NC0055905_Wasteload Allocation_19930804

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO055905
PERMI TEE NAME: Waterford Place Property Owners Association
FACILITY NAME: Waterford Place Subdivision WWTP
Facility Status: Existing
Permit Status: Renewal
Major
Pipe No.: 001
Minor �1
Design Capacity: 0.027 MGD
Domestic (% of Flow):
Industrial (% of Flow):
100 %
Comments:
Phased Wrmit, need limits at 0.027 MGD and 0.046 MGD. See me for
compliance data, could not print.
RECEIVING STREAM: Hunts Branch
Class: C
Sub -Basin: fig-- 0 4- 0 3- 0 -t
Reference USGS Quad: G 8 NW (please attach)
County: Transylvania
Regional Office: Asheville Regional Office
Previous Exp. Date: 9/30/93 Treatment Plant Class: I
Classification changes within three miles:
Changes to C-trout immediately downstream at Norton Creek.
Requested by: ,C�"harles Lowe
Prepared by- / " a, -Lit
Reviewe b %
IJIULI�r
_J?,oP-t,k_ 13S o, o'fc ow. 51 5
0(a> CL __W�
Date: 4/21/93
Date: L `I3
Date: l�
�3 6/
Modeler
Date Rec.
#
_` _ ►.k iJ
4
z ' 13
1 3
Drainage Area (mil ) /� ��Avg. Streamflow (cfs): O, ys
7Q10 (cfs) 0, / Winter 7Q10 (cfs) 0, / 30Q2 (cfs) D, Z'
Toxicity Limits: IWC % Acute/Chronic
Instream Monitoring:
Parameters
Upstream ✓ Location -5-D ' V82L o D� SAC kn
Downstream ✓ Location CX�` �isc� Ml y
Effluent
Characteristics
= o 2-3,g6�7
= • v
BOD5 (m )
�Q
30 3�
NH3-N (mg/1)
o," I Ave
aZ
D.O. (mg/1)
5
TSS (mg/1)
,30
3 o 30
F. Col. (/100 ml)
Lau L�fv
PH (SU)
'h"
refer: Basinwide / Streamline WLA file
at frnnt of cnhhacin
Comments:

North Carolina Division of Environmental Management
Water Quality Section/Rapid Assessment Group
April 12, 1993
MEMORANDUM
TO: Charles Lowe
THROUGH: Carla Sanderson Cx
FROM: Dave Goodrich PC'
SUBJECT: Request for a Formal Wasteload Allocation for Waterford Place
NPDES No. NC0055905
Hunts Creek
Transylvania County
040301
I received a call this afternoon from Kerry Becker (ARO) regarding the above -
referenced permit. This permit was mistakenly "streamlined" without a WLA when it is
actually a "phased" permit. That is, according to Kerry, the WWTP has been built to
accomodate 0.027 MGD, an ATC was issued for 0.0408 MGD, and the permitted flow is
0.046 MGD. As a result, this facility will get limits for ammonia and total residual chlorine
for the "new flow" when a WLA is done. If you have any questions, please call me.
cc: Coleen Sullins
ja C,k I e t-qr e f i

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
Request # 7439
Waterford Place Subdivision WWTP
NCO055905
100% Domestic
Existing
Renewal
Hunts Branch
C
040301
Transylvania
Stream Characteristic:
Asheville
USGS #
Lowe
Date:
4/22/93
Drainage Area (mi2):
G8NW
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
0.15
0.1
0.1
0.45
0.2
c
v
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility requesting renewal of NPDES permit. Facility has only built plant to 0.023 MGD capacity
however ATC has been issued for 0.0408 MGD and permit has wasteflow of 0.046 MGD. ME
and ARO recommend that phased permit be issued.
and additional comments from Reviewers:
Recommended by: / ' 1LOV4 Date
Reviewed by
Instream Assessment;
RegionJngpineenn
or.
Permits
RETURN TO TECHN
6/23/93 _

2
Existing Limits:
Wasteflow (MGD):
BODS (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Residual Chlorine (µg/l):
Temperature CQ:
Recommended Limits:
Wasteflow (MGD):
BODS (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Residual Chlorine (µg/1):
Temperature (°C):
TP (mg/1):
TN (mg/1):
CONVENTIONAL PARAMETERS
Monthly Average
Summer Winter
0.046
30
monitor
1
30
1000
6-9
monitor
monitor
Monthly Average
0.023
30 (EL)
monitor
1
30 (EL)
200
6-9
monitor
monitor
Limits Changes Due To:
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
Other (onsite toxicity study, interaction, etc.)
Instream data
New regulations/standards/procedures
New facility information
�yA- �+016— 7 0.046,QJ5:V
Monthly Age Monthly Average
n1:
. •
0.046
30 (EL)
2
5
30 (EL)
200
6-9
28
0.046
30 (EL)
4
5
30 (EL)
200
6-9
28
monitor monitor
Parameter(s) Affected
NH3
X_ Parameter(s) are water quality limited. For some parameters, the available load capacity of
the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
X.
No parameters are water quality limited, but this discharge may affect future allocations.

