NC0083933_Wasteload Allocation_19940421

NPDES WASTE LOAD ALLOCATION
PERMrr NO.. NCO083933
pERNH= NAME: James & Margaret Fulton
FACILITY NAME: Shugart Enterprises
Facility Status: Proposed
Permit Status: New
Major
Pipe No.: 001
Design Capacity:
Minor -1
0.06 MGD
Domestic (% of Flow):
Industrial (% of Flow):
Comments:
This permit is for a subdivision with 140 lots,
RECEIVING STREAM: Left Fork Belews Cr k
Class: C
Sub -Basin: 03-02-01
Reference USGS Quad: C18NE (please attach)
County:. _Forsyth
Regional Office: Winston-Salem Regional Office
Previous Exp. Date: 00/00/00 Treatment Plant Class:
Classification changes within three miles:
PLOTTEU
Requested b,
Prepared by:
Reviewed b}
Modeler
Date Rec.
I#
K
ze 9
z
Drainage Area (miZ ) n.q­+ Avg. Streamflow (cfs): izs
7Q10 (cfs) o. i Winter 7Q10 (cfs) o.3 i 30Q2 (cfs)
Toxicity Limits: IWC % Acute/Chronic
Instream Monitoring:
Parameters - wnpe""m, p ao�vto o, ,4N , FEcnL c au r-ftrI c0&XXJM4M
Upstream Location 1coI Awj-, "flkc l
Downstream Locations; zoog
Effluent
Characteristics
Summer
Winter
BOD5 (MgM
30
30
NH3-N (mg/1)
1.0
:;. t
D.O. (mom)
5. o
s . C
TSS (mg/1)
30
3 c
F. Col. (/100 ml)
z.00
zo 0
pH (SU)
6 S
;.4
ZW lcvfk�
CA-IM-w- Q.
7.%-o
Z8•0
z�au
P L)
M +
Term,
,JR A.)
Comments: _
Refer : Basinwide / Streamline WLA File
Completed By Permits & Engineering
At Front Of Subbasin

• - - SCALE 1:24 O00 '
0`8 CREEK, No Co- 0 _ 1 M,1,E
43607.5-W8000/7.5 - -
_ 1000 0 1000 2000 3000 4000 5000 6000 7000 FEET
1969 1 S 0 1 KILOMETER
AMS 4955 II NE-SERIES•V842 ! CONTOUR INTERVAL 10 FEET
DATUM IS MEAN SEA LEVEL.,
of -
NI
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cut
4007
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Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
Shugart Enterprises
NCO083933
Domestic - 100%
Proposed
New
Left Fork Belews Creek
C
03-02-01
Forsyth
Winston - Salem
Lucas
1/20/94
C 18 NE
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Request #
J.C. Dept. of
7721 MAR f FS 9t}
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
Winston-Salem
Regional Office
yield from USGS rpL
1994
0.97
0.10
0.31
1.55
TSB concurs with the Region, and in the event that the soils will support this discharge, and
the applicant has access to the needed quantity of land, no surface water discharge will be y
recommended. 1,
In the case that the soils analysis proves unavalable, this fact sheet will represent
recommended TSB limits.
If these limits are Permitted, request P and E incorporate language into Permit ( f��� 1uf'�py
recommending facility build to better than secondary BOD removal, (i.e. better than 30 mg/I) db 1PAV
since area•may have exhausted assimilative capacity, (model portrays below 4.0 mg/I DO's 'p) ,sh
upstream on Belews Creek) and background Do's are not documented for this proposed
discharge. Wg
Request Region input on closest downstream monitoring location. Topographic maps
indicated SR 1975 to be closest bridge for monitoring, but if an access exists upstream of that b1f
location we would prefer monitoring take place there.
Special Schedule Requirements and additional comments from Reviewers:
Regional Supervisor:
Permits&Engineering: 4gjj2,jde Date: tjxon
1994
RETURN TO TECHNICAL SERVICES BY: 1 j

f
46
T
1
�
�
I1
�T
d
Recommended
Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (1100 ml):
pH (SU):
Residual Chlorine (µg/1):
Oil & Grease (mg/1):
TP (mg/1):
TN (mg/1):
2
CONVENTIONAL PARAMETERS
Monthly Average
Summer Winter
0.06
30
30
2.0
1.1
5.0
5.0
30
30
200
200
6-9
6-9
28.0
28.0
nr
nr
monitor
monitor
monitor
monitor
WQ or EL
0
x Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
•2
No parameters are water quality limited, but this discharge may affect future allocations.
INSTREAM MONITORING REQUIREMENTS
Upstream Location: approximately 100' above outfall
Downstream Location: SR 1975
Parameters: Temperature, dissolved oxygen, fecal coliform, conductivity
Special instream monitoring locations or monitoring frequencies:
NUSCE LANFOUS INFORMATION & SPECIAL CONDITIONS
Wastelad sent to EPA? (Major) (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

NORTH CAROLINA DEPARTMENT OF ENVIRONMENT
HEALTH AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
Winston-Salem Regional Office
Water Quality Section
March 17, 1994
MEMORANDUM
TO: Jay Lucas
FROM: Mike Mickey V*
THOUGH: Steve Mauney
SUBJECT: Fulton Property
NPDES Application
Permit No. NCO083933
Forsyth County
WSRO has reviewed the preliminary sitelsoil evaluation for the Fulton project
resubmitted by Mr. Phillips. The findings b.V the soil scientist, Mr. James Beeson, indicate
that approximately 35.4 acres of suitable soils are available on the 94 acre site for non -
discharging system. This acreage coincides closely with the previous estimate of 37 acres
(based just on a review of SCS maps) that was used 'in the original Evaluation of Alternative.
Therefore, Mr. Phillips has not had to revise the previous calculations in his engineering
analysis.
In regards to subsurface disposal, it was previously estimated that 27 acres of suitable
soils could be used to serve approximately 81 lots (59 less than proposed). In regards to
spray irrigation, 14.7 acres of suitable soil could be used to serve 68 lots (72 less than
proposed). Although the use of a spray irrigation or subsurface system is environmentally
feasible, Mr. Phillips concluded that these methods of wastewater disposal would require
extreme modification of the proposed site plan and a reduction in lot density. Therefore, he
recommended that a discharging package plant system was most economical in this situation.
The costs were estimated as follows: spray irrigation ($478,000), subsurface ($396,450)
package plant ($166,000).
Since the environmentally feasible non -discharge options of spray irrigation or
subsurface disposal are available, WSRO recommends that the applicant pursue one of these
means of waste disposal for the project.
Give me a call if you have any questions.
cc: Central Files
VSR04
a

