416
<0.001
<0.0002
<0.0002
8.26
Landfill DA - 36"
10/29/2020
1.4
7.3
10
<0.05
<0.005
<0.001
0.00146
<0.001
<0.001
<0.001
0.00169
<0.001
<0.001
<0.001
<0.0002
<0.0002
6.56
Landfill DA - 42"
6/ 14/2016
1.4
7.8
1130
<0.05
0.023
< 0.001
0.00843
< 0.001
< 0.001
0.00754
0.00717
0.00225
0.00557
0.00219
< 0.0003
< 0.0002
7.72
Landfill DA - 42"
1/2/2017
1.2
7.4
64
0.152
0.019
<0.001
0.00925
<0.001
<0.001
0.00733
10.00484
0.00211
0.00472
0.00596
<0.0003
<0.0002
19.8
Landfill DA - 42"
1/3/2017
0.48
47
1.92
0.014
0.00152
0.00933
<0.001
<0.001
0.0149
0.00432
0.0028
0.00464
0.0385
<0.0003
0.00031
Landfill DA - 42"
3/31/2017
0.94
7.8
19
0.338
0.054
<0.001
0.00537
<0.001
<0.001
0.00239
0.00242
<0.001
0.00163
0.00249
<0.0003
<0.0002
8.82
Landfill DA - 42"
2/7/2018
1.63
7.4
46
10.105
0.009
<0.001
10.00266
<0.001
<0.001
0.00456
0.00216
0.00204
0.00168
<0.001
<0.0003
<0.0002
38.1
Laydown DA 2
6/1/2016
1.22
6.5
23
< 0.05
0.145
< 0.001
0.00108
< 0.001
< 0.001
0.00376
0.0035
0.00163
0.00673
< 0.001
< 0.0003
< 0.0002
5.96
Laydown DA 2
1/2/2017
1.2
6.5
< 5
< 0.05
0.044
<0.001
<0.001
<0.001
<0.001
<0.001
0.00185
<0.001
0.00427
1< 0.001
<0.0003
<0.0002
4.57
Laydown DA 2
4/5/2017
0.87
7.1
9
< 0.05
0.126
<0.001
<0.001
<0.001
<0.001
0.00154
10.00326
<0.001
0.00585
< 0.001
<0.0003
<0.0002
5.26
Laydown DA 2
12/20/2017
0.86
7.4
35
< 0.05
2.68
<0.001
<0.001
<0.001
<0.001
0.00338
0.0102
0.00274
0.00634
< 0.001
<0.0003
<0.0002
7.18
Laydown DA 2
2/6/2020
1.6
6.9
13.6
<0.05
0.064
<0.001
<0.001
<0.001
<0.001
0.00103
0.00327
<0.001
0.00416
<0.001
<0.0002
<0.0002
8.26
Laydown DA 2
10/29/2020
1.4
7.3
8.5
<0.05
0.126
<0.001
<0.001
<0.001
<0.001
0.00142
0.00404
0.00103
0.00479
<0.001
<0.0002
<0.0002
9.65
SW001
5/17/2016
0.27
7.1
< 5
0.286
0.0053
< 0.001
2.83 *S
< 0.40
< 0.40
< 0.40
< 0.40
< 0.40
< 0.40
< 0.40
< 4.0
SW001
12/6/2016
0.4
7.5
< 5
<0.05
0.159
< 0.001
0.00117
< 0.001
< 0.001
< 0.001
0.00103
< 0.001
< 0.001
< 0.001
j< 0.0003
< 0.0002
1.38
SW001
1/21/2017
0.375
6.9
< 5
< 0.05
0.158
<0.001
0.00124
<0.001
<0.001
<0.001
j< 0.001
<0.001
<0.001
< 0.001
<0.0003
<0.0002
1.18
SW001
3/31/2017
10.94
7.9
6
< 0.05
0.159
<0.001
0.00184
<0.001
<0.001
<0.001
0.00351
<0.001
<0.001
< 0.001
<0.0003
<0.0002
4.395
SW001
4/ 19/2017
10.22
7.7
1<5
< 0.05
0.178
<0.001
0.00148
<0.001
<0.001
<0.001
0.00197
<0.001
<0.001
< 0.001
<0.0003
<0.0002
2.88
SW001
6/ 13/2017
0.25
6.9
< 5
< 0.05
0.156
