NC0059218_Wasteload Allocation_19841203

NPDES DOCU IENT SCANNIN`: COVER SHEET
NPDES Permit:
NC0059218
Captain Stevens Seafood WWTP
Document Type:
Permit Issuance
(Wasteload
Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File
- Historical
Engineering Alternatives (EAA)
Correspondence
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Permit
History
Document Date:
December 3, 1984
Thus document is printed on reu0e paper - ignore any
content on the reYernse'side

Office to Com
0
Facility Name:
Existing
Proposed
Fiwoorse
n6(10 q
NPDES WASTE LOAD ALLOCATION
SEAFAS> R 4 Au ANIT
Date:
TC q99 .
IZ/3/g y
Permit No.: Pipe No.: County: tasavN
Design Capacity (MOD): .ol'i Industrial (% of Flow): Domestic (% of Flow):
Receiving Stream: VT Rear)) Creek. Class: e. Sub -Basin:
Reference USGS Quad: ��� NE J (Please attach) Requestor• 31wk �`� Regional Office W� ��
(Guideline limitations, if applicable, are to be listed on the back of this form.)
goo %
e 3o?oy
Design Temp.: 25ec t t54C) Drainage Area: '(1, v`t Z Avg. Streamflow: c
7Q10: C> C2 Winter 7Q10: (5 C 30Q2•
aLocation of D.O.minimum (miles below outfall) : G» D On, 7- Slope:. I -' �
Kl (base e, per day, 20°C) O'(' Z K2 (base e, per day, 20°C)•
E
0
t.�
0
4-0
N
•i
a-
•
Velocity (fps):
Effluent
Characteristics
Monthly
Average
McAlly
UIy
zvuLL
Comments
W-b�
ili
►
'
N3 Q
c7'J
(-Q
6lf.�
T ss
30
3O
;l.(S)
4c.aQ el- c c im
rc)
/000
/r.o
n 11
6- 8,
6-2:7
si✓?
Original, Allocation
Ret'zisd Allocation
Prepared By: „(,(,tArl
(QC cC
7
Date(s) of Revision(s)
(Please attach previous allocation)
Reviewed By:
Date:

'
`
,
^
Aequest No� � 999
FacilJ. %U Name
Type of Waste
Status
Aeceiving S�ream
S�ream �lass
Suhbasin
County
Aegional Off:i.ce
Aequestor
Da�e of Aeques�
Quad
WAST�L�AD ALLOCATION APPAOV�L FOAM
FIAESIDE SEAFOOD PESTAUAANT
DOME5TIC
PAOPOSED
UT AF*EDY CAEEK
C
0307CIA
DAV�1,.)SON Drainage Area (sq
WT. NSTON-SALEM 7Q10 (cfs)
J�M WATSON 7C\10 (cfs)
3OQ2 (cfs)
Average Flow (cfs}
Wasteflow (mQd)
�-Day ROD (mg/l)
Ammonia Ni�rogen (mg/l> �
Dissolved Oxygen (mg/l) �
TSS (mg/1)
Fecal Coliform (#/1O0ml)�
pH (SU)
AECOMMENDED EFFLUEHT LIMITS
SUMMEA
�O14
14
4
6
80
10OO
6-8.5
WINTEP
�014
21
8
6
3O
100O
6-8�5
RECEIVE
N.C. Dept. NRCD
DEC 7 1984
L
Envinon/nrn!a- N"a
Winston-Salem Reg. Office
mi)
0.95
O.0
0.0
O5
1.0
^--.... .... .... .... .... .... .... ---.................................................................... ................ COMMENTS ---------------------------
v�
LIMITS AAE AEVISION FAOM PAEVIOUS INCDCATION WAS SUBMITTED FOQ AN
INCORPE�T SITE
Pecommended by
Peviewed by�
TechSupport Supervisor
Aegional Supervisor
Approval is (
Permi�s & Engineer�ng
~
) pre�iminary
uate
Date_
finin.l
_ Date-���L���1'��/
'

