NC0032212_Wasteload Allocation_19890203

Design Capacity (MGD)-
Domestic (X of Flow):
Industrial (X of Flow):
Comments-
NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCOO 32212
FACILITY NAME: lO' /OSSe-e- 1je3or± owl (
Facility Status: c__EXISTDIG . PROPOSED
(circle one)
Permit Status: RENEWAL i MUOEICA11 N UNPERWITED NEW
(circle one)
Major Minor
Pipe No•
0. f50
/c c
RECEIVING STREAM: '�ce- Cr-e e!(
Class-
Sub-Basin-
Reference USGS Quad:
County: IiJufctu33a
Regional Office: As
(circle ..$)
Requested By:
Prepared By:
Reviewed By:
C 61- N' (please attach)
Fa Mo Ra Wa Wi WS
Date:
Date:
Date:
Modeler
Date Rec..
]
Re-b
/2-/9/98
.5010 2
Drainage Area (mil) E (S Avg. Streamflow (cfs)• • 3
7Q10 (cfs) O• i3 Winter 7Q10 (cfs) O. 1-1 30Q2 (cfs) °•2
Toxicity Limits: IWC % (circle on.) Acute / Chronic
Instream Monitoring:
Parameters TQ-v^'W e
Upstream
Location
Downstream Location
LWIpex0X..l O. 14 rvA 1. 6 Q O. ? 42-a-14-k_ &-Q-R, LIZA/v.% WI cvkii\ n
no , OJ C
Zoo • c ok•Q. -:\^2 daSc�n .
\112 \'-11 1(\ v1 �v o
•
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
3 0
NH3 N (mg/l)
- •
D.O. (mg/1)
C
TSS (mg/I)
3 0
F. Col. (/100m1)
1 O O
pH (SU)
6 -9tni
n
ED
Comment•s� 0 U1`

"
Request No. :5O08
Permit Number
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
WASTELOAD ALLOCATION APPROVAL FORM
NC0032212
YONAHLOSSEE RESORT AND CLUB
DOMESTIC
REN./MOD.
LANCE CREEK
C-TROUT
040201
WATAUGA
ASHVILLE
LULA HARRIS
12098G
C 12 NW
Drainage Area
Average Flow
Summer 7010
Winter 7Q10
3002
------------------------- RECOMMENDED EFFLUENT LIMITS
Wasteflow
5-Day BOD
Ammonia Nitrogen
Dissolved Oxygen
TSS
Fecal Coliform (0/100ml):
pH (SU):
Tot. Res, Chlorine(ug/l):
:
(mgd):
(mg/l):
(mg/1)
(mg/l):
(mg/l):
Upstream (Y/N): Y
Downstream (Y/N): Y
.
EXIST.
0.150
30
6
30
1000
6-9
2,9
RECOMM'
0'150
30
M&O
1000
6-9
MONITORING
(sq mi)
(cfs)
(cfs)
(cfs)
(cfs)
Location: 200 FT. ABOVE THE DISCHARGE
Location: AT THE HIKING TRAIL; APPROX. 0'4 MI. BELOW
-r*E 01ac*ARGS
------------ COMMENTS ------------------------------
THE FOLLOWING INSTREAM PARAMETERS SHOULD BE MONITORED: TEMP, COND., DO,
AND FECAL COLIFORM. THE MONITORING FREQUENCIES SHOULD BE WEEKLY DURING
THE SUMMER 'APR-OCT) AND MONTHLY DURING THE WINTER (NOV-MAR).
^ � f
Recommended by
Reviewed by:
��
~���Tech. Support Supervisor
Region 'visor
Permits : Engineering ___
RETURN TO TECfNICAL SERVICES 8/
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Discharger
Receiving Stream
---------- MODEL RESULTS --
o YONAHLOGSEE RESORT AND CLUB
: LANCE CREEK
The End D.O. is 8.00 mg/l.
The End CBOD is 16.25 mg/l.
The End NBOD is 31.99 mg/l.
SUMMER
30/30 DO=5
MODIFICATION
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/l} (mg/1 > (mg/l> (mgd}
Segment 1 5.98 0.00 1
Reach 1 45.00 90.00 5.00 0.15000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000
Reach 4 0.00 0.00 0.00 0.00000