Facility dame:
Enterprises
art Enter
g p
Permit Number:
NCO083933
Engineer:
Lucas
Subbasin:
03-02-01
Receiving Stream:
Left Fork Belews Creek
USGS quad M
C18 N E
Request Number:
7721
Date:
1 /20/94
Expiration date:
Existing WLA checked:
na Propased
Staff Report:
x Region requests more soils analysis
Topo checked:
x
USGS Flows confirmed:
check model
PIRF / APAMS:
nr
MC Spreadsheet:
x
Stream Classification:
x
Nutrient Sensitivity:
Instream Data:
Brief of WLA Anabffils
Facility modeled per basin wide analysis; write-up attached.
Due to inadequate soils analysis, Region has recommended Denial. I talked with Coleen, she said the Engineer will
request the information that the Region required. But, I should go ahead with the Waste Load Allocation as a mechanism
to speed up time. I will note on the front the of the Fact Sheet that TSB concurs with the Region, and in the event that the
soils will support this discharge, and the applicant has access to the needed quantity of land, no surface water discharge
will be recommended.
In modeling this discharge, discussions with the Region indicated that beaver dams exist on the mainstem and could be
proliferating, (refer model notes). Since treatment to advanced secondary levels has become more economically feasible,
and this is a new discharge with virtually tertiary ammonia requirements, (and a tertiary filter proposed for plant) I put
language on the Fact Sheet suggesting the facility build to more advanced BOD removal. This recommendation is based
not only on the receiving stream of the discharge, but also on the fact that there are DO problems on the upper part of the
mainstem which this creek flows into, (i.e. at the Abington and Kynwood discharge areas).
ammonia: 2.0 mg/I summer 7.1 mg/I winter
chlorine: 28.0 µg/I
nutrients: monitor
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Shugart Enterprises [ Proposed] NCO083933
Residual Chlorine
Ammonia as NH3
(summer)
7010 (CFS)
0.1
7010 (CFS)
0.1
DESIGN FLOW (MGD)
0.06
DESIGN FLOW (MGD)
0.06
DESIGN FLOW (CFS)
0.093
DESIGN FLOW (CFS)
0.093
STREAM STD (UG/L)
17.0
STREAM STD (MG/L)
1.0
UPS BACKGROUND LEVEL (UG/L)
0
UPS BACKGROUND LEVEL (MG/L)
0.22
1WC (%)
48.2 %
1WC (%)
48.2 %
Allowable Concentration (ug/l)
35
Allowable Concentration (mg/1)
1.8
Ammonia as NH3
(winter)
7010 (CFS)
0.31
Fecal Limit
200/100ml
DESIGN FLOW (MGD)
0.06
Rago of 1.1 :1
DESIGN FLOW (CFS)
0.093
STREAM STD (MG/L)
1.8
UPS BACKGROUND LEVEL (MG/L)
0.22
IWC (%)
23.1 %
Allowable Concentration (mg/q
7.1
3n&94

f
This area is predominantly in HA9, although it does abut HA10. In determining flows, the closest available USGS station
was #4 on the report; 02.0689.3100, Mill Creek at Walnut Cove , [9.86 drainage area]. Unfortunately, HA9 does not have
flow statistics that are applicable to a modeling process. Thus the only way to determine flows for a model In this area is to use
the USGS formulas for the beginning and end of the model, then parcel out the difference of the beginning and end on a pro-
rated basis (i.e. percentage of area) amongst the tributaries. Thus, the tributaries amount to 72.1 % of the drainage area of
this entire model segment. Within that area, each tributary received a percentage of flow based on its individual percentage of
the 72.1 % . Then, the remaining 27.9 % of drainage area was attributed to the mainstem and the R / O figures were
determined using this quantity.
The flows for the head of the tributaries were yields from their confluence numbers.
This area has been re -introduced to the influence of beavers, (refer Abington and Kynwood below). Thus, any
management strategy needs to account for possible future impoundments due to this animal's behavior and proliferation.
1.82+1.06+2.27+2.87+0.78+0.40+0.62/ (18.12-4.5) a
[ Natal of tributary drainage area(s) ] [ end DA minus start DA]
First tributary:
Second tributary [Graystone Sbdvn]:
Third tributary:
Fourth tributary [Proposed discharge]:
Fifth tributary:
Sixth tributary [Tri City Haven Rest Home]:
Seventh tributary:
1.82
1.06
2.27
2.87
9.82 / 13.62 72.1 %
percentage of drainage area in tributaries
9.82 a 18.5 %
9.82
9.82
9.82
0.78 / 9.82
0.4 / 9.82
0.62 / 9.82
a 10.8 %
a 23.1 %
a 29.2 %
7.9 %
4.1 %
a 6.3 %
Modelling analysis at this early stage indicates that Graystone Subdivision is the only ptoblem in the area. Better
background calibration and Ka and Kn factors may be developed for the final Basin Model application.
Abington Subdivision NC0060461
The flow statistics were originally determined using the Kynwood Subdivision notes, (yields). I updated the drainage
area for Kynwood Subdivision.
It should be noted that the limits for Abington are less stringent than those for Kynwood, even though Abington has a
much larger Permitted flow.
8 February, 1994 conversation with Mike Mickey: Abington Sbdvn outfall is submerged under a pond created by
a beaver dam. The general area of this outfall is a slow moving 'wetland - like' stream with no distinct channel(s).
Both Abington and Kynwood are operated by CWS, (and both may well be owned by the developer) thus the
possibility of Kynwood tying into Abington is strong. The Kynwood outfall is a force main which discharges downstream of
the afore - mentioned beaver dam. We should look towards having Kynwood tie into Abington, but use the existing
Kynwood outfall pipe so the discharge of the combined sbdvns will be downstream of the beaver dam.
Kynwood Subdlvlslon NC0046752
The only comments of importance from this WLA file is that both this facility and Abington Subdivision are discharging
well below their permitted limit. Refer above about possibility of tying into Abington.
The drainage area was incorrect on the last WLA; I added in the mainstem area between it and Abington Sbdvn ( 0.38
mi2), as well as the tributary drainage area, (1.82 mil) just upstream of Kynwood.
Graystone Subdivision NC0078115
No comments of interest in WLA file.
Trl City Haven Rest Home NC0037311
Instream suspect.
data seemed No other comments of interest in WLA file.
Shugart Enter rn ises NC0083933
Prposed discharger, not built. BOD$ is g/ 30 mg/l and NH3-N is 2 / 6.9 mg/l (summer / winter respectively), and a
3.0 mg/l dissolved oxygen. Modelling analysis accounted for proposed teriary filters at facility and the strong potential for
beaver damming in area.
Mike Mickey is checked on area. for any further comments. The 'pond' on topographic map does not exist, but a
beaver dam does; refer Abington Sbdvn, (memo from him attached)