** MOl:)lc::l... SUMMARY DATA ***
Discharger l:::l:I::I:{:i:l:l:)I... SI:::AI::C)(:)l:) 1';1:::STnl.lf;rvlN..i.
S LI l:) l:y r.3.s :i. rl 080701
Receiving Stream UT REEDY CREEK Stream Class: (::
'i Q :1. 0 0.0 Winter 7 (:I. () : 0.0
Design Temperature 25 to C 80 Q%y .05
ILENGTHISLOPE I VELOCITY (DEPTH I K1 1 K1 I K2 1 K2 1 KN 1 KN I KNR 1 KNR 1
1 aile Iftlai ► fps 1 ft 1 /day 1 D20° I /day 1 P200 1 /day 1 e20* 1 !day 1 320° 1
5egaent 1 1 0.151 17.601 0.100 10.12 1 0.78 10.62 1 3.53 1 3.171 0.00 1 0.00 10.00 1 0.00 1
Reach 1 1
5egaent 1 1 1.001 11.101 0.100 1 0.75 1 0.48 1 0.38 I 1 2.001 0.00 1 0.00 1 0.00 1 0.00 I
Reach 2 1 1 1
*** INPUT DATA SUMMARY ***
1 Flow 1 CBOD 1 NBOD 1 D.O. 1
1 cfs 1 og11 1 agl1 1 ogl1 1
5egaent 1 Reach 1 I
Waste 1 0.022 1 30.000 1 0.000 1 6.000 1
Headwaters) 0.000 1 0.000 1 0.000 1 0.000 1
Tributary 1 0.000 1 0.000 1 0.000 1 0.000 1
* Runoff 1 0.000 1 0.000 1 0.000 1 0.000 1
5egaent 1 Reach 2 1 1
Waste 1 0.000 1 0.000 1 0.000 1 0.000 1
Tributary 1 0.800 1 2.000 1 0.000 1 7.560 1
* Runoff 1 0.047 1 2.000 1 0.000 1 7.560 1
* Runoff flaw is in cfslaile

L
*** M(:31:)E•:I... SUMMARY DATA ***
Discharger F:I:,::l::;:i:I:I:)I... SEAFOOD RESTAURANT
¶:>I.tI:ibam:1.n 030704
Receiving Stream UT REEDY CREEK Stream Class: (::
7C410 0.0 Winter 7(4:I.() : 0.0
Design Temperature :I.5 "C..: 30(4 :? .a ,:'
:LENGTHISLOPE I VELOCITY 1DEPTH I K1 1 K1 I K2 ► K2 I KN 1 KN I KNR I KNR 1
I aile Iftl®i 1 fps I ft I /day 1 @20° I Iday 1 P200 1 Iday I @20° 1 !day 1820° I
1
Sequent 1 1 0.151 17.601 0.100 10.12 1 0.49 1 0.62 1 2.84 I 3.171 0.00 1 0.00 10.00 10.00 1
Reach i I 1 1
5egaent 1 1 1.001 11.101 0.139 1 0.92 1 0.31 1 0.39 I 2.50 1 2.781 0.00 1 0.00 I 0.00 1 0.00 I
Reach 2 I
*** INPUT DATA SUMMARY *c%I<
I Flow 1 CBOD 1 NBOD 1 D.O. I
1 cfs I agll 1 ogl1 1 mg/1 I
Segment 1 Reach 1 I
Waste I 0.022 1 53.000 1 0.000 1 6.000 I
Headwaters: 0.000 1 0.000 1 0.000 1 0.000 I
Tributary 1 0.000 1 0.000 1 0.000 1 0.000 I
* Runoff 1 0.000 I 0.000 1 0.000 I 0.000 I
5egaent 1 Reach 2 I
Waste 1 0.000 1 0.000 I 0.000 1 0.000 1
Tributary I 1.700 I 2.000 I 0.000 I 9.100 I
* Runoff I 0.100 1 2.000 1 0.000 I 9.100 I
* Runoff flow is in cfs/vile

Ur 12.tcsAi C,k-
�•7�c
itlet %El
e, ( cv+ t‘,4 6+4-tekoek 1,T 0A 4- (0440k 'gut "e0 (04,
� e4 C 4t 4c, AS , Jek a CG -
W t .jam (A - ( p ,
P
(Z Gt.- Upsh Rccc) C k
L= 1,0 vml..5 ! Ti-
l nJP '7 COD — 0, g C,-
Tr, b f �-‘1s = 1(0,1 4-5
771 0 Ro - , 01-f 7 45/ :
4,1 Re = . k5 e (,„,,,`
s(o = 2o / Lp..t = ((,1 P�
7ro 4-0 6sc1
0(4)r15-6-S
DA z 6.31 w,Zt
CIA- cis
S70to= O•Z e.45
2002 = O►7 c.4 s
D�4 m 17. t 'At' 7
it cos
57QIo '' O.(,
.Q?0[0 = L2 C4$
3OG t 1.1 cfZ

