NC0020338_Speculative Limits_19951026

NPDES DOCUMENT SCANNING COVER SHEET
NC0020338
Yadkinville WWTP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Speculative Limits
.yY1
Correspondence
Instream Assessment
(67B)
Environmental
Assessment (EA)
Permit
History
Document Date:
October 26, 1995
This document is printed on reuse paper - igiore any
contest on the reYer- se sgide

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
October 26,1995
Larry W. Adams, Town Manager
P. O. Drawer 816
Yadkinville, NC 27055
77,A
.„....y,
E)EHNR
Subject Speculative limits
NPDES Permit No. NC0020338
Yadkinville WWTP
Yadkin County
Dear Mr. Adams,
Your request for speculative effluent limits for the proposed expansion of the
Yadkinville WWTP to either 3.0 MGD or 3.5 MGD has been completed by the Technical
Support Branch. In order to receive final permit limits, a formal application will have to be
submitted to the Division's Permit and Engineering Unit.
Flow estimates for North Deep Creek at the discharge site have been updated since
your request for 1.15 MGD speculative limits in 1994. The updated flow estimates are
based on data collected at a USGS low flow partial record (LFPR) station located just
upstream of the discharge. The previous flow calculations did not incorporate the LFPR
station data. The following updated estimates should be considered a better representation
of the flow at the Yadkinville discharge site:
Drainage area (mi2) = 35.9
Average flow (cfs) = 35.9
Summer 7Q10 (cfs) = 3.9
Winter 7Q10 (cfs) = 10.0
30Q2 (cfs) = 12.3
The tentative limits for conventional constituents are:
Summer Winter
Waste flow (MGD) 3.0 3.0
BOD5 (mg/L) 30.0 30.0
NH3-N (mg/L) 2.0 5.2
D. O. (mg/L) 5.0 no limit
TSS (mg/L) 30.0 30.0
Fecal coliform (#/100 mL) 200 200
Residual chlorine (mg/L) 28.0 28.0
pH (S. U.) 6-9 6-9
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Summer Winter
Waste flow (MGD) 3.5 3.5
BOD5 (mg/L) 30.0 30.0
NH3-N (mg/L) 2.0 4.7
D. O. (mg/L) 5.0 no liznit
TSS (mg/L) 30.0 30.0
Fecal conform (#/100 mL) 200 200
Residual chlorine (mg/L) 28.0 28.0
pH (S. U.) 6-9 6-9
Under current Division of Environmental Management (DEM) procedure, chlorine
limits are now recommended for all new or expanding dischargers proposing the use of
chlorine for disinfection. An acceptable level of chlorine in your effluent is 28 ug/L to
ensure protection against acute toxicity.
The instream waste concentration at 3.0 MGD is 54%, and 58% at 3.5 MGD. A
chronic toxicity testing requirement will remain a condition of the NPDES permit. A
complete evaluation of limits and monitoring requirements for metals and other toxicants
will be addressed with the formal NPDES application. Note that effective September 1,
1994 the classification for North Deep Creek from SR 1605 to Deep Creek has been
changed from "C" to "WS-IV". This change in classification may have an effect on metals
and other toxicant limits. For example, the instream standard for nickel is 88 ug/L in "C"
waters and 25 ug/L in water supply waters.
DEM is planning a basinwide water quality management initiative. Our schedule
for implementation in the Yadkin River basin is set for 1999. The plan will attempt to
address all sources of point and nonpoint pollutants where deemed necessary to protect or
restore water quality standards. In addressing interaction of sources, wasteload allocations
may be affected. Those facilities that already have committed to high levels of treatment
technology are least likely to be affected.
Please be advised that response to this request does not guarantee that the Division
will issue an NPDES permit to discharge treated wastewater into these receiving waters. It
should be noted that new and expanding facilities, involving an expenditure of public funds
or use of public (state) lands, will be required to prepare an environmental assessment (EA)
when waste flows: 1) exceed or equal 0.5 MGD, or 2) exceed one-third of the 7Q10 flow
of the receiving stream. DEM will not accept a permit application for a project requiring an
EA until the document has been approved by the Department of Environment, Health and
Natural Resources and a Finding of No Significant Impact (FONSI) has been sent to the
state Clearinghouse for review and comment.
The EA should contain a clear justification for the proposed facility and an analysis
of potential alternatives which should include a thorough evaluation of non -discharge
alternatives. Non -discharge alternatives or alternatives to expansion, such as spray
irrigation, water conservation, inflow and infiltration reduction or connection to a regional
treatment and disposal system, are considered to be environmentally preferable to a surface
water discharge. In accordance with the North Carolina General Statutes, the practicable
waste treatment and disposal alternative with the least adverse impact on the environment is
required to be implemented.

If the EA demonstrates that the project may result in a significant adverse affect on
the quality of the environment, an Environmental Impact Statement would be required.
Monica Swihart of the Water Quality Planning Branch can provide further information
regarding the requirements of the NC Environmental Policy Act.
If there are any additional questions concerning this matter, please feel free to
contact Ruth Swanek or Andy McDaniel of my staff at [phone].
ncerely,
Donald L. S • rit,
Assistant Chief for
Water Quality Section
DLS/AHM
cc: Winston-Salem Regional Office
Permits and Engineering Unit
Mr. David Dickenson, P. E., Municipal Engineering Services Co., P.A.
Central Files
ort

Yadkinville WWTP and Surrounding Dischargers
Yadkinville
Austin Co. of Greensboro
NC0056804
Yadkinville WWTP
I\1C0020338
Forbush S
NC00717 3
NGDOC / Yadkin Subsidiary #4460
NC0027880
S. Deep Ck
adkinville WWTP
NC0079260
pla,1t
I
cic
Martin Marietta Aggregates / Yadkin Quarry
N C 0075752
i ry
Courtney Elernentary Sch.
NC0029599
.o�
Yadkin Co.
Davie Co.
Vicinity Map
_ 1
•
Legend
• NPDES discharger
Municipality
Stream (1:100K scale)
County boundry
1 0 1 2 3 4 Miles
October 1995
NC Department of Environment,
Health, and Natural Resources
Water Quality Section
Instream Assessment Unit
Draft Map
r

FIE(/ Caku661-11,5 for T1/1/`1 r 414-1.4v;ite
�1C O 22 O338
N. D7e, G N14/5-IV"1
le 7, 0 G 1; / ( nza,04, A 05 pliwz- b id
�b 7 -fow f(/t4 fl4Ai/
/k
�/ 1
7), . G) -r Lff X .S76i /i a-Yt Just �?�l57', 6/ /AA.
1/610/kin veA. W WTP a wee Gr / I //m/ -W41.01.X
n/k Sze/4,/-6/
%�° �ria 4/75 /; ,n/U
aasd Q� "
3O2_,43/y(?n,vf- c7S/frpti
z Z
7l(/- atSs Os.? ch) /= 77 cfs
W700 --- a 25-02 05 a" = g,73
A 3042Z = Y35:i = /z, 3s

Weil/via /aw Pew eyn5
V10 yi (c{sv,,) =pvF LFog % (Lf 7671o)
fid e z_Friz
(/- bid Cf7)10'4` (701)
i {GU(g-• �, 04 wn5ire,61411 iik Gffig 16,14)
btM' LOW= /7/ - ( fifi/Dil LE/Gle.g
767/0 rc/c/ ,01-/
y z)3/3 = p 999/
997 /)(g,9 cA) 7LO-49991)(577 6/14_)
35-g1444 Z 359mz,Z
a 10E g t a 000 I- O, l a g? ALA L
57600 = alOg91-60H;fi z �` 3s' 9 /1/(-e 3.7I
/4-
-57(2/0 = 33/

w kw 4,i/ lct%f m s �tl
W 7Q'10. y /e/I =(03991 i010 Lk) /-0 999/"73 c64.)
3;, g 35 8 n-t.f. z
a, 2771 o, ao0 � = o, Z793
W 7Q 10 = D, a 7 93 3 s 9 ryu
[w7010 = /0, 03 c f-4

Yadkinville WWTP
North Deep Creek
NC0020338
Residual Chlorine
7010 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL (UG/L)
IWC (%)
Allowable Concentration (ug/1)
Fecal Limit
Ratio of 1.84 :1
Ammonia as NH3
(summer)
3.91 7010 (CFS) 3.91
3 DESIGN FLOW (MGD) 3
4.65 DESIGN FLOW (CFS) 4.65
17.0 STREAM STD (MG/L) 1.0
0 UPS BACKGROUND LEVEL (MG/L) 0.22
54.32 % IWC (%) 54.3
31 Allowable Concentration (mg/I) 1.66
NBOD (mg/I) = 7.45
Ammonia as NH3
(winter)
7010 (CFS) 10.03
200/100m1 DESIGN FLOW (MGD) 3
DESIGN FLOW (CFS) 4.65
STREAM STD (MG/L) 1.8
UPS BACKGROUND LEVEL (MG/L) 0.22
IWC (%) 31.7 %
Allowable Concentration (mg/1) 5.21
NBOD (mg/1) = 23.44
10/10/95

