NC0020061_wasteload allocation_19770208

6'(-,P.. a JB/-7
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: 5 p�u'� � � �
Areawide (208) Planning Area: N07,,,_ D
Facilities (201) Planning Area: S __ %4
500
Soo
100
-
-
—
--
--
...--
too
-
--
too
90
so
70
60
s0
- -
--
—
40
—
3C
—
p
20
-
,0
Wvks ,
A. RECEIVING STREAM
Classification:
C
7/10 Flow (cfs) _
O
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
/ 7
Stream Velocity (fps)
5
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
a
7/10 Yield (cfsm)
Design Temperature (OC)
Groundwater Runoff (cfs/mi)
p
Deoxygenation Rate (Kl Base e)
/,33
Reaeration Rate (K2 Base e)
7. 6 S'
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu (mg/1)
D.O. (mg/l)
7. .
C. REQUIRED EFFLUENT LIM_I_TS
Design Flow (MGD)
o. a
BODS (mg/1)
Ammonia Nitrogen (mg/1)
3
Dissolved Oxygen (mg/1)
6
Total Suspended Solids (mg/1)
3 0
Fecal Coliform (#/100 ml)
-
pH (S.U.)
ID. COMMENTS
0.1 a,R 43
Design Flow [mgd]
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL L FIRST UPDATE PAGE SECOND UPDATE �- ,--��— _ THIRD UPDATE

rF H,
1

DATE: -2 -- ?) -7 .
DATE REL£ISI£D:
DATE ALLOCATION NEEDED:_AakQk
MEMO TO: Mike. McGee
FROM: co`e1xv+--\"S\-
�.�+f
SUBJECT: Effluent limits for Permit Review
DISCHARGE IOE`VTITY -S� ek i,-n ` �/o f e, -gTp
COUNTY: &14,-5 h
SUB -BASIN: - o
RECEIVING STREAM:
7/10 MINIMUM FLOW:
LOCATION OF DISCHARGE:
DESIGN CAPACITY: cr 2 O Al !;i J)
Parameter
UOD
BOD5
T-K% N !V
TSS
Coliform (Fecal)
pH
Temperature
..b D
REMARKS:
EFFLUENT LIMITS
CLASS: D
SLOPE: eet/mile
f-; C
Limits
<I3
S-
2
3.�
lo--&
b srea k.-

t n
Creek �/t� 4�
C, e e-z
j e
)c rf4
,X ss< am, r, 6'e
0 ollt�-T-

6
DATE: /I-- :20-7S
DATE RECEIVED:
DATE ALLOCATION NEEDED: 0.5
i'iVIO TO: dike McGee
SUSJECT; Effluent limits for Per -mil; Review
?EHEIVING STREAM: CLASS.: Jr
7/I0 FLOW: (� SLOPE: feet/Mi ie
LOCAT10!Al OF DISCHARGE:
DE- SIGN Cr,PA. CI T_\1 ? p,,'Z,
EFFLUEiNT LIMITS
P-r ?.E!ter
Lijill LS
U`J D
TKjN
TSS I✓'.
Col i fo rr, (EL ca
""
Tempe rat--ur--
iR KS ;

ral
W/C 0.7-
O�j
17
0-07 OT
6 D' 7�1'
v uso-"
0,29
0- z

Date
Memo to: Mr. Mike McGhee
From: Charles Gordner
Subject: 201 Facility Plans
Planning Area r� y ;J!q Date Received S G
County
Sub-basin(S) �1-7- G Z
Load Allocations Due Date
Treatment Plant Design Considerations
Facility
1.
2.
3.
Discharge Site Locations:
Facility
1.
2.
3.
Information Requested:
Des.Cap.
BODult
BOD3
SS
TKN
F.Coli£orm
--mgd
mg/l
mg/l
pa/I
mg/1
MPY1100 ml
Location
Comments: /07 i-h c�)y�C �Prrvrxs
J
I F

'tp
III-8
TABLE III--4
EFFLUENT QUALITY
LIMITATIONS
Sanford Facili - ties
Planning Area.
Discharge
Design Flow
UBOD
BOD
-TKN
SS
Location,
(mg/l)
(mg/1
(mg1l)
(t�g 1)
(�.Jl)
Tar River
0.2
200
'100
ZO
:30.
.,at Turkey Creek.
0.4
✓
190
90
-26
30
0.6
120
60
45
30
ar Rimer
Tar
✓200
-160
....20
m
at N. C. 1145
0.4,V
190
90
�o
30
.0.6 ✓
120
60..
...15.
30
0.8 ✓
100
.50
30
Hendricks Creek
0.2
�42
22
.5
30
at Spring Hope Plant
0.4
42
22
.5
30
0.6
42
22
..5
30
Turkey Creek
0.12
41
21
5
30
.at Little Turkey Creek
0.4
35
19
.30
:0
32
16
4
30
NOTES:
1. Source: North Carolina Division of Environvaental.Management
2. UBOD = BOD + 4 (M)