~
`
---------- MOOR- AEGULTG ............ ... ........ .... .... .... ....
DISCHAAGEA FIAESIDE 5EAF0OD AESTAUAANT
AECEIV%NO STREAM UT AEEDY ��AEEK
THE I. -:ND D.O. IS 7.80 MC/L
.......................................................................'..........................'....
THE END IG 1.99 MC/L
THE END NBOD IS U.0 0 MQ,L
TH1": D.O. M%N. OF SEGMENT 1 IS 4.91 MC31/1...
THI@ M%N%MUM %G LOCATED AT S�MMENT MILEPO%NT
WH%CH IS LOCATED IN AEACH NUMB -HER, 1
THE WL. A FDA SECMENT 1 AEA[�|
THE WLA FOA GEQMENT 1 AEACH
THE QEQUIRED EFFLUENT D.O. %S
THE WASTEFLOW EMTEA%NG SEG 1
TH2 WLA ;'OA SE]GNENT 1 AEACH
THE WLA FOA SEGMENT 1 REACH
THE AEQU%AI-:D EFFLUENT D.O. %S
THE WASTEFLOW ENTER%NO SEQ 1
0.15
1 IS �30 MG/L.. OF CIBOD
1 %S 0 MG/L.. OF NBOD
6 MG A..
REACH 1 %S .014 MQD
2 IS U
2 %5 0
0 M[;/L
REACH 2
MG/L.. OF C1B0D
MG/L. OF NBOD
%S 0 MQD

'
/
DISCHAAQEA
.... ........................ ... -- MODEL AESULTS .................... ... ...............
FIAEGIDE SEAFOOD AESTAURAmT
UT AEEDY ["AEEK
THE END D.[]. IS 7.7@ MG/L.
THE END CBOD IS MQ/L
---------------------------
THE SEND NBOD IS 0.() () MQ/L
THE D.O. MIN. OF SEQMENT 1 IS �'50 M(.,:,/L
THIS MINIMUM IS AT SEGMENT M%LEPOINT 0.15
WHICH IG LOCATED IN REACH NUMBER 1
THE WLA FOA SEGMENT J. AEACH
THE WLA FOA SEGMENT 1 AEACH
THE REQUIRED EFFLUENT D.C). IS
THE WASTEFLOW ENTEA%NG, SEC 1
THE WLA FOA SEQMENT J. AEA[�i
THE WLA FOA SEQMEMT 1 REACH
THE AEQUIAED EFFLUENT D.O. IS
THE WASTEFLOW ENTEAING SE-:0, J.
J. IS 37 MQ/L OF [:BOD
J. I 0 MQ/L OF NBOD
cS MC;/L
AEA[�| 1 %S .01.el MQD
2 IS 0 MG,/L. OF C�BOD
2 IS 0 MG/L OF NBOD
0 MQ/L
PEACH 2 %@ 0 MQD

^ .... .... .... -~~.... .... .... .... MODEL AESUL7S
O%SCHAQGEEA FIRESIDE GEAFOOD AESTALAANT
AECE%VINC3. STQE'AM UT AEEDY CAEEK
THE END D.O. %5 7.52 MQ/L
THE END OBOD IS 3.3*/ MC/L
--------~-~----------------
THE END MBOD %G 0.00 M0;/L
THE D.O. MIN. OF Sl"QMENT 1 IS 0.223 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT M%UEPOINT 0.15
WHICH IS LIN REACH NUMBER 1
THE WLA FOP, SEGMENT 1 AEACH 1 IS 0 MQ/L OF NBOD
THE AEQUIAED EFFLUENT D.O. IS 6 MQ/L
THE WASTEFLOW ENTERING S[EQ 1 REACH '1 IS .01A MQD
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MQ/L OF CBOD
THE WLA FOA SEQMENT 1 REA�H 2 %S 0 MQ/L OF N1300
THE REQUIRED EFFLUENT D.O. IS MQ/L
THE W#STEFLOW ENTERING SE� J. AEAC,H 12*2 IS 0 MQD

