NC0065480_Wasteload Allocation_19910419

NPDES DOCIMENT MANNIN` COVER SHEET
NC0065480
Beau Rivage WWTP
NPDES Permit:
Document Type:
Permit Issuance
(Vaste1oad
Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Staff Report
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Permit
History
Document Date:
April 19, 1991
This document isec printed on reuse paper - igpriore any
content on the resrerse side

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NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0065480
PERMI I-IEE NAME:
Beau Rivage Plantation / Beau Rivage
Facility Status: Existing
Permit Status: Renewal
VESI Da,/,
Major Minor
Pipe No.: 001
Design Capacity: 0.500 MGD
Domestic (% of Flow): 100 %
Industrial (% of Flow): 0
Comments:
Refer : Basinwide / Streamline WLA File
Completed By Permits & Engineering
At Front Of Subbasin
RECEIVING STREAM: Cape Fear River
Class: SC
Sub -Basin: 03-06-17
Reference USGS Quad: K 27 SW (please attach)
County: New Hanover
Regional Office: Wilmington Regional Office
Previous Exp. Date: 10/31/91 Treatment Plant Class: II
Classification changes within three miles:
Requested by: Angela Y. Griffin
Prepared by: �p
Reviewed by: I��Y/ � � SG0 Ji A
Date: 3/1/91
Date: ' / 9
Date: g
Modeler
Date Rec.
#
EA3
3(•-/k1
(al7-0
Drainage Area (mil ) Y1.17A- ' Avg. Streamflow (cfs):
7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs)
Toxicity Limits: IWC % Acute/Chronic
Instream Monitoring:
Parameters
Upstream Location
Downstream Location
Effluent
Characteristics
BOBS (mg/1)
30
NH3-N (mg/1)
w.ew;.-6.-
D.O. (mg/1)
TSS (mg/1)
3 0
F. Col. (/100 ml)
a d o
pH (SU)
rp om.s t < I
woo n i"6-) r
!v (w )
h.On,'EDr
Comments:
�o6,ci /35

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Rol e.r
7010 = 7(/D
t@i0
&-AJ 3/ii/ 91
63 -DC -l7
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Request No. 6120
FACT SHEET FOR WASTELOAD ALLOCATIONS
Facility Name :Beau Rivage Plantation
NPDES No. :NC0065480
Type of Waste :Domestic
Facility Status :Existing
Permit Status :Renewal
Receiving Stream :Cape Fear River
Stream Classification:SC
Subbasin :03-06-17
County
Regional Office
Requestor
Date of Request
Topo Quad
:New Hanover
:Wilmington
:Angela Griffin
:3/7/91
:K27SW
Wasteload Allocation Summary:
APR •1
rG?t1',iTti
1991
RECEIVED
MAR 18 1991
Wilmington Regional Office
hi'1R
Stream Characteristics:
USGS #0 Date
Drainage Area: T dAI sq.mi.
Summer 7Q10: MW cfs
Winter 7Q10: cfs
Average Flow: cfs
30Q2: cfs
Facility meets existing limits. Renew with existing limits. Though
dilution is high, the fecal coliform limit is recommended due to the tidal
nature of the river and the number of discharges. Chlorine and nutrient
levels are high.
(approach taken, correspondence with region, EPA, etc.)
WASTELOAD SENT TO EPA?(Major)_N (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 fits into basinwide plan)
Recommended by:
Reviewed by
Instream Assessment:
Regional Supervisor
Permits & Engineering:
13,
Date:
Date: 3(1(f eI
Date: z1//6/9/
`(',/1.7/;
Date:
RETURN TO TECHNICAL SERVICES BY:
APR I 0 1991

•� _ , ••►
•• is
L
-2-
Request No. 6120
Existing Limits
Wasteflow (MGD) :
BOD5 (mg/1) :
NH3N (mg/1) :
DO (mg/1):
TSS (mg/1) :
Fecal Coliform (/100 ml) :
pH (SU) :
Chlorine (mg/1):
TP (mg/1) :
TN (mg/1) :
Recommended Limits
Wasteflow (MGD) :
BOD5 (mg/1) :
NH3N (mg/1) :
DO (mg/l) :
TSS (mg/1) :
Fecal Coliform (/100
pH (SU) :
Chlorine (mg/1):
TP (mg/1) :
TN (mg/1) :
CONVENTIONAL PARAMETERS
Monthly Average
Summer/Winter
.�5
30
30
1000
6-9
monitor
monitor
Monthly Average
Summer/Winter
.45
30
30
ml) : 200
6-9
monitor
monitor
Daily Maximum
Limits Chanaes Due To: Parameter(s) Affected
Instream Data
Ammonia Toxicity
Chlorine
New facility information
Flow information
INSTREAM MONITORING REQUIRMENTS:
Upstream: no Location:
Donwstream: no Location:
ADDITIONAL "REVIEWER" COMMENTS: