NC0035904_Wasteload Allocation_19901008

WDES DOCYMEMI' SCANNIN& COVER SHEET
NPDES Permit:
NCO035904
McCain Correctional Hospital WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Staff Comments
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
October 8, 1990
This document is printed on reuse paper -ignore aay
content on the reverse side
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NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO035904
PERMITTEE NAME: NC Department of Correction / McCain
Facility Status: Existing
Permit Status: Modification
Major
Minor -1
Pipe No.: 001
Design Capacity: 0.100 & 0.200
Domestic (% of Flow):
Industrial (% of Flow):
Comments:
100 %
Renewal with modification to 0,200 MGD
STREAM INDEX: 14-2-1642)
RECEIVING STREAM: an unnamed tributary to Mountain Creek
Class: C
Sub -Basin: 03-07-51
Reference USGS Quad: G21SE, Sanatorium (please attach)
County: Hoke
Regional Office: Fayetteville Regional Office
Previous Exp. Date: 12/31/93 Treatment Plant Class: II
Classification changes within three miles:
C -> C-Sw (o) Drownine Creek. ca. 5+ mi.
Requested by: Jule Shanklin
Dx—zod by:
q � n
Date: 6/7/90
Date:
Date: i 7D
�J O
Modeler
Date Rec.
I #
SEAW
&,o
5 7 S-7
Drainage Area (mil ) 0. $ Avg. Streamflow (cfs): ).0
7Q10 (cfs) p. 1 rWinter 7�10 (cfs)
A)5l?o PF
Toxicity Limits: IWCs) 0 % M PlF
Instream Monitoring:
0 . (9 30Q2 (cfs)_
Acut Chroni
Parameters +"- Lc Coil 1. -D. 0. ,-r&0C C"PUCriVI f
Upstream Y Location ASoMe Pr
A)0.573 3WAT 51Q1 LJ'j
Downstream Y Locations\ , Z A 1LC5 A -0W /r -5-R `%14
/ n. I MGbI / 0. -If)
Effluent
Characteristics
sum/w,N
s 'X YVIA
BOD5 (mg/1)
3 0
3
NH3-N (mg/1)
D.O. (mg/1)
TSS (mg/1)
33 o
?j o
F. Col. (/100 ml)
Zoo
Z00
pH (SU)
L_
r; —1
ar Rrr,. wRtN
ZS /a��,e�
Comments:

MEMO
TO: WDOC-
MaCAInI } 05,? Fi,E
Ncoo 35cw4
DATE: 10 1/ O/AO
SUBJECT:
IH115 �i• L. ��S Nor ACGouYJTr Fo(Z- TOXICITY -DuE
TO f�MMONIE! Cwe• /1�� e-rrztAj4F.AjT AM"A00J1h LIMIT, pr✓2 S. W•T. Any WnnlTses-rEn i,J�6z�E
�FO2�ED LAAf5.TE LOAD
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S.V.T. L,tnA ITS
yd
t3� North Carolina De
t Health, and Natur
partment of Environment,
al Resources

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Request No.: 5737
WASTELOAD ALLOCATION APPROVAL FORM -------------------
Facility Name:
NPDES No.:
Type of Waste:
Status:
Receiving Stream:
Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Quad:
Wasteflow (mgd):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1) :
TSS (mg/1):
Fecal coliform 0/100ml):
pH (su) :
Total Res. Cl (mg/1):
NCDOC/ McCain Hospital
NCO035904
100% Domestic
Existing/Modification
UT Mountain Creek
C 1988
030751 Drainage area: 0.800 sq mi
Hoke Summer 7Q10: 0.15 cfs
Fayetteville Winter 7Q10: 0.60 cfs
J. Shanklin Average flow: 1.00 cfs
6/7/90 30Q2: cfs
G21SE, Sanatorium
MENDED EFFLUENT LIMITS ----------------------
EXISTING EXIST/UPDATE (A) PROP (B)
sum/win sum/win
0.10 0.10 0.20
30 30 30
5 5 5
30 30 30
1000 200 200
6-9 6-9 6-9
0.025
Toxicity Testing Req.: (A) Chronic Q P/F limit at 51%
(B) Chronic M Q/F limit at 67%
---------------------------- MONITORING --------------------------------
Monitoring parameters: Fecal coli, D.O., Temp, conductivity
Upstream (Y/N): Y Location: Above discharge point
Downstream (Y/N): Y Location:A)0.5 miles below disch at SR 1219
(B) appx. 2 miles below disch near SR 1214
Summer (Apr -Oct) weekly; Winter (Nov -Mar) monthly
----------------------------- COMMENTS ---------------------------------
McCain Hospital wishes to expand to 0.2 MGD. Facility has been out of
compliance with regard to Fecal limit and toxicity. One BOD5 and TSS
violation has been reported in the past year. Limit for NH3-N is recom-
mended for 0.2 MGD as per updated procedure. The expansion is for
combining the flows of their other discharge pipes. Effluent monitoring
for MBAS and Oil & Grease is recommended. FRO suggested toxicity testing
previously, so this will be continued since facility has been failing.
Per WQ Section Chief, recommend monthly tox testing upon expanded flow.
(In place of more stringent NH3-N toxicity based limit).
Instream monitoring should be performed weekly during summer and monthly
during winter as recommended in previous wasteload.
Recommended by:
WQ Section Chief
RETURN TO TECHNICAL SUPPORT BY:
Date:

10/89 NC -Doc
Facility Name MACAW A—"PiTAL Pennit # NCVc315 -
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is -.EL9'o (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform iquar-te-rly monitoring using this procedure to establish
compliance with the permit -condition..: The. first test will be performed after thirty days from
issuance of This permit during the.. months of TAOvo
. Effluent
sampling for this testing shmill;be performed at the NPD permitted final effluent discharge below
all treatment processes. -
All toxicity testing results required as part of this permit condition will be entered on the Effluent
Discharge Monitoring. Foray 0MR-.1) :for;the month in which it was performed, using the parameter
code TGP3B.. Additionally; DEM Vorm AT-1(original) is to be sent to the following address:
Attention Environmental Sciences Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall. be complete and accurate and include all sgpporting chemical/physical measurements
performed in -association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly
monitoring will begin immediately until such time that a single test is passed. Upon passing, this
monthly test requirement will revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina
Division of Environmental Management indicate potential impacts to the receiving stream, this
permit may be re -opened and modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimuni
control organism survival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring event). Failure to submit
suitable test results will constitute noncompliance with monitoring requirements.
7Q10 0.15 cfs
Permited Flow _ 0.1 MGD Recommended by:
IWC% 50, S _
Basin & Sub -basin o30751 (LaAA 51� f= '�ADSi)
Receiving Stream ur MawrAim CReetz- G��--
County 11,0 m Date !o/22/ Q
"Chronic Toxicity (Ceriodaphnia) P/F at 51 %, SgA . APR . lug txt, See Part 3 , Condition �.

_ �T Ex PqN 5 LWJ
10/89 ocpoc'
Facility Name Mee -AIM �o3iFjfAL- Permit # N00025°jed
CHRONIC TOXICITY TESTING REQUIREMENT (MONTHLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two cor:�ecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriotiaphnia chronic efituent bioassay procedure (Worth Carolina Chronic
Bioassay Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of ::production or
significant mortality is 41 % (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform monthly monitoring using this p. ocedure to establish
compliance with the permit condition. The first test will be performed within thirty days from
issuance of this permit. Effluent sampling for this testing shall be performed at the NPDES
permitted final effluent discharge below all treatment processes.
All toxicity testing results required as part of this permit condition will be eiit:red on the Effluent
Discharge Monitoring Form (MR-1) for the month in which it was performed. using the parameter
code TGP3B. Additionally, DEM Form AT-1 (original) is `to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Test data shall be complete and accurate and include all supporting chemical/r:iysical measurements
performed in association with the toxicity tests, as well as all dose/response data. Total residual
chlorine of the effluent toxicity sample must be measured and reported if chlorine is employed for
disinfection of the waste stream.
Should any test data from this monitoring requirement or tests performed by t7e North Carolina
Division of Environmental Management indicate potential impacts to the recei ina stream, this
permit may be re -opened and modified to include alternate monitoring require►nents or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum
control organism surti ival and appropriate environmental controls, shall constitute an invalid test
and will require immediate retesting(within 30 days of initial monitoring ever::). Failure to submit
suitable test results will constitute noncompliance with monitoring requiremei;ts.
7Q10 0- is cfs
Permtted Flow 0• MGD
IWC% l07.4'
Basin & Sub -basin o3 o 7 51
Receiving Stream u v Mawyf'A W 626f�
County o1 - -
Recommended by:
**Chronic Toxicity (Ceriodaphnia) P/F at %, See Part 3 , Condition .
i

MEMO TO
FROM:
DIVISION OF ENVIRONMENTAL MANAGEMENT
August 24, 1990
28 1990
WATER QUALITY
SECTION
Don Safrit
Water Quality Section
M. J. Noland, Regional Su¢, -a --,or
Fayetteville Regional Office
SUBJECT: Waste Load Allocation
McCain Hospital
NPDES NCO035904
Hoke County
It is the recommendation of the Fayetteville Regional Office that further
processing of the subject permit be delayed pending the outcome of discussions
with EPA on NH3-N stream standards. The restrictive NH -N requirement of
1.4 mg/1 does not appear reasonable considering the BSOD limit is 30 mg/l.
This represents a difficult design problem and would likely result in a plant
being built to meet better than 5 and 2 limits. Since chronic toxicity
testing is to be required, the BOD and NH3 limits should be based on stream
assimilative capacity.
MJN/gcc
cc: Steve Tedder
C-� w
a7 M4 Dt$►- t�(l�ge, `).j1. W. ;:i ;��' .2` `''q
1 ? 1990
I

