NC0035904_Wasteload Allocation_19980718

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit:
NC0035904
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:
July 18, 1988
This document is printed on reu$e paper - ignore ataxy
content cork the reirerse side

°
^ Request No. :4672
Permit Number
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbas, in
Cnunty
Regional Office
Requestor
Date of Request
Quad
WASTELOAD ALLOCATION APPROVAL FORM
: NC0000000
: NC DOC - MCCAIN HOSPITAL
DOMSETIC
EXISTING
UT MOUNTAIN CREEK
:
:
:
:C
: 030751
� HOKE
: FRO
: JULE SHANKLIN
: 5/25/88
G21SE
Was tef1ow (mgd):
5-Day BOD (mg/l):
Ammonia Nitrogen (mg/l):
Dissolved Oxygen
TSS (mg/l):
Fecal CC: liform (#/100ml>:
pH (SL):
:
Drainage Area
Average Flow
Summer 7010
Winter 7Q10
3002
RECOMMENDED EFFLUENT LIMITS
0.1.
30
30
1000
6-9
MONITORING
(sq mi)
(cfs)
(cfs)
(cfs)
(cfs)
JUL 13
ENV I�AANAGEMENT
c,,\YETTEVILLE REG. OFFICE
Upstream (Y/N>: Y Location: ABOVE DISCHARGE POINT
Downstream (Y/N): Y Location: 0'5 MILE BELOW DISCHARGE @ SR 1219
---------- ------------ COMMENTS A MODEL MODEL WAS RUN FOR THIS FACILITY (AS REQUESTED BY THE REGION>, TO SEE IF THE
LIMITS SHOULD BE CHANGED' THESE LIMITS ARE APPROPRIATE ACCORDING TO THE MODEL
RECOMMEND MONITORING FOR TEMPERATURE, DO, FECAL COLIFORM, AND CONDUCTIVITY
FREQUENCY: WEE�LY FOR SUMMER (APR-OCT) AND MONTHLY FOR WINTER (NOV-MAR}
THE INSTREAM MONITORING DATA SHOW LOW DO VALUES (~4 & 5) FOR THE SUMMER MONTHS
THE EFFLUENT MONITORING DATA SHOW THIS FACILITY TO BE PERIODICALLY OUT OF
COMPLIANCE WITH THEIR BOD5, TSS, AND FECAL COLIFORM LIMITS.
(SEE ATTACHED)
Recommended by
Reviewed by:
��
°�N�lech' Support Supervisor
Regional Supervisor
Permits & Engineering _
0-
RETURN TO TECHNICAL SERVICES BY
Date
Date
Dat,����~��
Date
AUG� �����
nw�» "° /�ww

DEPARTMENT CF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
Zb
Date
MEMO: To cy °Y«�"� S Subject
S 'Z Coat\0,
-C O . \cN w.'. v. \ �.w.: 1 o►\\v"%,
�•1�1.1 h \
RECEI VEn
Jim 21 1.98R
TECHNICAL SERVICES 3'ANC

PERMIT NO.:
NCOO 35904—
NPDES WASTE LOAD ALLOCATION
FACILITY NAME• NC" D°(- 'v `C e-0--1 v1 -v191 -1-451-
Facility Status: (EXIS ING) PROPOSED
(circle one)
Permit Status: ( RENEWAL i MODIFICATION UNPERMITTED NEW
(circle one)
Major Minor r_
Pipe No: Doi
Design Capacity (MGD)• 0.1O
Domestic (% of Flow): 1 0 0
Industrial (S of Flow): 0
Comments -
RECEIVING STREAM:
Class:
Sub -Basin:
Reference USGS Quad: 2 SE (please attach)
County: b k e
t4-z-I6-CZ)
C
03-0'7- 51
Regional Office:
(circle ewe)
Requested By:s
"AA —Li" Date:
Prepared By:
As
Mo Ra Wa Wi WS
Reviewed By:
te:
ate:
Drainage Area (mi2 )
Modeler
Date Rec.
.S -f/
Avg. Streamflow (cfs).
7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs)
Toxicity Limits: IWC
Instream Monitoring:
0.6., I&Co1.44 , 1eoevv-- M, eo t kJi
Upstream Location (k hY4-2 Oli(CkY/)C.2
Downstream y Location 06 6k Q tkl0i)
Lw K ldrq
Parameters
% (circle one) Acute / Chronic
r ��e ,.' we {� v U n t.Yx� Cry -mac )
Effluent
Characteristics
Summer
Winter
BODE (mg/I)
(,
NHi N (mg/1)
D.O. (mg/I)
5
TSS (mg/I)
? 0
F. Col. (/ 100ml)
((5'<'
pH (SU)
�
(s. [! _
-
iY[J cwN Yviefivt'u7Z
riAk._, (jko
.,() .Lou) 0 O. oux oo
(A-, j 5) 4Akke_ ,fUvkirk
% 7 slkw►� l .
Comments. r egGv s fr t Bai t ki/( )2M G'(Q. €A- LA-61(A)
,UL��.�'`lk.wi I- L —, l SS, (-l% 7et C rok, tzru:,r
1 �

