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EXPEDITED FACT SHEET - NPDES PERMIT RENEWAL
NPDES Permit NCO070289
Catherine Shadwell, Compliance & Expedited Permitting Unit / 919-707-3613 Oct 2023
FACILITY INFORMATION
Applicant/Facility Name
Stones Throw Homeowners Association (Jennifer Eggerichs)
Ridgewood Farms at Stones Throw WWTP
Applicant Address
PO Box 690725 Charlotte NC 28227
Facility Physical
Address/Mailing Address
863 Olde Creek Trail Concord NC 28025
Permitted Flow (MGD)
0.05 MGD
Type of Waste
100% Domestic, < 1 MGD
Facility Class
WW-2
County
Cabarrus
Permit Status
Renewal
Regional Office
MRO
Receiving Stream
STREAM CHARACTERISTICS
Caldwell Creek Stream C
Classification
Stream Segment
13-17-8-5
Outfall Lat.
350 17' 16" N
7Q10 - Summer (cfs)
0.72
Outfall Long.
80" 35' 07" W
7Q10 - Winter (cfs)
1.5
Drainage basin
Yadkin -Pee Dee
30Q2 (cfs)
—
Subbasin
03-07-11
Average Flow (cfs)
8.3
HUC
030401050302
IWC (%)
9.72% (summer) /
4.91 % (winter)
303(d) List
Yes
BASIC INFO FOR EXPEDITED PERMIT RENEWAL
Does permit need Daily Max NH3 limits?
Already present in permit
Does permit need TRC limits/footnote?
Already present in permit
Does permit have toxicity testing?
No
Does permit have any Special Conditions?
ngineering assessment requirement (MRO still has
=ott received one
Does permit have instream monitoring?
Yes, U&D for Dissolved Oxygen and Temp
ew expiration date:
ovember 30, 2028
Facility Summary
Stones Throw Homeowners Association runs their neighborhood Wastewater Treatment Plant. Ridgewood
Farms at Stones Throw WWTP is a small, private, 100% domestic system that feeds into Caldwell Creek.
The NPDES permit was originally issued in 1987. This facility utilizes the following treatment components:
• Duplex Influent pump station
• Bar screen
• Aerobic sludge holding/thickening tank
• Extended aeration
• Clarifier
• Tablet chlorination with contact basin
• Tablet dichlorination with contact basin
• Post aeration
Fact Sheet for Permit Renewal
Oct 2023 - NPDES Permit NCO070289 - Page 1
Renewal Summary
This renewal contains the following changes:
• Updated the effluent table in Section A. (1.) and A. (2.) with updated eDMR parameter codes.
• Updated Section A. (4) to reflect current federal requirements for Electronic Reporting of
Discharge Monitoring Reports.
• Updated deadline for the Engineering Assessment in Section A. (3).
Compliance History
25 NOVs since 2018, 5 enforcements since 2018 — 3 of which unpaid. According to most recent inspection
report, facility is in poor shape and poorly maintained. Facility has not yet turned in their engineering
assessment as required by 2020.
