NC0023086_Wasteload Allocation_19770208

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: Ft ryL Ad ✓��'�� D �
Areawide (208) Planning Area: r _
Facilities (201) Planning Area:.r
ituLijaja
4
3
2
)0
—
)0
— -
-
- ----
-- - --
)0
30
sor
00
50
BO
70
50
50
40
---
30
20
10
0,0 0,2 O,'f
Design Fluty [mgd]
A. RECEIVING STREAM /t.wwGe•kt� /`�'-"�"'
G- Tl2
i9. zs
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`;'
Design Flow (MGD) O.3 L°
BOD5 (mg/1) 30 A dvM,
Ammonia Nitrogen (mg/1) — 040
Dissolved Oxygen (mg/1) — 11
Total Suspended Solids (mg/1) .30 (:,{�
Fecal Coliform (#/100 mi) of-cr
pH (S.U.) 6 - j 1,t.,)
I,6 2
/z fO
(v O O
0321
2D
0. 0
D. COMMENTS
uoD
0.�
1.8
4,,a_
I ID
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
31
IA
ORIGINAL
FIRST UPDATE
JDF
PAGE
L TlJD Z-
SECOND UPDATE
THIRD UPDATE

FACILITY: Fonig U, Aqi c 0 rt-
" o "
Qw = 0. 3
Dow, =
Qs = .11f•
Cs = 2_
DOs
DATE:
{ 35- + n}
ki It f .35 + 39 I
QR- =
CR 0 K2 =
DOR = 0 ;0, S
Kl = a. qv K2 = .96)(22,37-E ,3- )
K2 , 98 I.zl&.Z
DOSAT = 1%2— KZ =j1,1 0
A=
B =

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: � iLDD,� „ , , —
Areawide (208) Planning Area:lyte "` �"
Facilities (201) Planning Area:,),bf—dit;_
Imo: o,S4
5
4
3
2
)01
)0
)0
30
00
0
70
60
50
40
30
20
10
0,a a,oD2 0.004
Design Flow [mud]
o DO,
su„�,,..0
A. RECEIVING STREAM
Classification:
7/10 Flow (cfs)
ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) 743, b
Stream Velocity (fps) O.5
Stream Depth (ft) 0•09
Elevation @ Discharge Pt. (ft) /bb 0
Drainage Area (sq. mi.) 0 ./
7/10 Yield (cfsm) 0, d
Design Temperature (°C) 2 D
Groundwater Runoff (cfs/mi) o , O
Deoxygenation Rate (K1 Base e) /,a
Reaeration Rate (K2 Base e) a,a
.a
B.
Gzv�e�
e-Tie.
a, 0
Min. Daily Avg. D.O. (mg/1)
UpstreamBQuality
OD (mg/1) L, 0
D.O. (mg/1) 7.3
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD)
BOD5 (mg/1)
Ammonia Nitrogen mg/1)
Dissolved Oxygen(mg/1)
Total Suspended Solids (mg/1)
Fecal Coliform (W/100 ml)
pH (S.U.)
D. COMMENTS
O.00¢
3a
3 a
6-1•S
a�tfi
cc-ob
o ' / 1 -1 / 50, ( 1-11•k
b-e!L 1 Z b5
o.u+.00(o 743 I
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL
FIRST UPDATE
PAGE
L1aJO
SECOND UPDATE
THIRD UPDATE