NC0020931_Wasteload Allocation_19880623

PERMIT NO.: ivcoo;0°3) NPDES WASTE LOAD ALLOCATION
FACILITY NAME: T wn 0-( R02�1 w/le-
Facility Status:
(circle one)
Permit Status: Air" NEW
(clecle 0")
Major
Pipe No:
Design .Capacity (MGD): a° a�nd�� a� NO
�rESed4y,
Domestic (X of Flow): 26
Industrial (X of Flow):
Comments:
kM.��_' C �°''`� �a I60�a a.�. FAO .w
IVING ST ER AM:
Class::
Sub -Basin:
Reference USGS Quad: Nd(please attach)
County:
Regional Office: As Fa Mo Ra Wa WI
(drsl* one)
r
Requested By: Date:
1
Prepared By: Qate: 1 a U
Reviewed By;
Modeler
Date Rec.
!, Z3 9,6
Drainage Area (m?) Avg. Streamflow (cis):
7Q10 (cfs) -Winter 7Q10 (cis) Z 30Q2 (cis)
Toxicity Limits: IWC - X (circle one) Acute / Chronic
Instream Monitoring:
6
Parameters �• i
Upstream Location LI-3f JC(/ (c ,�JrYA(d
Downstream Location 23L* 7
IJX Aj tl aj (,tdin
Effluent
Characteristics
Summer
Winter
BODs (mg/0
NHj N (mg/1)
_
D.O. (mg/1)
5
TSS (mg/0
00
F. Col. (/100ml)
1000
0 n
pH (SU)
A
-RPCC)rKM*xcL
v
5 ayJ

Permit Number
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Gubbasi `
County
Regional Off'ice
ReqLIE? stor
Dateof Request
- WASTELOAD ALLOCATION APPROVAL
: NC0020931
: TOWN OF BOONVILLE
: 70% DOMESTIC / 30% INDUSTRIAL
: EXISTING
: UT TANYARD CREEK
:C
Request No. :4720
M ----�������-----
N.C. Dept. NRCD
JUL
13 1983
bWsionof
Emnronimcnia|Managomnt
: YADKIN
Drainage
Area
(sin i)
: 0
41
: WSRO
Average
Flow
(cfs>
: 0.50
: LULA HARRIS
Summer
7010
: 6/23/88
Winter
7Q10
(cfs)
: 0.2
: C16NW
3002
(cfs>
: 0.20
------------.... ... ----------- RECOMMENDED EFFLUENT LIMITS ------------------------
:
SUMMER
WINTER
Wasteflow (mgd):
0.2
0.2
5-Day BOD (mg/l>:
30
30
Ammon a Nitrogen (mg/l):
Dissolved Oxygen (mg/l):
^'
3
TSS (mg/l>:
301
30
JUL
Fecal Coliform (#/100ml):
1000
1000
pH
:
:
---------------------------------
MONITORING ---------------------------------
Upstream (Y/N): Y Location: ABOVE DISCHARGE POINT
Downstream (Y/N>: Y Location: BELOW DISCHARGE AT SR 1367
---------------- �---------------- COMMENTS ----------------------------------
���
RECOMMEND MOG NITORINFOR FECAL COLIFORM, TEMPERATURE, AND CONDUCTIVITY^���w~
FREQUENCY: WEEKLY FOR SUMMER (APR-OCT) AND MONTHLY FOR WINTER (NOV-MAR)
RECOMMEND MONITORING FOR MBAS AND OIL & GREASE
THE REGJON INFORMS THAT THERE MAY BE GAS STATION AND LAUNDERETTE WASTE
^�m -� '
=c� u�«j&C*tU� To?�{j/�yr�,J���
. u
Recommended by Date
Reviewed by:
��[ech. Support Superviso
-�r
Regional Supervisor|
Permits & Engineering
Date �-�� m@
__________
Date
�---f5�`e
AUG� � ����
��_� �� ����
--.......... ......... ..... .... ........__.

Facility Name j VM 0 Permit # NC00 a 09,31
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at.no time exhibit chronic toxicity using test procedures outlined in:-
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *February 1987) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is % (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform agarter 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 JRr'y, A x, _ 10L,, OAT _ . 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 entered 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: Technical Services 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/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 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 minimum
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 a failure of permit condition.
7Q10 .015 cfs
Permited Flow b . vZ MGD
IWC% 91
Basin & Sub -basin
Receiving Stream G1T Tan yard Cr.
County V1405I
Recommended by:
Date
**Chronic Toxicity'(Ceriodaphnia) P/F at $1 %,,,T" Ame1r_T , See Part,3 , Condition -h--.