<0.001
0.00228
<0.001
<0.001
<0.001
0.00146
<0.001
<0.001
< 0.001
<0.0003
<0.0002
1.425
SW001
9/6/2017
0.54
6.8
< 5
< 0.05
0.149
<0.001
0.00206
<0.005
<0.001
<0.005
0.00116
<0.001
<0.001
j< 0.001
<0.0003
<0.0002
1.6
SW001
12/20/2017
0.86
7.4
< 5
< 0.05
0.174
<0.001
0.00122
<0.001
<0.001
<0.001
< 0.001
<0.001
<0.001
< 0.001
<0.0003
<0.0002
2.22
SW001
2/7/2018
1.63
7.2
110
<0.05
0.174
<0.001
0.00173
<0.001
<0.001
0.002
10.00214
0.00502
0.00106
<0.001
<0.0003
<0.0002
6.72
SW001
4/23/2018
2.57
7.4
<5
<0.05
0.178
<0.001
0.00247
<0.001
<0.001
<0.001
0.00252
<0.001
<0.001
<0.001
<0.0003
<0.0002
<2.5
SW001
10/10/2018
0.52
7.4
5.6
<0.05
0.19
<0.001
0.00198
<0.001
<0.001
<0.001
0.0016
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.34
SW001
12/20/2018
11.75
7.1
<5
<0.05
0.136
<0.001
0.00131
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.34
SW001
4/5/2019
0.93
7.7
<5
<0.05
0.142
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.55
SW001
6/7/2019
1.24
7.5
<5
<0.05
0.192
<0.001
0.00303
<0.001
<0.001
<0.001
0.00159
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.89
SW001
8/27/2019
0.71
7.6
<5
<0.05
0.313
<0.001
0.00113
<0.001
<0.001
<0.001
10.00153
<0.001
<0.001
<0.001
0.000217
<0.0002
2.76
SW001
11/12/2019
0.53
8
<2.74725
<0.05
0.203
<0.001
0.00127
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.32
SW001
12/13/2019
1.29
7.46
<2.5
<0.05
0.103
<0.001
0.00156
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.63
SW001
1/24/2020
11.22
7.2
<2.5
<0.05
0.124
<0.001
0.00115
<0.001
<0.001
<0.001
0.00107
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.27
SW001
1/31/2020
0.6
8.6
SW001
2/5/2020
0.4
7.3
<2.5
<0.05
0.126
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.20 Avg.
SW001
3/3/2020
0.7
6.7
3.7
<0.05
0.140
<0.001
<0.001
<0.001
<0.001
<0.001
10.00106
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.07
SW001
9/17/2020
2.19
17.4
<2.5
<0.05
0.074
<0.001
10.00192
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
0.933
SW001
10/28/2020
0.72
7.5
<2.5
<0.05
10.067
<0.001
10.00134
<0.001
<0.001
<0.001
0.00176
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.84
SW001
3/16/2021
11.35
6.6
<2.5
<0.05
10.082
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
1 <0.0002
1.39 Avg.
SW001
5/3/2021
10.89
6.4
13.1
<0.05
10.120
<0.001
10.0014
<0.001
<0.001
<0.001
0.00624
<0.001
<0.001
<0.001
I<0.0003
<0.0002
1.75