Yadkinvilte WWTP
North Deep Creek
NC0020338
Residual Chlorine
7010 (CFS)
DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (UG/L)
UPS BACKGROUND LEVEL (UG/L)
IWC (%)
Allowable Concentration (ug/I)
Fecal Limit
Ratio of 1.72 :1
Ammonia as NH3
(summer)
3.91 7Q10 (CFS) 3.91
3.5 DESIGN FLOW (MGD) 3.5
5.425 DESIGN FLOW (CFS) 5.425
17.0 STREAM STD (MG/L) 1.0
0 UPS BACKGROUND LEVEL (MG/L) 0.22
58.11 % IWC (%) 58.1
29 Allowable Concentration (mg/1) 1.56
NBOD (mg/1) = 7.03
Ammonia as NH3
(winter)
7010 (CFS)
200/10oml DESIGN FLOW (MGD)
DESIGN FLOW (CFS)
STREAM STD (MG/L)
UPS BACKGROUND LEVEL (MG/L)
IWC (%)
Allowable Concentration (mg/l)
10.03
3.5
5.425
1.8
0.22
35.1 %
4.72
NBOD (mg/1) = 21.25
10/10/95

MODEL INPUTS FOR LEVEL B ANALYSIS
3,0 44&9
GENERAL INFORIytATION .
Facility Name: Y J h;
r ,1 k ww i P
NPDES No.: N(00 261
3 3 8
Type of Waste: b b %
Qom /3Y 9, &d.
Facility Status: p'eci
iocti'v�
Receiving Stream: Ai. Dee,p (1k .•
Stream Classification: W5 —1 V
.
Subbasin: 03 - 0 7+ 0 (9-
County: i'a d Ly ) r
Regional Office: W, 5I 0
Topo Quad: (76, N; W
1
FLOW INFORMATION
UsGs #
Date of Flow Estimates:
Drainage Area (mil
: 35,,7
Summer 7Q10 (cfs):
3 ,, 1
I
Winter 7Q10 (cfs):
/0, 03
Average Flow (cfs):
35.9
_
30Q2 (cfs): / z . 3s
IWC at Point of Discharge
(%): 59,31
Cummulative IWC
(%):
J.•,&y..r { ..
ti
h..\�ON1�,-:..•?!2�.;r��..i
04*Wa�.
''.: r4,1gJfr::.:
!<I<Mry
gCI�`: . ::.:r2'.:< -
MODEL INPUT INFORMATION
S/// 5//,2 Z 5//i3 5ql2A-I
LENGTH OF REACH
(miles)
/, 20
o . i s
2, //
Z . 2,0
INCREMENTAL LNGTH
(miles) .
v, /
0. /
o. /
0, /
WASTE CHARA
ERISTICS
FLOW (MGD)
3. 0
—
—
CBOD (mg/1)
, ‘0, 0
—
—
NBOD (mg/I)
7. cfs-.
D.O. (mg/1)
5 0
—
RUNOFF CHARACTERISTICS
7Q10 (cfs/mi2)
o, /vy3
0, og72_
O. of 7 2
0. oV72
QA (cfs/mil)
0. 8333 _
0,7539
O, 75 39
0.7537 c
CBOD (mg/1)
NBOD (mg/1)
/9. ;+
--1'
_
D.O. (mg/I)
_
TRIBUTARY CHARACTERISTICS
7Q10 (cfs)
—
0,33
QA (cfs)
2 , i /
.—
CBOD (mg/1)
--
_._--
.—
NBOD (mg/1)
D.O. (mg/1)
--
—
SLOPE (fpm)
,
9,7
9.7 .
Z 0,,?‘
y 0
)10-A? kill%/ / /e WL l/ /Name of fac.�l�.tY
1267
aI
0
,3D77
2.9
,69119
11,3
�. '

MODEL INPUTS FOR LEVEL B ANALYSIS
qvu 3,0 1,*9
GENERAL INFORMATION
Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Receiving Stream:
Stream Classification:
Subbasin:
County: I
Regional Office:
Topo Quad:
FLOW INFORMATION
USGS #
Date of Flow Estimates:
Drainage Area (4ii2):
Summer 7Q10 (cis):
Winter 7Q10 (cfs):
d, 03
Average Flow (cfs):
30Q2 (cfs):
IWC at Point of Discharge (%):
Cummulative IWC
;.•:,:.. ,..'""p•z-MaagI:Vi:‘,..4.,:fira.%k:AniNgi:,:i.,.i.IMpignig
MODEL INPUT
(%):
,••••44a
4 /
is,,;:i,,...":',,ip ...- i.l.:Ai1/4..
R 2
INFORMATION
•,.; - .:.,,,::•-•:. .- . '....-
3
-.,,s-:m:?.o;imx•m:i,K,i:::::K
LENGTH OF REACH (miles)
/ • 2--
0, FS
2 / l
2. 7
INCREMENTAL LENGTH (miles)
0 (
0, /
0 /
a /
WASTE CHARACTERISTICS
FLOW (MGD)
3. 0
.\
CBOD (mg/1)
NBOD (mg/1)
D.O. (mg/I)
RUNOFF CHARACTERISTICS
7Q10 (cfs/mi2)
0, 7-2. 9
0, 1O35
9, •z-,v 35
p,z0,35
QA (cfshni2)
0, ?233
P.7539
g. 75 9
.0.753 f
CBOD (mg/1)
• )
NBOD (mg/1)
D.O. (mg/1)
TRIBUTARY
ARACTERISTICS
7Q10 (cfs)
QA (cfs)
2 , / /
CBOD (mg/1)
NBOD (mg/1)
D.O. (mg/1)
,e/R4t44
SLOPE (fpm)
7
9, 7
Name of facility ,0 Vi//e 41/WY
W/h/e/-
7,5
0
6619
/2(e
0,(ec
0, I
0
o,3o77
7. V
0,6
2, I/

^
Discharger
Receiving Stream
-UMMER
SUMMER
QW=3.0 MGD
---------- MODEL RESULTS ----------
: YADKINVILLE WWTP
: NORTH DEEP CREEK
The End D.O. is 6.69 mg/l.
The End CBOD is 7.91 mg/l.
The End NBOD is 1.18 mg/l.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/l) Milepoint Reach # (mg/l) (mg/l) (mg/l) (mgd)
...... _------- _ __________
60.00
0.00
0.00
0.00
0.00
0.00
A45
~ ~~
0.00
0.00
0.00
0.00
0.00
5.00 3.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
0.00 0.00000
ga '� /\ /y
�� U "/�l� '
y6t 107/3M
Asuny! /_
609 . ,y0 0 r--f
�> 0 ": 2

*** MODEL SUMMARY DATA ***
Discharger
Receiving Stream
Summer 7010
Design Temperatuw
ILEN8THI SLOPE!
I mile I ft/ail
YADI<: I NU I LLE WWTP
a NORTH DEEP CREEK
3.91
eo 25.0
Subbasin p 030702
Stream Class. WS--IV
Winter 7010 a 10.03
ELOCITY 1 DEPTHI Kd I Kd 1 Ka 1 Ka 1 KN I KN 1 KNR I KNR 1 SOD 1 SOD
fps I ft Idesignl 3200 Idesign1 320° ldesignl 320° ldesign' 320° !design! 320°
Segment 1 1 1.201 9.70
Reach 1 1 I
0.343 1 1.30 1 0.33 1 0.26 ! 6.67 ! 5.981 0.44 1 0.30 1 0.44 1 0.00 ! 0.00 ! 0.00
Segment 1 1 0.851 9.70
Reach 2 1 I
0.346 11.32 1 0.33 10.26 16.74 1 6.041 0.44 1 0.30 1 0.44 1 0.00 10.00 1 0.00
Segment 1 1 2.111 28.40
Reach 3 1 1
0.473 ! 1.14 1 0.48 1 0.38 126.96 1 24.181 0.73 1 0.50 1 0.73 l 0.00 1 0.00 1 0.00
Segment 1 1 2.201 4.00
Reach 4 1 I
0.268 1 1.53 ! 0.28 1 0.22 1 2.15 1 1.931 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00
Segment 1 1 2.901 4.001
Reach 5 ! 1
0.360 12.05 1 0.28 1 0.22 1 2.09 I 1.871 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00
Segment 1
Reach 6
0.651 2.40
0.322 1 2.24 1 0.27 1 0.21 1 1.12 1 1.001 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00
I Flow 1 CBOD 1 NBQD 1 D.O. I
I cfs 1 mg/1 1 mg/1 1 mg/1 I
Segm =nt 1 Reach 1
Waste I 4.650 I 60.000 1 7.450 1 5.000
Head a t er s l 3.910 1 2.000 1 1.000 1 7.440
Tributary I 0.000 I 2.000 1 1.000 1 7.440
* Rug-tc' f f I 0. 1 0C 1 2.000 )00 1 1 .000 I 7.440
Segme lt 1 Reach 2
Waste I 0.000 1 0.000 i 0.000 i 0.000
Tributary I 0.330 1 2.000 1 1.000 1 7.440
* Runs-ff. I 0.087 1 2.000 1 1.000 I 7.440
Segme It 1 Reach 3
Waste I 0.000 1 0.000 1 0.000 1 0.000
Tr i b u ary I 0.000 I 2.000 1 1.000 l 7 .440
* Runoff I 0.087 1 2.000 i 1.000 ! 7.440
Segme
"it 1 Reach 4

waste { Q a U tom) U () a L t.,) t) t i.) a I_) t) t_) t) n I) t_) i_)
Tr i b Lf t ar y I 0.000 I 2.000 1 1.000 I 7.440
• rtunbf f I 0.067 I 2.000 I 1.000 I 7.440
Segm nt 1 Reach 5
Was t I 0.000 I 0.000 I 0.000 I 0.000
Tr i bL terry I 12.300 I 2.000 I 1.000 I 7.440
* R off I 0.697 I 2.000 I 1.000 I 7.440
Segm nt 1 Reach 6
Wast I 0.000 I 0.000 I 0.000 I 0.000
Tr i b4 tary I 0.370 I 2.000 I 1.000 I 7.440
* RLI) c'ff I 0.000 I 2A000 I 1.000 I 7.440
* Runoff flaw is in cfs/mile

