NC0024872_Speculative Limits_19920228

NPDES DOCUMENT SCANNING COVER SHEET
NC0024872
Cooleemee WWTP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
201 Facilities Plan
Instream Assessment (67b)
Speculative Limits
V,ra no,
Environmental Assessment (EA)
Document Date:
February 28, 1992
Thus document is printed on reuaae paper - ignore any
content an the resrertise side

%�cl.n�Es
SPEC. Fog- 3.0 4 P
State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27604
James G. Martin, Governor George T. Everett, Ph.D.
William-W. Cobey, Jr., Secretary February 28, 1992 Director
David M. Baird
FBS, Ltd.
One Centerview Drive
Greensboro, NC 27407
Subject: Cooleemee WWTP
NPDES No. NC0024872
Davie County
Dear Mr. Baird:
My staff has reviewed your request for speculative limits for a proposed expansion of the Davie
County/Cooleemee WWTP from 1.5 MGD to 3.0 MGD. The Division is initiating a basinwide
management strategy for the state. All NPDES permits within a given basin will be renewed in the same
year allowing the Division to examine interaction among all point and non -point sources of pollutants for
that basin. The basin plan for the Yadkin River Basin should be promulgated by 1998. In the
meantime, discharge limits will be based on existing procedures.
The speculative limits for 3.0 MGD will be:
South Yadkin River
summer/winter
BODS (mg/1) 30/30
NH3-N (mg/1) 18.8/monitor
DO (mg/1) monitor
TSS (mg/1) 30/30
Fecal Coliform (#/100 ml) 200/200
pH (su) 6-9
Chlorine (mg/1) 28
Toxicity testing: Chronic quarterly P/F at 4.2%
Current pretreatment information indicates that the facility may need a limit or monitoring requirement for
cadmium, chromium, copper, nickel, lead, and zinc. As stated previously, this requirement will be
based on the nature of the effluent and cannot be accurately assessed at this time.
The Division encourages Davie County to take effective measures at this stage in order to meet better
than secondary levels, due to the uncertain outcome of the Yadkin River Basin management plan.
REGIONAL OFFICES
Asheville Fayetteville Mooresville Raleigh Washington Wilmington Winston-Salem
704/251-6208 919/486-1541 704/663-1699 919/571-4700 919/946-6481 919/395-3900 919/896-7007
Pollution Prevention Pays
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

The facility should also be aware that the City of Salisbury has proposed a water supply intake on the
Yadkin River, this may or may not have an effect on the proposed discharge limitations.
Because Cooleemee WWTP may provide service to the City of Mocksville and the surrounding county
upon expansion, the permit holder should be aware of general statute 143-215.22G & H regarding
registration of water withdrawals and transfers of 1 MGD or greater. The Division of Water Resources
can provide more detailed information regarding its potential effect, if any, on the proposal.
Final limits will be provided upon receipt of an application for a NPDES permit. If you have any
questions regarding the above issues, please contact Susan Wilson or myself at [phone].
ly,
vor Clements
tant Chief, Water Quality Section
JTC/saw
cc: Dale Overcash
Steve Mauney

FINKBEINER, PETTIS & STROUT, LIMITED
CONSULTING ENGINEERS
ESTABLISHED 1900
ONE CENTERVIEW DRIVE
GREENSBORO, NC 27407
919-292-2271
919-855-5648 FAX
FfS
February 3, 1992
Mr. Trevor Clements
NCDEHNR
Division of Environmental Management
Water Quality Section
P.O. Box 29535
Raleigh, NC 27626
Dear Mr. Clements:
RCP rIVED
FEB 0 5 1992
SUrethiT BRANCH
Re: Davie County, North Carolina
Cooleemee WWTP
We have been requested by Davie County to submit the
following request for a waste load analysis to increase their
existing wastewater treatment plant capacity from 1.5 MGD to 3.0
MGD.
The existing Davie County wastewater treatment plant is
located in Cooleemee and discharges into the South Yadkin River as
shown on the enclosed map. This facility was originally
constructed as a 3.0 MGD facility and served the Burlington
Industries (formerly Erwin Mills) textile plant. Presently the
wastewater treatment plant receives domestic wastewater from the
Town of Cooleemee and 200,000 gpd of textile dye waste from Jockey
International. The Jockey facility is permitted for 500,000 gpd.
The expanded facility would be needed to serve additional
industry that is considering locating in Davie County plus the
possibility of providing service to additional areas of the county
and to the City of Mocksville. The latter would result in the
elimination of two existing wastewater treatment plants that serve
Mocksville.
We trust that the above information and the enclosed map
allows you to determine if the capacity of the County's wastewater
treatment plant can be increased to 3.0 MGD. Please feel free to
call us or Mr. Bruce Pratt with Davie County at 704-634-5888 if
you have any questions or if you need any additional information.
DMB/ma
Enclosure
c: Mr. Bruce Pratt
Sincerely,
David M. Baird