,
D%SCHAACEQ
1lECE%VINQ STAEAM
.... .... ............ ... .... .... .... .... MODEL AE@ULTG .... .... ............ .... ................
FIQES%DE SEAFOOD RESTAUAANT
UT AEEDY [:AKEEK
THE END D.O. IS 9.61 MQ/L
K-- — — 7- ----------- ���'—
THE END CBOD IS 2.26 M[;/L
—~-------------------------
THSK END NBOD IS O.0 () MG/L
THE D.O. MIN. OF SEQMENT J. IS 4.91 MA/L
THIS M%NIMUM IS LOCATED AT SEOMENT M%LEP�INT
MUCH %S LOCATED IN REACH NUMBER J.
TH� WLA FOA 1 REACH
THE WLA FOA 1 AEACH
THE AE6lUIAED EFFLUENT D.O. IS
THE WASTEFLOW ENTERING SEQ 1
THE WLA FOA SEGMENT 1 REACH
THE WLA FOA SEGMENT 1 PEACH
THE AE[\UIAED EFFLUENT D.O. %S
THE WASTEFLOW ENTEAINC SEC; 1
1
1
6
I 53 MG/L. OF CBOD
%G 0 MC/L OF NBOD
PEACH 1 IS .01al MQD
2 IS 0
2 IS U
V MG, /L
REACH 2
MQ/L OF CBOD
MG/L. OF NBOD
IS 0 MU)

`
SUMMER
SEAFOOD RESTAURANT RUN FOR
CBOD AND NBOD
� ---------- MODEL RESULTS ----------
Discharger CAPT'N GTEVE`S SEAFOOD REST.
Receiving Stream : REEDY CREEK
The End D.O. is 7.89 mg/l.
The End CBOD is 1.75 mg/l.
The End NBOD is 1"04 mg/l.
DO Min
(mg/l>
---~--
Segment 1 5.03
Reach 1
Reach 2
M1lepoint
0.17
Reach #
1
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/l) (mg/l) (mg/l) (mgd)
13.50 22.50 6.00
0.00 0.00 0"00
0.01400
A"00000

*** MODEL SUMMARY RY DATA ***
D.iischarger CAF'T' N1 STEVE ' S SEAFOOD RESSubbas i n g 030704
Receiving Stream g REEDY CREEK Stream Classp C
Supmer 7010 Winter 701.C) ri
Design Temp rature a 2L�u
!LENGTH! SLOPE! VELOCITY 1 DEPTHI 1(d 1 Kd 1 Ka ! Ka 1 KN I KN 1 KNR 1 KNR
mile 1 ft/mil fps I ft Idesign{ 320' Idesign l 320° !design! 320° 'design! 320*
1 1 l I ! ! ! I ! ! 1
Segment 1 1 0.171 13.301 0.100 { 0.12 1 0.54 1 0.43 1 2.67 I 2.391 0.44 10.30 1 0.44 1 0.00
Reach I l 1 1 1 1 1 1 1 1 I I
1 1 1 1 1 1 1 1 I 1 !
Segment 1 1 1.951 12.101 0.144 1 0.64 1 0.32 1 0.26 1 3.50 1 3.141 0.44 1 0.30 1 0.44 l 0.00
Reach 2 1 1 1 1 1 ! 1 1 1 1 1
I Flow 1 CSOD 1 I IE;OD 1 D.O. I
I cfs 1 mg/1 1 mg/1 1 mg/1 I
Segment 1 Reach 1
Waste I 0.022 1 13.500 1 SP «5€,;o; 1 6.000
Headwaters 1 0.000 l 2.000 1 1.000 1 7.440
Tributary 1 0.000 1 2.000 1 1 .000 1 7.440
i
* Runoff 1 0.000 1 2„ 000 I 1.000 I 7.440
Segment 1 Reach 2
Waste I €).,000 I 0.000 1 0n€:00 1
Tributary 1 0.800 1 2.000 1 1.000 1
Runoff 1 0.070 1 2.000 1 1 .000 1
* Runoff flow is in c f s/ m i.:l e
0.000
7.440
7.440