�
.4
Request No' :4672
Permit Number
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
Wastef low
5-Day BOD
Ammonia Nitrogen
Dissolved Oxygen
TSS
Fecal
pH
WASTELOAD ALLOCATION APPROVAL FORM
: NC0035904
: NC - DOC MCCAIN
: DOMESTIC
: EXISTING
� UT MOUNTAIN CREEK
:C
: 030751
: HOKE
: FRO
: JULE SHANKLIN
: 5/25/88
: G21SE
HOSPITAL
ENV. MANIAGEMENT
Drainage Area
Average Flow
Summer 7Q10
Winter 7010
30Q2
RECOMMENDED EFFLUENT LIMITS
:
(mgd): 0.1O
(mg/l}: 30
(mg/l}�
Coliform (#/100ml):
(SU):
:
.
:
(sq mi}
(cfs}
(cfs)
(cfs)
(cfs)
' ~w�,n /' *��« i �~~�-
u
100O
6-9
' �.
Cx�^���n���^� v�n��*n�/ �7 ~kAc-�m�,^
MONITORING
Upstream (Y/NI: Y Location: ABOVE DISCHARGE POINT
Downstream (Y/N>: Y Location: 0.5 MILE BELOW DISCHARGE ON SR 1219
---------------------------------- COMMENTS ------------------------------ ---
RECOMMEND MONITORING FOR TEMPERATURE, DO, FECAL COLIFORM, AND CONDUCTIVITY,
FREQUENCY: WEEKLY FOR SUMMER (APR-OCT) AND MONTHLY FOR WINTER (NOV-MAR).
THE INSTREAM MONITORING DATA SHOW LOW DO VALUES (~4 & 5) FOR THE SUMMER MONTHS
THE EFFLUENT MONITOING DATA SHOW THIS FACILITY TO BE PERIODICALLY OUT
OF WITH THEIR BOD5, TSS, AND FECAL COLIFORM LIMITS'
(SEE ATTACHED)
Recommended by
Reviewed by:
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering
Date
Date
Date
Date
RETURN TO TECHNICAL SERVICES BY �0
_~���1-4-^~S

SUMMER
WITH EXISTING LIMITS AND D.O.
LIMIT OF 5 MG/1 ADDED
Discharger
Receiving Stream
---------- MODEL RESULTS
: NC DOC - MCCAIN HOSPITAL
: UT MOUNTAIN CREEK
The Pnd D.O. is 6.22 mg/l.
The End CBOD is 6'56 mg/l.
The End NBOD is 9.83 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach # (mg/l) (mg/1) (mg/l) (mgd)
Segment 1 5.50 0.00 1
Reach 1 45.00 90.00 5.00 0.1000O
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