3
INSTREAM MONITORING REQUIREMENTS
Upstream Location: 50 ft. upstream of discharge
Downstream Location: 200 ft. downstream of discharge
Parameters: Temperature, DO, Fecal Coliform, Conductivity
Special instream monitoring locations or monitoring frequencies:
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility deTdstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes ✓ No
If no, which parameters cannot be met?
Would a "phasing in" of the new limits be appropriate? Yes No
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
If no, why not?
Special Instructions or Conditions
Wasteload sent to EPA? (Major) (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

01 4 2 3 NiGD 6, �%8 /L1 Gam.
2 Z 5�- G
U

WATERFORD PLACE
Residual Chlorine
Ammonia as NH3
(summer)
7010 (CFS)
0.1
7Q10 (CFS)
0.1
DESIGN FLOW (MGD)
0.046
DESIGN FLOW (MGD)
0.046
DESIGN FLOW (CFS)
0.0713
DESIGN FLOW (CFS)
0.0713
STREAM STD (UG/L)
17.0
STREAM STD (MG/L)
1.0
UPS BACKGROUND LEVEL (UG/L)
0
UPS BACKGROUND LEVEL (MG/L)
0.22
IWC (%)
41.62
IWC (%)
41.62
Allowable Concentration (ug/I)
40.84
Allowable Concentration (mg/1)
2.09
Ammonia as NH3
(winter)
7Q10 (CFS)
0.1
Fecal Limit
200/100ml
DESIGN FLOW (MGD)
0.046
Ratio of 1.4:1
DESIGN FLOW (CFS)
0.0713
STREAM STD (MG/L)
1.8
UPS BACKGROUND LEVEL (MG/L)
0.22
IWC (%)
41.62
Allowable Concentration (mg/1)
4.02
NCO055905 6/ 2 2/ 9 3

100% DOMESTIC FACILITIES - RECD 103
RENEWING WITHOUT MODIFICATION
BY MODELER
Permit k Facility
Stream
FINAL LIST
Sub-hasin County Region
Request
WLA?
MOD
JMN �
03/01 /93
ING Comments
74110 MOUNTAIN VIEW REST HOME
UT FEATIIERSTONE CREEK
040302
HENDERSON
ARO
JMN
CL new fecal limit
55905 WATERFORD PLACE
HUNTS BRANCH
040301
TRANSYLVANIA
ARO
JMN
CL new fecal limit
45543 NI INDUSTRIES, INC.
STACEY CREEK
030830
AVERY
ARO
JMN
CL new fecal limit
26832 TROUTMAN WWTP, TOWN OF
BIG BRANCH
030832
IREDELL
MRO
X
JMN
CL tox test required - letter
32174 UNITED WORLD MISSION
UT CHERRY CREEK
030802
RUTHERFORD
ARO
JMN
JS new fecal limit (see new name)
36242 WOODLAND HILLS
BRUSHY FORK
040201
WATAUGA
WSRO
JMN
MW new fecal limit
32115 BANNER ELK WWTP, TOWN OF
ELK RIVER
040201
AVERY
ARO
X
JMN
RK tox test required
44539 TERRY BROTHERS CONSTRUCTION CO
JONES BRANCH
040302
BUNCOMBE
ARO
JMN
RK
39608 BLOOMFIELD TOO APARTMENTS
UT MID FK SOUTH FORK NEW
050701
WATAUGA
WSRO
JMN
SR Oa
KEYS TO COMMENTS:
Oa. No policy given. Alternatives analysis should be required.
Ob. Facility must meet 5 & 1 (by date given in parenthesis).
Oc. Alternatives analysis requested.
Od. Alternatives analysis submitted.
Oe. Facility will connect to POTW.
1. Phased permit.
2. Documented instream water quality problems.
3. Facility is requesting modification.
4. W LA should be done per basinwide permitting schedule.
NOTE: IF'X' UNDER "Request WLAT' COLUMN,
THE ENGINEER SHOULD REQUEST A WASTELOAD ALLOCATION.
ALSO, FOR A 'Oa' COMMENT, GIVE CURRENT ZERO -FLOW POLICY.
FOR A'Ob' COMMENT, GIVE 5 & I LIMITS BY DATE IN PARENTHESIS.