SW001
6/7/2021
0.63
8.0
<2.5
<0.05
0.119
<0.001
0.00186
<0.001
<0.001
<0.001
0.00323
<0.001
<0.001
<0.001
<0.0003
<0.0002
1.43 Avg.
SW001
7/8/2021
1.11
6.6
6.4
<0.05
0.141
<0.001
0.00203
<0.001
<0.001
<0.001
0.00271
<0.001
<0.001
<0.001
<0.0003
<0.0002
3.57
SW001
8/3/2021
0.68
6.7
3.0
<0.05
0.079
<0.001
0.00214
<0.001
<0.001
<0.001
<0.002
<0.001
<0.001
<0.001
<0.0003
<0.0002
4.07
SW001
9/21/2021
0.76
6.98
<2.5
<0.05
0.116
<0.001
0.00190
<0.001
<0.001
<0.001
<0.002
<0.001
<0.001
<0.001
<0.0003
<0.0002
1.65
SW001
10/8/2021
0.64
7
<2.5
<0.05
0.091
<0.001
0.00327
<0.001
<0.001
<0.001
<0.002
<0.001
<0.001
<0.001
<0.0003
<0.0002
1.86
SWO02
5/ 17/2016
10.27
7.5
1<5
0.107
10.00507
1
< 0.001
3.01
< 0.40
j< 0.40
< 0.40
j< 0.40
< 0.40
< 0.40
< 0.40
j< 4.0
SWO02
1 /2/2017
1.2
7.1
< 5
0.0663
< 0.001
< 0.001
1
11.13
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 4
SWO02
4/3/2017
0.49
7.7
< 5
0.145
0.00332
0.00215
2.22
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 4
SWO02
12/20/2017
0.86
8.3
< 5
0.0577
0.00368
< 0.001
1.57
< 4.7
SWO04
5/ 17/2016
0.27
7.4
< 5
0.151
0.0127
< 0.001
3.54
< 0.40
< 0.40
< 0.40
< 0.40
< 0.40
< 0.40
< 0.40
< 4.0
SWO04
11/29/2016
0.6
7.7
160
1
0.247
0.0242
0.00149
14.1
<0.40
<0.40
<0.40
<0.40
<0.40
<0.40
<0.4
<4.0
SWO04
1/21/2017
10.375
7.3
< 5
0.0883
0.0031
10.00152
1.37
< 0.4
j< 0.4
< 0.4
j< 0.4
< 0.4
j< 0.4
< 0.4
1<4
SWO04
2/ 15/2017
10.3
7.2
9
0.159
0.00593
0.00127
13.23
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 4
SWO04
3/31/2017
10.94
7.4
42
0.145
0.0123
0.0014
4.18
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 4
SWO04
4/ 19/2017
0.22
7.6
15
0.169
0.00982
< 0.001
4.43
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 6
SWO04
6/13/2017
0.25
7.6
< 5
0.143
0.00815
< 0.001
2.92
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 4.4
SWO04
8/ 11 /2017
0.46
7.3
< 5
0.155
10.00727
< 0.001
3
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 4.6
SWO04
9/6/2017
0.54
7.2
10
0.092
0.00351
0.00102
2.4
< 0.40
< 0.40
< 0.40
< 0.40
< 0.40
< 0.40
< 0.40
< 4.3
SWO04
11/7/2017
0.4
7.2
6
0.125
0.00575
< 0.001
2.48
< 0.40*
< 0.40
< 0.40
< 0.40
< 0.40
< 0.40
< 0.40
< 4.5
SWO04
12/20/2017
10.86
8.1
< 5
0.0946
0.00275
0.00105
1.53
< 5.6
SWO04
2/7/2018
11.63
7.0
140
0.215
0.00875
