NC0062413_Determination_19900803

NPDES DOCIMENT SCANNINO COVER :SHEET
NPDES Permit:
NC0062413
Linville Ridge Country Club WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Determination
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
August 3, 1990
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content on the resreree side

State of North Carolina
Department of Environment, Health, and Natural Resources
Division of Environmental Management
512 North Salisbury Street • Raleigh, North Carolina 27611
James G. Martin, Govemor George T. Everett, Ph.D.
Director
William W. Cobey, Jr„ Secretary August 3, 1990
Mr. Andy Wiggers
CRW
452 Ellis Street
Augusta, GA 30903
Subject: Flows Estimates on the Linville River
Dear Mr. Wiggers:
Per your recent request, I have attached flow estimates for
sites on the Linville River. Two of the sites are located on the
Newland quadrangle while one is at the western end of the
Grandfather Mountain quadrangle. You should note that the drainage
areas are in units of square miles and all flows are in units of
cubic feet per second (cfs) .
The Division of Environmental Management (DEM) did not have
any flow estimates for the West Fork of the Linville River. If you
need flow estimates on this stream or further estimates on the Lin-
ville River, you may contact Rufus Allen or Amy Fogleman of the
U.S. Geological Survey in Raleigh, NC. Rufus and Amy can be
reached at [phone].
If you have any questions, please call me at [phone].
Sincerely,
21,6. c atapale_
Ruth C. Swanek
Pollution Prevention Pays
P.O. Box 27687. Raleigh, North, Carolina 27611-7687 Telephone [phone]
An Equal Opportunity Affirmative Action Employer

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isliN FLOW: FLA PANCE:
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USGS 'I.iSfER FILE CODING SHEET
Station Nur:13er uz! 13 015 1o16,7 f ✓
Type Station L21
Station Name
L ! s s s s ,
Latitude 3 1‘ 10i s s
Sequential Number • 0 , 0
County Code
112...2121. State Code � �l
Hydrologic unit Code ,O, 3.os�vs� ��� / _
Date: LL -L . G./ ,V , 3 .
Drainage Area t • , , •�• ,
Percent Rock Type "Al, •
11F•11
s s
11 G11
Average Flowi s s ,5-47.e t)
702 )iin Flow:
Flow, • t�. •0.D ,
Flow, 1 i!irL
so,�1
30Q2 Min
7C10 Min
(Summer)
7C10 ?:in Flow,
(Winter)
Geographic Factor 42.4 ,
Channel Factor .
, s V • 1
?Rotes:
tad
11Bt1
, ,
4
,
Longitude .0,/,5 � •�•
C`uadrangle umber C /. / •S , Ae
District Code s 3 ,
NRCD Basin Code '0,3 Q: ,4., d
Computed High Flow
•
"C" 1 , "D n t
Type
•
•
Range
Rance
Range
Range
Rance
5 r cfs to cfs _ 30 n
cfs to cfs ±
9 cfs to. / 7 rfs _ 30
'4/ cfs to _ to cfs ± go
cfs to
/0
cfs
3®
fi
.►
Cleared Land
Tidal L__A
in Basin
Estizate is based on records collected ag)r
indicates approximate in ter: al in which the actual
Di Estimate is based entirely on runoff observed
therefore ne degree of reliability is
[ cJ The error in this estimate prezably
and therefore only a range is Elven.
Vic_
Location:
•
1. • r�
SEP
near
at
attached
exceeds accuracy of the method USed
CO
✓
the site, and the range
value may lie.
nearby streams and
r�
n
-7 .�i y? �G /C,.r / s �•' C
5Jr-'7-6----15E3
IMALLONG PROGRAMS

Request No.
Site No.
D`ie ze
Station
Stat ion
CSGS MASTER FILE - CODING SHEET
Number i , Z, /, 3, g4,1,3,5—,0, Type Station
, a
Latitude s • 1
Sequential Number , 0 . 0,
County CodeState Code
Hydrologic Unit Code,
Computed High Flow,
Date ,
Longitudes .
Quadrangle Number •
s , , 1
District Code . .7_,
NRCD Basin Code , 0,3. 0, 8.310
Drainage Area , O, 0, 0.3 ,z • 7, 0 •
Percent Rock Type "A"==---
ttEn �= "Ftt
tIGtt
Average Flow' 0.. 0.0.0 , 7,Z• 0, 0,
702 Min Flow ' L . , , •
30Q2 Min Flow 0, .O,ii0•0,0
7C10 Min Flow ti0•d•U•0•0,0,
(Summer)
7C10 Min Flow , !,3• 0. ,
(Winter)
Geographic Factor sue•
Channel Factor , • Tidal
tt C tt j , , 4
Type
I
• ,
VDt,
L11
Range cfs to cfs
Range cfs to cfs
Range cfs to cis
Range cfs to cfs
Ranee cfs to cfs
jG
e r
Notes •
Cleared Land in Basin
it
[al Estimate is based on records collected at or near the site, and the rangyae
indicates approximate interval in which the actual value may lie.
[bl Estimate is based entirely on runoff observed at nearby streams and
therefore no degree of reliability is attached.
[c] The error in this estimate probably exceeds accuracy cf the method used
and therefore only a range is given.
[dl Approximately.
Location:
.t, c1urn< IIC . 1$