1 Seg 1 1 Reach 1
1 :l
1 1
1 1
1 1
1 1
1 1
1 '1
1 1.
1 1
1 1
1 1
1 1
1 1
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 3
1 3
1 3
1 3
13�
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
SUMMER
SUMMER
OW=3.0 MGD
I Seg M i 1 D.O. 1 CBOD 1 NBOD 1 Flow 1
0.00 6.11 33.51 4.50 8.56
0.10 6.14 33.27 4.46 8.57
0.20 6.16 33.04 4.42 8.58
0.30 6.19 32.81 4.39 8.59
0.40 6.21 32.58 4.35 8.60
0.50 6.23 32.3,E 4.31 8.61
0.60 6.25 32.13 4.27 8.62
0.70 6.27 31.90 4.23 8.64
0.80 6.29 31.68 4.20 8.65
0.90 6.31 31.46 4.16 8.66
1.00 6.33 31.24 4.12 8.67
1.10 6.34 31.02 4.09 8.68
1.20 6.36 30.81 4.05 8.69
1.15 6.40 29.7,E 3.94 9.02
1.25 6.42 29.56 3.91 9.03
1.35 6.44 29.36 3.87 9.04
1.45 6.46 29.17 3.84 9.05
1.55 6.47 28.97 3.81 9.05
1.65 6.49 28.78 3.78 9.06
1.75 6.51 28.59 3.74 9.07
1.65 6.52 28.40 3.71 9.08
1.95 6.54 28.21 3.68 9.09
1.94 6.54 28.21 3.68 9.09
2.04 6.87 28.02 3.64 9.10
2.14 7.11 27.82 3.61 9.11
2.24 7.27 27.63 3.57 9.12
2.34 7.39 27.43 3.53 9.12
2.44 7.48 27.24 3.50 9.13
2.54 7.54 27.05 3.46 9.14
2.64 7.58 26.86 3.43 9.15
2.74 7.62 26.67 3.39 9.16
2.84 7.64 26.49 3.36 9.17
2.94 7.66 26.30 3.32 9.18
3.04 7.67 26.12 3.29 9.18
3.14 7.68 25.93 3.26 9.19
3.24 7.69 25.75 3.23 9.20
3.34 7.70 25.57 3.19 9.21
3.44 7.71 25.39 3.16 9.22
3.54 7.71 25.22 3.13 9.23
3.64 7.72 25.04 3.10 9.24
3.74 7.72 24.87 3.07 9.2,..E
3.84 7.73 24.69 3.03 9.25
3.94 7.73 24.52 3.00 9.26
4.04 7.74 24.35 2.97 9.27
4.04 7.74 24.35 2.97 9.27
4.14 7.58 24.17 2.94 9.28
4.24 7.43 24.00 2.91 9.29
4.34 7.30 23.82 2.88 9.30
4.44 7.17 23.65 2.85 9.31
4.54 7.04 23.48 2.82 9.32
4.64 6.93 23.31 2.79 9.32
4.74 6.82 23.14 2.76 9.33
4.84 6.72 22.98 2.73 9.34
4.94 6.62 22.81 2.70 9.35
5.04 6.54 22.64 2.67 9.36
5.14 6.45 22.48 2.65 9.37
5.24 6.37 22.32 2.62 9.38
5.34 6.30 22.16 2.59 9.38
5.44 6.23 22.00 2.56 9.39

1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1 6
I Seg #I: I Reach 4*
1 1
1
1
1 1
1 1
1 1
1 1
1 1
1
1
1 - 1
ON T ON CIS ON Q` 0 Ltd 0 Ln 0 LR LR L9 0 Lq La Ln Ln Ln Lei LEI LR Ln La Lit Lei 0 Lei 0 La Lei La 0 La 4> -P. .› 4'` 4> -F 4
1 1
1 1
1 2
1
1
1
1
1
1
2
2
2
+.J . ti.J `- * 0.1i C .i. . i `-' i:.:.... `1 7 . `t t_1
5.64 6.11 21.68 2.51 9.41
5.74 6.05 21.53 2.48 9.42
5.84 6.00 21.37 2.46 9.43
5.94 5.96 21.22 2.43 9.44
6.04 5.91 21.06 2.40 9.45
6.14 5.87 20.91 2.38 9.45
6.24 5.83 20.76 2.35 9.46
6.24 6.74 10.16 1.59 21.76
6.34 6.74 10.08 1.58 21.83
6.44 6.73 10.01 1.56 21.90
6.54 6.73 9.94 1.55 21.97
6.64 6.73 9.86 1.54 22.04
6.74 6.73 9.79 1.52 22.11
6.84 6.73 9.72 1.51 22.18
6.94 6.73 9.65 1.50 22.25
7.04 6.73 9.58 1.48 22.32
7.14 6.73 9.51 1.47 22.39
7.24 6.73 9.44 1.46 22.46
7.34 6.73 9.38 1.45 22.53
7.44 6.73 9.31 1.43 22.60
7.54 6.73 9.24 1.42 22.67
7.64 6.73 9.18 1.41 22.74
7.74 6.73 9.11 1.40 22.81
7.84 6.74 9.05 1.39 22.88
7.94 6.74 8.98 1.38 22.95
8.04 6.74 8.92 1.36 23.02
8.14 6.75 8.86 1.35 23.09
8.24 6.75 8.79 1.34 23.16
8.34 6.75 8.73 1.33 23.23
8.44 6.76 8.67 1.32 23.30
8.54 6.76 8.61 1.31 23.37
8.64 6.77 8.55 1.30 23.44
8.74 6.77 8.49 1.29 23.51
8.84 6.78 8.43 1.28 23.58
8.94 6.78 8.37 1.27 23.65
9.04 6.79 8.31 1.26 23.72
9.14 6.79 8.25 1.25 23.79
9.09 6.80 8.16 1.24 24.16
9.19 6.78 8.12 1.23 24.16
9.29 6.76 8.07 1.22 24.16
9.39 6.74 8.03 1.21 24.16
9.49 6.72 7.99 1.20 24.16
9.59 6.70 7.95 1.19 24.16
9.69 6.69 7.91 1.18 24.16
Seg M a. I D.O. I CBOD I NBOD I Flow I
0.00 6.11 33.51 4.5t=3 8.56
0.10 -614 33.27 4.46 8.57
0.20 -- 6.. 16---- 3 {-?4 _ 4.42 8.58
0.30 6. 19 32.81 -1- --4- 39_ _ 8.59
0 . 40 } 6.21 32.58 _ 4.35 8 .60
0.50 .23 4.31 8.61
0 60 6 .-25-----4.27 8.62
0.70 6.27 31.90 ''-�.� 8.64
0.80 6.29 31.68 4.20 8.65
0.90 6.31 31 .46 4.16 8.66
-t t 0_ 6.33 31 -2---- 8.67
1.10 2 6.34 .02 4.09 8.68
1 . ao-' 6.36 30.81.-------------...._.-�-c_i5 8.69
-'1.15 6.40 29.75 3.94'`--., 9.02
1.25 6.42 29.56 3.91-__. 9.03
1.35 6.44 29.36 3.87 9.04
1.45 6.46 29.17 3.84 9.05
1.55 6.47 28.97 3.81 9.05
1.65 6.49 28.78 3.78 9.06
1.75 6.51 28.59 3.74 9.07

MODEL RESULTS
Discharger : YADKINVILLE WWTP
Receiving Stream : NORTH DEEP CREEK
The End D.O. is 9.16 mg/l.
The End CBOD is 6.89 mg/l.
The End NBOD is 2.87 mg/l.
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
DO
(m
6~34
Min
/l) Milepoint Reach #
0.00 1
WINTER
QW=3.0 MGD
WINTER
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/l) (mg/l) (mg/1) (mgd)
__________
60.00
0.00
0.00
0.00
0.00
0.00
23.44
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
3.00000
0.00000
0.00000
0.00000
0.00000