Facility Name f Qwn 0i J )(1r m'1 4 '& _ Permit #
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at. no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *February 1987) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is & 7 % (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform quarier monitoring using this procedure to establish
compliance with the permit condition. The fast test will be performed after thirty days from
issuance of this permit during the months of _ire 'r1.� Or . Effluent
sampling for this testing shall be performed at the N�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 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: Technical Services 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 cherricallphysical 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 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 minimum
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 a failure of permit condition.
7Q10 .0-15 cfs
Permited Flow : 1 MGD Recommended by:
IWC% Lb 7
Basin & Sub -basin
Receiving Stream l O11ti
County VADt� iN Date I Lo
**Chronic Toxicity (Ceriodaphnia) P/F at b %% /n T ar. Zjj Ot , See Part , Condition .

�w 'en o rk Y,'I l e tUU)TP
nu).: 0, ROM cl '107a Uom9-4t('-
C K15+i n L.; wu-fs: SuwtrMr W; KtkA
BOp5(n,-l)
1� Ns 4
Do
M � I
VA-- p.41 yta a
iCAA = 6.60 a-5
7ny= a .o7ir c-& '
7%w=o.aocrs
-qm2z a.ao c6
Cv
c m5
7-13-88
03, r)o a,
J- TjoAX6-fay cTkL 4-ij :5a.cd
qAa,` �fh e l�Y�c,�°i-v� o � �LkrJvss a D C'oYx�kr is f �i '
�G �a J bud ugXG hccc d 5&YW 91 l6
V
Vy1,(3,45

T lt.2. ntoobJ rur- vu. j". '8 7
oldiv (eve l a TA-O- CB00 LA -pub
4v :�- /0�0 T�dust �.D
-gv D. ,� mid uva 5 �
c,ct25 I/5 my/l —
ttewev itwI 8 (Actor) (,V7.1,,L
,`vr �S� vuorf-e l - T us.�.� � �a�c� �xp�fs .�-icC� p-� C�a� = cs�►� �I
aL 44�.A u,)06�j
385

n5 fil cC
vps�
I��cvx��n
00--b
`Temp
I!
/3
I/
Y99
9
I1
9
�lv
i
15
yg
-�
13
> -7
3 1�
y9l
17
�°g'1
17
7 /(o
yg7
14f
JS
/5 /5
Yoh
Ito
r
i7
/0
Y97
Iq
ry
1s l�
�/g7
-�/8'7
J
rc.o
3 I

SUMMER
NEW MODEL RUN
TO ENSURE
rXlST
LIMITS WILL PROTECT
WQ
---------
MODEL
RESULTS ----------
Discharger
:
TOWN OF BOONVILLE
Receiving Stream :
UT TANYARD
CREEK
-----------
____________________________________________________________
The End
D.O.
is 5.58
mg/l.
The End
CBOD
is 13.89
mg/l.
The End
_____________________________________________________________________
NBOD
is 17.29
mg/l.
WLA
Wit A
WLA
DO Min
CBOD
NBOD
DO Wa=te
Fln�
(mg/l)
_
Milepoint
________
Reach
_______
# (mg/1)
____
(mg/l)
____
(mg/l)
__ ... ............
(mgd>
....... ........ ... _
Segment
1
5.48
0.00
1
Reach
1
60.00
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

Di¢-&tr-.,: i w'TOWN Cell B#:.ONV1.1._1 f c.,;tt}bassiri 03(}7(.2
......._. ... 7 t.. C.. sa rF: UT T f-'1N'. A F.D f.., .. I._+.... .. ;, r'- c, ri r'Fi
t: Uairrfe,r- 7@10 « 0.(.}75 Wa.ii"tv--,r• 7Q10 0«2
E? r"i ].g Yl .t? F7i p C't i" a '' t..t t- E'.: i.' •":i ..
...Hi:T!'; .{ELOi;#iYI JEl3T1:: i:d i itd I lS8 � K2 1 04 i K+ I KHR i . .
ije . tt1,r,.i! fps 't Ne:ign! 2201 ldesiom Z20{{4 lde§ign! H01 idesign! HO' 1
-----------------------------------------------------------------------------------------------------
me t 1 0.301 91.001 0.279 0.31 i 0.94 0.75 151.03 1 45.771 0.73 0.50 0.73 0.00 1
I
Segment 1 ! 1 {1 ( 1 1 `;I ! .4` f 1 1 7f ; 1 01. c,' ! f0 � i
Ci72 Reach 1.3tJI 43,3�.i J.1YL i 4.43' i ii..;� . U � 116.4? c 4,i f�. 3 f ,,if 3 (i.C1v i
i
-----------------------------------------------------------------------------------------------------
} f I I 7 I F ! 1 I
3egeent 1 1 0.641 13.301 0.145 0.63 1 10.33 1 0.36 1 3.33 1 3.431 0.44 l 0.30 l 0.44 F 0.00 l
Reach 3 i 9
---------------------_.----------------------------------------------.---------------------------------
i
CB O D
i si I t i..f D, i
D. 0 ., 1
1 c:� c�:.
1 rri(;3 f� J.
{"Fi(:3 � ��. '•
Frig f� !. 1
;.eta g pl e r-1 t i
c Cl6di t'=r"cY
i �_} } %:
1 C'y,.00(,} 1
:w «(.}i}(} 1
t«l{[i(..}
..}.. r" ?l..t 't : s t...�
i f 3 . f, }( jf_}
i C.� .. f�}!"t(.f .
« i•_l f"ii�.i !
..:s.4 ("'1'i
1�..l.J
3' i..(itof .Y
It
1 t:i«t}F.0
i 2"i•»ii. C
1 .. 000
S fy-1 ri t 1. l F_?r.' C' l i 2
=kcyF
., (0
_,_,
,}}i
{.}.(-I �-.'t.-..?.
i" .l 11 l.t' : e'. i'"'j'
1 (_} « 130 i
E... }_}(..1(..} i
I
.. 1_1 ..'f..1
lw:t..trir_+
(:} .:160 1
2 .. o0}
44f;)
itsai—.:.;t•?
1 (.}.t..}(}0 1
(>«(:;}(::}t:} 1
(.}
(;}00 1
C) i}00
l"i :f:Ji{�"i�i'.
i fs«t.}(}(_} i
2. '•7f.);' 1•
1
«t:ii:ii"i
`;�+,L}i:{.(_}
?( Rt_mr: f f'
. 0 ...1. 60 1
2. r }(.}0 1
I
« OC}r y 1
.. & .;.f._}
•}I:• l='•'t..tr"iC, f f f 1. (:: bJ i r: i i"i C -fS Fit s :1 e