Comments on Draft Permit
Fact Sheet for Permit Renewal
Oct 2023 - NPDES Permit NCO070289 - Page 2
IWC Calculations
Facility: Ridgewood Farms at Stones Throw WWTP
Permit No.: NCO070289
Prepared By: Catherine Shadwell
Enter Design Flow (MGD): 0.05 0.2 <= Permitted Flow if Different from Design
Enter s7Q10 (cfs): 0.72
Enter w7Q10 (cfs): 1.5
Total Residual Chlorine (TRC)
Ammonia (Summer)
Daily Maximum Limit (ug/1)
Monthly Average Limit (mg NH3-N/1)
Design
Permitted
Design
Permitted
s7Q10 (CFS)
0.72
0.72
s7Q10 (CFS)
0.72
0.72
DESIGN FLOW (MGD)
0.05
0.2
DESIGN FLOW (MGD)
0.05
0.2
DESIGN FLOW (CFS)
0.0775
0.31
DESIGN FLOW (CFS)
0.0775
0.31
STREAM STD (UG/L)
17.0
17
STREAM STD (MG/L)
1.0
1
Upstream Bkgd (ug/1)
0
0
Upstream Bkgd (mg/1)
0.22
0.22
IWC (%)
9.72
30.10
IWC (%)
9.72
30.097087
Allowable Conc. (ug/1)
175
56
Allowable Conc. (mg/1)
8.2
2.8
Ammonia (Winter)
Monthly Average Limit (mg NH3-N/1)
Design
Permitted
Design
Permitted
Fecal Coliform
w7Q10 (CFS)
1.5
1.5
Monthly Average Limit:
200/100ml
200/100ml
DESIGN FLOW (MGD)
0.05
0.2
(If DF >331; Monitor)
DESIGN FLOW (CFS)
0.0775
0.31
(If DF<331; Limit)
STREAM STD (MG/L)
1.8
1.8
Dilution Factor (DF)
10.29
3.32
Upstream Bkgd (mg/1)
0.22
0.22
IWC (%)
4.91
17.13
Allowable Conc. (mg/1)
32.4
9.4
*213 .0404 (c) Applies
Total Residual Chlorine
1. Cap Daily Max limit at 28 ug/I to protect for acute toxicity
Ammonia (as NH3-N)
1. If Allowable Conc > 35 mg/I, Monitor Only
2. Monthly Avg limit x 3 = Weekly Avg limit (Municipals)
3. Monthly Avg limit x 5 = Daily Max limit (Non-Munis)
If the allowable ammonia concentration is > 35 mg/L, no limit shall be imposed
* By Policy dischargers < 1 MGD get limits no lower than 2 & 4 due to BAT
* From 2B .0404(c) - Winter Limits can be no less stringent than 2 times the summer limits
Fecal Coliform
1. Monthly Avg limit x 2 = 400/100 ml = Weekly Avg limit (Municipals) = Daily Max limit (Non -Muni)
IWC Calculations
Facility: Ridgewood Farms at Stones Throw WWTP
Permit No.: NCO070289
Prepared By: Catherine Shadwell
Enter Design Flow (MGD): 0.09 0.2 <= Permitted Flow if Different from Design
Enter s7Q10 (cfs): 0.72
Enter w7Q10 (cfs): 1.5
Total Residual Chlorine (TRC)
Ammonia (Summer)
Daily Maximum Limit (ug/1)
Monthly Average Limit (mg NH3-N/1)
Design
Permitted
Design
Permitted
s7Q10 (CFS)
0.72
0.72
s7Q10 (CFS)
0.72
0.72
DESIGN FLOW (MGD)
0.09
0.2
DESIGN FLOW (MGD)
0.09
0.2
DESIGN FLOW (CFS)
0.1395
0.31
DESIGN FLOW (CFS)
0.1395
0.31
STREAM STD (UG/L)
17.0
17
STREAM STD (MG/L)
1.0
1
Upstream Bkgd (ug/1)
0
0
Upstream Bkgd (mg/1)
0.22
0.22
IWC (%)
16.23
30.10
IWC (%)
16.23
30.097087
Allowable Conc. (ug/1)
105
56
Allowable Conc. (mg/1)
5.0
2.8
Ammonia (Winter)
Monthly Average Limit (mg NH3-N/1)
Design
Permitted
Design
Permitted
Fecal Coliform
w7Q10 (CFS)
1.5
1.5
Monthly Average Limit:
200/100ml
200/100ml