*** MODEL SUMMARY DATA ***
Discharger
Receiving Stream
Summer 7010
Design Temperatur
ILENGTHI SLOPEI V
I mile 1 ft/mil
YADK I NV I LL_E WWTP
: NORTH DEEP CREEK
: 3.91
14.0
Cub b as i n : 030702
Stream Class: WS--IV
Winter 7L10 : 10.03
LOCITY 1 DEPTH] Kd 1 Kd 1 Ka I Ka I KN I KN I KNR I KNR 1 SOD I SOD
fps 1 ft Idesignl 2201 Idesignl 820° (design( 220' Idesign1 020° )design( 320°
I 1 I
Segment 1 1 1.201 9.701
Reach 1 1 I 1
I f 1 ( 1 1 1 1 1 1 I
0.514 1 1.39 1 0.22 1 0.28 1 5.69 1 6.491 0.19 1 0.30 1 0.19 1 0.00 1 0.00 1 0.00
I 1 1 1 1 1 1 1 1 I
Segment 1
Reach 2
1 1
0.851 9.701
I f
I I I { I 1 1 1 1 1 f
0.519 1 1.41 1 0.21 1 0.28 1 5.75 1 6.551 0.19 10.30 1 0,19 10.00 1 0.00 1 0.00
1 1 1 1 1 { 1 1 1 1
I I 1
Segment 1 I 2.111 28.401
Reach 3 1 1 I
I I { I I 1 1 1 1 1 I
0.713 1 1,22 1 0.34 1 0.45 123.09 1 26.311 0.32 1 0.50 1 0.32 1 0.00 1 0.00 1 0.00
I 1 I ( ( 1 1 1 1 1
Segment 1
Reach 4
I (
2.201 4.001
I I
f { ! 1 ! 1 1 1 1 1 I
.406 1 1.64 1 0.18 1 0.23 1 1.85 1 2.111 0.19 1 0.30 1 0.19 1 0.00 1 0.00 1 0.00
1 1 1 1 1 1 1 1 1 1
l I I
Segment 1 1 2.901 4.001
Reach 5 1 I 1
{ 1
Segment 1 1 0.651 2.401
Reach 6 1 1 I
I 1 I I I 1 1 1 1 1 I
.556 1 2.21 1 0,18 1 0.23 1 1.72 1 1.961 0.19 1 0.30 1 0.19 1 0.00 1 0.00 1 0.00
1 I 1 i 1 1 1 1 1 1
i i i I i 1 1 1 1 1 1
.481 1 2.39 1 0.17 ( 0.22 1 0.89 1 1.021 0.19 1 0.30 1 0,19 1 0.00 { 0.00 1 0.00
I I I 1 1 1 1 1 1 1
I Flaw
I cfs
Segment 1 Reach 1
Waste I 4.650
Headw tees l 10.030
Tribu ary I 0.000
* Run ff I 0.225
Segme)
Waste
Tribu
* Runc
t 1 Reach 2
1 0.000
ary 1 0.530
f f 1 0.203
Segme) t 1 Reach 3
Waste I 0.000
Tribu ary 1 0.000
* Runoff I 0.203
CLOD 1 NBOD 1 D. O. 1
mg/1 1 mg/1 1 mg/1 1
60.000 1 23.440 1 0.000
2.000 1 1.000 1 9.280
2.000 1 1.000 1 9.280
2.000 1 1.000 1 9.280
0.000
2.000
2.000
0.000
2.000
2.000
0,000
1.000
1.c_)c,0
0.000
1 .000
1.000
0.000
9.280
9.280
0.000
9.280
9.280
Segmerit 1 Reach 4

wags',/
Trib tary I
* Rwclff I
Vn1„J1„ V I Un1„J;J%J F
cyttc)oo I 2u000 I
0.203 I 2.00c) I
;„ J a 1 1;»J;„J t
1 ec)OO I
1 u oo'a I
9.280
9.280
Segm - nt 1 Reach 5
Wast= I c:)a000 I c0,c:x)0 I 0.c:x:0 I 0.000
Trib tare I 24.090 I 2a000 I 1.000 I 9.280
* Rug c'ff I 0.000 ic.00 I 2.000 I 1.000 I 9.280
Segment 1 Reach 6
Wast I c:0.00c) I 0.000 I 0.000 I 0.000
Tr ibL terry I 0.670 I 2.00c:0 I 1.000 I 9.280
* Ruoff I 0.000 I R.000 I 1.000 I 9.280
* RLnclff flaw is in cfs/mile

| Seg # i Reach
1 1
1 1
1 1
1 1
1 1
1 l
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 3
1 8
1 3
1 8
1 3
1 3
1 8
1 8
1 3
1 8
1 3
1 8
1 3
1 3
1 3
1 8
1 3
1 3
1 8
1 8
1 3
1 8
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
WINTER
QW=3.0 MOD
WINTER
Seg Mi I D.O. | CBOQ | NBOD | Flow \
0"00 6.34 20.37 8.11 14.68
0.10 6.54 20"29 8.08 14.70
0.20 6.72 20.21 8.05 14"73
0.30 6.89 20.13 8"02 14.75
0.40 7.05 20.05 7.99 14.77
0.50 7"20 19.98 7"96 14.79
0.60 7.34 19.90 7.94 14.82
0.70 7.47 19"82 7.91 14.84
0.80 7.59 19.74 7.88 14.86
0"90 7.71 19.66 7"85 14.88
1.00 7.81 19.59 7"82 14.91
1.10 7.91 19.51 7"80 14.93
1.20 8.01 19.44 7.77 14.95
1.15 8.05 18"84 7.54 15.48
1.25 8.14 18"77 7.51 15.50
1.35 8.22 18.70 7"49 15.52
1.45 8.30 18"63 7.46 15.54
1.55 8.37 18.56 7.44 15.56
1"65 8.43 18.49 7.41 15.58
1.75 8.50 18.43 7.39 15.60
1.85 8"56 18"86 7.36 15"62
1.95 8.61 18.29 7.34 15.64
1.94 8.61 18.29 7.34 15.64
2,04 8.85 18.22 7"31 15.66
2.14 9.05 18.14 7"28 15.68
2.24 9.21 18.07 7.25 15.70
2.84 9.34 17.99 7.28 15.72
2.44 9.45 17"92 7.20 15"74
2.54 9.54 17.85 7.17 15.76
2.64 9"61 17.77 7"14 15.79
2.74 9.67 17"70 7.12 15.81
2"84 9.72 17"63 7.09 15.83
2.94 9.76 17.56 7.06 15.85
8.04 9.80 17.49 7.03 15.87
3.14 9.83 17.42 7.01 15.89
3"24 9.85 17.35 6.98 15.91
3.34 9"87 17.28 6.96 15.98
3.44 9.88 17.21 6.93 15.95
3"54 9"90 17.14 6.90 15.97
8.64 9.91 17.07 6.88 15.99
3.74 9.92 17.00 6"85 16.01
8.84 9.98 16.93 6.82 16.03
3.94 9.98 16.86 6.80 16.05
4.04 9"94 16.79 6.77 16"07
4.04 9.94 16"79 6.77 16.07
4"14 9.88 16"78 6.75 16.09
4.24 9.88 16.67 6.72 16"11
4"84 9"78 16.60 6"69 16.18
4.44 9.78 16"54 6.67 16.15
4.54 9.69 16.48 6.64 16"17
4.64 9.64 16.42 6"62 16.19
4.74 9.60 16.86 6.59 16.21
4.84 9.56 16.29 6.56 16"28
4.94 9.52 16.23 6.54 16"25
5"04 9.48 16.17 6.51 16.27
5.14 9.44 16.11 6.49 16.29
5.24 9.40 16.05 6"46 16.31
5.34 9.37 15"99 6.44 16.88
5,44 9.38 15.93 6.41 16"86
--

1
1
1
1
1
1
1
1
1
1
1
1.
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 6
�. 6
1 6
1 8eg 4$ I Reach $l
LTAL LrLnLqLgcflCALqLEILnLitLgLeiEArgEALqLqLq LgLn(ALqLqLeiLALnCAEs`-:-41- 41-4:-.4:-4
w1ns.J9
5.64
5.74
5.84
5.94
6.04
6.14
6.24
6.24
6.34
6.44
6.54
6.64
6.74
6.84
6.94
7.04
7.14
7.24
7.34
7.44
7.54
7.64
7.74
7.84
7.94
8.04
8.14
8.24
8.34
8.44
8.54
..�r . 5 4
8.64
8.74
8.84
8.94
9.04
9.14
9.09
9.19
�9y.29
7
9.39
9.49
9.59
9.69
I Beg Ni I
1wJ nQf S}.s»} 7 14l nLJ51
9.27 15.81 6.36 16.40
9.24 15.75 6.34 16.42
9.21 15.69 6.31 16.44
9.18 15.64 6.29 16.46
9.15 15.58 6.26 16.48
9.13 15.52 6.24 16.50
9.10 15.46 6.22 16.52
[9.21 7.48 3.12 40.61
i .21 7.46 3. 1P 40.61
9.21 7.43
7.45� 3.11 40.61
9.21 I .4 3 3.10 40.61
(9.21 7.40
7.42
} . /4 22 3.09
3.10 �J40.61
� 0 . 6� i1
9.21. /. 4 0 3.0 7 4 0.6 1
9.21 7.39 3.08 40.61
9.21 7.37 3.08 40.61
9.21 7.36 . 3.07 40.61
9.21 7.35 3.06 40.61
99.21 . 21 7.32
7.33
} . 3 3 3.06 40.61
! . 32 3.05 40.61
9.21 7.30 3.04 40.61
9.21 7.29 3.04 40.61
9.21 7.27 3.03 40.61
9.21 7.26 3.03 4c:.61
9.21 7.25 3.0 2 40.61
9}. 21 7.23 33.01
. 01 40.61
-7 .2 1 7.207.22
. 2 23 . 0 1 40.61
0 . 61
9.21 3.00 40.61
9.21 7.19 2.99 40.61
9.21 7.18 2.99 40.61
9.21 7.16 2.98 40.61
9.21 7.15 2.98 40.61
9.21 7.13 2.97 40.61
9.21 7.12 2.96 40.61
9.21 7.11 2.96 40.61
9.22 7.09 2.95 40.61
9.22 7.08 2.95 40.61
9.22 7.07 2.94 40.61
9.22 6.98 2.91 41.28
9.21 6.97 2.90 41.28
9.20 6.95 2.89 41.28
9.19 6.94 2.89 41.28
9.18 6.92 2.88 41.28
9.17 6.91 2.87 41.28
9.16 ��} �6�{.�y8� 9 ` NBOD
.}87 41.28
D.O. 1 CBOD I NBOD 1 Flow I

