NC0062413_Wasteload Allocation_19840724

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit:
NC0062413
Linville Ridge Country Club WWTP
Document Type:
Permit Issuance
asteload Allocation --
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Determination
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
July 24, 1984
This document is printed on reuse paper - ignore any
coriterit cork the reYerse side

OFFICE TO COMPLETE)
(TECHNICAL SERVICES TO COMPLETE)
�sNPDES WASTE LOAD ALLOCATION
Facility Name: IlN�� ���u�v�•• AFL«'
Existing l �J
El. Permit No.: Pipe No.: O O / County: ,y Ufa[
Proposed 7-7A
• G %,/�
Design Capacity (MGD) : ' O/5"Mt di Industrial (% of Flow) : /f,l Domestic (% of Flow) : /00 ,
Receiving Stream:Jiui Foie at. Ziit, vi / 6., :;;Ife.ic Class •�4�u-� Sub -Basin: b3 - ('3 -310 // JJ/
Reference USGS Quad:. NZ..d Please attach) Requestor• /l%.,�P, -2/Q Regional Office i`lSf�ealsue
(Guiddiee finitidiew if i cable, are to he Fisted on the back of this form.)
Engineer
Date Rec.
#
IQ_0
C. - A 5
q83
Date: 6'/B-R1"
Design Temp.: nn
7Q10: ©. t C S
Winter 7Q10:
Drainage Area: a z
Cc) 1 Os
Avg. Streamflow: U. C (4.S
30Q2: h. 2 0 rs
Location of D.O.minimum (miles below outfall): O Slope.
Velocity (fps) :, O. � 2-2 Kl (base e, per day, C) :tet
O,
A/5 6 .
K2 (base e, per day, C) •.
0.0
Effluent.Monthly
Characteristics
Average
Comments
.t C.
�6
f�
ix
6__
.
E
Coa. Ca Mr,,,
1 000
/ ibo ,�(
ISS
30
.�1�
C(`
i9
_t �t`5.11X
Original Allocation
Revised Allocation
Contirmation
Prepared By:
1 ✓1
Effluent
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
L-45!ide (ZLiV
11
Reviewed By: I- !. ti.U-(I
'%, , .S V ' 4 A^
Date: 7 - 24 -Sy

REQUEST NO, 983
**k****************** WASTELOAD ALLOCATION APPROVAL.. FORM ** ?************* :****
FACILITY NAME
TYPE OF WASTE
COUNTY
. LINVILLE RIDGE CLUBHOUSE
: DOMESTIC
: AVERY
REGIONAL OFFICE : ASHEVILL.E.
W:st Fork
RECEIVING STREAM / : 7010 : .1 CFS
DRAINAGE AREA
• 24
SQ.MI.
************************ RECOMMENDED
WASTEFLOW(S)
BOD-5
NH3—N
D.O.
PH
FECAL COLIFORM
TSS
RES CL—
REOUESTOR : MIKE PARKER
W7010 : .I
STREAM CLASS : C—TR
CFS
30,92
.Z cgs
EFFLUENT LIMITS **,:***:k***************`l•*
(MOD) : .015 I..TMTTS APPLY TO Ail _ SITES AND
(MG/L) 4
4 30 SUMMER AND WINTER.
(MG/L) :
(MG/L)
(SU) : 6-9
(/100ML): 1000
(MG/L..) : 30
(UG/L)
t9
*******************************************************************:K****:*******
FACILITY IS : PROPOSED (V) EXISTING ( ) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVTOUSI.Y TS^UFD
REVIEWED AND RECOMMENDED BY:
MODELER : — .c04_r 5.).4.4. :. fi DATE :..1.g(..
.__.
SUPERVISORrMOUELING GROUP : !_._.DATE :.7_7,//J
REGIONAL SUPERVISOR ___ .0-.�+.._ _ DATE :
PERMITS MANAGER
RECEIVED
J U L 2 31984
tkIKTEP QUALITY SECTION
OPERATIONS BRANCH
•
_ _ _.DATE :... 2- 3 -c't

J
7?___Cb
i
L}‘ALdricAZ't
d(ly C C,-,
keL-o_r_e. \
z.. 13-8-2, e81/
r to 1 z(1
t!z1 /84
_ 5 . .1),d,. _' .
14 eA : .60
36a.Z= _ 2_.
li
QW - (0 tS_
82, g i m s 44+o 0,0 . 2.
2t
_13
17 Qs' = • '-‘) w 7 Ltd Qo ..-- .. 3
\Ai14ib ; -4
-"D ;s:,--Cc_Le, •( raci
2V) - 3 g ea , g = LlS0 -�

********** MODEL RESULTS **********
DISCHARGER :LINVILLE RIDGE CLUBHOUSE
RECEIVING STREAM :WEST FORK LINVILLE RIVER
**********************************************************************
THE END D.O. IS 9.24 MG/L
**********************************************************************
THE END CBOD IS 7.89 MG/L
**********************************************************************
THE END NBOD IS 0.00 MG/L
**********************************************************************
THE D.Q. MIN. OF SEGMENT 1 IS 6.82 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 110 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.015 MGD
**********************************************************************

34* MODEL SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE i
LINVILLE RIDGE CLUBHOUSE SUBBASIN 030830
WEST FORK LINVILLE RIVER STREAM CLASS: C-TR
.1 CFS WINTER 7010 S .2 CFS
19 DEGREES C. WASTEFL.OW S .015 MCD
ILENGTHISLOPE I VELOCITY (DEPTH l K1 1 Kri 1 SOD 1 K2 1 NetPSl
(MILES IFT/MI 1 FPS 1 FT 1 /DAY 1 /DAY 1MC/M2DI/DAY IMG/L./I+I
SEGMENT 1
REACH 1
1 1 1
1 1.001450.001
1 1 1
0•222
1 1 1 I
1 0.26 1 0.83 1 0.00 I
1 l I 1
1 1 1
0.01 48.921 0.001
1 1 1
SITE 1
ALL RATES ARE AT 19 DEGREES C.
* * INPUT DATA SUMMARY ***
FLOW 1 CBOD 1 NBOD 1 D.O.
CFS 1 MG/L 1 MC/L 1 MG/L
SEGMENT
1 REACH 1
WASTE
HEADWATERS
TRIBUTARY
RUNOFF
0.023 1110.000
0.100 1 2.000
0.000 1 0.000
0.200 1 2.000
0.000
0.000
0,000
0.000
0.000
8.400
0.000
8.400
* RUNOFF FLOW IS IN CFS/MILE