NC0064726_Wasteload Allocation_19871124

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit:
NC0064726
East Bend Industrial Park WWTP
Document Type:
Permit Issuance
?'
Wasteload Allocation
~••;. Y�-4Ati+.V'r. :esv.;... ua•WrrrriG'''''
Authorization to Construct (AtC)
Permit Modification
Complete File
- Historical
Correspondence
Instream Assessment (67b)
Environmental Assessment (EA)
Permit
History
Document Date:
November 24, 1987
Miss document is printed on reuse paper - ignore any
content on the rev-erse side

- 04
DIVISION OF ENVIRONMENTAL MANAGEMENT
November 24, 1987
MEMORANDUM
TO: Larry Coble
THRU: Trevor Clements
Steve Tedder
FROM: David Vogt
SUBJECT: Proposed WLA for John S. Clarke
I believe that it is time for DEM to resolve the issue of whether
or not to grant a NPDES permit to John S. Clarke. There seems to be
two major points of controversy in regard to allowing them to discharge
into a u.t. of the Yadkin River. These are:
1) Where the discharge site will be located.
2) Whether or not there is actual flow for a designated discharge
site.
Regarding item 1, the Region sent a letter and map to Permits on
9-3-87 (Appendices A.1 and A.2) describing the point of discharge. I
secured low -flow statistics for this site on 10-9-87. These are:
DA = 0.18 square miles
S7Q10 = 0.0 cfs
30Q2 = 0.07 cfs
Under existing DEM procedure, a discharge at this site would be granted
5 mg/1 BOD5 and 2 mg/1 NH3-N limits. However, the consultant for John
S. Clarke, Ralph Owens of Municipal Engineering in Raleigh, insists
that this site is incorrect. He states that the original site submitted
in April of 1986 (Appendices B.1 and B.2) is correct.
The issue is further complicated by the fact that the Region did
a field survey of the original site in June of 1986. Upon completion
of the survey, a letter was sent to Meg Kerr stating that the drainage
area used by USGS to calculate flows was incorrect (Appendix C.1). It
appears that USGS had estimated 0.36 square miles while the Region had
estimated 0.28 square miles. Also included was a map depicting the
drainage area that the Region felt was correct (Appendix C.2). I
recently had USGS recalculate the drainage area and flows for this
site using the map sent by the Region. These are compared with the
original USGS statistics:
Estimates done on 11-19-87
DA =0.312 square miles
S7Q10=0.051 cfs
30Q2 =0.129 cfs
Original Estimates
DA = 0.357 square miles
S7Q10 = 0.058 cfs
30Q2 = 0.148 cfs

In this case the secondary limits given under the original WLA would
still apply.
Furthermore, regardless of whether the discharge site is upstream
or downstream of the dragstrip, it is my understanding that the Region
feels that there is no flow at either site during low -flow conditions.
Although I appreciate the Region's concern about approving a discharge
to a zero -flow stream, DEM is required to use USGS low -flow statistics
for evaluating limits. These statistics, however, can be amended if
it can be documented that they are not representative of actual stream
conditions. I have enclosed a copy of the procedure for proposing an
amendment to flows at a discharge site (Appendix D).
In conclusion, it is my recommendation that the Region satisfy
itself that the actual discharge site is the location that Mr. Owens
proposes and that it approve the secondary limits for this site. If
the Region is going to investigate the accuracy of the USGS estimates
for this site, then I further recommend that it ask that a reopener be
put in the permit so that the limits can be changed if a zero -flow
situation and water quality violations are documented.
If I can provide further assistance in this matter, please contact
me at [phone] (ext. 161).
Sincerely,
J. David Vogt
Environmental Modeler II,
Technical Services, Raleigh

