NC0057151_Wasteload Allocation_19770421

N0057/51
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: IY1 #IeS J} I L C_ 2 0
Areawide (208) Planning Area:
Facilities (201) Planning Area:
S
4
3
7
e
W
4q. ��2- � 69 31 b of
. I
)0
10
10
DO
80
so
70
60
so
40
30
20
10
A. RECEIVING STREAM L/ TTi�E 1 ✓i y Gam` EiG
Classification:
L
7/10 Flow (cfs)
3 s --7
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
7 1. 6
Stream Velocity (fps)
O •2-1
Stream Depth (ft)
/I/ 7
Elevation @ Discharge Pt. (ft)
Z Zo 0
Drainage Area (sq. mi.)
3 S. 7
7/10 Yield (cfsm)
0. c 7 f
Design Temperature (OC)
Groundwater Runoff (cfs/mi)
2
O. z sf�
Deoxygenation Rate (K1 Base e)
o .y
Reaeration Rate (K2 Base e)
S• 6
Min. Daily Avg. D.O. (mg/1)
S O
Upstream Quality -
BODu 4mg/1)
2
--'7
D.O. (mg/l )
, 6,S-
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
0. 3 5 0.qs- O.S
BOD5 (mg/1)
7 0
Ammonia Nitrogen (mg/l)
Dissolved Oxygen (mg/1)
-
Total Suspended Solids (mg/1)
2 0
Fecal Coliform (#/100 ml)
1000
pH (S.U.)
D. COMMENTS DODat
//O mq 1
Detldn Flow [mgd]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE

9 � 0)-1//-o + Q
slop- ,

s/ 3
ASSIMILATIVE CAPACITY EVALUATION --
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: M99S µILL ?-0
Areawide (208) Planning Area:
Facilities (201) Planning Area:
5
4
3
2
(1.0125),61(�O.ti���
---
3.9 •Z'f
011q 1
)0
)0
)0
DO
00
so
60
70
60
so
40
30
20
ie
A. RECEIVING STREAM GgBe/EL ClefaK
Classification:
C
7/10 Flow (cfs)
n . y 7
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
a 4•
Stream Velocity (fps)
Stream Depth (ft)
_Q.
O
Elevation @ Discharge Pt. (ft)
2 0 0 o
Drainage Area (sq. mi.)
3.
7/10 Yield (cfsm)
D, 2
Design Temperature (OC)
Z 3
Groundwater Runoff (cfs/mi)
o, O
Deoxygenation Rate (Kl Base e)
o ,S
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
, a
Upstream Quality -
BODu (mg/1)
D.O. mg/l)
"I -
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD) C.U,
O. 2
BOD5 (mg/1) =�
30
30 .30
Ammonia Nitrogen (mg/1)
— —
Dissolved Oxygen (mg/l)
/10
3. 0
Total Suspended Solids (mg/1)3o
10� 0
3 0 gc
Fecal Col iform (#/100 ml ) /Ov-
/000
11900 a0
pH (S.U.) F-9
Ln-q
DOgat.
Zj Mn/1
D. COMMENTS 11
//0 mg/1
/
Design Flow [mgd]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
FR8'D4

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: M O2S M, L 'Z f7
Areawide (208) Planning Area:
Facilities (201) Planning Area:
S
4
3
2
C1I.zg75)
L.o
I,5 3�3
ie
)0
)0
)0
DO
so
so
70
60
so
40
30
20
to
A. RECEIVING STREAMSR
Classification: C'
7/10 Flow (cfs) "? . -Z
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) �41 7
Stream Velocity (fps) O. / —
Stream Depth (ft) 0• Z
Elevation @ Discharge Pt. (ft) I.0 0 0
Drainage Area (sq. mi.) 6 ,y
7/10 Yield (cfsm) D, /
Design Temperature (oC) 23
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) Z _
D.O. mg/l) �.
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
BOD5 (mg/1) 3 0 30 3
Ammonia Nitrogen mg/l)
Dissolved Oxygen (mg/1) 2,a 3.
Total Suspended Solids (mg/1) 0 3 0 3 t
Fecal Coliform (#/l00 ml) D /0 0 0 /00
PH (S.U.)
DO at 9-7 mq/1
D. COMMENTS U0 // 0 mg/1 //0
•�V
Detl`n Flow [mad]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL I FIRST UPDATE PAGE SECOND UPDATE THIRD UPDATE
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