<0.001
4.76**
<4.7
SWO04
4/23/2018
2.57
7.2
20
0.241
0.0098
<0.001
4.63**
<4.9
SWO04
7/19/2018
0.58
6.7
6.2
0.126
0.00472
<0.001
1
2.49**
<4.7
SWO04
10/10/2018
0.52
7.2
<5
0.447
0.0113
<0.001
1.87**
<5.1
SWO04
12/20/2018
1.75
7.8
<5
0.559
0.0385
<0.001
1.61**
<4.4
SWO04
4/5/2019
0.93
8.1
<5
0.279
0.00290
<0.001
1.69
<5.1
SWO04
6/7/2019
11.24
7.8
117.00
1
0.230
0.00895
<0.001
4.91 Avg
<5.0
SWO04
8/27/2019
10.71
7.6
64.0 Avg.
0.335 Avg.
0.0142 Avg.
I
<0.001
19.25 Avg.
7.0 Avg.
SWO04
11/12/2019
0.53
8
3.5
0.108
0.00310
0.00113
1.48
<5.0
SWO04
12/13/2019
1.29
7.38
4.8
0.197
0.00602
<0.001
3.58
<5.0
SWO04
1/24/2020
1.22
7.2
24
0.231
0.00870
<0.001
6.63
<5.0
SWO04
1/31/2020
0.6
3.1
SWO04
2/5/2020
0.4
7.6
<2.5
0.129
0.00335
<0.001
2.24
SWO04
3/3/2020
0.7
6.9
<2.5
0.136
0.00313
<0.001
<5.0
SWO04
6/16/2020
0.7
6.9
5.3
0.161
0.00528
<0.001
<5.0
SWO04
7/6/2020
0.25
7.36
3.9
0.162
0.00298
<0.001
231
<5.0
SWO04
9/17/2020
2.19
7.8
<2.5
0.127
0.00334
<0.001
�1.68
<5.0
SWO04
10/28/2020
0.72
7.9
4.0
0.123
0.00648
<0.001
n2..98
<5.0
SWO04
1/25/2021
0.67
7.7
<2.5
0.184
0.00398
<0.001
1.32 Avg.
<5
SWO04
2/22/2021
0.49
6.8
<2.5
0.164
0.00281
<0.001
1.40 Avg.
<5.0
SWO04
3/16/2021
1.35
7.2
3.4
0.226
0.00545
<0.001
2.23 1<5.0
SWO04
5/3/2021
0.89
6.9
<2.5
0.213
0.00622
<0.001
2.18 Avg.
<5
SWO04
6/7/2021
0.63
7.6
<2.5
0.206
0.00516
<0.001
1.65 1<5.1
SWO04
7/8/2021
1.11
7.4
<2.5
0.17
0.00395
<0.001
0.680 Avg.
<4.9
SWO04
8/3/2021
0.68
7.1
2.6
0.179
0.00574
0.00102
3.20 Avg.
<5
SWO04
9/21/2021
10.76
7.08
<2.5
0.142
1
10.00398
<0.001
1.78
<5.0
SWO04
10/8/2021
0.64
7
<2.5
0.119
0.00360
<0.001
11.61
1
<5.0
SWO05
6/6/2016
0.9
7.9
270
0.226
0.0162
0.00557
20.9
<0.40
<0.40
<0.40
<0.40
<0.40
<0.40
<0.4 *S
<4.0
SWO05
11/29/2016
0.6
7.5
52
0.0798
1
0.00914
0.00495
< 0.0002
11.5
<0.40*S
<0.40
<0.40
<0.40
<0.40
<0.40
<0.4*S
<4.0
SWO05
4/5/2017
0.87
7.7
53
0.0796
0.00178
< 0.001
2.565
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 4
SWO05
12/20/2017
0.86
7.9
13
0.0541
0.00124
< 0.001
2.09
j< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 0.4
< 4.7
SWO05
12/20/2018
11.75
7.4
114
0.0701
1
10.00144
<0.001
2.52
<4.8
SWO05
4/5/2019
10.93
7.8
6.4
0.152
0.00252
<0.001
0.927
<5.0
SWO05
8/27/2019
0.71
8
22
0.125
0.00331
<0.001
3.14
<5.0
SWO05
11/12/2019