SUMMER
5.8 BCKGRND DO
30 / 2.0
/ 5.0
I Seg #
I Reach # I
Seg Mi I
D.O. I
CBOD I
NBOD I
Flow
1
1
0.00
5.34
26.99
52.73
1.03
Abin�ivN
1
1
0.10
4.76
26.51
51.57-
1.03
SU60W l5 ,bN
1
1
0.20
4.32
26.03
50.45
1.04
m�Nsr�m
1
1
0.30
3.98
25.57
49.35
1.04
1
2
0.30
4.52
21.93
41.89
1.23
1
2
0.40
4.31
21-56,54-4141.00
f9.1
1.24
KVN,uooO
1
7
23.50
39.73
1.35
5Jk1dW6M).)
1
3
0.50
4.25
23.12
38.94
1.35
1
3
0.60
4.18
22.75
38.16
1.36
1
3
0.70
4.13
22.39
37.40
1.37
1
3
0.80
4.11
22.03
36.65
1.37
1
3
0.90
4.10
21.68
35.92
1.38
1
3
1.00
4.11
21.34
35.20
1.38
1
3
1.10
4.14
21.00
34.50
1.39
1
3
1.20
4.17
20.67
33.82
1.39
1
3
1.30
4.21
20.34
33.15
1.40
1
3
1.40
4.26
20.02
32.49
1.40
1
3
1.50
4.31
19.70
31.85
1.41
1
3
1.60
4.36
19.39
31.21
1.41
1
3
1.70
4.42
19.08
30.60
1.42
1
3
1.80
4.48
18.78fL51
29.99 f6•z1
1.42
GacYOTONE,
2
1
0.00
5.00
34.50
4.50
0.06
seudaamn/
2
1
0.10
4.89
30.34
3.84
0.07
Cewbotoax�
2
1
0.20
4.97
26.89
3.31
0.07
2
1
0.30
5.14
24.00
2.87
0.08
2
2
0.30
5.14
24.00
2.87
0.08
2
2
0.40
4.92
21.60
2.59
0.09
2
2
0.50
4.84
19.53
2.35
0.09
2
2
0.60
4.84
17.75
2.14
0.10
2
2
0.70
4.91
16.19
1.95
0.10
2
2
0.80
5.00
14.82
1.80
0.11
2
2
0.90
5.13
13.61
1.66
0.12
2
3
0.90
5.13
13.61
1.66
0.12
2
3
1.00
4.94
12.52
1.52
0.12
2
3
1.10
4.82
11.54
1.40
0.13
2
3
1.20
4.76
10.67 r:t.i3
1.30 Coal
0.13
3
1
0.00
4.50
18.09
27.52
1.56
3
1
0.10
4.19
17.80
26.91
1.56
3
1
0.20
3.93
17.52
26.31
1.57
3
1
0.30
3.71
17.24
25.72
1.57
3
1
0.40
3.53
16.97
25.15
1.58
3
1
0.50
3.38
16.70
24.59
1.58
3
1
0.60
3.26
16.44
24.04
1.59
3
2
0.60
3.81
14.54
21.02
1.83
3
2
0.73
4.05
14.28
20.50
1.84
3
2
0.85
4.25
14.02
20.00
1.84
3
2
0.98
4.43
13.77
19.51
1.85
3
2
1.10
4.59
13.52
19.04
1.86
3
2
1.23
4.73
13.28
18.57
1.86
3
2
1.35
4.85
13.04 fs.a1
18.12 f..ol
1.87
4
1
0.00
6.26
22.72
4.85
0.19
o,xFwRyE
4
1
0.10
6.31
21.54
4.51
0.20
4
1
0.20
6.37
20.43
4.19
0.21
4
1
0.30
6.45
19.41
3.90
0.21
4
1
0.40
6.53
18.44
3.63
0.22
4
1
0.50
6.61
17.55
3.38
0.22
AT MAINSTEM HD
LIMITS (Foe P
I D.5C4j,QC WL
64 K i)
c%[ % oN Abolrn,1 mND
KvN«xoo�i1pWb -- M,jk,
RVN W / 1H01K d,b�1P4CEQi
c NNEGhed " KVN,,upjp
00tfg,l / mo Rf IbiJf
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-mnx,"m d1bavNE,05)
0.06,"" 6vmWWo
o. DSZma,A Ab,j3rjC,J

4
1
0.60
6.69
16.71
3.16
0.23
4
1
0.70
6.76
15.92
2.95
0.24
4
1
0.80
6.84
15.18
2.76
0.24
4
1
0.90
6.91
14.48
2.58
0.25
4
1
1.00
6.97
13.82
2.42
0.25
4
1
1.10
7.03
13.21
2.27
0.26
4
1
1.20
7.09
12.63
2.13
0.27
4
1
1.30
7.15
12.08
2.00
0.27
4
1
1.40
7.20
11.56
1.89
0.28
4
1
1.50
7.25
11.07
1.77
0.28
4
1
1.60
7.29
10.60
1.67
0.29
4
1
1.70
7.34
10.16
1.58
0.30
4
1
1.80
7.38
9.75
1.49
0.30
4
2
1.80
7.38
9.75
1.49
0.30
4
2
1.90
7.56
9.36
1.42
0.31
4
2
2.00
7.67
8.99
1.35
0.31
4
3
2.00
7.67
8.99
1.35
0.31
4
3
2.10
7.64
8.65
1.28
0.32
4
3
2.20
7.63
8.33
1.22
0.33
b
4
3
2.30
7.64
8.02
1.16
0.33
\ ,
4
4
2.30
7.64
8.02
1.16
0.33
4
4
2.40
7.59
7.73
1.10
0.34
fill,
4
4
2.50
7.57
7.46
1.04
0.34
\^^
W
4
4
2.60
7.56
7.19
0.99
0.35
4
4
2.70
7.56
6.94
0.94
0.36
�J
4
5
2.70
7.56
6.94
0.94
0.36
a
4
5
2.80
7.52
6.70
0.91
0.36
4
5
2.90
7.49
6.47
0.89
0.37
4
5
3.00
7.47
6.25
0.86
0.37
4
5
3.10
7.46
6.04
0.83
0.38
4
5
3.20
7.46
5.84
0.81
0.39
4
5
3.30
7.47
5.65
0.78
0.39WS
4
6
3.30
7.47
5.65
0.78
0.39
y
4
6
3.40
7.71
5.47
0.76
0.40
4
5
6
3.50
7.85
5, 2fs.sl
0.73 fo.zl
0.401C,�0h
2.27
1
0.00
5.38
11.67
15.04
rnHu.mcM
5
5
1
1
0.10
0.20
5.39
5.41
11.51
11.36
14.75
14.47
2.28
2.28
`\n
5
1
0.30
5.43
11.20
14.20
2.29
LY
5
1
0.40
5.45
11.05
13.93
2.29
T
5
1
0.50
5.48
10.91
13.67
2.30
'50 .rr
5
2
0.50
5.54
10.61
13.24
2.38
5
5
2
2
0.65
0.80
5.63
5.71
10.40
10.20
12.88
12.53
2.39
2.39
�09',\
p
�a0
5
2
0.95
5.78
10.00
12.18
2.40
-
cmr NPYEu6
1
0.00
5.77
16.65
2.19
0.05
REST HOME.
6
1
0.05
6.28
15.89
2.08
0.05
(Tasumcv)
6
1
0.10
6.62
15.19
1.98
0.05
6
1
0.15
6.86
14.52
1.89
0.05
6
2
0.15
6.86
14.52
1.89
0.05
6
2
0.25
7.46
13.33
1.73
0.05
6
2
0.35
7.66
12.28
1.59
0.05
6
3
0.35
7.66
12.28
1.59
0.05
6
3
0.38
7.51
12.02
1.56
0.05
6
3
0.40
7.38
11 .77R s1
1.53 fo-3l
0.06
7
1
0.00
5.82
10.04
11.94
2.46
mp,oz'<m
7
1
0.10
5.87
9.91
11.73
2.46
7
1
0.20
5.91
9.78
11.52
2.47
7
1
0.30
5.96
9.65
11.31
2.47
7
1
0.40
6.00
9.53
11.10
2.48