di I
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DAVIE COUNTY, NORTH CAROLINA
COOLEEMEE WASTEWATER TREATMENT PLANT
Finkbeiner, Pettis & Strout, Ltd.
Greensboro, North Carolina
741) i
ttI � 650—
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MODEL RESULTS
Discharger : COOLEEMEE
Receiving Stream : S. YADKIN RIVER
SUMMER
QEFF=3.0 MGD, BOD5=30 MG/L
NH;_tj = 18.8 ,11-Q.-
The End D.O. is 6.85 mg/1.
The End CBOD is 3.64 mg/1.
The End NBOD is 3.00 mg/1.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 6.79 2.20 1
Reach 1 68.10 84.60 0.00 3.00000
Reach 2 0.00 0.00 0.00 0.00000
SAYcD AS Cool,
L. hl

*** MODEL SUMMARY DATA ***
RA C L (Lowu D
CN E c -El) AT STAITi oiv D ZII Q, mcx,
0a IL
Discharger : COOLEEMEE Subbasin : 030706
Receiving Stream : S. YADKIN RIVER Stream Class: C
Summer 7Q10 :_106.0 Winter 7Q10 : 180.0
Design Temperature:�25.6)
ILENGTHI SLOPE' VELOCITY 1 DEPTH) Kd 1 Kd 1 Ka 1 Ka 1 KN 1
I mile 1 ft/mil fps I ft Idesign l @204 Idesign l @204 Idesign'
I 1 1 I 1 1 I I I
Segment 1 1 2.201 2.301 0.561 1 3.64 1 0.27 1 0.22 1 1.27 I 1.141 0.44
Reach 1 1 1 1 1 I 1 I I I
I I I I I I 1 I I
Segment 1 1 2.051 2.301 0.629 1 3.96 1 0.27 10.22 1 1.42 1 1.271 0.44
Reach 2 I 1 1 I 1 1 1 1 I
1 Flow 1 CBOD 1 NBOD 1 D.O. I
1 cfs 1 mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste 1 4.650 1 68.100 1 84.600 I 0.000
Headwatersl106.000 I 2.000 I 1.000 1 7.4404--
Tributary 1 0.000 I 2.000 I 1.000 I 7.440
* Runoff I 0.940 1 2.000 I 1.000 I 7..440
Segment 1 Reach 2
Waste 1 0.000 I 0.000 1 0.000 1 0.000
Tributary 134.000 I 2.000 I 1.000 I 7.440
* Runoff 1 0.940 I 2.000 1 1.000 I 7.440
* Runoff flow is in cfs/mile

SUMMER
QEFF=3.0 MGD, BOD5=30 MG/L
I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I
1 1 0.00 7.13 4.78 4.51 110.65
1 1 0.22 7.08 4.74 4.46 110.86
1 1 0.44 7.04 4.71 4.41 111.06
1 1 0.66 7.01 4.67 4.35 111.27
1 1 0.88 6.97 4.64 4.30 111.48
1 1 1.10 6.93 4.60 4.25 111.68
1 1 1.32 6.90 4.57 4.20 111.89
1 1 1.54 6.87 4.53 4.15 112.10
1 1 1.76 6.84 4.50 4.10 112.30
1 1 1.98 6.81 4.46 4.05 112.51
1 1 2.20 6.79 4.43 4.00 112.72
1 2 2.20 6.94 3.87 3.31 146.72
1 2 2.41 6.93 3.84 3.28 146.91
1 2 2.61 6.92 3.82 3.24 147.10
1 2 2.82 6.91 3.80 3.21 147.30
1 2 3.02 6.90 3.78 3.18 147.49
1 2 3.23 6.89 3.75 3.15 147.68
1 2 3.43 6.88 3.73 3.12 147.87
1 2 3.64 6.87 3.71 3.09 148.07
1 2 3.84 6.87 3.69 3.06 148.26
1 2 4.05 6.86 3.66 3.03 148.45
1 2 4.25 6.85 3.64 3.00 148.65
I Seg # I Reach # I Seg Mi I D.O. I CBOD I NBOD I Flow I