0.53
8.1
5.5
0.0300
<0.001
<0.001
1.61
<5.0
SWO05
1/24/2020
1.22
7.3
30
0.135
0.00265
<0.001
2.91
<5.0
SWO05
2/6/2020
1.6
15
SWO05
9/17/2020
2.19
17.1
13.7
10.0125
i
1<0.001
i
1<0.001
1.61
<5.0
SWO05
3/16/2021
11.35
18.0
121
1
10.0571
1
1
10.00166
1
1<0.001
12.97
1
<5.0

SWO09
6/7/2016
0.9
7.9
9.6
0.086
0.06
< 0.001
0.00219
< 0.001
< 0.001
0.0016
0.00356
0.00181
0.00446
< 0.001
< 0.0003
< 0.0002
1.7
SWO09
1/2/2017
1.2
6.9
100
0.101
0.112
<0.001
0.00744
<0.001
<0.001
0.0175
0.0179
0.0298
0.022
<0.001
<0.0003
<0.0002
121
SWO09
3/31/2017
0.94
7.8
8
0.075
0.014
<0.001
0.00139
<0.001
<0.001
0.00287
0.00405
0.0022
0.00436
< 0.001
<0.0003
<0.0002
8.91
SWO09
2/7/2018
1.63
7.2
33
<0.05
0.017
<0.001
0.00167
<0.001
<0.001
0.00795
0.00453
0.00511
0.00660
<0.001
<0.0003
<0.0002
12.7
SWO09
12/20/2018
1.75
6.3
<5
<0.05
0.017
<0.001
0.00131
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.35
SWO09
4/5/2019
10.93
9.5
8.6
<0.05
0.047
<0.001
0.00486
<0.001
<0.001
<0.001
0.00127
<0.001
0.00126
<0.001
<0.0002
<0.0002
1.92
SWO09
12/13/2019
1.29
7.27
4.6
<0.05
<0.005
<0.001
<0.001
<0.001
<0.001
<0.001
0.00144
<0.001
0.00183
<0.001
<0.0002
<0.0002
13.85 Avg.
SWO09
10/29/2020
1.4
7.3
7.3
<0.05
0.024
<0.001
<0.001
<0.001
<0.001
0.00118
0.00258
<0.001
0.00279
<0.001
<0.0002
<0.0002
4.75
SWO09
3/16/2021
1.35
8.8
6.4
<0.05
0.015
<0.001
0.00268
<0.001
<0.001
0.00128
0.00115
<0.001
0.00116
<0.001
<0.0002
<0.0002
1.79
SWOT l
6/l/2016
1.22
7.7
180
< 0.05
0.037
< 0.001
0.00485
< 0.001
< 0.001
0.0193
0.0117
0.00672
0.0213
< 0.001
< 0.0003
< 0.0002
7.48
SWOT l
12/6/2016
0.4
7.7
140
<0.05
0.035
< 0.001
0.00606
< 0.001
< 0.001
0.0237
0.0136
0.00558
0.0245
< 0.001
< 0.0003
0.000269
12.37 **
SW011
1/21/2017
0.375
7.7
150
<0.05
0.042
<0.001
0.00643
<0.001
<0.001
0.0279
0.0146
0.006
0.0256
<0.001
<0.0003
0.000304
20.8
SWOT l
4/5/2017
0.87
7.7
54
< 0.05
0.017
<0.001
0.00198
<0.001
<0.001
0.0059
0.0037
0.0019
0.0055
< 0.001
<0.0003
<0.0002
5.74
SW011
2/7/2018
1.63
7.2
51
<0.05
0.012
<0.001
0.00185
<0.001
<0.001
0.00868
0.00409
0.00227
0.00666
<0.001
<0.0003
<0.0002
7.48
SW011
4/23/2018
2.57
7.4
33
<0.05
0.016
<0.001
0.00165
<0.001
<0.001
0.00576
0.00336
0.00148
0.00488
<0.001
<0.0003
<0.0002
4.99
SW011
12/20/2018
1.75
6.3
12
<0.05
0.061
<0.001
<0.001