:'`••�ATf DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
Date /I/I9/7
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United States Department of the Interior
GEOLOGICAL SURVEY
Post Office Box 2857
Raleigh, North Carolina 27602
November 17, 1987
Mr. Ralph F. Owens
Municipal Engineering Services
Post Office Box 97
Garner, North Carolina 27629
Dear Sir:
This is in reply to your letter of November 5, 1987, requesting low flow
statistics on an unnamed tributary to the Yadkin River near East Bend, N.C.
(station number 0211515052).
Attached is a copy of the form "Request for Water -Supply Statistics", which
shows our estimates for the minimum 7-day, 10•year (7Q10) and 30-day, 2-year
(30Q2) discharges at the site you requested. Also attached is a map showing
the site location and the outline of the drainage area for the site.
The estimates shown on the request form are for natural conditions (excludes
effects of possible unknown diversions or withdrawals upstream) and are the
best estimates that we can provide at this time. If you have any questions
about these estimates, please call Ed Simmons or me.
Sincerely yours,
Zwt.
Gerald L. Giese
Hydrologist
RLM/rpl
Enclosures
cc: Bob Meikle
David Vogt, NRCD
John Morris, NRCD

aW
p !DEPARTMENT OF NATURAL RESOURCES & COMMUNITY DEVELOPMENT
Date l / 7
Tolv‘,1 C,t ✓Y`
MEMO: To I rc vo
Subject
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State of .North Carolina
Department of Natural Resources and Community Development
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Governor
S. Thomas Rhodes, Secretary October 1, 1987 Pee
Mr. Charles S. Mashburn
County Manager
P.O. Box 146
Yadkinville, North Carolina 27055
Dear Mr. Mashburn:
R. Paul Wilms
Director
TF� y�Cj ����
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SFRk >
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�44ch
SUBJECT: NPDES Permit NC0064726
Yadkin County East Bend Industrial Park
formerly John S. Clark Company
Yadkin County
On August 24, 1987, you requested that the subject permit be reissued in the
name of Yadkin County. A review of the permit file revealed that the effluent
limitations in the permit were for a discharge point located below the confluence of
two unnamed tributaries. This point is located approximately 1200 feet below the
dragstrip. Plans submitted, in conjunction with the name change, shows a proposed
point of discharge to the unnamed tributary above the dragstrip. If it is the
County's wish to discharge at this point, you will be required to meet more
stringent limitations as shown on the attached proposed effluent sheets B-1 and
B-2. If the County discharges below the confluence of the two unnamed tributaries
the existing permit limits (Sheet A) would apply. Attached is a proposed reissued
permit which contains revised effluent limitation pages reflecting the appropriate
limits, depending on the point of discharge.
If the County agrees to discharge at the confluence of the two tributaries
(about 1200 feet downstream from the dragstrip) the permit will be immediately
reissued in the County's name with effluent limits contained on Sheet A. If the
County chooses to discharge at the upstream point and agrees to provide treatment
works to produce the effluent limits shown on Sheet B-1 (Summer) and B-2 (Winter),
the permit will immediately be reissued in the County's name.
Continued...
Pollution Prevention Pays
P.O Box 27687, Raleigh, North Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

Page Two
Mr. Charles S. Mashburn
If the County does not agree to either of the options then the Division must
renotice the permit application prior to reissuance. The Division will need a
written decision on the question of location and effluent limits prior to making a
final decision in this matter. Mr. Larry Coble, Regional Supervisor from the
Winston-Salem Regional Office, has hand delivered this letter so that he could fully
explain the options available to the County. He should be able to =.swer any
questions you may have.
R. Paul Wilms
cc: Environmental Protection Agency
Technical Services ✓
Winston-Salem Regional Office

PERMIT NO.:
NCOO G 72‘
FACILITY NAME
J'oL.\ S . (Ace rk
Facility Status: EXISTING
(circle one)
Permit Status: RENEWAL MODIFICATION
Major Minor
(circle one)
Pipe No•
ba 1
Design Capacity (MGD)•
Domestic (% of Flow). 10 0
Industrial (% of Flow).
Comments:
0 .010
NPDES WASTE LOAD ALLOCATION
UNPERMI TED
RECEIVING STREAM: itt ` b tea-4CA
Class -
Sub -Basin- 0 3 - O 'I ` U
Reference USGS Quald• C- 17
f
County-
Regional Office:
larch, one)
Requested By:
Prepared By -
Reviewed By:
As Fa
k ve{`
(please attach)
Mo Ra Wa Wi
02 g
Date-
Date- g---//-$7
Date: -- ( r
Modeler
Date Rec.
# •
�'V
'?/tof q 7
2833
Drainage Area (mil) 0 • 1 if Avg. Streamflow (cfs)-
7Q10 (cfs) 0 Winter 7Q10 (cfs)
Toxicity Limits: IWC
Instream Monitoring:
Parameters
Upstream
teen?)
Location
30Q2 (cfs) . O 7
% (circle one) Acute / Chronic
Downstream ___. ✓ Location ... 1.ie 1.4± C foSSeS
4.1.417pa,r) no4.4 CeiG-f-pits. C F otaceJa4lu.
do,../.1s1 PCc✓rrl of- ew
Effluent
Characteristics
Summer
Winter
BOD5 (mg/I)
J
/0
NH3 N (mg/1)
2
T
D.O. (mg/1)
50=,
S
TSS (mg/1)
30
30
F. Col. (/100m1)
( oo©
/coo
pH (SU)
(' -9
to-7
Comments-