U R AFT REQUEST NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0035904
PERMITTEE NAME: NC
Facility Status: Existing
Permit Status: Modification
Major
Pipe No.: 001
Design Capacity:
_ Minor I
0.100 & 0.200
Domestic (% of Flow):
Industrial (% of Flow):
Comments:
1
11
of Correction / McCain
Renewal with modification to 0.200 MGD
STREAM INDEX: 14-2-1642)
RECEIVING STREAM: an unnamed tributary to Mountain Creek
Class: C
Sub -Basin: 03-07-51
Reference USGS Quad: G21 SE, Sanatorium (please attach)
County: Hoke
Regional Office: _Fayetteville Regional Office
Previous Exp. Date: 12/31/93 Treatment Plant Class: II
Classification changes within three miles:
C -> C-Sw (a Drowning Creek, ca. 5+ mi.
i!
Requested by: _ Jule Shanklin
Wv J
Prepared by: —d.
Reviewed by: 1' h 4l h
�o O 13S (A) 51.3 (B -gamy( 7. 1
wQ/EL_ _A --
Date: 6(7/90
Modeler
Date Rec.
#
_ °�S'
(a '1
90
5-1�1 qg
,., ) 2
Drainage Area (mi ) �, Q� Avg. Streamflow (cfs): 1
7Q10 (cfs) 0• IS A; 5 .1Q10 (cfs)
Toxicity Limits: IWC 6) 6-7 %
Instream Monitoring:
o. (oo 30Q2 (cfs)_
Acute/Chronic
Parameters FEcnt. eat. tr _D-O. ) "(erkPl, coAPU(_T/vi T`J
Upstream Locato Ai e% Y1Scflar�t Pr.
A o• S M� S ec-�,W Ar sK IZ11
Downstream i Location 4 2.11 MitES 8ay,4 kr SF_ lzlQ-
/on AAlT1 /r). 2-0
Effluent
Characteristics
SuM/wIAi
sutk w,4
BOD5 (mg/1)
NH3-N (mg/1)
_
4
D.O. (mg/1)
TSS (mg/1)
30
30
F. Col. (/100 ml)
pH (SU)
_
'(or F,�s cp �,Z.
Comments: FA"I.IT`1 iS 6RPAAJPIAI4 MV,> COAAg1AJI"ci rLows. E:rF'LUEAJT
MnN1'i0(4AIL1 FoF_ /UbAS AND Dlr-f..�[.P.-EASE 15 ECk0AMa6,/JV . JTVS 26A6t
Let- ' ' "joi To2i ArC SHoEU-D BE PNtGokMEO WF,WLY -DI 104 Q'uMMEiL kNp AVAIVLY
�v 9d -pU2w4 wwTE2 AS RECOMvn&JDe-P W M0009 WA`lTELoA>-
Date: 8 411, /qo
Date: Q / 9 C .1

14c of sE D /(�0
Request No.: 5737
WASTELOAD ALLOCATION APPROVAL ------
Facility Name: NCDOC/ McCain Hospital
NPDES No.: NCO035904 aUG 10 1990 D
Type of Waste: 100% Domestic
Status: Existing/Modification ENV. MANAGEMENT
Receiving Stream: UT Mountain Creek sAYETTEVILLE PE
C3 RTC,
C
Subbasin: 030751 Drainage area: 0.800 sq mi
County: Hoke Summer 7Q10: 0.15 cfs
Regional Office: Fayetteville Winter 7Q10: 0.60 cfs
Requestor: J. Shanklin Average flow: 1.00 cfs
Date of Request: 6/7/90 30Q2:. cfs
Quad: G21SE, Sanatorium
-------------------- RECOMMENDED EFFLUENT LIMITS -------------------------
EXISTING EXIST/UPDATE (A) PROP (B) °'ED
sum/wih sum/win ryeswr
9/i2/4o
Wasteflow (mgd): 0.10 0.10t 0.20
BOD5 (mg/1): 30 30 "= a 30
NH3N (mg/1) : 1:4/4.9rt"
DO (mg/1) : 5 5 hilt ;s 1 ,. 5 11� 41'd 0
TSS (mg/1): 30 30 30
Fecal coliform (#/100ml): 1000 200 200
pH (su) : 6-9 6-9 n�Krviirc P. r:!ri�;�, a;a�'' 6-9 FIHg1�l
Total Res. Cl (mg/1): 0.025*-
Toxicity Testing Req.: (A) Chronic Q P/F limit at 51%
(B) Chronic Q P/F limit at 67%
---------------------------- MONITORING ----------------------------------
Monitoring parameters: Fecal coli, D.O., Temp, conductivity
Upstream (Y/N): Y Location: Above discharge point
Downstream (Y/N): Y Location: 0.5 miles below disch at SR 1219
(B) appx. 2.11 miles below disch near SR 1214
Summer (Apr -Oct) weekly; Winter (Nov -Mar) monthly
----------------------------- COMMENTS -----------------------------------
McCain Hospital wishes to expand to 0.2 MGD. Facility has been out of
compliance with regard to Fecal limit and toxicity. One BOD5 and TSS
violation has been reported in the past year. Limit for NH3-N is recom-
mended for 0.2 MGD as per updated procedure. The expansion is for
combining the flows of their other discharge pipes. Effluent monitoring
for MBAS and Oil & Grease is recommended. FRO suggested toxicity testing
previously, so this will be continued since facility has been failing.
McCain is currently pursuing an SOC. Fa6LY d' wi fl o'QvuXu it} 1 of'I St - Ckak� P �
Instream monitoring should be performed wetly during summer and onthly
during winter as recommended in previous wasteload.
--------------------------------------------------------------------------
Recommended by: ��_ �` Date: a�60
Reviewed by ""'' ""
Tech Support Supervisor: C uJt �U �CL[pi188y�� Date: g (a C!
Regional Supervisor: Date: /o
Permits & Engineering: Date:
RETURN TO TECHNICAL SUPPORT BY: S E P 04 2990
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:1 NC-003gSoq-
AMMONIA ANALYSIS:
SUMMER
7Q10:
NH3-N Effl. Conc:
Standard (1 mg/ 1) :
Upstream NH3-N Conc.:
Design Flow:
Predicted NH3-N Instream:
NH3-N Limit:
WINTER
7Q10:
NH3-N Effl. Conc:
Standard (1.8 mg/ 1) :
Upstream NH3-N Conc.:
Design Flow:
Predicted NH3-N Instream:
NH3-N Limit:
0.15 cfs
11.00 mg/l
1000 ug/l
220.00 ug/l
0.1000 MGD
5698.4 ug/l
5.6983 mg/1
1754.8 ug/l
1.7548 mg/l
0.60 cfs
11.00 mg/l
1800 ug/1
220.00 ug/l
0.1000 MGD
2433.1 ug/l
2.4331 mg/l
7916.1 ug/1
7.9161 mg/1