<0.001
<0.001
<0.001
0.00113
<0.001
<0.001
<0.001
<0.0002
<0.0002
2.3
SW011
12/13/2019
1.29
7.24
13
<0.05
0.011
<0.001
<0.001
<0.001
<0.001
0.00246
0.00179
<0.001
0.00265
<0.001
<0.0002
<0.0002
3.87
SW011
10/29/2020
1.4
7.5
14
<0.05
0.042
<0.001
0.00117
<0.001
<0.001
0.00205
0.00232
<0.001
0.00263
<0.001
<0.0002
<0.0002
5.70
SW011
3/16/2021
1.35
7.6
37
<0.05
0.047
<0.001
0.00226
<0.001
<0.001
0.00695
0.00412
0.00185
0.00556
<0.001
<0.0002
<0.0002
6.36
SWO12
6/6/2016
0.9
8
15
<0.05
0.008
< 0.001
0.00171
< 0.001
< 0.001
< 0.001
<0.001
< 0.001
0.00142
< 0.001
< 0.0003
< 0.0002
0.514
SWO12
1/2/2017
1.2
7.1
100
<0.05
0.047
<0.001
0.00583
<0.001
<0.001
0.0113
0.00821
0.00429
0.0125
0.00102
<0.0003
<0.0002
11.5
SWO12
3/31/2017
10.94
8.3
24
j< 0.05
0.018
<0.001
0.0011
<0.001
<0.001
0.00189
10.00121
<0.001
0.00219
j< 0.001
<0.0003
<0.0002
2.81
SWO12
12/20/2017
0.86
7.4
10
< 0.05
0.028
<0.001
<0.001
<0.001
<0.001
<0.001
< 0.001
<0.001
0.00132
< 0.001
<0.0003
<0.0002
1.26
SWO15 Composite
6/6/2016
0.9
8.1
6.8
<0.05
0.008
< 0.001
0.00142
< 0.001
< 0.001
<0.001
0.00202
< 0.001
0.00124
< 0.001
< 0.0003
< 0.0002
1.58
SWO15 Composite
12/6/2016
0.4
7.8
< 5
<0.05
< 0.005
< 0.001
< 0.001
< 0.001
< 0.001
< 0.001
0.00111
< 0.001
< 0.001
0.00132
< 0.0003
< 0.0002
1.075
note 1
SWO15 Composite
4/3/2017
0.49
7.7
5
< 0.05
0.009
<0.001
<0.001
<0.001
<0.001
<0.001
0.0027
<0.001
<0.001
< 0.001
<0.0003
<0.0002
2.61
SWO15 Composite
12/20/2017
0.86
7.6
< 5
< 0.05
< 0.005
<0.001
<0.001
<0.001
<0.001
<0.001
0.001
<0.001
<0.001
0.00108
<0.0003
<0.0002
1.04
SWO15 Composite
10/10/2018
0.52
8.0
<5
0.06
0.007
<0.001
0.00114
<0.001
<0.001
<0.001
0.00206
<0.001
0.00115
0.00142
<0.0002
<0.0002
1.35
SWO15-1
12/6/2016
1.02
SWO15-12
12/6/2016
2.49
SWO15-13
12/6/2016
1.01
SWO15-13
4/5/2019
10.93
8.4
<5
<0.05
<0.005
<0.001
<0.001
<0.001
<0.001
<0.001
0.00156
<0.001
<0.001
<0.001
<0.0002
<0.0002
1.45
SWO15-13
11/12/2019
0.53
7.8
119
<0.05
0.007
<0.001
0.00143
<0.001
<0.001
<0.001
0.00202
<0.001
0.00171
<0.001
<0.0002
<0.0002
4.53
SWO15-13
1/24/2020
1.22
8.4
<0.05
<0.005
<0.001
0.00107
<0.001
<0.001
<0.001
0.00136
<0.001
0.00143
<0.001
<0.0002
<0.0002
1.61
SWO15-13
2/5/2020
0.4
11
1<5
SWO15-13
9/17/2020
2.19
6.3
2.7
0.051
<0.005
<0.001
0.00128
<0.001
<0.001
<0.001
0.00109
<0.001
0.00157
0.00147
<0.0002
<0.0002
1.70
SWO15-13
3/16/2021
1.35
7.8
5.9
0.064
<0.005
<0.001
0.00111
<0.001
<0.001
<0.001
0.00145
<0.001
0.00153
<0.001
<0.0002
<0.0002
1.34
SWO15-13
9/21/2021
10.76
6.95
<2.5
0.100
<0.005
<0.001
0.00106
<0.001
<0.001
<0.001
<0.002
<0.001
0.00158
0.00137
<0.0003
<0.0002
0.608
SWO15-2
12/6/2016
0.909
SWO15-3
12/6/2016
1.19
SWO15-4
12/6/2016
0.64
SWO15-5
12/6/2016
0.832
SWO15-6
12/6/2016
0.8
SWO15-8
12/6/2016
1
11.13
SWO15-9
12/6/2016
1
1
0.729
SWO16-24
6/1/2016
11.22
7.6
63
< 0.05
0.012
< 0.001
0.00268
j< 0.001
< 0.001
0.00807
0.00606
0.00346
0.00926
< 0.001
< 0.0003
< 0.0002
4.32
SWO16-24
12/6/2016
10.4
7.8
9.2
<0.05
0.013
< 0.001
0.00332
< 0.001
< 0.001
0.00239
0.00319
< 0.001
0.00336
< 0.001
< 0.0003
< 0.0002
5.61
SWO16-24
3/31/2017
0.94
7.7
11
< 0.05
< 0.005
<0.001
0.00233
<0.001
<0.001
0.00314
0.00273
0.00124
10.00376
< 0.001
<0.0003
<0.0002
3.96
SWO16-24
12/20/2017
0.86
7.3
8
< 0.05
< 0.005
<0.001
0.00131
<0.001
<0.001
0.00187
10.00259
<0.001
0.00347
< 0.001
<0.0003
<0.0002
2.74
SWO16-24
4/23/2018
2.57
7.3
13
<0.05
<0.005
<0.001
0.00108
<0.001
<0.001
0.002
0.0019
<0.001
0.00226
<0.001
<0.0003
<0.0002
3.09
SWO16-30
6/ 1 /2016
1.22
7.6
11
< 0.05
0.009
< 0.001
< 0.001
< 0.001
< 0.001
< 0.001
0.00111
< 0.001
0.00124
0.00227
< 0.0003
< 0.0002
4.8
SWO16-30
1/2/2017
1.2
6.7
61
< 0.05
0.013
<0.001
0.00223
<0.001
<0.001
0.0086
0.00362
0.00306
0.00548
< 0.001
<0.0003
<0.0002
6.3
SWO16-30
3/31/2017
10.94
7.4
8
< 0.05
< 0.005
<0.001
0.00107
<0.001
<0.001
0.00127
0.00184
<0.001
0.00161
< 0.001
<0.0003
<0.0002
3.55
SWO16-30
12/20/2017
0.86
7.6
25
< 0.05
0.005
<0.001
0.00142
<0.001
<0.001
0.00408
0.00319
0.00144
10.003
< 0.001
<0.0003
<0.0002
4.45
SWO16-30
4/23/2018
2.57
7.1
86
<0.05
0.019
<0.001
0.00284
<0.001
<0.001
0.0139
0.00608
0.005
0.00596
<0.001
<0.0003
<0.0002
10.1
SWO16-36
6/1/2016
1.22
17.7
122
< 0.05
0.013
< 0.001
0.0018
< 0.001
< 0.001
0.00227
10.00191
0.00138
0.00204
0.00117
< 0.0003
< 0.0002
2.98
SWO16-36
12/6/2016
0.4
17.7
128
<0.05
0.011
< 0.001
0.00259
< 0.001
< 0.001
0.00371
0.00287
0.00134
0.00409
0.00121
< 0.0003
< 0.0002
3.49
SWO16-36
3/31/2017
0.94
17.9
111
10.054
0.016
<0.001
10.00215
<0.001
<0.001
0.00312
10.00245
0.00104
0.00212
j< 0.001
<0.0003
<0.0002
4.08