NC0034754_Wasteload Allocation_19761231

NPDES DOCUIdENT SCANNING COVER SHEET
NC0034754
CommScope WWTP
NPDES Permit:
Document Type:
Permit Issuance
(Wasteload
Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
December 31, 1976
This document is printed on reuse paper - ignore any
content on the re-srerse side

tsa
WASTE LOAD ALLOCATION REQUEST
/r Actual Facility
/i/ Proposed Facility
— r�
TO: Mike McGhee, Technical Services Date Needed /2./3/ /� ti
b
FOR DATA MANAGEMENT US ONLY:
FACILITY NO.
FROM:
4AN. Q✓erark
Date of Request /D / 4/ 76 JI2(
SUBJECT: Effluent Limits for NPDES Permit No.(001 )
Pipe No.(003 )
Permit Application Received (802 )
Draft to Public Notice (805 )
Discharger Name (103 )
Conin/ii C7iC6
County (104 )
I
aE
Type (40.122.,
%%Mu✓ d
q uiv. Pa on Ser(02
too Pir•00,47pes
)
Latitude (115 )
350 3%/ .30„
Lon itude )
g (116
po D1 ' 5o"
201 Area (263 )
208 Area (264 )
Subbasin(112 )
03 -° 1"-32
Stream Classification (269
C.
Receiving Str am (09 ),
o%4 /Tine GretI(
6 7;j A ,Nall Cie
Drain. Area(267)
/• 2 S . kjeJ
7/10 Flow(270)
D. 3a 0
Ratio Waste 7/10 (303 )
Design Capacity (207 )
.25-6d 'P.D
Design Teperature (NKP)
2
Elevation (NKP)
87
Location Discharger (NKP)
cd• wS 6 �W n V , or...
47
Principal Product (NKP)
6 a-C
Sample No.
�K LELE41C/
BOD5 (mg/Z)
310
Fecal Cali form
/100m1 3161
emperature
° F 11 ✓
DO (mg/Z)
300
41
I - Mo. Average Concentration
01
3 a
g o a
g)Va r
-
- Wk. Average Concentration
02
J - Minimum Concentration
03
K - Maximwn Concentration
04
M - Monthly Average Loading
05
- Weekly Average Loading
06
P - Minimum Loading
07
Q - Maximum Loading
08
,
.
T - Frequency of Analysis
09
W - Sample Type
10
-Total NMI /NH3-N
(mg/Z) 530 e/
/
(mg/i) 6001/
p71 (units
400
I - Mo. Average Concentration
21
36
—
4-9
- Wk. Average Concentration
22
J - Minimum Concentration
23
K - Maximum Concentration
24
M - Monthly Average Loading
25
- Weekly Average Loading
26
P - Minimum Loading
27
Q - Maximum Loading
28
T - Frequency of Analysis
29
W - Samp Ze Type
30
UOD (NKP)

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2.� 3,0

ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: C(jI m y o i ;
Areawide (208) Planning Area: 'h - _ ii
Facilities (201) Planning Area: y -4)A. ,,,„
E/W/11.a
5
4
3
2
10
—
--
10
10 ,----
—
--
—'—
)0
i0
1
)0
IO
i0
I0---
----
---
10
--------.
10 ---
_.--- - -—
10
0 .004-
Design Finw [mgcl]
A. RECEIVING STREAM
Classification:
7/10 Flow (cfs)
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge
Drainage Area (sq. mi
7/10 Yield (cfsm)
Design Temperature (°C)
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)
BOD5 (mg/1)
Ammonia Nitrogen (mg/1)
Dissolved Oxygen (mg/1)
Total Suspended Solids (mg/1)
Fecal Coliform (N/100 ml)
pH (S.U.)
D. COMMENTS
Pt. (ft)
D o
L^0/) n/%i%ie
3
S"a, a
J•�
0 =?
70
/.). -2.
o.oS(est)
1 p I. S
1-4
•
7 6.5"
3p
3D
6--/
�i D
STATE OF NORTH CAROLINA
DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL [ FIRST UPDATE
!Alin 1PI
PAGE
CT/2r
SECOND UPDATE
THIRD UPDATE