--- - MODEL RESULTS
Discharger : YADKINVILLE WWTP
Receiving Stream i NORTH DEEP CREB--.:
------------------------------
The End D.O.
The End CBOD
The End NBOD
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
is 6.52 mg/l.
is 3.91 mg/l.
is 1.28 mg/l.
DO Min
g
5.37
_
Milepoint
6.24
Reach #
��m�'�� �� ` ~��
�� � (/v^' ' '°~ '~� x "�/'� �-�
�//~��r''-~-~
4
SUMMER
SUMMER
QW=3.5 MGD
WLA
CBOD
(mg/l)
60.00
0.00
0.00
0.00
0.00
0.00
�
. /
M
�������»'
0// V15 "'
WLA
NBOD
(mg/l)
WLA
DO Waste Flow
(mg/l) (mgd)
__________
5.U0
0.00
0.00
0.00
0.00
0.00
3.50000
0.000O0
0.00000
0.00000
0.00000
0.00000

*** MODEL SUMMARY DATA ***
Discharger
Receiving Stream
Summer 7010
Design Temperatu
ILEN8THI SLOPEI
I wile 1 ft/mil
Segment 1 1 1.201 9.70
Reach 1 1 I
es
YADK I NV I LLE WWTP
NORTH DEEP CREEK
3.91
25.0
Subbasin o 030702
Stream Class: WS-IV
Winter 7Q110 a 10.03
ELOCITY 1 DEPTHI Kd I Kd 1 Ka 1 Ka I KN I KN 1 KNR I KNR I SOD I SOD
fps 1 ft Idesignl 320° Idesign l 320° Idesignl 320° Idesign' 320° Idesignl 320°
0.366 1 1.31 1 0.33 1 0.26 1 7.12 1 6.381 0.44 { 0.30 1 0.44 1 0.00 1 0.00 1 0.00
Segment 1 1 0.851 9.70
Reach 2 1 I
0.368 1 1.33 1 0.33 1 0.26 { 7.16 1 6.431 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00
Segment 1
Reach 3
2.11I 28,40
0,503 1 1.15 1 0.49 1 0.39 128.64 1 25.691 0.73 1 0.50 ! 0.73 1 0.00 1 0.00 1 0.00
Segment 1 1 2.201 4.00
Reach 4 1 I
0.285 1 1.54 1 0.28 t 0.22 1 1.65 1 1.481 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00
Segment 1 1 2.901 4.001 0.370 1 2.06 1 0.28 1 0.22 1 2,14 1 1.921 0.44 1 0.30 1 0.44 1 0,00 1 0.00 1 0.00
Reach 5 l I 1 t I I { I I I I 1 I
Segment 1 1 0.651 2.401 0.329 1 2.25 1 0.27 1 0.21 1 1.15 1 1.031 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00
Reach b 1 I I I I ! I I 1 ! 1 I I
I Flow
I cfs
Segm-nt 1 Reach 1
Waste I 5.425
Head atersi 3.910
Tr ibu ary I 0.000
* Runoff I 0. 108
Segme
Waste
Tribu
* Run
Segme
Waste
Tribu
* Run
r;t 1 Reach 2
tary 1
.1ff I
0.000
0.330
0.087
it 1 Reach 3
I 0.000
terry I 0.000
�: f f I 0.087
CBOD 1 NE{OD I D.O. I
mg/1 1 mg/1 I mg/1 I
60.000 I 7.450 1 5.000
2.000 I 1.000 1 7.440
2.000 1 1 .00O 1 7.440
2.000 I 1 .000 1 7.440
0.000
2.000
2.000
0.000
2.000
2.000
0.000
1.000
1.000
0.00L_)
1.000
1.000
0.000
7.440
7.440
0.000
7.440
7.440
Segment 1 Reach 4

Trib terry I 0a000 1
* Rui off 1 0.087 1
2.000 1
2.000 I
1 _A c:)0c) 1
1 b000 1
7.440
7.440
5egm nt 1 Reach 5
Wast I 0nc:lo:) I 0,000 I 0oc:0: i 0.000
Tri bL tart' l 12.300 I 8a:oo I 1.000 1 7.440
* Runoff I 0.697 1 2.000 I 1.000 I 7.440
Segm=nt 1 Reach 6
Waste I 0.000 I 0.0c:00 I 0.000 I 0.000
TribLtary I 0.370 I 2nc0c:1c:0 I 1.000 1 7.440
* Runoff I 0.000 I 2.000 I 1.000 I 7.440
* Ru lc}ff flow is in cfs/mile

I Seg
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
# I Reach i 3eg M a. I D.O. I CLOD
1 0.00 6.02 35.71
1 0.10 6.06 35.47
1 0.20 6.09 35.24
1 0.30 6.12 35.00
1 0.40 6.15 34.77
1 0.50 6.17 34.54
1 0.60 6.20 34.32
1 0.70 6.22 34.09
1 0.80 6.24 33.87
1 0.90 6.26 33.64
1 1.00 6.28 33.42
1 1.10 6.30 33.20
1 1.20 6.32 32.98
2 1.15 6.36 31.94
2 1.25 6.38 31.74
2 1.35 6.40 31.54
2 1.45 6.42 31.34
2 1.55 6.44 31.14
2 1.65 6.45 30.95
2 1.75 6.47 30.75
2 1.85 6.49 30.56
2 1.95 6.50 30.37
3 1.94 6.50 30.37
3 2.04 6.84 30.17
3 2.14 7.08 29.96
3 2.24 7.2,E 29.76
3 2.34 7.37 29.56
3 2.44 7.46 29.36
3 2.54 7.52 29.17
3 2.64 7.56 28.97
3 2.74 7.60 28.78
3 2.84 7.62 28.58
3 2.94 7.64 28.39
3 3.04 7.65 28.20
3 3.14 7.66 28.01
3 3.24 7.67 27.82
3 3.34 7.68 27.64
3 3.44 7.69 27.45
3 3.54 7.69 27.27
3 3.64 7.70 27.08
3 3.74 7.70 26.90
3 3.84 7.71 26.72
3 3.94 7.71 26.54
3 4.04 7.72 26.37
4 4.04 7.72 26.37
4 4.14 7.55 26.19
4 4.24 7.39 26.01
4 4.34 7.24 25.83
4 4.44 7.09 25.65
4 4.54 6.95 25.48
4 4.64 6.82 25.30
4 4.74 6.69 25.13
4 4.84 6.57 24.96
4 4.94 6.45 24.79
4 5.04 6.34 24.62
4 5.14 6.24 24.45
4 5.24 6.14 24.28
4 5.34 6.04 24.12
4 5.44 5.95 23.95
SUMMER
BUMMER
QW=3.5 MOD
I NBOD I Flow I
4.75
4.71
4.67
4.63
4.59
4.56
4.52
4.48
4.44
4.41
4.37
4.34
4.30
4.19
4.16
4.12
4.09
4.06
4.02
3.99
3.96
3.93
3.93
3.89
3.86
3.82
3.78
3.75
3.71
3.67
3.64
3.61
3.57
3.54
3.50
3.47
3.44
3.40
3.37
3.34
3.31
3.28
3.25
3.21
3.21
3.18
3.15
3.12
3.09
3.06
3.03
3.00
2.97
2.94
2.91
2.88
2.85
2.82
2.79
9.34
9.35
9.36
9.37
9.38
9.39
9.40
9.41
9.42
9.43
9.44
9.45
9.46
9.79
9.80
9.81
9.82
9.83
9.84
9.85
9.86
9.86
9.86
9.87
9.88
9.89
9.90
9.91
9.92
9.93
9.93
9.94
9.95
9.96
9.97
9.98
9.99
9.99
10.00
10.01
10.02
10.03
10.04
10.05
10.05
10.06
10.06
10.07
10.08
10.09
10.10
10.11
10.12
10.13
10.13
10.14
10.15
10.16
10.17

