NC0065480_Wasteload Allocation_19860310

NPDES DOCVNENT SCANNING COVER SHEET
Permit:
NC0065480
Beau Rivage WWTP
NPDES
Document Type:
Permit Issuance
Wasteload 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:
March 10, 1986
This document is printed on reuse paper - ignore awry -
cork -befit on the reYerse side

Facility Name:
Existing
Proposed
0
NPDES WASTE LOAD ALLOCATION
(U e,tccc /? va
Permit No.: /1/c o p 6 5 S/8 b
pm e
Pipe No.: b a
Engineer Da e Rec. #
, z/e6
471
Date 1-'Z0 - 6,
County: /ve. cJ N4 /l o ver'
Design Capacity (MGD) : fl • 5 OD Industrial (% of Flow) : 0 Domestic (% of Flow) : /0 o
Receiving Stream: 1 Q Fe. a r Is v Pir Class: 5 C' Sub -Basin: b 3 -b 6 - 1-1
Reference USGS Quad: k 2.7 S (A) (Please attach) Requestor: G. Sa Cr- et ch Regional Office Itis.R O
(�Qrei.n0. Be0.4 -
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.:
7410 (cfs)
Drainage Area (mi2):
Winter 7Q10 (cfs)
Location of D.O. minimum (miles below outfall):
Velocity (fps):
Kl (base e, per day):
Avg. Streamflow (cfs) :
30Q2 (cfs)
Slope (fpm)
K2 (base e. oer day):
Effluent
Characteristics
Monthly
Average
Comments
..)LA
._>
-i'
I.- 1 yJ
1.L1/L, . r/-i,.. I; 'I - .
\ L
47',
-8,5-
`� 1_1_
1
n
0
0
0
Comments:
Effluent
Characteristics
:"onthly
l.verage
Comments
Reviewed By:
PL
TTED
/11-4 Date: ! 1 c :l is

Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
FP 26 1986
Wi1.MINGTON REGIONAL OFFICE
DEM
WASTELOAD ALLOCATION APPROVAL FORM
BEAU RIVAGE DEVE
DOMESTIC
PROPOSED
CAPE FEAR RIVER
SC
030617
NEW HANOVER
WILMINGTON
CREECH
K27SW
Wasteflow (mgd)
5-Day BOD (mg/1)
Ammonia Nitrogen (mg/1) :
Dissolved Oxygen (mg/1) :
TSS (mg/1)
Fecal Co 1 i form ( # / 10 0m 1) : Rearinh?? .C) /OOO/ 1V O rw,.&
pH (SU) : 6-9
LOPMENT
RECOMMENDED
Request No. : 2847
Drainage Area (sq mi)
7Q10 (cfs)
Winter 7Q10 (cfs)
30Q2 (cfs)
Average Flow (cfs)
EFFLUENT LIMITS
: 740
S/W
.5
30
NR
NR
30
COMMENTS
Recommended by
Reviewed by:
Tech. Support Supervisor_
f'egional Supervisor
Permits & Engineering
Date a
Date diaJth
Date.,
Date_ ?//f