NC0024376_Wasteload Allocation_19820312

NPDES DOCUMENT SCANNING COVER SHEET
NPDES Permit:
NC0024376
The Wilds WWTP
Document Type:
Permit Issuance
'
Wasteload Allocation -
rI
-
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Technical Correction
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
March 12, 1982
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content on the reYerse side

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Facility Name:
Existing Y _
Proposed-
NPDES WASTE LOA ALLOCATION
bai I as eArois 7 dew 40 etui
Permit No : 11/C04,Z1414 Pipe No.: Q0 1
Design Capacity (MGD): a. 0 2 a Industrial (% of Flow):
Receiving Stream: 0 16'414 erea leh,. Class:
Reference USGS Quad:
(Please attach) Requestor-
(Guideline limitations, if applicable, are to be listed on the back of this form.)
gr. gra.
C' 6,6
Date: 0464 Alt Al 401
County: XedAl.f y1444444
Domestic (% of Flow) : /QD
ub-Basin: 1 114"i
•
4/44F O41R.1k;I2 aftelinsimt Office iovg:
Design Temp.: z ,D��n Drainage Area' �. 7 vir. �'
7Q10: %_ c -fS Winter 7Q10: 30Q2 • �r
Location of D.0.minimum (miles below outfall):
Avg. Streamflow• o� _ e�c-
Slope:
Velocity (fps): d .3 ( K1 (base e, per day, 20°C):
9.
K2 (base e, per day, 20°C)• 2.14
Effluent
Characteristics
Monthly
Average
/ SS
/12
Comments
Original Allocation ,I
Revised Allocation
Q
Effluent Monthly
Characteristics Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
epared By: 11(a.4,4 Reviewed By:
Date:

y/.
tf-)i l4s/ Car robtee-4-1
�c.�/•PP�PmC¢. Cesc�
0, 71
0,z4
av . (& e Q(i�i -- l go0
- 0,7/
ctfcek
0,z�
o►s�� 7/ /7,4.4.4

4
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7/, �d�-rr(.?7-a,1/3,&=2,1crs/44,c-%
D!} r u vi c-t = 01 z — 2,9) /3. 6 =. z, s' .;111441,
/4- O ISQ1f` e fo't4+
07 A 7,5-z).1-
77/ = ,ll f- L2? 11 = 6.yG
Di4 = 2.9 71. 'CM -'2:;41 = 7,7 we;-
o, 127 (6141,3 l a3
0,
D, -4;,s

Form V601
Facility Name:
WASTE LOAD ALLOCATION APPROVAL FORM
Wilds Campground and Conference Center
County: Transylvania Sub -basin: 03-13-02
Regional Office: Asheville Requestor: Dave Adkins
Type of Wastewater: Industrial
Domestic 100 %
If industrial, specify type(s) of industry:
Receiving stream: Toxaway Creek
Other stream(s) affected: -
Class: C-Tx
Class:
7Q10 flow at point of discharge: 6.4 cts
30Q2 flow at point of discharge: -
Natural stream drainage area at discharge point: %.7 mi2
Recommended Effluent Limitations
()w = 0.02 MGD
BOD5 = 30 mg/1
TSS = 30 mg/1
This allocation is: / /
/ /
Recommended and reviewed by:
Head, Tech
Reviewed by:
RegionalSupervisor
Permits Manager
Approved by:
Division Director
for a proposed facility
for a new (existing) facility
a revision of existing limitations
a confirmation of existing limitations
See Memo
Date: a /°`6
Dater !/ %'�
Date: 3-j"l "
Date: 3/ Z1 rZ--
f/
Date: 7

C
ASSIMILATIVE CAPACITY EVALUATION
LEVEL "B" ANALYSIS
SOURCE OF POLLUTION: W ; f et
Areawide (208) Planning Area:
Facilities (201) Planning Area:
immoomp
soo
400
300
200
Inn
u 60
70
60
50
so
•• 30
w
20
10
-4 - -
1
L.Ute fluw• toad
t-CC_
03-13-0�
�' a GY� e e
A. RECEIVING STREAM t G Xu cv
Classification:
7/10 Flow (cfs)
8. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity fps)
Stream Depth (ft)
Elevation e Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
Design Temperature 0C)
Groundwater Runoff cfs/mi)
Deoxygenation Rate K1 Base e)
Reaeration Rate (K2 Base e)
Min. Daily Avg. D.O. /1)
Upstream Qualit -
BODu (mg/1
D.0. (mg/1
C. REQUIRED EFFLUENT LIMITS.
Design Flow (MGD)
BOOS (mg/1)
Ammonia Nitrogen mg/1
Dissolved Oxygen (mg/1
Total Suspended Solids (mg/1)
Fecal Collform (WOO ml)
pH (S.U.)
D. COMMENTS
cv.y
1feJ
0, 3
0,� ,S
o
D . C Z.-
n
STATE OF NOR CAROLINA DCPAR-MEN1 OF NA1URAL AND ECONOMIC RESOURCES
OR1G1NAL 1
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