*** MODEL SUMMARY DATA .*.*.*.
Discharger : NC DDC -- MCCAIN HOSPITAL Subhasi.n : 030751
Receiving Stream UT MOUNTAIN CREEK Stream
Summer 7C.10 : 0.15 Winter- 7010 0.6
Design Temperature: 25.
;LENGTH; SLOPE; VELOCITY 1 DEPTH; Kd ; Kd 1 Ka ; Ka ; KN ; KN 1 KNR ; PNR
1 mile 1 ft/ei1 fps ft ;design; g20° ;design! 320° ;design; G20° ;design; 820° 1
Segment 1 ; 0.22; 80.00 0.184 1 0.35 ; 0.65 1 0.5E ;29.46 1 26.43 0.73 1 0.50 ; 0.73 1 0.00 1
Reach 1
1
Segment 1 1 0.50: 35.70 0.152 1 0.43 1 0.47 ; 0.37 110.92 1 9.80 0.73 1 0.50 ; 0.73 1 0.00 ;
Reach 2 ; ; ;
i • , 1 i • •
Segment 1 1 0.141 71.40 0.195 1 0.42 1 0.60 1 0.48 127.93 1 25.05 0.73 1 0.50 ; 0.73 ; 0.00 1
Reach 3 1 1 ;
i , ,
, 1 , 1 1 • 1 1 . i
Segment 1 1 0.10; 18.20 0.133 1 0.52 1 0.36 1 0.28 1 4.87 1 4.37 0.44 1 0.30 1 0.44 1 0.00 1
Reach 4 1 ; ; ; 1 1 1
Segment 1 ; 0.451 19.20 0.155 1 0.63 1 0.35 ; 0.28 1 5.65 1 5.06 0.44 1 0.30 ; 0.44 1 0.00 1
Reach 5 1 1 1 1 1 1 1
1 1 I 1 1 1 1 i V I i 1 0.00,
Segment 1 0.401 ,.f01 0.119 0.74 0.29 1 0.23 1.69 1. 2: 0.44 c 0.30 1 0.44 1 i
Reach b 1 1 ; 1 1 1 1 1 1 1

| Flow | CBOD 1 NBOD | D.O.
1 cfs | mg/l | mg/l 1 mg/l
Segment 1 Reach 1
Waste 0.155 1 45.000 1 90'000 1 5.000
Headwaters! 0.150 | 2.000 | 1.000 | 6.020
Tributary | 0'000 | 2.000 | 1'000 1 7.440
* Runoff | 0.260 | 2.000 | 1.000 1 7.440
Segment 1 Reach 2
Waste | 0.000 | 0.000 | 0.000 | 0.000
Tributary | 0.000 1 2.000 | 1.000 | 7.440
* Runoff | 0.260 | 2.000 | 1.000 | 7'440
Segment 1 Reach 3
Waste 1 0.000 1 0'000 1 0.000 | 0.000
Tributary | 0.000 | 2.000 | 1'000 | 7.440
* Runoff | 0.260 < 2.000 | 1.000 | 7.440
Segment 1 Reach 4
Waste | 0.000 | 0.000 / 0.000 | 0.000
Tributary | 0.000 | 2.000 | 1.000 | 7.440
* Runoff | 0.260 1 2.000 | 1.000 | 7.440
Segment 1 Reach 5
Waste | 0.000 / 0.000 | 0.000 | 0.000
Tributary | 0.350 | 2.000 | 1.000 | 7.440
* Runoff 1 0.110 | 2.000 | 1'000 | 7.44O
Segment 1 Reach 6
Waste | 0.000 1 0'000 | 0.000 | 0.000
Tributary | 0.000 1 2'000 | 1.000 | 7'440
* Runoff | 0'110 | 2.000 | 1.000 | 7.440
* Runoff flow is in cfs/mile
|