�
1
1
1
1
1
1
1
1
1
1
1
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
1
1
1
1
1
1
5
Cr- EN ON Er In En 0 En 0 Ln Lq Ln Ln Ln Ln Ln 0 La 19 Ln 0 Ln 0
6
6
1 6
| Sag # | Reach #
%J.u"t uj.00 I- �).,` =.,, ^".^"
5.64 5"78 23"63 2"74 10.19
5.74 5"70 23"47 2.71 10.19
5.84 5.63 28.31 2.68 10.20
5.94 5.56 23"15 2.66 10.21
6.04 5.49 22.99 2.63 10.22
6.14 5.43 22"83 2.60 10.23
6.24 5.37 22.68 2.58 10.24
6.24 6.50 11"39 1.72 22.54
6.34 6.50 11.81 1.70 22.61
6"44 6.50 11.28 1.69 22.68
6.54 6.50 11.15 1.67 22.75
6.64 6.50 11.07 1.66 22.82
6.74 6.50 10.99 1.65 22.89
6.84 6.51 10.91 1.63 22.96
6.94 6.51 10.84 1.62 23.08
7.04 6.51 10"76 1.60 28.10
7"14 6.52 10"68 1.59 28.17
7.24 6.52 10"61 1.58 23.24
7.34 6.52 10.58 1.56 23.80
7"44 6.53 10.46 1.55 23.87
7.54 6.53 10.38 1.54 23.44
7.64 6.54 10"31 1.58 28.51
7.74 6.54 10.24 1.51 23.58
7.84 6.55 10"17 1.50 23.65
7.94 6.55 10.10 1.49 28.72
8.04 6.56 10.03 1.48 23.79
8.14 6.56 9.96 1.46 23"86
8.24 6.57 9.89 1.45 23.98
8.34 6.57 9.82 1.44 24.00
8"44 6,58 9.75 1"48 24.07
8.54 6.59 9"68 1.42 24.14
8.64 6.59 9.62 1.41 24.21
8.74 6.60 9.55 1.39 24.28
8.84 6.61 9"48 1.38 24"35
8.94 6.61 9"42 1"37 24.42
9"04 6"62 9.85 1"36 24.49
9.14 6.63 9.29 1.3-5 24"56
9.09 6.64 9.18 1"84 24.93
9.19 6.62 9.13 1.33 24.93
9.29 6"60 9.09 1.32 24.93
9"39 6.57 9"04 1.31 24.98
9.49 6.55 9.00 1.80 24.98
9.59 6.54 8.95 1.29 24.93
9.69 6.52 8.91 1.28 24.93

~
WINTER
WINTER
---------- MODEL RESULTS
Discharger : YADKINVILLE WWTP
Receiving Stream1: NORTH DEEP CREEK
The End D.O. is 9.18 mg/l.
The End CBOD is 6.89 mg/l.
The End NBOD is 2.67 mg/l.
-----------------------------
Segment 1
Reach 1
Reach 2
Reach 3
Reach 4
Reach 5
Reach 6
i
DO �1in
(mg/1) Milepoint Reach #
6.34
0.00 1
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/1) (mg/1) (mg/1) (mgd)
60.00
0.00
0.00
0.00
0.00
0.00
21.25
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
� ��/�
/'/'"''
3.00000
0.00000
0.00000
0.00000
0.00000
0.00000

*** MODEL SUMMARY DATA ***
Discharger
Receiving Stream
Summer 7010
Design Temperatur
ILENBTHI SLOPE! V
I mile 1 ft/mil
YADK I HIV I LLE WWTF'
NORTH DEEP CREEK
a 3.91
e: 14.0
Subbas i n : 030702
Stream Class: WS-IV
Winter 7010 e 10.03
ELOCITY 1 DEPTH! Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR 1 KNR 1 SOD I S0D
fps 1 ft Idesignl 320° !design! 320° 'design' 320° Idesignl 320° !design! 320°
I 1 1
Segment 1 1 1.201 9.701
Reach I 1 1 1
I 1 I I I 1 I I 1 I I
0.514 l 1.39 1 0.22 10.28 1 5.69 I 6.491 0.19 1 0.30 1 0.19 10.00 1 0.00 1 0.00
I I I I I 1 1 1 1 1
( 1 1
Segment 1 1 0.851 9.701 0.519 1 1.41 1 0.21 10.28 15.75 1 6.551 0.19 1 0.30 1 0.19 1 0.00 10.00 1 0.00
Reach 2 I 1 1 I 1 1 1 1 1 I I 1 !
( 1 1
Segment 1 1 2.111 28.401
Reach 3 1 1 I
! ! I I I 1 I 1 1 1 I
0.713 1 1.22 1 0.34 1 0.45 123.09 1 26.311 0.32 1 0.50 1 0.32 1 0.00 1 0.00 10.00
I I I I 1 1 1 1 1 1
i I 1
Segment 1 1 2.201 4.001
Reach 4 I 1 1
1 1 I I I 1 1 1 1 I 1
0.406 11.64 1 0.18 1 0.23 1 1.85 1 2.111 0.19 ! 0.30 1 0,19 1 0.00 1 0.00 1 0.00
I I I I I 1 1 1 1 1
( 1 1
Segment 1 1 2.901 4.001
Reach 5 1 1 1
! ( 1 I I 1
0.556 1 2.21 1 0.18 1 0.23 1 1.72 1 1.961 0.19 1 0.30 1 0.19 1 0.00 10.00 ( 0.00
I I 1 I I 1 1 1 1 1
1 1
Segment 1 ( 0.651 2.401
Reach 6 1 1 1
I 1 1 1 1 1 1 1 1 1 I
0.481 1 2.39 1 0.17 1 0.22 1 0.89 1 1.021 0.19 10.30 ( 0.19 1 0.00 1 0.00 1 0.00
1 I I I 1 1 1 1 1 1
1 Flaw 1 CDOD 1 NBOD 1 D. O. 1
1 cfs 1 mg/1 1 mg/1 1 mg/1 I
Segm nt 1 Reach 1
Waste 1 4.650 I 60.000 1 21.250 1 0.000
Head a t e r s 1 10.030 1 2.000 I 1.000 I 9.280
Tr i b e ar y 1 0.000 1 2.000 1 1 .000 1 9.280
* Runoff 1 0.225 1 2.000 1 1.000 1 9.280
Segme
Waste
Tr ibu
* Run
it 1 Reach 2
1
tary 1
:.ff 1
0.000
0.530
0.203
0.000
2.000
2.000
0.000
1.000
1.000
0.000
9.280
9.280
Segment 1 Reach 3
Waste 1 0.000 I 0.000 1 0.000 I 0.000
Tributary 1 0.000 1 2.000 I 1.000 I 9.280
* Run ff 1 0.203 I 2.000 1 1.000 1 9.280
Segme
nt 1 Reach 4

W►asLe 1 t.) . ul )u 1 S) . lam)l_)t_) 1 l_) . V[ Jt J }
Tributary I 0„000 I 2.000 I 1.000 00 I
* Runoff I 0.203 I 2.000 I 1.000 I
l / . L„)t it ►
9.280
9.280
Segm
Wast
Trib
* Ru)
nt 1 Reach 5
I 0.000 I 0.000 I 0.000 I 0.000
teary I 24.090 1 2.000 I 1.000 I 9.280
off I 0.000 I 2.000 I 1.000 1 9.280
Segm nt 1 Reach 6
Wast I 0.000 I 0.000 I 0.000 I 0.000
Trib tary 1 0.670 I 2.000 I 1.000 I 9.28:
• Ru) ct ff I 0.000 I 2.000 I 1.000 I 9.28c )
* RLnoff flaw is in cfs/mile