A 4
--------------------- WASTELOAD ALLOCATION APPROVAL FORM
Request No. :2��
Permit Number : NC0064726
Facility Name : JOHN S CLARKE CO.
Type of Waste : DOMESTIC
Status : PROPOSED
Receiving Stream : UT TO YADKIN RIVER
Stream Class : WS III
Subbasin : 030702
County : YADKIN D r a i n a g A Area ( s q mi)
Regional Office : WINSTON-SALEM Average Flow (cfs) :
Requestor : P. WILMS Summer 7010 (cfs) : ;.O
Date of Request : 9-10-87 Winter 7010 (cfs) :
Quad ' : C 17 NW 30Q2 (cfs) : o'c''
RECOMMENDED EFFLUENT LIMITS
: SUMMER WINTER
Wasteflow 0,010 0.010
5-Day BOD 5 10
Ammonia Nitroge7l
(mg/l): 2 4
Dissolved Oxygen (Mg/1): 6 5
TSS (mp/l): 30 30
Fecal Coliform /0/100ml}: 1000 1000
pH (SU): 6-9 6-9
Upstream (Y/N): N
Downstream (Y/N>: Y
:
Location:
Location:
at" y e a- �'
RECOMMEND DOWNSTREAM MONITORING FOR TEMPERATURE, DO
Recommended by __
Reviewed b`'`
Tech. Support Supervisor _
9�nipra` 5���e�^�scr
Permits & Engineer�.
Water QuaIitv Section Chin[
RETURN TO TECHNICAL SERVICES ,

•
NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND
COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
Winston-Salem Regional Office
September 3, 1987
MEMORANDUM
TO:
THRU:
THRU:
FROM:
SUBJECT:
Mack Wiggins
Permits and Engineering
Larry Coble
Regional Supervisor
Steve Mauney
Water Quality Supervisor
Jim Johnston k�
Environments 1" 1'hemist II
NPDES Permit Application
NPDES Permit No. NC0064726
East Bend Industrial Park
Yadkin County
rx L.F.
4 �,
•! ttr
VG*
A copy of the map that was attached to the staff report
completed January 7, 1987, has been attached for your review.
On this map is the longitude and latitude that the requested
waste load was run. Attached are two waste load sheets with
WSRO comments. It was our understanding that the waste loads
had been run at the requested points by this Office.
A new map has been attached which marks the spot where
the Winston-Salem Regional Office understands that the
permitted discharge is located. The new map has the
longitide and latitude marked on it.
This Office does not feel that it can recommend( the
transfer of the permit until a wasteload has been run at the
designated point of discharge.
If you should have any questions concerning this matter
please do not hesitate to contact this Office.
cc: WSRO
Central Files