SUMMER
WITH EXISTING LIMITS AND D.O.
LIMIT OF 5 MG/L ADDED
| Seg # ( Reach # | Seg Mi ( D.O. | CBOD NBOD | Flow f
1 1 0'00 5.50 23.85 46.23 0.31
1 1 0.02 5.73 23.38 45'25 0.31
1 1 0.04 5.91 22.93 44'30 0.32
1 1 0.06 6.07 22'50 43.39 0.32
1 1 0.08 6.20 22.07 42.50 0.33
1 1 0.10 6.31 21.66 41'65 0.33
1 1 0'12 6.41 21.27 40'82 0.34
1 1 0.14 6'49 20.88 40.01 0.34
1 1 0.16 6.56 20.51 39.24 0.35
1 1 0.18 6.63 20'15 38.48 0.35
1 1 0.20 6.68 19.80 37.75 0,36
1 1 0.22 6.73 19.46 37.04 0.36
1 2 0.22 6.73 19.46 37.04 0.36
1 2 0.27 6.42 18.68 35.27 0.38
1 2 0.32 6.21 17.95 33.62 0.39
1 2 0.37 6.07 17.27 32'09 0.40
1 2 0.42 5'99 16.63 30.66 0.41
1 2 0.47 5.94 16'04 29.32 0.43
1 2 0.52 5.93A 15.48 28.07 0.44
1 2 0.57 5.94 14.95 26.89 0.45
1 2 0.62 5'96 14.45 25.79 0.47
1 2 0.67 6.00 13.98 24.75 0.48
1 2 0.72 6.04 13,54 23.77 0.49
1 3 0'72 6.04 13.54 23'77 0'49
1 3 0.74 6.26 13.37 23'42 0.50
1 3 0.76 6.45 13.20 23.08 0.50
1 3 0.78 6.61 13'03 22.75 0.51
1 3 0.80 6.74 12.87 22.43 0.51
1 3 0.82 6.85 12.72 22.11 0.52
1 3 0.84 6.95 12.56 21.80 0.52
1 3 ().86 7.03 12.41 21.50 0.53
1 4 0.86 7.03 12.41 21.50 0.53

z + o.u/ do o'z�
1 4 0.88 6.96 12.27 21.21 0.53
1 4 0.89 6.93 12'20 21.07 0.54
1 4 0.90 6.90 12.13 20.93 0.54
1 4 0.91 6.87 12.06 20.80 0'54
1 4 0.92 6.85 11'99 20.66 0.54
1 4 0'93 6.82 11,93 20.52 0.55
1 4 0.94 6.79 11.86 20.39 0'55
1 4 0.95 6.77 11.79 20.26 0.55
1 4 0.96 6.75 11.73 20.13 0
1 5 0.96 7.01 7.96 12.73 0.90�
1 b 1.01 6.99 7.87 12.55 0.91
1 5 1.06 6.98 7.78 12.37 0'92
1 5 1.11 6.96 7.70 12.19 0.92
1 5 1'16 6.95 7.61 12'02 0.93
1 5 1'21 6.94 7.52 11.85 0.93
1 5 1.26 6.94 7.44 11'69 0.94
1 5 1.31 6.94 7'36 11.52 0.94
1 5 1.36 6.94 7.27 11.36 0'95
1 5 1.41 6.94 7.19 11.21 0.95
1 6 1.41 6.94 7.19 11.21 0.95
1 6 1.45 6.85 7.13 11.06 0.96
1 6 1.49 6.76 7.06 10.91 0.9e-)
1 6 1.53 6.68 7'00 10.77 0.97
1 6 1.57 6.60 6.93 10.63 0.97
1 6 1.61 6.52 6.87 10.49 0.98
1 6 1'65 6.45 6.81 10.35 0.98
1 6 1.69 6.39 6.75 10.22 0.98
1 6 1.73 6'33 6.68 10.09 0.99
1 6 1.77 6.27 6.62 9'95 0.99
1 6 1.81 6.22 6.56 9.83 1'00
| Beg # | Reach # 1 Beg Mi 1 D.O. MOD NBOD Flow |

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May 19, 1988
MEMORANDUM
j60.4.11:t 6/ fit
f(4` 0- AZIC'tlfirj
c1. fq<
TO: Arthur Mouberry, Supervisor
Permitting and Engineering
/4101'1P(/
FROM: M. J. Noland, Regional Supervisor
Fayetteville Regional Office
SUBJECT: Amendment to Effluent Monitoring Requirements
NPDES Permit No. NC0035904
North Carolina Department of Corrections
McCain Correctional Institute
Hoke County
The representativeness of self -monitoring reports submitted by the
subject facility has recently been a matter of question to the Fayetteville
Regional Office staff. For this reason, it is the request of this office that
the monitoring frequency for BODs, NH3, TSS, and Fecal Coliform be increased
to reflect the changes as shown of the attached page M3. Although this permit
is to be renewed in December of 1988, it appears reasonable to request these
revisions by July 1988. This will significantly improve the data base for
evaluating this facility.
If additional information or clarification is required, please advise.
MJN/KA/tf
Enclosure