DESIGN FLOW (MGD)
0.09
0.2
(If DF >331; Monitor)
DESIGN FLOW (CFS)
0.1395
0.31
(If DF<331; Limit)
STREAM STD (MG/L)
1.8
1.8
Dilution Factor (DF)
6.16
3.32
Upstream Bkgd (mg/1)
0.22
0.22
IWC (%)
8.51
17.13
Allowable Conc. (mg/1)
18.8
9.4
*213 .0404 (c) Applies
Total Residual Chlorine
1. Cap Daily Max limit at 28 ug/I to protect for acute toxicity
Ammonia (as NH3-N)
1. If Allowable Conc > 35 mg/I, Monitor Only
2. Monthly Avg limit x 3 = Weekly Avg limit (Municipals)
3. Monthly Avg limit x 5 = Daily Max limit (Non-Munis)
If the allowable ammonia concentration is > 35 mg/L, no limit shall be imposed
* By Policy dischargers < 1 MGD get limits no lower than 2 & 4 due to BAT
* From 2B .0404(c) - Winter Limits can be no less stringent than 2 times the summer limits
Fecal Coliform
1. Monthly Avg limit x 2 = 400/100 ml = Weekly Avg limit (Municipals) = Daily Max limit (Non -Muni)
NORTH CAROLINA 2022 303(D) LIST
Rocky Yadkin -Pee Dee River Basin
AU Name
AU ID Description
McKee Creek
2424 From source to Reedy Creek
PARAMETER IR CATEGORY
IBenthos (Nar, AL, FW) 5
AU Number Classification
13-17-8-4 C
AU_LengthArea AU —Units
6.9 FW Miles
CRITERIA STATUS REASON FOR RATING 303D YEAR
] fxceeding Criteria Fair, Poor or Severe Bioclassification 1998
Caldwell Creek 13-17-8-5a C 6.0 FW Miles
2426 From source to Freeman Drive
PARAMETER IR CATEGORY CRITERIA STATUS REASON FOR RATING 303D YEAR
Benthos (Nar, AL, FW) 5 Exceeding Criteria Fair, Poor or Severe Bioclassification 2008
Reedy Creek
13379 From source to McKee Creek
PARAMETER IR CATEGORY
Benthos (Nar, AL, FW) 5
Reedy Creek
13452 From McKee Creek to Rocky River
PARAMETER IR CATEGORY
Benthos (Nar, AL, FW) 5
13-17-8a C 8.1 FW Miles
CRITERIA STATUS REASON FOR RATING 303D YEAR
Exceeding Criteria Fair, Poor or Severe Bioclassification 2008
13-17-8b C 7.1 FW Miles
CRITERIA STATUS REASON FOR RATING 303D YEAR
Exceeding Criteria Fair, Poor or Severe Bioclassification 20081
Unnamed Tributary to Cold Water Creek (Lake 13-17-9-4-2-( WS-IV;CA 12.1 FW Acres
Concord)
13888 Northwest Arm of Lake Concord
PARAMETER IR CATEGORY CRITERIA STATUS IF= REASON FOR RATING 303D YEAR
Chlorophyll a (40 µg/I, AL, NC) 115 Exceeding Criteria 2018
Rocky River 13-17a C 34.1 FW Miles
2216 From source to mouth of Reedy Creek
PARAMETER IR CATEGORY CRITERIA STATUS
Turbidity (50 NTU, AL, FW miles) 5 Exceeding Criteria
Benthos (Nar, AL, FW) 5 Exceeding Criteria
REASON FOR RATING 303D YEAR
2020
Fair, Poor or Severe Bioclassification 1998
Rocky River 13-17b1 C 9.2 FW Miles
13483 From Clarke Creek to Mallard Creek
PARAMETER IR CATEGORY CRITERIA STATUS REASON FOR RATING 303D YEAR
Turbidity (50 NTU, AL, FW miles) 5 Exceeding Criteria 2016
Benthos (Nar, AL, FW) 5 Exceeding Criteria Fair, Poor or Severe Bioclassification 2008
6/7/2022 NC 2022 303d List- Approved by EPA 4/30/2022 Page 190 of 192