7
1
0.50
6.04
_ 7
1
0.60
6.08
7
1
0.70
6.12
7
1
0.80
6.16
7
1
0.90
6.20
7
1
1.00
6.23
7
1
1.10
6.27
7
2
1.10
6.32
7
2
1.20
6.48
7
2
1.30
6.62
I Seg #
I Reach #
I Seg Mi I
D.O.
9.41
10.90
2.48
9.29
10.71
2.49
9.17
10.51
2.50
9.05
10.32
2.50
8.93
10.14
2.51
8.82
9.96
2.51
8.71
9.78
2.52
8.38
9.34
2.65
8.28
9.12
2.65
8.18
8.90
2.66
I CBOD
I NBOD I
Flow I
5.5 ?K)O
t . Vr- NH,3 N
1gEIExO%b CQxGK
: CiEbzw `A

SUMMER
_
5.8
BCKGRND DO
AT MAINSTEM HD
30
/ 2.0 / 5.0
LIMITS
----------
MODEL RESULTS ----------
Discharger
:
SHUGART ENTERPRISES
Receiving Stream :
LEFT FORK
BELEWS CREEK
----------------------------------------------------------------------
The End D.O.
is 6.62
mg/l.
The End CBOD
is 8.18
mg/l.
The End NBOD
----------------------------------------------------------------------
is 8.90
mg/l.
WLA
WLA
WLA
DO Min
CBOD
NBOD
DO
Waste Flo
DO bwArmwd'0pot
(mg/ 1)
Mi lepoint
Reach #
(mg/1)
(mg/ 1)
(mg/ 1)
(mgd)
CZsc"W'V . 190C,/6V/0
------
---------
-------
----
----
--
---------
Segment 1
3.98
0.30
1
Reach 1
45.00
90.00
5.00
0.38500
Reach 2
0.00
0.00
0.00
0.00000
Reach 3
45.00
25.65
5.00
0.07200
Segment 2
4.76
1.20
3
Reach 1
34.50
4.50
5.00
0.04000
Reach 2
0.00
0.00
0.00
0.00000
Reach 3
0.00
0.00
0.00
0.00000
Segment 3
3.26
0.60
1
Reach 1
0.00
0.00
0.00
0.00000
Reach 2
0.00
0.00
0.00
0.00000
Segment 4
6.26
0.00
1
Reach 1
45.00
9.00
5.00
0.06000
Reach 2
0.00
0.00
0.00
0.00000
Reach 3
0.00
0.00
0.00
0.00000
Reach 4
0.00
0.00
0.00
0.00000
Reach 5
0.00
0.00
0.00
0.00000
Reach 6
0.00
0.00
0.00
0.00000
Segment 5
5.38
0.00
1
Reach 1
0.00
0.00
0.00
0.00000
Reach 2
0.00
0.00
0.00
0.00000
4•7- Oo b"¢Quad ,Npjt
CZ JTegnieni l 42e]
5.77
0.00
1
Reach 1
45.00
4.50
3.00
0.01000
Reach 2
0.00
0.00
0.00
0.00000
Reach 3
0.00
0.00
0.00
0.00000
Segment 7
5.82
0.00
1
Reach 1
0.00
0.00
0.00
0.00000
Reach 2
0.00
0.00
0.00
0.00000