Al- 5uPgrJSr0rl a 9,2.#WP
NCDce-Ace-AW 4vSPirAL-
�-NGoo3gso4
AMMONIA ANALYSIS:
SUMMER
7Q10: 0.15 cfs
NH3-N Effl. Conc: 11.00 mg/l
Standard (1 mg/1): 1000 ug/l
Upstream NH3-N Conc.: 220.00 ug/l
Design Flow: 0.2000 MGD
Predicted NH3-N Instream: 7484.8 ug/l
7.4847 mg/l
NH3-N Limit: 1377.4 ug/l
1.3774 mg/l
WINTER
7Q10: 0.60 cfs
NH3-N Effl. Conc: 11.00 mg/l
Standard (1.8 mg/1): 1800 ug/l
Upstream NH3-N Conc.: 220.00 ug/l
Design Flow: 0.2000 MGD
Predicted NH3-N Instream: 3892.3 ug/l
3.8923 mg/l
NH3-N Limit: 4858.0 ug/1
4.8580 mg/l

w
SUMMER
BOD5=30 MG/L,
NH3-N=20
MG/L
QW=0.2 MGD
---------- MODEL RESULTS ----------
Discharger
:
NCDOC-MCCAIN HOSP
Receiving Stream :
UT MOUNTAIN CREEK
----------------------------------------------------------------------
The End
D.O.
is 7.52
mg/l.
The End
CBOD
is 5.06
mg/l.
The End
----------------------------------------------------------------------
NBOD
is 6.63
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO Waste Flow
(mg/1)
------
Milepoint Reach #
-------
(mg/1)
(mg/1)
(mg/1)
(mgd)
Segment
1
5.30
---------
2.01 7
----
----
-- ----------
Reach
1
45.00
90.00
5.00
0.20000
Reach
2
0.00
0.00
0.00
0.00000
Reach
3
0.00
0.00
0.00
0.00000
Reach
4
0.00
0.00
0.00
0.00000
Reach
5
0.00
0.00
0.00
0.00000
Reach
6
0.00
0.00
0.00
0.00000
Reach
7
0.00
0.00
0.00
0.00000
Reach
S
0.00
0.00
0.00
0.00000
Reach
9
0.00
0.00
0.00
0.00000

