NC0004961_Assimilative Capacity Evaluation_19771103

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ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: !Pule PowF—C cz• — PtuaiZdElI-D PL0 r at 1
Areawide (208) Planning Area
Facilities (201) Planning Area:-;,�,,,�
A. RECEIVING STREAM GFI7-'7r �JQA
R I UES
Classification.
7/10 Flow (cfs)
V170
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
Design Temperature (OC)
Groundwater Runoff (cfs/mi)
Deoxygenation Rate (K1 Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu(mg/1)
D.O. (mg/1
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
O . b D 3
BODS (mg/1)
30
Ammonia Nitrogenmg/1)
(mg/1)
—
Dissolved Oxygen
Total Suspended Solids (mg/1)
a
Fecal Coliform (#/100 ml)
—
pH (S.U.)DO
U05at
D. COMMENTS
mo/1
G✓f,L Ytl-G.��-�� ice-,_ ?mow � .
0.01 0 02 0.03
Derlan Flow [mad]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL I FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
11 -3 -?i JaF C_ra 33

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION• ]jU KE POP) /1 A/ 16 /Z- NZ
Areawide (208) Planning Area. lto-11 —
Facilities (201) Planning Area:
A. RECEIVING STREAM n OUNTF1 /� J -3L -/T LAK E
1
E
�Wlr✓( h hin...J S
fJ- f
7/10 Flow (cfs)
IL7 O
U 47
IM A }(
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft)
/Do
T . �P�� � ���1-�i
� • �
1'o
7/10 Yield (cfsm)
Design Temperature (oC)
Groundwater Runoff (cfs/mi)
s
4
3
Z
Classification:
fJ- f
7/10 Flow (cfs)
IL7 O
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
Design Temperature (oC)
Groundwater Runoff (cfs/mi)
Deoxygenation Rate (Kl Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu(mg/1)
D.O. (mg/1)
C. REQUIRED EFFLUENT LIMITS
07
Design Flow (MGD)
O Z.
BODS (mg/1)
—
Ammonia Nitrogen mg/1)
—
Dissolved Oxygen mg/1)
—
Total Suspended Solids (mg/1)
/•;
Fecal Coliform (#/100 ml)
—
pH (S.U.)
jofal Copp©r(rrq/4O
6-9
l•O
ib�vl Zrav� C1nq/�.)
/• o
UU DO5at
D. COMMENTS
MIgQ
Design Flow [mad]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE UPDATE I THIRD UPDATE
11-3-77 1c7aF CTIS 33�771
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ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: Z)a4 r�.
v ✓ertZo w
Areawide (208) Planning Area. j
Facilities (201) Planning Area:
e
4
3
t
TS
A. RECEIVING STREAM 1,4DUjJ T6//d -LSLI9�Jb LF'r-F—
Classification:
4 -Z--,6
7/10 Flow (cfs)
¢-70
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
Design Temperature (OC)
Groundwater Runoff (cfs/mi)
Deoxygenation Rate (K1 Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu(mg/1)
D.O. (mg/1
C. REQUIRED EFFLUENT LIMITS
3 P T
Design Flow (MGD)
O • O 6 S
BODS (mg/1)
Ammonia Nitrogen mg/1)
Dissolved Oxygen mg/1)
Total Suspended Solids (mg/1)
so
Fecal Coliform (#/100 ml)
pH (S.U.)
SLt�� 5,4j., J90
oe
D. COMMENTS UOsDat
mnll
m6/1
Derlan Flow [mad]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL I FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
11-3-19 F LTb 33

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
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SOURCE OF POLLUTION: Dg4F— Pow GIZ. C�yy��,l�/✓c/
lh�f �✓cc er
Areawide (208) Planning Area: -LLQ.. - I /
Facilities (201) Planning Area:
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s
4
3
Z
A. RECEIVING STREAM %YI06W7 -11)-t5t""IIi L4/C F'
Classification.
-,V-
7/10 Flow (cfs)
4 i 0
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
Design Temperature (OC)
Groundwater Runoff (cfs/mi)
Deoxygenation Rate (KI Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu(mg/1)
D.O. (mg/1
C. REQUIRED EFFLUENT LIMITS
13
Design Flow (MGD)
U
BODS (mg/1)
Ammonia Nitrogen mg/1)
Dissolved Oxygen �mg/1)
Total Suspended Solids (mg/1)
$ 0
Fecal Coliform (#/100 ml)
7,91-4 caP� e, r � -...� /��
/ o
1I D�a% IrD h Cm /,1- _
S SeL dLi :, � �z)
/_O
--
O - /
Design Flow [m;d]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
CTQ33

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ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: -Du l( -F- AlUEp8 C�]J
Areawide (208) Planning Area. 7147, ,4�
Facilities (201) Planning Area:
z
A. RECEIVING STREAM 1/00- l%fj/Rl TSL/9A%-D Lf}/CE
Classification:
7/10 Flow (cfs)
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
Design Temperature (oC)
Groundwater Runoff (cfs/mi)
Deoxygenation Rate (K1 Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu(mg/1)
D.O. (mg/1
C. REQUIRED EFFLUENT LIMITS
E P T
Design Flow (MGD)
:36.3, 6
BODS (mg/1)
Ammonia Nitrogen mg/1)
Dissolved Oxygen mg/1)
Total Suspended Solids (mg/1)
3 0
Fecal Coliform (#/100 ml)
pH (S.U.)
—es (,.,g4l
6•S- 6, o
laA pro
/s
r+ �IP-)
Design Flow [mad]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
GT6 33