•
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REGIONAL OFFICE
Facility Name:
Existing Q
Proposed
NPDES WASTE LOAD ALLOCATION
�J o rt S• o`" c
Permit No.: Ai oo G y-7 a v
. 0 :, v
Design Capacity (MGD) : O' O '0 Industrial (% of Flow) : Domestic (% of Flow) : / o o
Pipe No.:
Engineer
Date Rec.
-cflJ
DO
County:
33a9
el?t6.)
Date G -.2 6
Receiving Stream: %c "T Y.,1k; n i n Class: LJ J ` Sub -Basin: O 3 0 7 O a
Reference USGS Quad: _ / -7 "L (Please attach)
Requestor:
LI JO CJ
Regional Office C�J S A C'
(Guideline limitations, if applicable, are to be listed on the back of this form.)
6
Design Imp.: 02' C_
7Q10 (cfs) d,o$-s-
Drainage Area (mil) : a . 3( • Avg. Streamflow (cfs) : Q .if
Winter 7Q10 (cfs)
Location of D.O. minimum (miles below outfall): 6.0 7
Velocity (fps):
30Q2 (cfs)
Slope (fpm)
Kl (base e, per day) : 0 . (oS K2 (base e. per day) : q • L
p. to m4a
Effluent
Characteristics
Monthly
Average
Comments
s
ads
<302
/,-3)
sr&_ \
s
.
,
ss
3a
/L-,
.1_,. S cot furry,
moo
DO Al
L.6-7....
ell
Comments:
d. o2.o rrl6-D
L-8Y
Effluent I
Characteristics
;'onthly
Lverage
Comments
CPD.D
3o /h /L
24 c._
%s s
(30 l—
-e. CJ Co,-4d rin
/a o i oo
Me -
4,- s s. u .
Pei
Reviewed By:
Date : q'l/a, /(�

m
^
/
Request No. : 3134
/A/"x
WASTELOAD ALLOCATION APPROVAL FORM ---------------------
Facility Name : JOHN S. CLARK COMPANY
Type of Waste : DOMESTIC
Status : PROPOSED
Receiving Stream : UT TO YADKIN RIVER
Stream Class : C
Subbasin : 030702
County : YADKIN
Regional Office : WINSTON-SALEM Drainage Area (sq mi) : 0.36
Requestor : L. CREECH Summer 7010 (cfs) : 0.055
Date of Request : 6-26-86 Winter 7010 (cfs) :
Quad : C 17 NW Average Flow (cfs) : 0.4
------------------------- RECOMMENDED EFFLUENT LIMITS
Y) (CAB)
:
Wasteflow (mgd): 0.010 0.020
5-Day BOD (mg/l): 30 30
Ammonia Nitrogen (mg/l):
Dissolved Oxygen (mg/l): 5 5
TSS (mg/1): 30 30
Fecal Coliform (#/100ml): 1000 1000
pH (SU): 6-9 6-9
:
:
:
------------------------------ COMMENTS -----------------------------------
till
Recommended by _
Reviewed by:
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering
Date 7~ ���
�� ~ &«��
Date OF he_�
Date
�
Date __�

NORTH CAROLINA DEPARTMENT OF NATURAL RESOURCES AND COMMUNITY DEVELOPMENT
DIVISION OF ENVIRONMENTAL MANAGEMENT
Winston-Salem Regional Office
June 5, 1986
MEMORANDUM
TO: Meg Kerr
Tech. Services
THROUGH: Steve Mauney
WSRO
FROM: Jim Johnston =`
WSRO
SUBJECT: Discharge Point for John S. Clarke Co.
East Bend
Yadkin County
Meg, Steve and I took another look at the site yesterday (June 4,
1986). We have attached a map of the drainage area (red area with black
tick marks). This is the area USGS gave the proposed flow. We do not
believe this area will meet the requirements for flow.
Mr. Henning indicated they believed they could obtain a right-of-
way from the owner of the drive in theater without any problem. I
have marked an X on the creek where his property ends. If you will
check to see if this area will meet the requirements for flow and let
Steve Mauney or myself know we would appreciate it.
If you need further information please call.
JJ/cm
cc: WSRO
J W 6 - 986
TECKNIUkL