*** MODEL SUMMARY DATA ***
.Discharger : NCDOC-MCCAIN HOSP Subbasin : 030751
Receiving Stream : UT MOUNTAIN CREEK Stream Class: C
Summer 7Q10 : 0.15 Winter 7Q10 : 0.6
Design Temperature: 25.0
ILENGTHI
SLOPEI
VELOCITY
I DEPTHI Kd I
Kd
I Ka I
Ka I
KN I
--------------------------------------------------------------------------------
I mile I
ft/miI
fps
I ft
Idesignl
@204
Idesignl
@2034 Idesign)
Segment
1
I I
1 0.221
I
80.001
0.244
I
1 0.37
I I
1 0.76 1
0.60
I I
139.23 1
I
35.181
I
0.73 1
Reach
--------------------------------------------------------------------------------
1
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.501
I
35.701
0.192
I
1 0.45
I I
1 0.52 1
0.41
I I
113.78 1
I
12.361
I
0.73 1
Reach
--------------------------------------------------------------------------------
2
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.141
I
71.401
0.238
I
1 0.43
I I
1 0.67 1
0.53
I I
134.08 1
I
30.561
I
0.73 1
Reach
--------------------------------------------------------------------------------
3
1 1
1
1
1 1
1 1
1
1
Segment
1
I
1 0.101
18.201
0.161
1 0.54
1 0.38 1
0.30
1 5.88 1
5.271
0.44 1
Reach
--------------------------------------------------------------------------------
4
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.451
I
18.201
0.188
I
1 0.62
I I
1 0.38 1
0.30
I I
16.85 1
I
6.141
I
0.44 1
Reach
--------------------------------------------------------------------------------
5
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.401
I
7.101
0.143
I
1 0.73
I I
1 0.30 10.24
I I
1 2.03 1
I
1.821
I
0.44 1
Reach
--------------------------------------------------------------------------------
6
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 1.001
I
7.101
0.153
I
1 0.81
I I
1 0.30 1
0.24
I I
1 2.18 I
I
1.961
I
0.44 1
Reach
--------------------------------------------------------------------------------
7
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.401
I
25.001
0.241
I
1 0.74
I I
1 0.41 1
0.33
I I
112.09 110.841
I
I
0.73 1
Reach
--------------------------------------------------------------------------------
8
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.381
I
26.301
0.255
I
1 0.77
I I
1 0.42 1
0.33
I I
113.46 1
I
12.081
I
0.73 1
Reach
--------------------------------------------------------------------------------
9
1 1
1
1
1 1
1 1
1
1
I
Flow
I
cfs
Segment 1 Reach 1
Waste 1
0.310
Headwatersl
0.150
Tributary 1
0.000
* Runoff 1
0.260
I CBOD I
NBOD I
D.O. I
I mg/1 (
mg/l I
mg/l I
1 45.000 1
90.000 I
5.000
I 2.000
I 1.000 I
6.030
I 2.000
I 1.000 I
7.440
1 2.000
1 1.000 1
7.440

A 0
Segment 1 Reach 2
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 7.440
* Runoff I 0.260 I 2.000 I 1.000 I 7.440
Segment 1 Reach 3
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 7.440
* Runoff ( 0.260 I 2.000 I 1.000 I 7.440
Segment 1 Reach 4
Waste ( 0.000 I 0.000 ( 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 7.440
* Runoff I 0.260 I 2.000 I 1.000 I 7.440
Segment 1 Reach 5
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.350 I 2.000 I 1.000 I 7.440
* Runoff I 0.110 I 2.000 I 1.000 I 7.440
Segment 1 Reach 6
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 7.440
* Runoff I 0.110 I 2.000 i 1.000 I 7.440
Segment 1 Reach 7
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 7.440
* Runoff I 0.710 I 2.000 I 1.000 I 7.440
Segment 1 Reach 8
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary ( 0.000 I 2.000 I 1:000 I 7.440
* Runoff I 0.710 I 2.000 I 1.000 I 7.440
Segment 1 Reach 9
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary ( 0.000 I 2.000 I 1.000 I 7.440
* Runoff I 0.710 I 2.000 I 1.000 I 7.440
* Runoff flow is in cfs/mile

SUMMER
BOD5=30
MG/L,
QW=0.2
MGD
Seg #
Reach #
I Seg Mi I
D.O.
CBOD I
NBOD I
Flow
1
1
0.00
5.34
30.98
60.98
0.46
1
1
0.02
5.59
30.50
60.00
0.47
1
1
0.04
5.80
30.02
59.04
0.47
1
1
0.07
5.97
29.56
58.11
0.48
1
1
0.09
6.11
29.12
57.20
0.48
1
1
0.11
6.23
28.68
56.32
0.49
1
1
0.13
6.33
28.25
55.45
0.49
1
1
0.15
6.41
27.84
54.61
0.50
1
1
0.18
6.48
27.43
53.78
0.51
1
1
0.20
6.54
27.03
52.98
0.51
1
1
0.22
6.59
26.64
52.19
0.52
1
2
0.22
6.59
26.64
52.19
0.52
1
2
0.27
6.21
25.83
50.35
0.53
1
2
0.32
5.94
25.05
48.60
0.54
1
2
0.37
5.75
24.31
46.93
0.56
1
2
0.42
5.62
23.61
45.35
0.57
1
2
0.47
5.54
22.94
43.85
0.58
1
2
0.52
5.50
22.30
42.41
0.60
1
2
0.57
5.48
21.68
41.04
0.61
1
2
0.62
5.49
21.10
39.74
0.62
1
2
0.67
5.51
20.54
38.49
0.63
1
2
0.72
5.54
20.00
37.30
0.65
1
3
0.72
5.54
20.00
37.30
0.65
1
3
0.73
5.72
19.85
37.00
0.65
1
3
0.75
5.89
19.71
36.70
0.65
1
3
0.76
6.04
19.56
36.41
0.66
1
3
0.78
6.16
19.42
36.12
0.66
1
3
0.79
6.28
19.28
35.83
0.67
1
3
0.80
6.38
19.14
35.55
0.67
1
3
0.82
6.47
19.00
35.27
0.67
1
3
0.83
6.55
18.86
34.99
0.68
1
3
0.85
6.63
18.73
34.72
0.68
1
3
0.86
6.69
18.59
34.45
0.68
1
4
0.86
6.69
18.59
34.45
0.68
1
4
0.87
6.65
18.50
34.26
0.69
1
4
0.88
6.60
18.41
34.08
0.69
1
4
0.89
6.56
18.33
33.90
0.69
1
4
0.90
6.52
18.24
33.72
0.69
1
4
0.91
6.48
18.15
33.54
0.70
1
4
0.92
6.44
18.07
33.36
0.70
1
4
0.93
6.40
17.98
33.19
0.70
1
4
0.94
6.37
17.90
33.01
0.70
1
4
0.95
6.34
17.81
32.84
0.71
1
4
0.96
6.30
17.73
32.67
0.71
1
5
0.96
6.68
12.53
22.21
1.06
1
5
1.00
6.63
12.42
21.97
1.06
1
5
1.05
6.59
12.30
21.73
1.07
1
5
1.09
6.56
12.19
21.50
1.07
1
5
1.14
6.53
12.07
21.26
1.08
1
5
1.18
6.51
11.96
21.03
1.08
1
5
1.23
6.49
11.85
20.81
1.09
1
5
1.27
6.47
11.74
20.59
1.09
1
5
1.32
6.46
11.63
20.37
1.10
1
5
1.36
6.45
11.52
20.15
1.10
1
5
1.41
6.44
11.42
19.93
1.11
1
6
1.41
6.44
11.42
19.93
1.11
NH3-N=20 MG/L

1
6
1.45
6.31
11.32
19.71
1.11
1
6
1.49
6.18
11.23
19.49
1.12
1
6
1.53
6.05
11.14
19.27
1.12
1
6
1.57
5.94
11.04
19.05
1.13
1
6
1.61
5.83
10.95
18.84
1.13
1
6
1.65
5.72
10.86
18.63
1.14
1
6
1.69
5.62
10.77
18.42
1.14
1
6
1.73
5.53
10.69
18.22
1.14
1
6
1.77
5.44
10.60
18.01
1.15
1
6
1.81
5.36
10.51
17.81
1.15
1
7
1.81
5.36
10.51
17.81
1.15
1
7
1.91
5.32
9.90
16.55
1.22
1
7
2.01
5.30
9.36
15.42
1.30
1
7
2.11
5.31
8.87
14.41
1.37
1
7
2.21
5.32
8.43
13.51
1.44
1
7
2.31
5.35
8.03
12.70
1.51
1
7
2.41
5.39
7.67
11.96
1.58
1
7
2.51
5.44
7.34
11.29
1.65
1
7
2.61
5.49
7.03
10.67
1.72
1
7
2.71
5.54
6.75
10.11
1.79
1
7
2.81
5.60
6.50
9.59
1.86
1
8
2.81
5.60
6.50
9.59
1.86
1
8
2.85
5.84
6.40
9.39
1.89
1
8
2.89
6.05
6.31
9.20
1.92
1
8
2.93
6.23
6.22
9.01
1.95
1
8
2.97
6.40
6.13
8.83
1.98
1
8
3.01
6.54
6.05
8.66
2.01
1
8
3.05
6.67
5.97
8.49
2.03
1
8
3.09
6.78
5.89
8.32
2.06
1
8
3.13
6.88
5.81
8.16
2.09
1
8
3.17
6.96
5.74
8.01
2.12
1
8
3.21
7.04
5.66
7.85
2.15
1
9
3.21
7.04
5.66
7.85
2.15
1
9
3.25
7.12
5.60
7.72
2.17
1
9
3.29
7.18
5.53
7.58
2.20
1
9
3.32
7.24
5.47
7.45
2.23
1
9
3.36
7.30
5.41
7.33
2.26
1
9
3.40
7.35
5.34
7.20
2.28
1
9
3.44
7.39
5.29
7.08
2.31
1
9
3.48
7.43
5.23
6.97
2.34
1
9
3.51
7.46
5.17
6.85
2.36
1
9
3.55
7.49
5.11
6.74
2.39
1
9
3.59
7.52
5.06
6.63
2.42
I Seg #
Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD I
Flow