*** MODEL SUMMARY DATA ***
Discharger : SHUGART ENTERPRISES Subbasin : 0302
Receiving Stream : LEFT FORK BELEWS CREEK Stream Class: C
Summer 7Q10 : 0.1 Winter 7Q10 : 0.31
Design Temperature: 25.0
ILENGTHI SLOPEI VELOCITY I DEPTHI Kd I Kd I Ka I Ka I KN I KN I KNR I KNR I SOD I SOD I
I mile I ft/miI fps I ft Idesign) @20 Idesignl @20 Idesignl @20 Idesignl @20 Idesignl @20 1
--------------------------------------------------------------------------------------=----------------------------
I I I I I I I I I I I I I
Segment 1 1 0.301 16.701 0.158 1 0.66 1 0.35 1 0.27 1 5.29 1 4.741 0.44 1 0.30 1 0.44 1 0.00 1 0.00 10.00 1
Reach 1 I I I I I I I I I I I I I
-------------------------------------------------------------------------------------------------------------------
I I I I I I I I I I I I I I I
Segment 1 1 0.101 16.701 0.155 1 0.73 1 0.33 1 0.27 1 5.18 1 4.651 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 2 1 1 1 1 1 1 1 1 1 1 1 1 1
I I I I I I I I I I I I I I I
Segment 1 1 1.401 16.701 0.165 1 0.75 1 0.34 1 0.27 1 5.51 1 4.951 0.44 1 0.30 1 0.44 1 0.00 1 0.00 1 0.00 1
Reach 3 1 1 1 1 1 1 1 1 1 1 1 1 1
-------------------------------------------------------------------------------------------------------------------
I I I I I I I I I I I I I I I
Segment 2 1 0.301 33.301 0.051 1 0.30 1 0.35 1 0.28 1 3.44 I 3.081 0.73 1 0.50 10.73 1 0.00 10.00 10.00 1
Reach 1 1 1 1 1 1 1 1 1 1 1 1 1 1
Segment
I I
2 1 0.601
I
16.701
0.047
I
1 0.37
I
1 0.30
I
1 0.24
I I
1 1.56 1
I
1.401
0.44
I I
1 0.30 1
I
0.44 1
0.00
I I
1 0.00 10.00
I
I
Reach
-------------------------------------------------------------------------------------------------------------------
2 1 1
1
1
1
1
1 1
1
1 1
1
1
Segment
I I
2 1 0.301
I
8.301
0.041
I
1 0.45
I
1 0.28
I
1 0.22
I I
1 0.69 1
I
0.621
0.44
I I
1 0.30 10.44
I
1
0.00
I I
1 0.00 1
I
0.00 1
Reach
- -------------------------------------------------------------------------------------------------------------
3 1 1
1
1
1
1
1 1
1
1 1
1
1
Segment
I I
3 1 0.601
I
9.101
0.139
I
1 0.87
I
1 0.30
I
1 0.23
I I
1 2.55 1
I
2.281
0.44
I I
1 0.30 1
I
0.44 1
0.00
I I
10.00 1
I
0.00 1
Reach
-------------------------------------------------------------------------------------------------------------------
1 1 1
1
1
1
1
1 1
1
1 1
1
1
Segment
I I
3 1 0.751
I
13.301
0.158
I
1 0.88
I
1 0.31
I
1 0.25
I I
1 4.22 1
I
3.781
0.44
I I
1 0.30 10.44
I
1
0.00
I I
1 0.00 1
I
0.00 1
Reach
-------------------------------------------------------------------------------------------------------------------
2 1 1
1
1
1
1
1 1
1
1 1
1
1
Segment
I I
4 1 1.801
I
33.301
0.089
I
10.43
I
1 0.37
I
1 0.30
I I
15.97 1
I
5.351
0.73
I I
1 0.50 1
I
0.73 1
0.00
I I
10.00 1
I
0.00 I
Reach
-------------------------------------------------------------------------------------------------------------------
1 1 1
1
1
1
1
1 1
1
1 1
1
1
Segment
I I
4 1 0.201
I
50.001
0.106
I
1 0.44
I
1 0.43
I
1 0.34
I I
110.62 1
I
9.521
0.73
I I
1 0.50 1
I
0.73 1
0.00
I I
1 0.00 1
I
0.00 I
Reach
-------------------------------------------------------------------------------------------------------------------
2 1 1
1
1
1
1
1 1
1
1 1
1
1
Segment
I I
4 I 0.301
I
33.301
0.095
I
1 0.47
I
1 0.37
I
1 0.29
I I
1 6.37 1
I
5.711
0.73
I
1 0.50
I I
1 0.73 1
0.00
I I
10.00 1
I
0.00 1
Reach
-------------------------------------------------------------------------------------------------------------------
3 1 1
1
1
1
1
1 1
1
1
1
1
1
Segment
I I
4 1 0.401
I
25.001
0.089
I
1 0.51
I
1 0.34
I
1 0.27
I I
1 4.48 1
I
4.011
0.73
I
1 0.50
I
10.73
I
10.00
I
1 0.00
I I
10.00 1
Reach
4 1 1
1
1
1
1
1 1
1
1
1
1
1

--- -----------------
-
Segment
I
4 1
I
0.601
-------------------------------
I
16.701
0.081
I I
1 0.55 1
I
0.31 1
--------------
0.25
I I
1 2.72 I
-----------------------------------------------
I
2.441
I
0.44 1
I
0.30 10.44
I
1
I
0.00 1
I
0.00 1
I
0.00 1
Reach
-------------------------------------------------------------------------------------------------------------------
5 1
I
I
I I
I
I 1
1
1
1 I
I
Segment
4 1
I
0.201
I
50.001
0.114
I I
( 0.48
I
1 0.43 10.34
I
111.42
I I
1 10.251
I
0.73 1
0.50
I I
10.73 1
0.00
I I
1 0.00 10.00
I
I
Reach
-------------------------------------------------------------------------------------------------------------------
6 1
I
I
I
I
I
I
I I
I
I
Segment
5
I
I 0.501
I
11.101
0.159
I
1 0.98
I
1 0.30
I
10.24
I
1 3.55
I I
1 3.181
I
0.44
10.30
I I
1 0.44 1
0.00
I I
1 0.00 1
I
0.00 I
Reach
-------------------------------------------------------------------------------------------------------------------
1
1 I
I
I
I
I
1
1 1
1
1 1
1
Segment
5
I I
1 0.451
I
11.801
0.163
I
1 0.99
I
1 0.30
I
10.24
I
1 3.87
I I
1 3.471
0.44
I
1 0.30
I I
10.44 1
0.00
I I
1 0.00 1
I
0.00 1
Reach
2
1 1
1
1
1
1
1
1 I
I
I I
I
Segment
6
I
I 0.151
I
66.701
0.063
I
1 0.22
I
1 0.46
I
1 0.37
I
1 8.40
I I
I 7.531
0.73
I
1 0.50
I
1 0.73
I
1 0.00
I I
1 0.00 10.00
I
1
Reach
-------------------------------------------------------------------------------------------------------------------
1
1 1
1
1
1
1
1
1 1
1
1
1
1
Segment
6
I I I
1 0.201100.001
0.070
I
1 0.22
I
1 0.49
I
1 0.39
I
114.15
1 I
1 12.691
0.73
I
1 0.50
I
1 0.73
I
1 0.00
I
10.00
1 0.00 1
Reach
-------------------------------------------------------------------------------------------------------------------
2
1 1
1
1
I
I
I
I I
I
I
I
I
Segment
6
I
1 0.051
I
12.501
0.039
I
1 0.31
I
10.29
I
10.23
I
10.97
I I
1 0.871
0.44
I
1 0.30
I
1 0.44
I
1 0.00
I
1 0.00
I I
10.00 1
Reach
-------------------------------------------------------------------------------------------------------------------
3
1 I
I
I
I
I
1
1 1
1
1
1
1
Segment
7
I I
1 1.101
I
11.801
0.166
I
1 1.00
I
1 0.30
I
1 0.24
I
1 3.92
I I
1 3.521
0.44
I
1 0.30
I
10.44
I
1 0.00
I
10.00
I
1 0.00 1
Reach
-------------------------------------------------------------------------------------------------------------------
1
1 I
I
I
I
I-
I
I I
I
I
1
1
Segment
7
I I
1 0.201
I
20.001
0.199
I
1 0.94
I
1 0.34
I
1 0.27
I
1 7.98
I I
1 7.161
0.73
I
1 0.50
I
1 0.73
I
1 0.00
I
1 0.00
I I
1 0.00
Reach
-----------------------------------------------------------------------------------------------------
2
1 1
1
1
1
1
1
1 1
1
1
1
1
I Flow I
I cfs I
Segment 1 Reach 1
Waste I 0.597 I
Headwatersl 70.430 I
Tributary I 0.0 0 I
* Runoff I 0.053 I
Segment 1 Reach 2
Waste I 0.000 I
Tributary I 0.190 I
* Runoff I 0.053 I
CBOD I
NBOD I
D.O. I
mg/l I
mg/l I
mg/l I
45.000 190.000
I
5.000
2.000 I
1.000 (
5.800
2.000 I
1.000 I
7.440
2.000 I
1.000 I
7.440
0.000 I 0.000 I 0.000
2.000 I 1.000 I 7.440
2.000 I 1.000 I 7.440
Segment 1 Reach 3
Waste I 0.112 145.000 125.650 I 5.000
Tributary ( 0.000 I 2.000 I 1.000 I 7.440
* Runoff ( 0.053 I 2.000 I 1.000 I 7.440

Segment 2 Reach 1
Waste
I 0.062
134.500 I
4.500 I
5.000
Headwatersl 0.000
I 2.000 I
1.000 I
7.440
Tributary
I 0.000
I 2.000 (
1.000 I
7.440
* Runoff
I 0.060
I 2.000 I
1.000 I
7.440
Segment 2
Reach 2
Waste
I 0.000
I 0.000 I
0.000 I
0.000
Tributary
I 0.000
I 2.000 I
1.000 I
7.440
* Runoff
I 0.060
I 2.000 I
1.000 (
7.440
Segment 2
Reach 3
Waste
I 0.000
I 0.000 I
0.000 I
0.000
Tributary
I 0.000
I 2.000 I
1.000 I
7.440
* Runoff
I 0.060
( 2.000 I
1.000 I
7.440
Segment 3 Reach 1
Waste I
0.000 I
0.000 I
0.000 I
0.000
Headwatersl
0.000 I
2.000 I
1.000 I
7.440
Tributary I
0.000 I
2.000 I
1.000 I
7.440
* Runoff I
0.053 I
2.000 I
1.000 I
7.440
Segment 3 Reach 2
Waste I
0.000 I
0.000 I
0.000 I
0.000
Tributary I
0.240 I
2.000 I
1.000 I
7.440
* Runoff I
0.053 I
2.000 I
1.000 I
7.440
Segment 4 Reach 1
Waste
I 0.093
145.000 I
9.000 I
5.000
Headwatersl 0.100
I 2.000 I
1.000 I
7.440
Tributary
I 0.000
I 2.000 I
1.000 I
7.440
* Runoff
I 0.060
I 2.000 (
1.000 I
7.440
Segment 4
Reach 2
Waste
I 0.000
I 0.000 I
0.000 I
0.000
Tributary
I 0.000
I 2.000 I
1.000 I
7.440
* Runoff
I 0.060
I 2.000 I
1.000 I
7.440
Segment 4
Reach 3
Waste
I 0.000
( 0.000 I
0.000 I
0.000
Tributary
I 0.000
I 2.000 I
1.000 I
7.440
* Runoff
I 0.060
I 2.000 I
1.000 I
7.440
Segment 4
Reach 4
Waste
I 0.000
I 0.000 I
0.000 I
0.000
Tributary
I 0.000
I 2.000 I
1.000 I
7.440
* Runoff
I 0.060
I 2.000 I
1.000 I
7.440
Segment 4 Reach 5

Waste I 0.000 I 0.000 I 0.000 I 0.000
Tributary I 0.000 I 2.000 I 1.000 I 7.440
* Runoff I 0.060 I 2.000 I 1.000 I 7.440
Segment 4 Reach 6
Waste I 0.000 I 0.000 ( 0.000 I 0.000
Tributary ( 0.000 I 2.000 I 1.000 I 7.440
* Runoff I 0.060 I 2.000 I 1.000 I 7.440
Segment 5 Reach 1
Waste I
0.000 I
0.000 I
0.000 I
0.000
Headwatersl
0.000 I
2.000 I
1.000 I
7.440
Tributary I
0.000 I
2.000 I
1.000 I
7.440
* Runoff I
0.053 (
2.000 I
1.000 I
7.440
Segment 5 Reach 2
Waste I
0.000 I
0.000 I
0.000 I
0.000
Tributary I
0.080 I
2.000 I
1.000 I
7.440
* Runoff I
0.053 I
2.000 I
1.000 I
7.440
Segment 6 Reach 1
Waste
I 0.015
145.000 I
4.500 I
3.000
Headwatersl 0.030
I 2.000 I
1.000 I
7.200
Tributary
I 0.000
I 2.000 I
1.000 (
7.440
* Runoff
I 0.025
I 2.000 I
1.000 I
7.440
Segment 6
Reach 2
Waste
I 0.000
I 0.000 I
0.000 I
0.000
Tributary
I 0.000
I 2.000 I
1.000 I
7.440
* Runoff
I 0.025
I 2.000 I
1.000 I
7.440
Segment 6
Reach 3
Waste
I 0.000
I 0.000 I
0.000 I
0.000
Tributary
I 0.000
I 2.000 I
1.000 I
7.440
* Runoff
I 0.025
I 2.000 I
1.000 I
7.440
Segment 7 Reach 1
Waste I
0.000 I
0.000 I
0.000 I
0.000
Headwatersl
0.000 I
2.000 1
1.000 I
7.440
Tributary I
0.000 I
2.000 I
1.000 I
7.440
* Runoff I
0.053 I
2.000 I
1.000 I
7.440
Segment 7 Reach 2
Waste I
0.000 I
0.000 I
0.000 I
0.000
Tributary I
0.130 I
2.000 I
1.000 I
7.440
* Runoff I
0.053 I
2.000 I
1.000 I
7.440
* Runoff flow is in cfs/mile