t
*.3.* MODEL SUMMARY DATA ***
D.i. sc:1»'stit;...gE` " „ t 0NA1••1L.OSSEE RESORT AND CLUSubbasin 3 040201
201
Receiving Stream t LANCE CREEK Stream Class: C-TROUT
Summer 7010 . 0.13 Winter 701.0 Q 0.17
Design L_� •} _ f�
oesiciii Temperature: 23.
1 LENBTH 1 SLOPE! VELOCITY 1 DEPTH: Kd 1 Kd 1 Ka 1 Ka 1 KR 1 KN 1 KNR KNR
1 mile 1 ft/mil fps 1 ft !design: 320' design a80" :design! 320' ldesign1 320" 1
i
1
1 1
Segment 1 1 0.431186.001 0.239 1 0.33 1 0.73 1 0.63 153.37 1 50.001 0.63 1 0.50 1 0.63 1 0.00 1
Reach 1 1 1 t.sz. 1 1 tl� 2 i ;) ; 1 1 1 1 1 i
1 1 �= • .l : i 1.t' 1 1v i 1 1 1 1 1
Segment 1 1 0.051800.00! 0.364 1 0.28 1 1.13 1 0.99 153.37 1 50.001 0.63 1 0.50 1 0.63 1 0.00 1
Reach 8 1 1 1 1
Segment 1 1 0.451356.001 0.289 : 0.32 1 0.84 1 0.73 153.37 1 50.001 0.63 1 0.50 1 0.63 1 0.00 1
Reath 3 1 1 1 1 1 1 1 1 1
I
1 1 1 1 1 1 1
Segment 1 1 0.551133.001 0.220 1 0.40 1 0.61 1 0.53 153.37 1 50.O01 0.63 1 0.50 1 0.63 1 0.00 1
Reach 4 1 1 1 1 1
1 Flow
1 c"i•s
Segment 1 Reach :.
Waste 0.P32
H eaclwitter-s 1 0.130
Tributary �••, t•y•'�• 1 0.000
. . Runoff 1 i• I 0.130
CI3O:l 1 NBOD 1 D. O. 1
mg/1 1 mg/1 1 mg/1
45.000 i 90.000 5.000
2.000 I 1.000 I 7.720
2.000 1 1.000 7.720
P. 000 1 1.000 1 7.720
Segment 1 Reach 2
Waste i1 0.000 : 0.000 1 0.000 1 0.000
Tributary 0„000 i P.c,}t}__} I 1.000 1 7.720
a' Runoff 1 0.130 1 2.000 000 1 1.000 }0 1 7.720
Segment 1 Reach 3
Waste : 0.000 1 0.000 1 0.000 1 0.000
1" i. i;t^.yt : e1i" ;J 1 t.5} . ��}�i�}}t1�} i 2.000 I 1.000 I 7.720
• 1»: i )�..1 � f : {»! . a.iS.� 1 P.000 i 1.000
I 7.720
Segment 1 Reach 4
Waste ? 1 0.000 I 0.000 1 0.000 1 0.000
Tributary1�1 0.000 I P.000 1 1.000 1 7.720
* Runoff f• 0.130 1 2.000 1 1.000 1 7.7P0
* Runoff !» flow is in t c fs/m1.:t fix!

'
~
,
./
,
�
r SUMMER
30/30 DO=5
~ MODIFICATION
| ' ^Seg# Reach Geg Ili D.O. CBOD NBOD Flow( 1 1 0.00 5.98 29.58 58.08 0.36
1 1 0.10 7.16 28.10 55.21 0.88
1 1 0.20 7.48 26.72 52.54 0.39
1 1 0.30 7.60 25.44 50.06 O.40
1 1 0.40 7.66 24.25 47.74' 0.41
1 2 0.40 7.66 24.25 47.74 0.41
1 2 0.45 7.61 23.68 46.77 0.42
1 3 0.45 7.61 23.68 46.77 0.42
1 3 D.55 7.66 22.62 44.80 0.43
1 3 0,65 7.71 21.64 42.95 0.45
1 3 0.75 7.74 20.71 41.21 0.46
1 8 0.85 7.78 19.84 39.57 0.47
1 4 0.85 7.78 19.84 39.57 0.47
1 4 0.95 7.88 19.03 37.87 0.49
1 4 1.05 7.92 18.28 36.27 0.50
1 4 1.15 7.95 17.56 84.76 0.51
1 4 1.25 7.98 16.89 33.34 0.53
1 4 1.85 8.00 16.25 31.99 0.54
| D.O. CBOD NBOD Flow,
Seg # | Reach # | 8eg Mi | �

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Discharger: \f 0 vt
Receiving Stream:
Upstream Location
:-)ATE
DEC-88
NO v - 8 8
,-\T_8 0
SEP-88
AUG-88
JUL-88
JUN-88
MAY-88
APR-88
MAR-88
FEB- 8 8
JAN-88
Lr is L.• -87
ISO-; =-87
EP-87
Av -87
JUL-87
JUN-87
MAY-87
APR-87
M R-87
FEB-8/
JA� N-t
-
DEC-86
NOV--86
OCT-86
SEP-86
AUG-86
JUL-86
JUN-86
MAY-86
APR-86
MAR-86
FEB-86
JAN-86
DEC-85
NOV- 8 5
OCT-85
SEP-85
AUG-85
JUL-85
JUN-85
MAY-85
APR-85
MAR- 8 5
FEB-85
INSTREAM SELF -MONITORING DATA
MONTHLY AVERAGES
rA\lo SSQ�
(_cam
AR10d4 CS, Permit No. : NC 0 0 3 2 z 12
Sub -basin: o y o 2
1. 3 13(I
-7. 4 20
6.9
•
1.a
Downstream Location t3Do'
COND.
D tre-m
MP . 0 . BP
--I. 3-`�-•-_
15
1 _ 3 11
1 7.8 3 Z
12
-Pt -T-44
• COND

PART IV - EVALUATION AND RECOMMENDATIONS
The Yonahlosse Resort now consists of 49 homes and a club
house. Plans are in the work to add 75 more homes and 35 rental
cottages. They hope to upgrade the WWTP in the spring of 1994.
A review of self monitoring data shows the Yonahlossee WWTP
to be in complete compliance with all effluent limitations for
the period 9/92 - 8/93. Although the permitted flow is 0.150
MGD, the package plant is currently only sized for 0.02 MGD. In
addition, an A/C request was submitted on 8/30/93 to increase the
actual design capacity to 0.04 MGD. Therefore, the new permit
should contain effluent limit pages for flows of 0.02 MGD, 0.04
MGD, and 0.150 MGD.
WSRO recommends reissuance.
`k%.b,,a \%\,
Signature of report prepay'
6p1-Water Quality Regional Supervisor
-Z-93
Date
Fro "- llc13
PART III - EVALUATION AND RECOMMENDATIONS
Only one item on the proposed plans was noted which needs to
be changed. The proposed "cross connect air supply line" should be
a 3" line and not a 2" line as shown. This is needed in order to
match up with the existing air supply line and to be able to supply
enough air (An even larger .diameter line would be acceptable and
probably more efficient).
When the Permit is renewed it should have a reduced flow
limitation or at least two effluent limits pages (One for actual
treatment capacity and one for ultimate treatment capacity once all
upgrades are completed).
Once the above items have been addressed, this office does not
object to the issuance of an A/C for this project.
Signature of report preparer
/o /s'- 93
Date
7_?
Water Quality Supe isor Date
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