02/19/92 ver 3.1 T OXICS REVIEW
Facility: cooleemee
NPDES Permit No.: nc0024872
Status (E, P, or M) : p
Permitted Flow: 3.0 mgd
Actual Average Flow: 0.4413 mgd
Subbasin: '030706
Receiving Stream: s. yadkin r. I PRETREATMENT DATA I----EFLLUENT DATA ----
Stream Classification: c I ACTUAL PERMITTEDI
7Q10: 106.0 cfs I Ind. + Ind. + I FREQUENCY
IWC: 4.20 % I Domestic PERMITTED Domestic I OBSERVED of Chronic
Stn'd / Bkg 1 Removal Domestic Act.Ind. Total Industrial Total I Eflluent Criteria
Pollutant AL Conc. 1 Eff. Load Load Load Load Load 1 Conc. Violations
(ug/1) (ug/1) 1 % (#/d) (#/d) (#/d) (#/d) (#/d) 1 (ug/1) (#vio/#sam)
Cadmium S 2.0 I 92% 0.0100 0.0032 0.0132 4.1700 4.1800 1 I
Chromium S 50.0 1 89% 0.0400 0.0032 0.0432 11.6800 11.7200 1 1 I
Copper AL 7.0 I 90% 0.0800 0.0123 0.0923 5.8400 5.9200 1 1 N
Nickel S 88.0 1 39% 0.1200 0.0041 0.1241 4.1700 4.2900 1 1 P
Lead S 25.0 1 81% 0.1000 0.0083 0.1083 1.6700 1.7700 I 1 U
Zinc AL 50.0 1 84% 0.3500 0.0496 0.3996 15.6400 15.9900 1 1 T
Cyanide S 5.0 1 0% 1 I
Mercury S 0.012 1 0% 1 1 S
Silver AL 0.06 1 0% 1 1 E
Selenium S 5.00 1 0% 1 1 C
Arsenic S 50.00 1 0% 1 1 T
Phenols S NA 1 0% 1 1 I
NH3-N C 1 0% 1 1 0
T.R.Chlor.AL 17.0 1 0% 1 1 N
Pollutant
ALLOWABLE PRDCT'D PRDCT'D PRDCT'D MONITOR/LIMIT I--ADTN'L RECMMDTN'S--
Effluent Effluent Effluent Instream 1 Recomm'd
Conc. using using Conc. Based on Based on Based on 1 FREQUENCY INSTREAM
Allowable CHRONIC ACTUAL PERMIT using ACTUAL PERMITTED OBSERVED 1 Eff. Mon. Monitor.
Load Criteria Influent Influent OBSERVED Influent Influent Effluent 1 based on Recomm'd ?
(#/d) (ug/1) (ug/1) (ug/1) (ug/1) Loading Loading Data 1 OBSERVED (YES/NO)
Cadmium S 1 14.38 47.591
Chromium S 1 261.42 1189.785
Copper AL 1 40.26 166.570
Nickel S 1 82.97 2094.022
Lead S 1 75.67 594.892
Zinc AL 1 179.72 1189.785
Cyanide S 1 2.88 118.978
Mercury S 1 0.01 0.286
Silver AL 1 0.03 1.428
Selenium S 1 2.88 118.978
Arsenic S 1 28.76 1189.785
Phenols S 1 0.000
NH3-N C 1 0.000
T.R.Chlor.AL 1 404.527
20.551
5.588
17.359
0.000
0.287 90.804 0.00 Limit 1 1 A
1.289 350.074 0.00 Limit 1 1 N
2.507 160.754 0.00 Monitor Monitor 1 1 A
710.603 0.00 Limit 1 1 L
91.320 0.00 Limit 1 1 Y
694.717 0.00 Monitor Monitor I 1 S
0.000 0.00 1 1 1
0.000 0.000 0.00 I 1 S
0.000 0.000 0.00 1 I
0.000 0.000 0.00 I I R
0.000 0.000 0.00 1 I E
0.000 0.000 0.00 I I S
0.00 1 1 U
0.00 I 1 L
I I T
I I S

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N V1 G Co
O 30706
North Carolina Division of Environmental Management
Water Quality Section/Intensive Survey Group
November 6, 1991
MEMORANDUM
To: Ruth Swanek
Through: Jay SauberJ ,
From: Howard Bryant /44441
Subject: Long-term BOD Analysis for Cooleemee WWTP (100%}
County: Davie
NPDES # NC0024872
Receiving Stream: South Yadkin River
Sub -basin: 030706
cot. ¢`.4 '
ear; - 2�•3 ."
DAY BM NH3-N TKN-N NOX-N TN-N
0 1.10 4.2 2.60 6.8
5 21.3 1.30 4.0 2.30 6.3
1 0 35.1 0.18 1.9 4.70 6.6
1 5 42.2 0.05 1 .7 4.70 6.4
20 47.1
2 5 49.5
3 0 51.6 0.04 3.1 4.60 7.7
35 53.6
40 55.2
50 57.8
6 0 59.7 0.04 1.2 5.50 6.7
70 60.1
80 61.3
9 0 62.5 0.03 1.1 5.10 6.2
Co o t, . poi)
60D,,,_ = S 9. ,4S Nao= 4,S , (FiNAL NOx - IN!Ttt,t_ Mcix)
4'5( S.I - 2,0 = i1.25
caov = "5-9.648 - 11. SS =
Date Collected: June 13, 1991
1230-1230
Collected by: Knight
pH:8.1
cc: Central Files
Regional Water Quality Supervisor
Test evaluation: -excellent
Seeded: yes

3-vlAJ1 PJTlMer (S $C.d-etLEAT 14PC1(2kM
No INFO 17ewNS►C- 1h1+ ON S. 7A701/41'
storet.syaddo
S M) utow2.0,4044
DATE 92/02/28 PGM=RET
STORET RETRIEVAL
03460000 02118000
35 50 41.0 080 39 34.0 4
SOUTH YADKIN RIVER NEAR MOCKSVILLE, NC
37059 NORTH CAROLINA DAVIE
SOUTHEAST 030706
YADKIN !TYPA/AMBNT/
21 NC01 WQ 810207 HQ
03040102009 0001.000 OFF
0000 FEET DEPTH
time
body
nh3-n
do
temp (c)
90/01 /03
1300
0.9
0.06
1 1
8
90/02/05
1055
9.2
10
90/03/05
1110
10
10
90/04/02
1210
0.2
0.03
8.4
17
90/05/01
1040
( 8.2
I18
90/06/04
1005
8
21
90/07/09
1125
1.7
0.04
1, 93
7.2
23
90/08/01
1100
7.2
24
90/09/04
950
7.8
23
90/10/02
1140
1.1
0.05
, 9.2
17
90/1 1 /05
1035
8.8
14
90/12/03
1050
9.8
11
91 /01 /10
1155
0.4
0.08
10.4
8
91 /04/02
1125
1.4
0.01
9.2
14
91/05/01
1030
7.6
20
91/06/04
1115
7
23
91 /07/09
1145
2.1
0.05
-7,4)
6.8
24
91/08/06
955
6.8
25
91 /09/03
1200
7.8
21
91/10/07
1155
1.7
0.02
8.6
15,
91 /11 /04
1045
9.6
10
91/12/02
1115
8.2
16
92/01 /07
1200
0.5
0.01
9.8
9
THAT'S ALL FOLKS
STORET RETRIEVAL DATE 92/02/28
clot = 2
2, );`3
A'num
jr d ' o2,Lt,��
30b5 N441:I.II
PATh _
C6oip- 1.%a'1 V
rAckSpoUNb D-k ._
0"1-1444, - 6.04
N q;OA : 4.5 0.04
1,44- MZ)/L
ZI
NAUg4r'o41,Jb D.0' O'-
Page 1

saw.syad2
STORET RETRIEVAL DATE 92/02/28 PGM=RET
Q3460000 02118000
35 50 41.0 080 39 34.0 4
SOUTH YADKIN RIVER NEAR MOCKSVILLE, NC
37059 NORTH CAROLINA DAVIE
SOUTHEAST 030706
YADKIN /TYPA/AMBNT/
21 NCO1 WQ 810207 HQ 03040102009 0001.000 OFF
0000 FEET DEPTH
DATE
FROM
TO
depth
tkn
nox
cond
ni
90/01/03
1300
0.3
0.68
40
10K
90/02/05
1055
46
90/03/05
1110
46
90/04/02
1210
0.1
0.54
46
10K
90/05/01
1040
63
90/06/04
1005
54
90/07/09
1125
0.2
0.6
63
10K
90/08/01
1100
56
90/09/04
950
63
90/10/02
1140
0.2
0.53
52
10K
90/1 1 /05
1035
61
90/12/03
1050
51
91/01/10
1155
0.3
0.61
54
10K
91/04/02
1125
0.63
43
10K
5
-0-
91 /06/04
1115
57
91/07/09
1145
0.4
0.68
56
10K
91/08/06
955
55
91/09/03
1200
59
91/10/07
1 155
0.4
0.37
48
10K
91/11/04
1045
47
91/12/02
1115
59
92/01/07
1200
0.3
0.65
40
10K
THAT'S ALL FOLKS
STORET RETRIEVAL DATE 92/02/28
Page 1