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Belews Creek
Cummulative
Distance
elevation
sio a
vistance
intormation
0
790
Belews Creek - Abington Subdivision
0.6
780
16.7
0.6
Kynwood Subdivision - SR 2014 just below sbdvn
0.6
770
16.7
1.2
pond above 77 topo line?
0.6
760
16.7
1.8
0.2 miles below confluence with Graystone tributary
1.1
750
9 1_
2.9
Old Flat Rode Rd. 0.4 miles above - Hwy 158 0.6 miles above
0.75
740
13.3
3.65
confluence with Left Fork Belews
0.9
730
11.1
4.55
SR 19710.4 miles below - Tri City Haven confluence 0.05 miles above
0.85
720
11.8
5.4
0.5
710
20.0
5.9
Lake Area
0
820
Left Fork Belews Creek - Proposed Discharger
0.3
810
33.3
0.3
0.3
800
33.3
0.6
SR 1975 just above 800' topo line
0.3
790
33.3
0.9
0.2
780
50.0
1.1
0.3
770
33.3
1.4
0.4
760
25.0
1.8
0.6
750
16.7
2.4
0.2
740
50.0
2.6
confluence with Belews Creek
0 780 Graystone Forest Subdivision
0.3 770 33.3 0.3
0.6 760 16.7 0.9
1.2 750 8.3 2.1 0.3 miles to confluence with Belews Creek
0
760
Tri City Haven Rest Home
0.15
750
66.7
05
0.1
740
100.0
0.1
0.1
730
10_
0.1
0.8
720
12.5
0.9 0.05 to confluence with Belews Creek

Facility:
NPDES#:
Recleving Stream:
Comment(s):
Low Flow Record Station Number:
Hydrologic Area Number:
Drainage Area Low Flow Record Station:
Qave Low Flow Record Station:
s7Q10 Low Flow Record Station:
w7010 Low Flow Record Station:
3402 Low Flow Record Station:
02.0689.3100
HA9
9.86 miles squared
11.83 cfs
0.90 cis
2.70 cis
2.90 cis
Drainage Area New Site:
4.50 miles squared
MAR New Site:
1.2 cfs/miles squared
Qave per Report Equation:
5.40 cfs
s7010 per Report Equation:
0.43 cis
w7010 per Report Equation:
0.89 cis
3002 per Report Equation:
1.10 cis
Drainage Area Ratio: 0.46 :1
[ new DA / Da at gage ] Continue
Weighted Ratio: 0.28 :1
Over -ride Inappropriate Site:
Drainage Area New Site:
MAR New Site:
Weighted Qave per Report Equation:
Weighted s7010 per Report Equation:
Weighted w7Q10 per Report Equation:
Weighted 3002 per Report Equation:
4.50 miles squared
1.2 cfstmiles squared
5.40 cfs
0.43 cfs
0.98 cfs
1.16 cis

Facility:
NPDES#:
Recieving Stream:
Comment(s):
Low Flow Record Station Number:
Hydrologic Area Number:
Drainage Area Low Flow Record Station:
Qave Low Flow Record Station:
s7Q10 Low Flow Record Station:
w7010 Low Flow Record Station:
3002 Low Flow Record Station:
02.0689.3100
HA9
9.86 miles squared
11.83 cfs
0.90 cfs
2.70 cfs
2.90 cfs
Drainage Area New Site:
18.12 miles squared
MAR New Site:
1.2 cfs/miles squared
Qave per Report Equation:
21.74 cfs
s7Q10 per Report Equation:
0.91 cfs
w7010 per Report Equation:
2.66 cfs
3002 per Report Equation:
3.50 cfs
Drainage Area Ratio: 1.84 :1
[ new DA / Da at gage ] Continue
Weighted Ratio: 0.72 :1
Over -ride Inappropriate Site:
Drainage Area New Site:
MAR New Site:
Weighted Qave per Report Equation:
Weighted s7Q10 per Report Equation:
Weighted w7010 per Report Equation:
Weighted 3002 per Report Equation:
18.12 miles squared
1.2 cfs/mlles squared
21.74 cfs
1.45 cfs
4.32 cfs
4.82 cfs

Kenh► Regeonid WNRP KC006481"
Temperature / D.O. Determination for Model
if raw. a "W na -- I to Isauwe WqL d a0. ant "taq` tutu, aM dobuta RUNUM
M?a pawtI In taiprtt I ant cramp oo rorOM Oaaw" am 00 to Tin paint. tarp. ad
Lin 00raraukaNbWnnrawlaarornrwooamew hOWMIUwIJ*-Ova
Td City Haven Rest Nome U00037311
JN klabw tMIROM
Tone erature
Dissolved en
% Saturat4on
r
9
7.0
65A%
9
7.4
63.8%
9
7.2
62.1%
10
7.6
67A%
Jui-92
10
7.3
64.7%
Jd-92
10
7.4
65.6%
Oct-92
11
7.6
69.0%
04*93
13
7.7
73.1%
04*93
15
7.6
76A%
Oct-91
/5
7.8
77A%
Oct-91
15
7.4
73A%
0091
16
7.6
77.0%
Ocl-93
17
7.4
76.8%
Aug-93
17
7.3
75.6%
Oct-91
17
6.6
68.3%
Sep-91
17
7.5
77.6%
Sep-91
17
7.6
78.7%
Oet-93
18
7.4
78.2%
Sep-93
16
7.4
78.2%
Aug-93
18
7.6
90.3%
id-93
18
7.0
74.0%
Sep-92
Is
7.6
$0.3%
Sep-92
18
7.6
90.3%
Aug-92
15
7.4
73.2%
sepal
18
7.7
81A%
Aug-91
1s
7.5
79.3%
sepa3
19
7.4
79A%
Aug-93
19
7.4
79A%
Aug-93
19
7.4
79.8%
Jda3
19
7.2
77.7%
Jul-99
19
7.3
78.7%
sepal
19
7.4
79A%
Aug-92
19
7.2
77.7%
Aug-92
19
7.3
78.7%
sepai
t 9
8.1
87A%
SOpa3
20
7.6
83.6%
Jul-93
20
7.6
63.5%
Aug-92
20
4.7
95.7%
Aug-91
20
7.7
64.7%
Aug-91
20
7.4
8fA%
Jdat
20
7.7
54.7%
SOpa3
21
7.9
88.7%
Aug-91
21
7.6
85.3%
Jd-91
21
7.8
87.5%
Aug-91
22
7.6
67.0%
Jd-91
22
7.6
57.0%
Jd•91
22
7.6
BSA%
19 1
7.2
77.9%
3110194