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Facility Name:
Existing
Proposed
NPDES WASTE LOAD ALLOCATION
oA,t S- CAadt k C14)
Engineer
f Date Rec.
#
.STG
_ 111Laeb
�.835
Date `•,,� "�%
Permit No.: Ncao b g?a( Pipe No.: V n r County: YQd F;/1
02 0
Design Capacity (MGD) : d• 0 I b Industrial (% of Flow) : 0 Domestic (% of Flow) : / Q
0
(5i)
Receiving Stream: IA T % ki n R :at f Class:
1T
Sub -Basin: O 3 - d 7 -O
Reference USGS Quad: (P...('7 Al(A) (Please attach) Requestor: 4$a C/`QR.t.� Regional Office 14)5R 0
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design amp.:
7Q10 (cfs) 0 . 1
a
Drainage Area (mil) : D , ? 3
Winter 7Q10 (cfs)
Location of D.O. minimum (miles below outfall): 0
Velocity (fps) : 0 + /o
Kl (base e, per day):
o.`r
Avg_ Streamflow (cfs):
30Q2 (cfs)
Slope (fpm)3 , f
/. 0
K2 (base e. per day):
Effluent
Characteristics
Monthly
Average
Comments
s-r ND
3o A,
/—
Do v
s'
l._
,
TS5
3a m
it--
,
4-f
S�
p
COL
f
i-8Y
Effluent = :"onthly
Characteristics [ .verage
Comments
Comments: 1IScl. ( Pou.4i- Is -&• L-Iow C-ruS(Jcc.cf.. e4 a. 1.4.
r;bu-%ar, e s , e_
'ocw�f(M.. bT 'ese I-rJou4a-tics is ap�tokl.
izoo - ea c cr , s"f Pea,44. �✓o,x f-Pa o� Pa S1 i'f (o� -c � a44. r 47
use' oti+sike of g-c 1" i3eJ V /
Reviewed By: -- Z p / 04 Date:

Reouest No.
.
--------------------- WASTELOAD ALLOCATION APPROYAL FORM
� 287 ~J�
facility Name
Type Of Waste
Receiving Stream
Stream Class
Sub basin
County
Regional Office
Remuestor
Drainage Area (se
7Q1O (cfs)
Winter 7010 (cfs)
3002 (cfs)
� JOHN S. CLARK CO~
� DOMESTIC
� UT TO YADKIN RIVER
� A -II
1 O3-O7-02
1 YADKIN
� WINSTON-SALEM
� L. CREECH
mi) 0.36
� 0.059
�
�
'--------------- RECOMMENDED EFFLUENT LIMITS
Wasteflow (mgd)/ | 0^010
5-Day BOD 01/1) 30
Dissolved Oxygen (mg/l)| 5
PH (SU) 1 6-9
Fecal Coliform 1/100ml>: 1000
TSS (mg/1) 3�
_
COMMENTS
THIS DISCHARGE WAS RECENTLY DENIED UNDER THE CURRENT
ZERO -FLOW POLICY~ HOWEVER, APPLICANT HAS AGREED TO
MOVE THE POINT OF DISCHARGE DOWNSTREAM TO A LOCATION
WHERE THERE IS STREAMFLOW (AS ESTIMATED BY
THEREFORE, THE ABOVE LIMITS ARE NOW SUBMITTED FOR
APPROVAL,
|
RECEIVED
NJC, Dept. NRCD
MAY 12 086
�
----
notEli
FACILITY IS PR POSED ( EXISTING ( ) NEW ( )
LIMITS ARE ; REVISION ( W? CONFIRMATION ( ) OF THOSE PRFVIOUSLY
-
RECOMMENDED BY: 2ATF�
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Acv1cwcu o/, v
SUPERVISOR, TECH^ SUPPORT
REGIONAL SBPERVTKPERMITS MAIAS
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Reouest No. 2835~A
Facility Name
Type Of Waste
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Reouestcr
Drainage Area (so mi)
7010 (cfs)
Winter 7010 (cfs)
30Q2 (cfs)
WASTELOAD ALLOCATION APPROVAL FORM --------------------'
JOHN S. CLARK CO.
DOMESTIC
UT TO YADKIN RIVER
A -II
O3-O7-O2
YADKIN
WINSTOM-SALEM
L, CREECH
O
------------------------- RECOMMENDED EFFLUENT LIMIT�
Wasteflow (mgd) 0^0111.
COMMENTS
PROPOSED DISCHARGER TO ZERO -FLOW STREAh,
RECOMMMEND NO DISCHARGE,
--------------------------
FACILITY IS : PROPOSED ( ~') EXISTING ( ) NEW ( )
LIMITS ARE 1 REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
RECOMMENDED BY:
REVIEWED BY�
SUPERVISOR, TECH. SUPPORT
REGIONAL SUPERVISOR'
PERMITS MANAGER
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