INSTREAM SELF —MONITORING DATA
MONTHLY AVERAGES
001
Discharger: Mc-eAi4 OosP
Permit
No.: NC00
31;w4
Receiving
Stream:
Sub-basin:
�,7 ?o-7_-i
Upstream Location:
?;I u9y F/zo� a�sc�l. Downstream Location cU.1.v�2r oN
5rz 1zij z_ ,k,Lr_-
►act-cwr'�cS4�,
Upstream
Downstream
DATE
TEMP
D.O. 8,DI�5� COND
TEMP
D.O.
BOD5
COND
DEC-90
NOV-90
OCT-90
SEP-90
AUG-90
JUL-90
JM-90
MAY-90
APR— 90
J�
q.0 C7• oo (0,0 1)
13
8. S . v)
��
0, Oaf
MAR— 9 0
_
J1�.
.5 L • 5)1_ 0 01
10
i, 3 g.o)
533 r )
p , o
FEB-90
—
8.2 Q.o 4. 6) 0,00
--
9.c(7.5)
%6,( r)
0.0
JAN-90
,
0.0
`b•7
ZS: 065
D•yg
DEC-89
11
9.7(9.7) 3 tgo) 0.0)
24
0-of
NOV— 8 9
Is
9. z 5 0, 01
!¢
8.15
077(1 to)
0, o
OCT-8 9
Iz
N2 0.01
09
767(3w)
ooo
SEP-89
T
_41LL&W)
(0.9(i t� yy 0.01
2?
G.e(b.6)
e
O.or
AUG-89
_�_
G.9(�.$) �0 320) 0.of
zZ
7•7-
b(3(�o)
0,05_
JUL-89
r8
l Z 0,v
1-7
7•��c.l
27 )
6.03
JUN-89
S(�.s
MAY-89
M
o. a
Z1
7.2
8o)
0.01
APR— 8 9
MAR-89
FEB-89
JAN— 8 9
DEC-88
NOV-88
OCT-88
SEP-88
AUG-88
JUL-88
JUN-88
MAY-88
APR-88
MAR-88
FEB-88
JAN-88
DEC-87
NOV-87
OCT-87
SEP-87
AUG-87
JUL-87
JUN-87
MAY-87
APR-87
MAR-87
FEB-87
JAN-87

*** MODEL SUMMARY DATA ***
'Discharger : NCDOC-MCCAIN HOSP Subbasin : 030751
Receiving Stream : UT MOUNTAIN CREEK Stream Class: C
Summer 7Q10 : 0.15 Winter 7Q10 : 0.6
Design Temperature: 25.0
ILENGTHI
SLOPEI
VELOCITY
I DEPTHI Kd I
Kd
I Ka I
Ka I
KN I
--------------------------------------------------------------------------------
I mile I
ft/mil
fps
I ft
Idesignl
@202A
Idesigni
@20;h Idesignl
Segment
1
I I
1 0.221
I
80.001
0.184
I
1 0.35
I I
1 0.65 1
0.52
I I
129.46 1
I
26.431
I
0.73 1
Reach
--------------------------------------------------------------------------------
1
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.50I
I
35.701
0.152
I
1 0.43
I I
1 0.47 1
0.37
I I
110.92 1
I
9.801
I
0.73 1
Reach
--------------------------------------------------------------------------------
2
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.141
I
71.401
0.195
I
1 0.42
I I
1 0.60 1
0.48
I I
127.93 1
I
25.051
I
0.73 1
Reach
--------------------------------------------------------------------------------
3
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.101
I
18.201
0.133
I
1 0.52
I I
1 0.36 1
0.28
I I
1 4.87 1
I
4.371
I
0.44 1
Reach
----------------------------------
4
1 1
1
-----------------------------
1
1 1
1 1
-----------------
1
1
Segment
1
1 0.451
18.201
0.167
1 0.61
1 0.36 10.29
i
1 6.10 I
5.471
0.44 1
Reach
--------------------------------------------------------------------------------
5
1 1
1
1
1 1
1 1
1
1
Segment
1
I I
1 0.401
I
7.101
0.128
I
1 0.71
I I
1 0.29 1
0.23
I I
1 1.82 1
I
1.631
I
0.44 1
Reach
--------------------------------------------------------------------------------
6
1 1
1
1
1 1
1 1
1
1
I Flow
I CBOD I
NBOD I
D.O. I
I cfs
I mg/1 I
mg/l I
mg/l
Segment 1
Reach 1
Waste
1 0.155
145.000 190.000
I
5.000
Headwaters) 0.150
I 2.000 1
1.000 I
6.020
Tributary
I 0.000
I 2.000 1
1.000 1
7.440
* Runoff
I 0.260
I 2.000 1
1.000 1
7.440
Segment 1
Reach 2
Waste
I 0.000
I 0.000 1
0.000 I
0.000
Tributary
I 0.000
I 2.000 I
1.000 I
7.440
* Runoff
I 0.260
I 2.000 I
1.000 I
7.440
Segment 1
Reach 3
Waste
I 0.000
I 0.000
1 0.000 1
0.000
Tributary
I 0.000
I 2.000
1 1.000 1
7.440
* Runoff
I 0.260
1 2.000
1 1.000 1
7.440

VjTV�_ 11
----------
MODEL RESULTS ----------
Discharger : NCDOC-MCCAIN HOSP
Receiving Stream : UT MOUNTAIN CREEK
----------------------------------------------------------------------
The End D.O. is 5.89 mg/l.
The End CBOD is 5.61 mg/l.
The End NBOD is 8.27 mg/l.
DO Min
(mg/1) Milepoint Reach #
------ --------- -------
Segment 1 5.51 0.00 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
-----------------------------
WLA
WLA
WLA
CBOD
NBOD
DO
Waste Flow
(mg/1)
----
(mg/1)
----
(mg/1)
--
(mgd)
----------
45.00
90.00
5.00
0.10000
0.00
0.00
0.00
0.00000
0.00
0.00
0.00
0.00000
0.00
0.00
0.00
0.00000
0.00
0.00
0.00
0.00000
0.00
0.00
0.00
0.00000