Temporal" 7 D.O. DetgrfdF dm for Model
r vWMa for defy mwilori, lw iMeeem UM. and D.O. San on WM.(010)
debMWequarWas. Ueet Mthpe ntleIn W�endmwape DOeWseon
imiM tlw DO b 75N prarNs bep. eM NerBpe W esaraCon. IWA OW vaWe inb
iM ea«n W ff." last yore JJy-OdaWr)
Kynwood Subdivision NCOD46752
UPSTREAM
Month I
Temperatme
DlssolvedOxygen
%Setvadon
Oct-93
14
5.9
57.3%
Ocl-93
15
5.7
56.6%
Oct-93
16
.8
56.7%
Sep-93
18
57.8%
Sap�93
16
59
59.8%
Aug-93
16
6.8
58.8%
Aug-93
16
5.8
68.8%
Aug.93
16
5.7
57.8%
Aug-93
16
5.8
68.8%
Ju493
16
5.8
58.8%
sgP93
17
5.8
60.0%
Ju493
17
5.0
61.1%
Ju493
17
5.7
59.D%
Ju493
17
5.8
609%
OM-92
17
5.6
60.0%
Sepp92
17
Aug.92
17
69.0%
Aug-92
17
5.7
59.0%
Aug-92
17
6.8
60.0%
Ju492
17
5.8
60.0%
Ju492
17
63
59.0%
Oct-91
17
6.0
62.1%
00-91
17
5.9
61.1%
Sep-93
18
5.7
00.3%
Od-92
18
5.8
61.3%
Od-92
18
60.3%
Sep42
18
592%
Sep-92
18
5.7
00.3%
Sep-92
16
5.8
61.3%
Aug.92
18
5.8
61.3%
Ju492
18
5.0
61.3%
Oct42
19
5.9
63.6%
Ju492
19
5.9
63.8%
Oc141
19
5.9
63.8%
Od-91
19
59
63.6%
Sap91
19
6.7
61.5%
Sep91
20
5.7
62.7%
Sep91
20
59
64.9%
Sep-91
22
5.8
BSA%
Aug41
22
5.6
64.1%
Ju491
22
59
66.4%
Ju491
22
SB
66A%
Ju491
22
59
66A%
Aug-91
23
5.7
66.4%
Au9.91
23
5.7
66.4%
Au p 91
2M1
5.7
67.]
Juf9l
28
5.7
70.3%
19
S7
61.3%
75thperceneN _x DO et_de9tawavengexeerduWon
3110194

Temperature I D.O. Devard adon for Model
r values for day monitoring for Iftsus m temp. and D.O. Sort on temp. (010)
deftwate quarWes. Use the 75th percKd10 In temperature and average DO safuratlon.
ermine the DO for 75th percerdIls temp. and average DO aaeradon. Input that value lift
Md screen d Wade! last three yom ( Jay - Oet*w
Abington Village Subdivision N000M461
UpSTRRSY
mwm
Dissolved an
% Saturation
r
14
15
0
5.8
57.5%
15
5.8
57.5%
15
5.8
57.5%
16
6.7
57.8%
Sep-93
16
5.8
68.8%
Aug-93
16
5.9
59.8%
Aug-93
16
6.1
01.8%
Aug-93
16
6.1
61.8%
Aug-93
16
6.8
59.8%
Jul-93
16
5.7
67.8%
Jul-93
16
5.8
59.8%
Aug-92
16
5.8
58.8%
Sep-93
17
5.8
80.0%
Sep-99
17
6.9
80.0%
Aug-93
17
5.9
61.1%
Jul-93
17
5.8
80.0%
J693
17
5.7
59.0%
Oct-92
17
5.8
60.0%
Sep-92
17
5.7
59.0%
Aug-92
17
5.8
60.0%
Aug-92
17
5.8
80.0%
Jul-92
17
5.9
61.1%
Ju�92
17
6.8
00.0%
Oat-91
17
&0
82.1%
Octm
17
&0
62.1%
Sep-93
18
6.8
61.3%
W-W
18
5.8
61.3%
Od-92
18
6.7
60.3%
Sep-92
18
5.7
80.3%
Sep-92
18
6.8
61.3%
Aug-92
18
5.9
62A%
Jul-92
18
6.9
62A%
Od-91
18
5.9
62A%
Od-92
19
6.9
03.6%
SW92
19
5.9
63.0%
JuE92
19
5.9
83.0%
Od-91
19
5.9
83.0%
Sep-91
19
6.9
63.0%
SW91
20
5.9
64.9%
Sep-91
22
5.9
67.5%
Sep-91
22
6.9
67.5%
Aug-91
22
5.7
652%
Jul-91
22
5.9
07.6%
Jul-91
22
5.9
67.5%
Jul-91
22
5.8
66A%
Aug-91
23
6.8
67.6%
Aug-91
23
5.7
86A%
1
24
5.8
68.9%
Ju 91
26
5.7
70.3%
19
53
62.0%
lath perowWb _% DO at _degreesaverage % sautcra9on
3110194

Temperature / D.O. Deteon for Yodel
r valves for daly morftairy for Instream temp. and D.O. Sort on temp. (D10j
dellneste quartles. Use the 75th pemenfle in amperat= and aysrup DO saeualon.
wdra the DO for 75th percedU terrp. and aw W DO saturation. irput that vdw into
and screen d model last d w years ( J* - October j
Greystone Forest Subdivision M00078115
u0CMUCAU
Youth
T
Dissolved Oman
% Saturation
Omw
Oct-93
IV
10
8.6
AL M
782%
Oct-92
10
12A
109.9%
Oct-92
11
12.2
110.7%
Oct-93
12
80
74.3%
Oct-93
12
82
7&1%
Oct-93
12
8A
7&0%
Oct-92
12
112
104.0%
Oct-92
13
10.8
102.0%
Jul-92
13
102
98.9%
Jul-92
15
11.8
117.1%
Jul-92
16
10.8
10gA%
Jul-92
16
11.6
117.5%
Aug-93
22
6.0
68.8%
Aug-93
22
6A
73.2%
Aug-92
22
12A
141.9%
Aug-93
23
6A
74.8%
Aug-93
23
6.0
69.9%
Jul-93
23
8.7
78.1%
SW92
23
10A
121.2%
Aug-92
23
12.6
146.9%
Aug-92
23
10.8
125.9%
Aug-93
24
62
73.8%
Jul,93
24
8.9
81.9%
Jul-93
24
6.9
81.9%
Sep-92
24
12A
147.3%
Sep-92
25
112
135.8%
Sep-92
25
10.8
130.8%
92
25
112
135.6%
Ju 93
1 28
7.0
88.3%
23
&5
100.6%
Tmh psroenttw =% DO at _degrees average % sauturatlon
3/10194