MR
|
|
Seg #
1 Reach #
| Seg Mi |
D.O. |
CBOD
1
1
0.00
5.48
48.70
1
1
0.03
5.72
48.22
1
1
0.06
5 91
47.75
1
1
0.09
6.04
47.28
1
1
0.12
6.14
46.81
1
0.15
6.22
46.36
1
1
0.18
6.28
45.90
1
1
0.21
6.32
45.46
1
1
0.24
6.36
45.01
1
1
0'27
6.40
44.57
1
1
0.30
6.42
44 14
1
2
0.30
6.67
33.80
1
2
0'40
6.03
32.33
1
2
0.50
5.72
30.94
1
2
0.60
! .60
29.64
1
2
0.70
5.58
28.42
1
2
0.80
5.63
27.27
1
2
0.90
5.70
26.18
2
1.00
5.79
25'15
1
2
1.10
5.88
24.18
1
2
1.20
5.97
23.27
1
2
1.30
6.06
22.40
1
2
1.40
6.15
21.57
1
2
1.50
6.24
20.79
1
2
1.60
6.32
20.04
1
2
1.70
6.40
19.33
1
2
1.80
6.47
18.AA
1
2
1.90
6.54
18.02
1
2
2.00
6.61
17.40
�
2
.10
6.67
16 82
�
3
2.10
6.67
16.82
1
3
2.18
6.41
16 41
/
3
2.26
6.19
16.01
l
3
2.34
6.02
15.63
1
3
2.42
5.88
15.25
1
3
2.50
5.77
14.90
1
3
2.58
5.69
14.55
1
3
2.66
5.63
14.21
J.
3
2.74
5.58
13.89
Seg # |
Reach # |
Seg Mi |
D.O. (
CBOD 1
SUMMER
NEW MODEL RUN TO ENSURE EXIS
LIMITS WILL PROTECT WQ
1 NBOD
| Flow �
72.66
0.39
72,04
0.39
71.42
0.39
70.80
0.39
70.20
0.39
69.60
0.39
69.00
0.39
68.41
0.40
67.83
0.40
67.25
0.40
66.68
0.40
50.57
0.53
47.98
0.55
45.57
0.56
43.31
0.58
41.19
0.59
39 21
0.61
37.35
0.63
35.60
-.64
33.95
0.66
32.40
0.67
30.94
0.69
29.56
0.71
28.26
0.72
27.03
0.74
25 86
0.75
P4.76
0.77
23.71
0.79
22.72
0.80
21.78
0.82
21.78
().82
21.14
0.83
20.53
0.84
19.94
0.86
19.37
0.87
18.83
0.88
18.30
0 89
17.79
0.91
17.29
0.92
NBOD |
Flow |

' ~
-^
WINTER
NEW MODEL RLN TO ENSURE
EXIST
LIMITS WILL
PROTECT
WQ
----------
MODEL
RESULTS -----------
TOWN OF BOONVILLE
Receiving Stream
:
UT TANYARD
CREEK
______________________________________________________________________
The End D.O.
is
8.63
mg/l.
The End CBOD
is
15.01
mg/l.
The End NBOD
______________________________________________________________________
is
21.98
mg/l.
WLA
WLA
WLA
DO
Min
CBOD
NBOD
DO
Waste F-o�-
(mg/l)
Milepoint
Reach
# (mg/l)
(mg/l)
(mg/l)
(mgd)
Segment 1
______
5.46
_________
0.00
_______
1
____
____
__
-----------
Reach 1
60.00
90.00
3.00
0.20000
Reach 2
0.00
0.00
0.00
0.00000
Reach 3
0.00
0'00
0.00
0.00000