NC0023981_wasteload allocation_19761020

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: G� -y o 4.E414oi12— mua,c,Pr9L t.r1A
Areawide (208) Planning Area:
Facilities (201) Planning Area: 6-44„.
d : I�1'
S
K1: I.SI(,3St i.1
'2S)(.-) ), 0,51
U5Cr5, #'S
SFO 71s
- (AA,
Soo
400
300
200
100
70
70
60
50
40
30
20
10
��
-
.. it i d
Design Flow [mgd]
A. RECEIVING STREAM
tow -' Lree-d
Classification: C.
7/10 Flow (cfs)
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) /0
Stream Velocity (fps) 0,6"
Stream Depth (ft) J.1/7
Elevation @ Discharge Pt. (ft) II o D
Drainage Area (sq. mi.) '�
7/10 Yield (cfsm) 0.2-
Design Temperature (0C) Zit
Groundwater Runoff (cfs/mi) 2 : a
Deoxygenation Rate (K1 Base e) 0'�1
Reaeration Rate (K2 Base e) 31
Min. Daily Avg. D.O. (mg/1) 6-•0
Upstream Quality -
BODu (mg/1) z .17
D.O. (mg/1) 7. 66-
7. Z)
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGD) 6.0
BOD5 (mg/1) z 3
Ammonia Nitrogen (mg/1) 13
Dissolved Oxygen (mg/1) S 0
Total Suspended Solids (mg/1) 3 0
Fecal Coliform (#/100 ml) I o ei
pH (S.U.) G
Doi..z 8. ,,J r,_
D. COMMENTS uoD = yS �.�►R
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL
FIRST UPDATE
PAGE
c7B31 S
SECOND UPDATE
THIRD UPDATE
10-2o-) J,r0FL

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: City OF L1; aoi e.,
Areawide (208) Planning Area:
Facilities (201) Planning Area:
6
Tir
5.Letew"
lifIlivf
(4-1 2, 07 O - o,4 .;‘ b. '
k,G
�rl 52.E f'^ J
? -'
LocJ 1)0d Irn4 P /l)
PLAN is e- ga1J6r
Y�24> 50 IS
Sue -ARS/A)
1
5
4
3
2
o414
w
DO
o
DO
_r_♦
E.
minim
1111
Ilir==�_
III
Ee 2 2 a M 0 G
======
____W_
1.111
MI
111
. 2 g S 4
z
Design Flo w (mgd)
STATE OF NORTH CAROLINA .DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
A. RECEIVING STREAM LO14Ei2,.
Classification:
•C n
7/10 Flow (Qs): 740
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi) l0
Stream Velocity (fps) /.5'
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm) o
Design Temperature (C)
Groundwater Runoff (cfs/mi)
Deoxygenatiem Rate (K1 Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
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 (#/100 m1)
pH (S.U.)
D COMMENTS
bOsal
o, 53
1000
35'
D.Z
z. o
1.L1.
Sa
6.0
30
5. o
30
Z.oa
uoD 1M)
I.f
K1: 1,5-1`.35-t ,r3 .�3J(.716)
1.34
KL: ,54(Ia)(i,$)(.811)
ORIGINIL I I FIRST UPDI TE 1
i
PAGE
ors 31
J
SECOND UPDATE THIRD UPDATE