6YIJ&1u1W[i
Seg #
I Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD
Flow
1
1
0.00
5.51
23.85
46.23
0.30
1
1
0.02
5.97
21.55
41.49
0.34
1
1
0.04
6.32
19.67
37.62
0.37
1
1
0.07
6.58
18.11
34.41
0.41
1
1
0.09
6.78
16.79
31.69
0.44
1
1
0.11
6.94
15.66
29.36
0.48
1
1
0.13
7.07
14.68
27.35
0.51
1
1
0.15
7.18
13.82
25.59
0.55
1
1
0.18
7.27
13.07
24.04
0.58
1
1
0..20
7.34
12.40
22.66
0.61
1
1
0.22
7.40
11.80
21.43
0.65
1
2
0.22
7.40
11.80
21.43
0.65
1
2
0.27
7.32
11.52
20.83
0.66
1
2
0.32
7.26
11.25
20.26
0.67
1
2
0.37
7.22
10.99
19.71
0.69
1
2
0.42
7.19
10.75
19.18
0.70
1
2
0.47
7.17
10.51
18.67
0.71
1
2
0.52
7.17
10.28
18.18
0.73
1
2
0.57
7.17
10.06
17.71
0.74
1
2
0.62
7.17
9.85
17.26
0.75
1
2
0.67
7.18
9.64
16.83
0.77
1
2
0.72
7.20
9.44
16.41
0.78
1
3
0.72
7.20
9.44
16.41
0.78
1
3
0.73
7.27
9.39
16.30
0.78
1
3
0.75
7.33
9.33
16.19
0.79
1
3
0.76
7.38
9.28
16.09
0.79
1
3
0.78
7.43
9.22
15.98
0.79
1
3
0.79
7.48
9.17
15.88
0.80
1
3
0.80
7.51
9.11
15.78
0.80
1
3
0.82
7.55
9.06
15.67
0.80
1
3
0.83
7.58
9.01
15.57
0.81
1
3
0.85
7.60
8.96
15.47
0.81
1
3
0.86
7.63
8.91
15.38
0.81
1
4
0.86
7.63
8.91
15.38
0.81
1
4
0.87
7.61
8.87
15.31
0.82
1
4
0.88
7.59
8.84
15.24
0.82
1
4
0.89
7.57
8.81
15.18
0.82
1
4
0.90
7.56
8.78
15.11
0.83
1
4
0.91
7.54
8.74
15.04
0.83
1
4
0.92
7.52
8.71
14.98
0.83
1
4
0.93
7.51
8.68
14.91
0.83
1
4
0.94
7.49
8.65
14.85
0.84
1
4
0.95
7.48
8.62
14.79
0.84
1
4
0.96
7.46
8.58
14.72
0.84
1
5
0.96
7.46
6.65
10.69
1.19
1
5
1.00
7.28
6.58
10.52
1.20
1
5
1.05
7.11
6.51
10.35
1.20
1
5
1.09
6.94
6.45
10.19
1.21
1
5
1.14
6.78
6.38
10.03
1.21
1
5
1.18
6.62
6.32
9.87
1.22
1
5
1.23
6.46
6.26
9.72
1.22
1
5
1.27
6.31
6.19
9.57
1.23
1
5
1.32
6.16
6.13
9.42
1.23
1
5
1.36
6.01
6.07
9.27
1.24
1
5
lAl
5.87
6.01
9.13
1.24
1
6
1.41
5.87
6.01
9.13
1.24

1
6
1.45
5.87
5.97
9.04
1.24
1
6
1.49
5.87
5.93
8.95
1.25
1
6
1.53
5.87
5.89
8.86
1.25
1
6
1.57
5.87
5.84
8.77
1.26
1
6
1.61
5.87
5.80
8.69
1.26
1
6
1.65
5.88
5.76
8.60
1.27
1
6
1.69
5.88
5.72
8.52
1.27
1
6
1.73
5.88
5.68
8.43
1.28
1
6
1.77
5.89
5.64
8.35
1.28
1
6
1.81
5.89
5.61
8.27
1.28
I Seg #
I Reach #
I Seg Mi I
D.O. I
CBOD I
NBOD I
Flow I

Segment 1 Reach 4
•' Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 7.440
* Runoff I 0.260 I 2.000 I 1.000 I 7.440
Segment 1 Reach 5
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.350 I 2.000 I 1.000 I 7.440
* Runoff I 0.110 I 2.000 I 1.000 I 7.440
Segment 1 Reach 6
Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 7.440
* Runoff I 0.110 I 2.000 I 1.000 I 7.440
* Runoff flow is in cfs/mile