1 Seg # I Reach #
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 2
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 3
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
1 4
WINTER
WINTER
QW=3.SMGD
1 Seg Mi I D.O. I CBOD 1 NBOD 1 Flow 1
0.00 6.34 20.37 7.41 14.68
0.10 6.54 20.29 7.39 14.70
0.20 6.72 20.21 7.36 14.73
0.30 6.89 20.13 7.34 14.75
0.40 7.06 20.05 7.31 14.77
0.50 7.21 19.98 7.28 14.79
0.60 7.35 19.90 7.26 14.82
0.70 7.48 19.82 7.23 14.84
0.80 7.60 19.74 7.21 14.86
0.90 7.72 19.66 7.18 14.88
1.00 7.83 19.59 7.16 14.91
1.10 7.93 19.51 7.13 14.93
1.20 8.02 19.44 7.10 14.95
1.15 8.06 18.84 6.90 15.48
1.25 8.15 18.77 6.87 15.50
1.35 8.23 18.70 6.85 15.52
1.45 8.31 18.63 6.83 15.54
1.55 8.38 18.56 6.80 15.56
1.65 8.45 18.49 6.78 15.58
1.75 8.51 18.43 6.76 15.60
1.65 8.57 18.36 6.74 15.62
1.95 8.63 18.29 6.71 15.64
1.94 8.63 18.29 6.71 15.64
2.04 8.87 18.22 6.69 15.66
2.14 9.06 18.14 6.66 15.68
2.24 9.22 18.07 6.64 15.70
2.34 9.35 17.99 6.61 15.72
2.44 9.46 17.92 6.59 15.74
2.54 9.55 17.85 6.56 15.76
2.64 9.62 17.78 6.54 15.78
2.74 9.68 17.70 6.51 15.80
2.84 9.73 17.63 6.49 15.83
2.94 9.77 17.56 6.46 15.85
3.04 9.81 17.49 6.44 15.87
3.14 9.83 17.42 6.42 15.89
3.24 9.86 17.35 6.39 15.91
3.34 9.88 17.28 6.37 15.93
3.44 9.89 17.21 6.34 15.95
3.54 9.91 17.14 6.32 15.97
3.64 9.92 17.07 6.30 15.99
3.74 9.93 17.00 6.27 16.01
3.84 9.93 16.93 6.25 16.03
3.94 9.94 16.86 6.22 16.05
4.04 y4 9.95 16.79 6.20 16.07
4.04 9.95 16.79 6.20 16.07
4.14 9.89 16.73 6.18 16.09
4.24 9.84 16.67 6.15 16.11
4.34 9.80 16.60 6.13 16.13
4.44 9.75 16.54 6.11 16.15
4.54 9.70 16.48 6.08 16.17
4.64 9.66 16.42 6.06 16.19
4.74 9.62 16.36 6.03 16.21
4.84 9.58 16.30 6.01 16.23
4.94 9.54 16.23 5.99 16.25
5.04 9.50 16.17 5.96 16.27
5.14 9.46 16.11 5.94 16.29
5.24 9.42 16.05 5.92 16.31
5.34 9.39 15.99 5.90 16.33
5.44 9.36 15.93 5.87 16.35

J.
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
e1
.1.
1
1
1
1
1
1
1
1
1 6
1 6
I Seg # 1 Reach #
cr,Cr- cr O-crLeiLn19LnrALnInEJrcncntoLnCA 0Ln0 CAcn(.9LnL(.r�toLn(.1 C.n(.nLnLn .>. .1.>
,_! 11 ,..1 "t ! . ,J , 7 ,J a %.J f '-d . 1 J w .. %.a a ,..r 1
5.64 9.29 15.81 5.83 16.39
5.74 9.26 15.76 5.80 16.41
5.84 9.24 15.70 5.78 16.43
5.94 9.21 15.64 5.76 16.45
6.04 9.18 15.58 5.74 16.47
6.14 9.16 15.52 5.72 16.49
6.24 9.13 15.46 5.69 16. 52
6.24 9.22 7.48 2.91 40.61
6.34 9.22 7.46 2.90 40.61
6.44 9.22 7.4,E 2.90 40.61
6.54 9.22 7.43 2.89 40.61
6.64 9.22 7.42 2.88 40.61
6.74 9.22 7.40 2.88 40.61
6.84 9.22 7.39 2.87 40.61
6.94 9.22 7.37 2.87 40.61
7.04 9.22 7.36 2.86 40.61
7.14 9.22 7.35 2.86 40.61
7.24 9.22 7.33 2.85 40.61
7.34 9.22 7.32 2.84 40.61
7.44 [9.22 7.30 2.84 40.61
F 7.54 9.22 7.29 2.83 40.61
7.64 9.22 7.28 2.83 40.61
7.74 9.22 7.26 2.82 40.61
7.84 9.22 r� 7.25 2.81 40.61
7.94 9.22 7.23 2.81 40.61
8.04 9.23 7.22 2.80 40.61
8.14 9.23 7.20 2.80 40.61
8.24 9.23 7.19 2.79 40.61
8.34 9.23 7.18 2.78 40.61
8.44 9.23 7.16 2.78 40.61
8.54 9.2,E 7.15 2.77 40.61
8.64 9.23 7.13 2.77 40.61
8.74 9.23 7.12 2.76 40.61
8.84 9.23 7.11 2.76 40.61
8.94 9.23 7.09 2.75 40.61
9.04 t4 9.23 7.08 2.74 40.61
9.14 9.23 7.07 2.74 40.61
9.09 9.23 6.98 2.71 41.28
9.19 9.2,E 6.97 2.70 41.28
9.29 9.22 6.95 2.70 41.28
9.39 9.21 6.94 2.69 41.28
9.4/w.6
99.20 6.92
{ . �.�92 2.68 41.28
9.59 9.19 6.91 1 2.68 41.28
9.69 9.18 6.89 2.67 41.28
I Beg Mi. I D.O. 1 CEQD I NBOD 1 Flow I

0tI=35,92
Qf►-39ce-y
S7aio -3. 9/ ��-
w7Qw =/o, 03
.3O 2 12.35 ,,
Ydd ll.;3111- iiitt WOO
0W=3,o/i.5 MUp
COO
N3o►7
I
7�fv m'Je / se5 r�oSi o f f!u '/ ca /6u/4 f;0 2A- rep,fG' 14
M Ae</e W,'4,i i /992f inoa 011/, 5h.e6wo f/0-15 w - 'ccct/cul
'0 tap odvant,7 l.rPl2 5A4s71,5 be4 Nora .24 with
Octp crew , Y iadd / at,b0 �Vfr°iIl /5 'n/ P1 io /itt Padh i K;1/4 L
sJ
(o, c
DE Zz 11 wvL le
67199-2,11--
570 10 = 0,33 c-
w7010= 0,53 4-
30&2 = 0,73 ciA-
J
R 3
rDi yol,9tg7y=iz0,344,i2-
Qpi;e = yZ,94-77y =ma3 6611
y7a 4,SZt0.3 =ia,,z te.4.
w7�r01114$ tdl/SI = 36,0
i
/
DR=ti2.9nu�
if2,9
7Q10= 4 /#
W7Q10=11,88' C/4
3OQz ///, 7( e
See llve,, FDr, ,1
Reo1, i4 5 6

/o/tz/9S'
0U/ Cg I u /Gtf10- Al0at1 0 f jl.L fly !/Pic a,
nn = 77,9 L (f,, /( hi/ M9otioa
57010 = /a, 3
1•174)/0 = Zf. 09 ci-e-
/� le,,' fi fe W f/oza csf �� G� h� ,-n
9
5f4/,, (�z//55900o) % 64.
ovt ,Sha ch-/o rn .
1-FP1 j / ; 6/9' 65,/i
576/0 = /0 cfs
0 7Gi10 " Zo
fieJ - C !2 . Tom #19/0
2,9 /1111R /),4
5 7ee 4),I;o cjW7Q/a0,25 ? .9
��v
3a4/z o,31-¢*Q
G7,11,1=i3O /,Z*77771i
.7Q/0 /s (77 ,2 /. l b., 5-3 .
p/761I0_ ZszAe. (7z Ja,99= 4,0 6fr
30&Z = a39Y/ )` 77 = Z6, (0 2

Welk lei t1u s
wt -(7z Y L/63./ 22 3
761710. = (0, 9Z”)(10 ) (1-V,7z1-5%/67,536/19-)
y1&id b3, /, ? Z
7C17lU ^ o,ly6 -f 00/z2 = 00/37 , vIca
7670- v,/sPP //l 7zg4�
,Z.3 4_41
GJ7C��0 = (o,?z,f5)10(p) 4 (/- 9Z1-5//8, 67 cia)
N N10 re /d = 0,2130 /- 0 0/7z - 0, 38 Z c 2-
WOO - U 5// Z pira-t-z- 7 7 izr;' z

00 CalcHIl1)'P11 hy /v. Oey/9 (h. j 57 /More f
OThfixem,a, Peep G� .
5 de,
.04 = f Z, 9 11/6i ( �n, /17;c4e l/e s /& V oa)
57610
=•.SZ 14,
W7R/0= // 7 S' 4-
/I ia�r cats ffi //d/D
/oH„,,,,; 7r 4-Z,1 ii,t;f,
76?/10 = 0/15: A'OZ.1J''°/
w7GI0. = D, z5Z /o, ///
1�?Z D, 3 71 _ /Y, 76 -
Gee i�.ds
�
Div t, Lf ar1- (*z. 3S k' t )7/3 - a, 93347
7Q/10, II =1 o??339 ) f 0-61,73.110�/wiZ
.74210, p l�" D, / 0 (7 o, 0 i o6 = 0,1/2 3 mi 2
y �/

76t2l0 = �z 23 (14-/ipuz 12, 9)-pt,c Z
7 (00 /tkl
w7Q10 yidi l (0, 9339X /0 #% (/-,
9339)0 gI p)
35, g ,4u
W70Dy- 0,Z609 UO/60 = D 2769itd,frxi
bilN10 oor761 (kat' frui.`