SUMMER
SEAFOOD RESTAURANT RUN FOR
CBOD AND NBOD
|.'Seg # 1 Reach # ) Seg Mi | D.O. 1 CBOD | NBOD | Flow |
1 1 ! 0.00 6.00 13.50 22.50 0.02
1 1 0.01 5.98 13.46 22.44 0.02
1 1 0.02 5.87 13.41 22.38 0.02
1 1 0.03 5.80 18.37 22.32 0.02
1 1 0.04 5.74 13.32 22.26 0.02
1 1 0.05 5.68 18.28 22.20 0.02
1 1 A.06 5.82 13.24 22.14 0.02
1 1 0.07 5.56 13.19 22.08 0.02
1 1 0"08 5.50 13.15 22.02 0.02
1 1 0.09 5.44 13.11 21.96 0.02
1 1 0.10 5.39 13.07 21.90 0.02
1 1 0.11 5.88 13"02 21.84 0.02
1 1 0.12 5.28 12.98 21.78 0.02
1 1 0.13 5.28 12.94 21.73 0.02
1 1 0.14 5.18 12.90 21.67 0.02
1 1 0.15 5.18 12.85 21.61 0.02
1 1 0.16 5.08 12.81 21.55 0.02
1 1 0.17 5.03 12.77 21.49 0.02
1 2 0.17 7.38 2.2B 1"54 0.82
1 2 0.22 7.41 2.27 1.52 0.83
1 2 0"27 7.44 2.25 1.51 0.88
1 2 0.82 7.47 2.28 1.49 0.83
1 2 0.37 7.50 2.22 1.48 0.84
1 2 0.42 7.53 2.20, 1.46 0.84
1 2 0.47 7.55 2.19 1.44 0.84
1 2 0.52 7.57 2.17 1.43 0.85
1 2 0.57 7.60 2.15 1.41 0.85
1 2 0.62 7.62 2.14 1.40 0.85
1 2 0.67 7.63 2.12 1.39 0.86
1 2 0.72 7.65 2.11 1.87 0.86
1 2 0.77 7.67 2.09 1.86 0.86
1 2 0.82 7.68 2.013 1.34 0.87
1 2 0.87 7.70 2.07 1.33 0.87
1 2 0.92 7.71 2.05 1.31 0.87
1 2 0"97 7.73 2.04 1.80 0.88
1 2 1,02 7.74 2.02 1.29 0.88
1 2 1.07 7.75 2.01 1.28 0.88
1 2 1"12 7.76 1.99 1"26 0.89
1 2 � 1.17 �"77 1.98 1.25 0.89
1 2 1.22 7.78 1.97 1.24 0.90
1 2 1.27 7.79 1.95 1.22 0.90
1 2 1.32 7.80 1.94 1.21 A.90
1 2 1.37 7.81 1.98 1.21) 0.91
l 2 1.42 7.81 1.91 1.19 0.91
1 2 1.47 7.82 1.90 1"18 0.91
1 2 1.52 7.83 1.89 1.16 0.92
1 2 1.57 7.83 1.88 1.15 0.92
1 2 1.62 7.84 1.86 1.14 0.92
l 2 1.67 7.85 1.85 1.13 0,93
1 2 1"72 7.85 1.84 1.12 0.93
1 2 1.77 7.86 1.88 1.11 0.93
1 2 1.82 7.86 1.82 1.10 0.94
1 2 1.87 7.87 1.80 1.09 0.94
1 2 1.92 7.87 1.79 1.08 0.94
1 2 1.97 7.88 1.78 1.07 0.95
1 2 2.02 7.88 1.77 1.06 0"95
1 2 2.07 7.89 1.76 1.05 0.95
1 2 2.12 7.89 1.75 1.04 0.96
1 SeQ # I Reach # i Geg Mi | D.O. \ CBOD | NBOD | Flow |

'0
Facility Ocupp,;rx �Scu, / ) Wasteflow (MGD) ,10/L1(
Summer/Winter (circle one)
r+-
1
1
-4
-rt
5 u ,s = aa.5
10 I S aCi
NH3-N (mg/1)
Potential effluent limit combinations:
BOD5 NH3.N
Comments:_

MODEL RESULTS
SUMMER
SEAFOOD RESTAURANT RUN FOR
NBOD
Discharger � : CAPT'N 8TEVE`S SEAFOOD REST,
Receiving Stream : REEDY CREEK
The End D.O. is 7"88 mg/l.
The End CBOD is .53 mg/l.
The End NBOD is 1.28 mg/l.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) MiIepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 5.02 0.17 1
Reach 1 0.00 39"00 6.00 0.01400
Reach 2 0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Q i sc h ar g er d CAPT ' N STEVE ` S SEAFOOD RESSubb as i n a 030704
Receiving Stream : REEDY CREEK Stream Class's: C
Si.tmmer 7010 Winter 7010 n
Design Temperature: 25.
1 LENBTH 1 SLOPE' VELOCITY I DEPTH' Kd 1 Kd I Ka I Ka I KN 1 Ka I KNR 1 KNR
1 mile I ft/mil fps 1 ft 'design! H2O° 'design' a20° 'design' a20° Idesignl 220°
1 1 1 1 1 1 1 1 1 I 1 I
Segment 1 1 0.171 13.301 0.100 1 0.12 1 0.54 1 0.43 12.67 1 2.391 0.44 1 0.30 10.44 10.00
Reach 1 I 1 1 1 1 1 l I 1 1 1 I
1 1 1 1 1 1 I I 1 1 1 1
Segment 1 1 1.951 12.101 0.144 1 0.64 1 0.32 10.26 13.50 1 3.141 0.44 1 0.30 1 0.44 10.00
Reach 2 1 1 1 1 1. 1 I 1 1 1 I 1
I Flow I CBOD I NI3OD 1 D.O. I
1 c:f's 1 mg/1. 1 rng/7. 1 mg/1 1
Segment 1 Reach 1
Waste 1 0.022 I 0.000 )00 1 39.000 1 6.000
Head aters 1 0.000 1 2.000 1 1.000 1 7.440
Tributary 1 0.000 I P.000 1 1.000 1 7.440
* Runoff I 0.000 1 2.000 1 1.000 1 7.440
Segment 1 Reach 2
Waste I 0.000 ar:x0 1 0.000 I 0.000 1 0.000
Tributary 1 0.800 I 2.000 1 1.000 I 7.440
* Runoff 1 0.070 1 2.000 1 1.000 I 7.440
* Runoff flow is; in c:fs/mi 1e

ti w
SUMMER
SEAFOOD RESTAURANT RUN FOR
CBOD
MODEL RESULTS -----
Dichtrger CAPT' N STEVE'S SEAFOOD REST
Receiving Strum a REEDY CREEK
The End D.O. is 7.91 mg/I.
The End CE{OD is R.05 mg/1 .
The End N {OD is 0.70 mg/1 .
WLA WLA WLA
DO 111in CBOD NEED DO Waste F1c'w
(mg/1) Milepc'int Reach * (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 5 a'04 0.17 1
I
Reach 1 1 3P.00 0.00 6.00 00 0.01400
Reach a 0.00 0.00 0.00 0.00000

*** MODEL SUMMARY DATA ***
Segment 1 Reach
Waste
Headwaters!
Tributary I
* Runoff I
_:.schar•ger n CAl"'T' N TEVE' S SEAFOOD RES aubba<sir
Receiving Stream n REEDY CREEK Stream Cl assg
3c_flrm r 7010 n Winter 7010 n
Design Temperature n 25.
'LENGTH; SLOPEI VELOCITY 1 DEPTHI Kd I Kd I Ka I Ka I 'KN 1 KN I KNR 1 KNR 1
I mile 1 ft/mil fps 1 ft !design! SRO, ldesignl 3'H04 !design' H0° 'design! woo 1
Segment 1
Reach 1
1 ! 1 1 1 1 1 1 1 1 1 1 1
I 0.171 13.301 0.100 1 0.12 1 0.54 1 0.43 1 2.67 1 2.391 0.44 1 0.30 1 0.44 1 0.00 1
1 I 1 1 1 1 1 1 1 $ 1 1 1
1 1 1 1 1 1 1 1 1 1 1 $ 1
Segment 1 1 1.951 12.101 0.144 10.64 1 0.32 1 0.26 1 3.50 1 3.141 0.44 1 0.30 10.44 1 0.00 I
Reach P I 1 I 1 1 1 1 1 1 1 1 1 1
I Flow
1 cfs
1
0.022
0.000
0.000
0nC0c::)
Segment 1 Reach 2
Waste? I 0.000
Tributary I 0.2c:0
* Runoff I 0 ,. 070
I CBOD
I r cj 1
I 32.000
1 2. 000
1 2 a 000
I 2.000
I NBOD I D.O.I
I mg/1 1 mg/1 I
I 0.000 1 6a000
1 1.000 1 7.440
I 1.000 1 7.440
1 1.000 1 '7.440
0.000 I
2.000 1
2a()00 I
* Runoff f1caw is in cfs/mile
0.000 I
1.000 1
1.000 I
0.000
7.440
7.440
030704
C

DATE: October jgro }984
Trevor Clemments TO: SUBJECT: Wi- & 2S VLSI 40,J
Operations Branch -Engineering Section
Please re -run the attached wasteload allocation at the new
location as indicated on the revised map.
I will call you on the project tomorrow morning.
Thank you,
Jim Watson
JciJ
t 1-M & i4 1 LL RE-1 A -
s: North Carolina Department of Natural
Resources &Community Development

rest►bwif
CD
c
Facility Name:
Existing EiD Permit No.: Pipe No.: CO f County: litik"' dam sn
Proposed El
Design Capacity (MGD) : 1 °04 14Q) . Industrial (% of Flow) : "`-- Domestic (% of Flow) : (OO g,
Receiving Stream: UT Re Cree..- Class: C_ Sub -Basin: _ O2 O 7O H
Reference USGS Quad: 1) 17 N 7 (Please attach) Requestor: a `^ Wtd? V Regional Office W S IZb
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Engineer
TL
NPDES WASTE LOAD, ALLOCATION
�►ce S i e sect4oc, et_
• Date:
Date Rec. #
- 1 2 0/
Design Temp.:, Drainage Area: - 26-` Avg. Streamflow:.
7Q10:. CD'ds Winter 7Q10: 30Q2:
GO Location of D. O.minimum (miles below outfall) : Slope : �jp�
1, 0`7
Servi' es to Com
Velocity (fps) :
K1 (base e, per day , 20°C) :
K2 (base e, per day, 20°C) :
3k)•63
Effluent
Characteristics
Monthly
Average
Comments
Ng -A
,—
l -
:Do
5
_ "109
TsS
30
j9
--Cte C COr� t�
iDOIDO
((ac> 4
Original Allocation
Revised Allocation
Confirmation
0
0
Prepared By: ,'/1 .O_ -'1
Effluent
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
Reviewed By: VAIAXA Date:
`7-2.5.S`(

rex&MOIO
REQUEST NO. : 999
********************* WASTELOAD ALLOCATION APPROVAL FORM ******************M
1
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : 0.0 CFS
DRAINAGE AREA
•
IF .25
FIRESIDE SEAFOOD RESTAURANT
DOMESTIC
DAVIDSON
WINSTON-SALEM REQUESTOR
UT REEDY CREEK
W7010 : CFS
SO.MI.
RECEIVED
N.C. Dept. NRCD
JUL 19 1984
Divi-“J;
Environmental manage- *mit
Winston-Salem Reg. Office
JIM WATSON
SUBBASIN : 030704
3002 :
STREAM CLASS
C
CFS
************************ RECOMMENDED EFFLUENT LIMITS ************************
WASTEFLOW(S)
BOD-5
NH3-N
D.O.
PH
FECAL COLIFORM
TSS
(MGD) :
(MG/L) :
(MG/L)
(MG/L)
(SU)
(/100ML):
(MG/L)
.014 REVISED LIMITS MAY BE ATTRI-
30 BUTET' TO THE CHANGE IN LOCA-
TION SENT IN BY YOUR STAFF.
5
6-8.5
1000
30
/*
***************************************** **************************************
V/
FACILITY IS : PROPOSED ( ) EXISTING ( ) NEW ( )
LIMITS ARE : REVISION (V) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISORvMODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
•
_DATE
'ATE
.DA T E :
_DATE :

*** MODEL SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
•
•
.
.
•
FIRESIDE RESTAURANT
UT REEDY CREEK
0.0 CFS
25 DEGREES C.
SUBBASIN
STREAM CLASS:
WINTER 7010
WASTEFL.OW
030704
C
CFS
.014 MOD
1 LENGTH I SLOPE I VELOCITY !DEPTH I K1 1 Kn I SOD I K2 I NetF'S I
(MILES IFT/MI I FF'S I FT I /DAY 1 /DAY IMO/M?DI/DAY IMG/L/DI
SEGMENT 1
REACH .1
1 1 1
I 0.301182.001
I 1 1
1 1 1 1
0.100 10.12 11.07 1 0.00 I
1 1 1 1
1 1 1
0.01 36.531 0.001
1 1 1
ALL RATES ARE AT 25 DEGREES C.
*** INPUT DATA SUMMARY ***
FLOW 1 CBOD ! NBOD 1 D.O.
CFS 1 MG/L 1 MOIL 1 MC/L
SEGMENT
1 REACH 1
WASTE
HEADWATERS
TRIBUTARY
RUNOFF *
0.022 1122.000
0.000 1 0.000
0.000 1 0.000
0.000 1 0.000
0.000
0.000
0.000
0.000
6.000
0.000
0.000
0.000
* RUNOFF FLOW IS IN CFS/MILE

NPDES WASTE LOAD ALLOCATION
Engineer
Date Rec.
. r
#
-re....
12-21?-53199
Facility Name: F e-s/!�E SEf��Oado / FSTA&'RA.✓r-
o Existing a
c., Permit No.: Pipe No.: 00/
Proposed [ • OOQCo 4-
. Zr Design Capacity • '���' Industrial (% of Flo
Date: I2 -Z/-g3
County: 'DAVA s 0,1
Domestic (% of Flow) : "DC" %'
Receiving Stream: ti. /. iEFAEPY 6'6EA: (� fi Class Sub -Basin • 03"- ? — 611
o W ly ', / ,' /
eis
Reference USGS Quad: C�U OKA y (P1 e attach,) Re�.-stor• J M �(/�% �'� Regional Office thiQc-)
a�
(Guideline limitations, if applicable, are to be listed lb of this form.)
Design Temp • Jc Drainage Are . ' u�' Avg. Streamflow
7Q10: 0.0 C-:-s Winter 7Q10: " � 30Q2
of
Location of D.O.minimum (miles below outfall): Z`�� Slope•. Ce ^"
E Velocity (fps): K1 (base e, per day, 20°C): i' Z K2 (base e, per day, 20°C)• (6,(c
c.2
H
13.1
Effluent
Characteristics
Monthly
Average
Effluent
Charact tics
Monthly
Average
,.•-„.
Comments
Commerfts
-CeceS CclC
IDO6
/iooy 9
PR
6 gC
5L.)
Original Allocation
Revised Allocation
Confirmation
Prepared By:
L1
I
Date(s) of Revision(s)
(Please attach previous allocation)
Date: P"-Z'7'

MEMORANDUM
Tn ; J. Trevor C l emmen is , Mnde l e r
Operations Branch, Engineering Section
From: James O. Watson
Environmental Engineer, WSRO --"-
Subject: 'hastoload Allocation Approval Form
Fireside Seafood Restaurant
Davidson County
Attached please find a revised map indicating a different
location for the discharge at the above mentioned
restaurant. Please note that the flow should drain into a
UT to Reedy Creek as before, Steve Mauney feels this
location more clearly reflects the exact location.
Please check to see if subject limits will be changed in
any way, as this gentleman is going to be asked to upgrade
his system in accordance with same.
Thank you for your assistance.

REQUEST NO. : 999
********************* WASTEL.OAD ALLOCATION APPROVAL. FORM *********************
FACILITY NAME . FIRESIDE SEAFOOD RESTAURANT
TYPE OF WASTE DOMESTIC
COUNTY DAVIDSON
REGIONAL OFFICE WINSTON-SALEM REQI.IESTOR : JIM WATSON
RECEIVING STREAM UT REEDY CREEK SIJBSASTN : 030704
7010 : 0.0 CFS W7010 : CFS 3002 : CFS
DRAINAGE AREA : .'15 SL2.MI. STRF..AM CLASS :C
************************ RECOMMENDED EFFLUENT LIMITS ************************
WASTEFLOW(S) (MOD) : .0096
ROD-5 (MG/L) : 17
NH3-N (MG/L) : 5
D.O. (MG/L) : 6
PH (SU) : 6-8 . 5
FECAL COLIFORM (/100ML): 1000
TSS (MG/L) : 30
LIMITS ALSO APPLY TO WASTEFI..OW
OF .014 MGI'
********************************************************************************
FACILITY IS : PROPOSED ( ) EXISTING ( ) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE FREVIOUSI.Y ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISOR,MODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
DATE
i-25-%7
DATE :...r.._�

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Qw — ,00g. • 01w
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ete� ��st w,t1czi„c S (or
660 60e ,f113 U•0
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.014
es+- D A- = , Z tr
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a_
********** MODEL RESULTS **********
DISCHARGER ;FIRESIDE SEAFOOD RESTAURANT
RECEIVING STREAM :UT REEDY CREEK
**********************************************************************
THE END D.O. IS 5.38 MG/L
***********************************************************:**********
THE END CBOD IS 100.31 MG/L
**********************************************************************
THE END NBOD IS 0,00 MG/L
**********************************************************************
THE D.O. MIN. OF SEGMENT 1 IS 5.09 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.1
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 122 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D,O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.014 MGD
**********************************************************************