WINTER
QEFF=3.0 MGD, BOD5=30 MG/L
MODEL RESULTS
Discharger : COOLEEMEE
Receiving Stream : S. YADKIN RIVER
The End D.O. is 9.28 mg/l.
The End CBOD is 3.09 mg/l.
The End NBOD is 2.53 mg/1.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 9.05 0.00 1
Reach 1 68.10 90.00 0.00 3.00000
Reach 2 0.00 0.00 0.00 0.00000
Av A S : Coo L Val

*** MODEL SUMMARY DATA ***
Discharger : COOLEEMEE Subbasin : 030706
Receiving Stream : S. YADKIN RIVER Stream Class: C
Summer 7Q10 : 106.0 Winter 7Q10 : 180.0
Design Temperature: 14.0
'LENGTH' SLOPE' VELOCITY I DEPTH' Kd 1 Kd I Ka I Ka I KN I
I mile I ft/mil fps I ft Idesign l @204 Idesignl @204 Idesign'
1 I 1 1 1 1 1 1 I
Segment 1 1 2.201 2.30I 0.822 13.88 10.17 1 0.22 11.46 I 1.661 0.19
Reach 1 1 1 1 I I I 1 1 I
1 I I 1 1 1 1 1 I
Segment 1 I 2.051 2.301 0.926 14.22 10.17 10.22 11.64 I 1.871 0.19
Reach 2 1 I 1 I I 1 1 1 I
I Flow I CBOD I NBOD I D.O. I
I cfs I mg/1 1 mg/1 I mg/1 I
Segment 1 Reach 1
Waste I 4.650 1 68.100 1 90.000 I 0.000
Headwatersl180.000 I 2.000 I 1.000 I 9.280
Tributary I 0.000 1 2.000 1 1.000 I 9.280
* Runoff I 1.180 1 2.000 1 1.000 I 9.280
Segment 1 Reach 2
Waste I 0.000 I 0.000 I 0.000 1 0.000
Tributary 159.000 I 2.000 I 1.000 1 9.280
* Runoff 1 1.180 I 2.000 I 1.000 I 9.280
* Runoff flow is in cfs/mile

WINTER
QEFF=3.0 MGD, BOD5=30 MG/L
I
I
Seg # I Reach # I Seg Mi
1 1 0.00
1 1 0.22
1 1 0.44
1 1 0.66
1 1 0.88
1 1 1.10
1 1 1.32
1 1 1.54
1 1 1.76
1 1 1.98
1 1 2.20
1 2 2.20
1 2 2.41
1 2 2.61
1 2 2.82
1 2 3.02
1 2 3.23
1 2 3.43
1 2 3.64
1 2 3.84
1 2 4.05
1 2 4.25
Seg # I Reach # I Seg Mi
I D.O. I CBOD I NBOD I Flow I
9.05 3.66 3.24 184.65
9.06 3.65 3.23 184.91
9.07 3.64 3.22 185.17
9.08 3.63 3.20 185.43
9.09 3.62 3.19 185.69
9.10 3.60 3.18 185.95
9.11 3.59 3.16 186.21
9.11 3.58 3.15 186.47
9.12 3.57 3.14 186.73
9.13 3.56 3.13 186.99
9.14 3.54 3.11 187.25
9.17 3.17 2.61 246.25
9.19 3.17 2.60 246.49
9.20 3.16 2.59 246.73
9.21 3.15 2.58 246.97
9.22 3.14 2.57 247.21
9.23 3.13 2.57 247.46
9.24 3.12 2.56 247.70
9.25 3.12 2.55 247.94
9.26 3.11 2.54 248.18
9.27 3.10 2.53 248.42
9.28 3.09 2.53 248.66
I D.O. I CBOD I NBOD I Flow I