,x
/4WM
03-07-oa
ppopr
F/ass/ ail .k, )o r N. Peer 'vs/. Above -,4--u�-
�� f`2 //AM/ iYa tit vh-
4,
0A=36.9yu.;2
57Q/7 =4/gv
= 10,3
ire. end (905 fif IMId
7i = 0, /s c (36 ,q)" _ .s 73 c�--
V)767/Q = 0, ZSz (3)891= g, 9 `?
30az=0.344- -3637 = /Z.67
4-1--
We,',4 led g9115
LFP/2 = [17/ (36 ,/ n 2 3 0 - � = &,979Y
767I U red = (0,1778)(3i ) (i. 908')(5,93 VA-)
35.8 tip- 36•9 n z
0,107g) f �,00/60

S7c� 1 0110 911 q47k1
,� 1/142-
57dng = N, 0 y 4-4-
W 76w - 09g-70(04)
0/ar6s- + nooas-
0,d77 C6-4-/,
W7010 = &Id-79 / * 36.9 Z
w70)=/,3 C,o4--

�ow A!t/as f' /7ovA oOeep Lie c,
c,
dij=/Z>,Zrk:iL
p� _ ld5. 2 cQ�.
7g1®= Z0,0
N7Qlo=36,S-4'
Reyinoi rpt.%14,0 Fo go
(/1, ilklit-du math, of Peep a. & 4661A// i ,199 k7worei,
Alt/ a j/ ' r z) o rL Ily t ��u ,0%� ca 1/// /o, //470 C714 5
0 b /-6 kJ
(6,,p; /Mg 7k4 0/9
D. Z z & G °"99
6,qv /0 ArAtt- /25 Z = .1 .5 2_ el,61.,
70 /0 = a /s C- (/;z ) 4" J 1 ,cfr
G117 i0. - o, zs z (/�sz� - " /
3O4? 3z5, z

Wei)hfed 15
L(Pi L I - (/z5 z `st V63. I , 2-773 - 0.67/ 9
57G/0,bd=(Or67/1)00 -) (/- ,67/7jzo. V cd..)
63,/ ntiz /Z5,Z' . Z
7l)l0 y;cli ' 0,/06C f 0 0535 = G /6 V4/4442-
70/, Am, 2 "k4 /zs`Z �.2 = 6 A4
A?10 1-6141 = 0,67/9 ) (/-&'7/7 3o. )
PUN yield"- 0,a/30 f O-,M49 0 Z9/9 jg-Akirt.'
k/747/o= .z9/?/47/4,Z44 /2sz mZ=

f7o Ca fc/11L,t /; (TFeecIin In L2eez C _
n90 nor . 0,7 W/6/r(4 ] ' Cf/&/ / 1/ Lle /
DA-Z,y►u2
57a100,374
lt1700 = 0.6 cp.
6749 z . LJ 6(.4-
4Sitntia/C s {Y HIT
474 ly M/Cn� ,oy
71(eiU = , /ss- yv/'v'
waio o, 99
306?Z = .y4/ * 4)0vel_
".�jv cj/g,u Z 2. ram'`' z - z' `1/1
574)/ed,/s3J I2,1 2_2"'= 0,37
)O.T9 - 0,
30a2 = a3yv A( z, 3 4(4.

Flow
Calcgidinns Peep C1. La. /14ave /h
wt fti ff t U
ee, ov C. r �jl d
62111 /,0 / . Z /Z= /Zz.6
7010. 01.570` (/z } / &/ = /7,9 -
k7/7iov = 0,15Z /ZZ. 6
1 3aZ oI 3 l /Z Z, l[/
#ZJ7 eld-
Wei' hied zt/5 — ka LFF/2 5/ irki PI S. afietio
Wt LFPS= [y— (/zz,6 ,Z/61A/3 = O,6gs7
57 10y ;ed = 068517)/0 2 + (l-U,657)(/9,9c
0, /oar 7L 0 05/ = o /59 7 cp-Aptti 2

76121 z' aim va-/Att—z x /22,6 14,,iL
W767/O,y "
(zgcb-) + 0—o 015'i/Yz9,1W)
D, �173 O,o751 = 0, a qd 44-Apu-z
wmo=od9,2? / /)2.61 2= 35-,9

/0/i9/7s
03-0'7-0(9.
S7'Gpe Ga �Gl��afi �?Ls
(gool-7Fo')/(1,21-,75) = 7, 7 it/ram
�Z'ya nl
3 . (7goi-7070/(cisi-.,74,L,)=. z B, y pt
(7o '- 700' )//5, 0 _ � TIV
nu
� 3 R6 : (7oo'- 6 io')// i
X yaciii'nvi i/ wufFP
7 o' Gdo4ou,v /i 1 ff Vil Gt5GS 9uaa(.
A / /;H6a-'es Vea,hes
690`
clove„ ywdlbiN 1Z,
Rq

19//M
/v/ii/93'
03 07-Oi
an Off CALla /5
freaPlow-sf41")su��-(Q/0 b �IA)]/re44 GA4
' 1
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OPERATION/CONSTRUCTION MANAGERS CIVIL/SANITARY ENGINEERS
Municipal
Services
Box 97, Garner, North Carolina 27529 [phone]
October 2, 1995
Ms. Ruth Swanek
Water Quality Planning
Department of Health and Natural Resources
P.O. Box 29535
Raleigh, NC 27626-0535
P.O. Box 349, Boone, North Carolina 28607 [phone]`—
RE: Proposed Yadkinville Waste Water Treatment Plant Expansion
NPDES Permit No. NC0020338
MESCO Project Number 95109.0
Dear Ms. Swanek:
OCR` 41995
The Town of Yadkinville would like to request speculative limits for a proposed
expansion of their waste water treatment plant expansion. Their existing permit allows
them to flow up to 1.0 MGD. A copy of their existing permit is attached to this letter. We
would like to obtain speculative limits for proposed waste water treatment flows of 3.0
MGD and 3.5 MGD.
The attached permit outlines the discharge points and the current limits for the treatment
plant. If you require additional information about the proposed expansion, please do not
hesitate to call.
Sincerely,
MUNICIPAL ENGINRING SERVICES CO., P.A.
David Dickenson, P.E.
cc: Larry Adams, Town Manager, Town of Yadkinville
enc:

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Larry W. Adams
PODrawer816
Yadkinville, NC 27055
Dear Mr. Adams:
V71 I
E) E 1--1 N 1F1
May 31, 1994
Subject: Permit No. NC0020338
Yadkinville WWTP
Yadkin County
In accordance, with your application for discharge permit received on September 27,
1993, we are forwarding herewith the subject state - NPDES permit. This permit is issued
pursuant to the requirements of North Carolina General Statute ,143-215 .1 and the
Memorandum of Agreement between North Carolina and the US Environmental Protection
agency dated December 6, 1983.
If any parts, measurement frequencies or sampling requirements contained in this permit
are unacceptable to you, you have the right to an adjudicatory hearing upon written request
within thirty (30) days following receipt of this letter. This request must be in the form of a
written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed
with the Office of Administrative Hearings, Post Office Drawer 27447, Raleigh, North
Carolina 27611 -7447. Unless such demand is made, this decision shall be final and binding.
Please take notice this permit is not transferable. Part II, E.4. addresses the requirements
to be followed in case of change in ownership or control of this discharge.
This permit does not affect the legal requirements to obtain other permits which may be
required by the Division of Environmental Management or permits required by the Division of
Land Resources, Coastal Area Management Act or any other Federal or Local governmental
permit that may be required.
If you have any questions concerning this permit, please contact Mr. Greg Nizich at
telephone number 919/733-5083.
Sigcerely,
/0--/A. Preston Howard, Jr.
cc: Mr. Jim Patrick, EPA
Winston-Salem Regional Office
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

OPERATION/CONSTRICTION MANAGERS CIVIL/SANITARY ENGINEERS
—/P.O. Box 97, Gamer, North Carolina 27529 [phone] % .0. Box 349, Boone, North Carolina 28607 [phone]\--
October 2,
995
Susan Blumenstein
Finance Officer
County of Tredell
PO Box 788
Statesville, NTC 28687
Re: Landfill Closure Cost
Dear Susan:
I have enclosed a revised cost estimate for closure. This is apart of the transition plan and
was requir+I by the technical review letter dated October 4, 1994. Copies of both the
letter and the appropriate section of the transition plan are enclosed.
If you have
questions or need additional information, please advise.
Yours very truly,
MUNICIP L ENGINEERING SERVICES CO., PA
Enclosures
JDW:sl
oodie, PE, RLS
f�

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
October 4, 1995
Mr. Larry Adams, Manager
Town of Yadkinville
P.O. Box 816
Yadkinville, NC 27055
Subject: Request for Speculative Limits
Town of Yadkinville
NPDES No. NC0020338
Dear Mr. Adams:
;!1 7:- • 14FA
1:3EHNFl
The Technical Support Branch received your request for speculative limits for the Town of
Yadkinville on October 4. The project has been assigned to Andy McDaniel for review. It
normally takes approximately thirty days for the modeler to review the available water
quality information and draft a response.
If you have any questions or comments, please contact Mr. McDaniel (ext. 513) or me (ext
503) at [phone].
Sincerely,
tqc-6.L. C
Ruth C. Swanek, Supervisor
Instream Assessment Unit
cc: Winston-Salem Regional Office
David Dickenson, P.E., Municipal Engineering Services Company, P.A.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper