NC0065986_wasteload allocation_19910612

Refer : Basinwide / Streamline WLA File
Completed By Permits & Engineering
At Front Of Subbasin
PERMIT NO.: NCO065986
NPDES WASTE LOAD ALLOCATION
PERMITTEE NAME. Mr. Donald Bruce Briggs / Dogwood Trails
Facility Status: Existing pio2Aj rT"
Permit Status: Renewal
Major Minor
Pipe No.: 001
Design Capacity: 0.02 MGD
Domestic (% of Flow): 100 %
Industrial (% of Flow):
Comments:
The facility has not been built, to date
RECEIVING STREAM: Evans Branch
Class: C-Trout
Sub -Basin: 04-03-05
Reference USGS Quad: Dellwood< NC (please attach)
County: Haywood
Regional Office: Asheville Regional Office
Previous Exp. Date: 10/31/91 Treatment Plant Class: II
Classification changes within three miles:
Requested by: Angela Y. Griffin Date: 4/29/91
Prepared by: c. %' Date: /Vy/
Reviewed by: Date: / gof I
s"
G
Modeler Date Rec. # °
o za
Drainage Area (mil) k 0 y Avg. Streamflow (cfs):
7Q10 (cfs) 0, t Winter 7Q10 (cfs) 30Q2 (cfs)
Toxicity Limits: IWC % Acute/Chronic
Instream Monitoring:
C
iA
Parameters
Upstream V Location Gvv
Downstream_ } Location,
Effluent
Characteristics
Summer
Winter
BOD5 (mom)
NH3-N (mg/1)
D.O. (mg/1)
4 f
TSS (mg/1)
3©
F. Col. (/100 nil)
pH (SU)
,y
,
0, S"°G ( 0,
6,c)
,
,
eC d6 °c

ti. IL
-I-
FACT SHEET FOR WAST LOAD ALLOCATIONS
Rejest # 6223
Facility Name
:DOGWOOD TRAILS
NPDES No.
:NC0065986
Type of Waste
:100% DOMESTIC
Facility Status
:EXISTING
Permit Status
:RENEWAL
Receiving Stream
:EVANS BRANCH
Stream Classification:C-TROUT
Subbasin
:040305
County
:HAYWOOD
Regional Office
:ARO
Requestor
:GRIFFIN
Date of Request
:4/30/91
Topo Quad
:E6SE
jUN 6 1991
PERMITS & ENGINEERING
Stream Characteristics:
USGS# Est.0345869070 Date 5/86
Drainage Area: 1.07 sq.mi.
Summer 7Q10: 0.4 cfs
Winter 7Q10} 0.5 cfs
Average Flow; 2.4-8-afs
30Q2: cfs
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
FACILITY REQUESTS THE RENEWAL OF EXISTING PERMIT. FACILITY SHOULD BE
CHOICE OF EXISTING LIMITS WITH TOX TEST OR NH3 CHOICE LIMITS. FACILITY
NOT BUILT AS OF YET.
*FACILITY HAS EXISTING CHLORINE LIMIT OF .028 MG/L, WILL RECIMMEND
RENEWAL OF THAT LIMIT.
Special Scheduled Requirements and additional comments from Reviewers:
Recommended by: / Date: 5/17/91
Reviewed by n
Instream Assessment:
Regional S pOr:
Permits & Eng neeri
RETURN TO TECHNICAL SERVICES BY: J UN 18 1991
Date:
Date: 32 )
Date:
R E C VE I V E D
Water Quality Section
MAY ? 9 1g91
Asheville Regional offict
Asheville, North Carolina

Existing Limits
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1) :
DO (mg/1):
TSS (mg/1) :
Fecal Coliform (/100 ml):
PH (SU) :
Tot.Res. Chlorine (mg/1):
TP (mg/1) :
TN (mg/1):
Toxicity:
Recommended Limits
-2 -
CONVENTIONAL PARAMETERS
Monthly Average
Summer/Winter
0.020
30
NR
NR
30
1000
6-9
0.028
Daily Maximum
Existing Limits
NH3 Choice
Limits
w/ Tox Test
Summer/Winter
Wasteflow (MGD):
0.020
0.020
/
0.020
BODS (mg/1) :
30
30
/
30
NH3N (mg/1):
nr
11
/
27
DO (mg/1) :
nr
NR
/
NR
TSS (mg/1):
30
30
/
30
Fecal Coliform (/100 ml):
200
200
/
200
PH (SU):
6-9
6-9
/
6-9
Tot.Res. Chlorine (ug/1):
28
28
/
28
Temperature ( C):
Narrative**
TN (mg/1):
Toxicity:
CHRONIC/CERIO/QRTRLY
@ 7%
N
INSTREAM MONITORING REQUIREMENTS:TEMPERATURE
Upstream: Y Location: 100 FT. UPSTREAM OF DISCHARGE
Downstream: Y Location: 300 FT. DOWNSTREAM OF DISCHARGE
Limits Changes Due To:
Instream Data
Ammonia Toxicity
Chlorine
Nutrient Sensitive Waters
HQW
New 7Q10 flow data
Special Modeling Studies
New facility information
Parameter s Affected
NH3
Other **THE TEMPERATURE SHALL NOT BE INCREASED BY MORE THAN 0.56C (0.9'F)
DUE TO THE DISHCARGE OF HEATED LIQUIDS, BUT IN NO CASE TO EXCEED 20'C
(680F) .
FECAL COLIFORM LIMIT CHANGED DUE TO NEW WQ STANDARD.
(explanation of any modifications to past modeling analysis
including new flows, rates, field data, interacting discharges, etc.)

j Zo ' i f. ST W , d 3 / = o 74

dogwood trails
AMMONIA ANALYSIS
7Q10: 0.4000 cfs
NH3 Effl. Conc: 0.0000 mg/1
AL (1/1.8 mg/1): 1000.00 ug/1
Upstream NH3 Conc.: 220.0000 ug/l
Design Flow: 0.0200 MGD
Predicted NH3 Downstream: 204.18 ug/l
0.204176 mg/l
NH3 Limit: 11064.51 ug/l
11.06451 mg/1
AMMONIA ANALYSIS
7Q10: 0.5000 cfs
NH3 Effl. Conc: 0.0000 mg/l
AL (1/1.8 mg/1) : 1800.00 ug/l
Upstream NH3 Conc.: 220.0000 ug/l
Design Flow: 0.0200 MGD
Predicted NH3 Downstream: 207.16 ug/1
0.207156 mg/1
NH3 Limit: 27283.87 ug/l
27.28387 mg/1
(WINTER)

dogwood trails
CHLORINE
7Q10: 0.4000
CL2 Effl. Conc: 0.0000
AL (17/19 ug/1): 19.0000
Upstream CL2 Conc.: 0.0000
Design Flow: 0.0200
Predicted CL2 Downstream: 0.00
0
CL2 Limit: 264.1612
0.264161
ANALYSIS
cfs
mg/l
ug/l
ug/1
MGD
ug/1
mg/1
ug/1
mg/1