NC0073741_Wasteload Allocation_19880523

NPDE:i DOCUMENT SCANNING COVER SHEET
NPDES Permit:
NC0073741 oye{if 14'/h9/
Sikaistitsofieset Subdivision
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
May 23, 1988
This document is printed on reuse paper - ignore airy
content on the re'rerse side

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PERMIT NO.: NCOO
FACILITY NAME• f on I•• Du(o7Le ()orisfrueJ'on Inc.
Facility Status: EXLS►7NG (PROPOSE_
(circle one)
Permit Status: RENEWAL MODIFICATION UNPERMITTED (NEW
(circle one)
Major Minor,
Pipe No -
Design Capacity (MGD): ' 0�
Domestic (% of Flow)• /00
Industrial (% of Flow):
Contmsnts-
RECEIVING STREAM:
Class -
Sub -Basin- 04/ 3 •2-
Reference USGS Quad- (please attach)
County: /I-, /�r_ �n
Regional Office: Fa Mo Ra Wa Wi WS
(circle woe)
Requested By:
Prepared By:/je -Cs *
Reviewed By:
ed-
Date.
Date- ;123 if
Date: 7 /� fgeC
NPDES WASTE LOAD ALLOCATION
2 -
Drainage Area (mi )
Modeler
Date Rec.
Avg. Streamflow (cfs)• "°gC
J
7Q10 (cfs) 22C'D Winter 7Q10 (cfs) ' % 30Q2 (cfs) cl7
Toxicity Limits: IWC % (circle one) Acute / Chronic
Instream Monitoring:
Parameters
Upstream Location
Downstream N Location
Effluent
Characteristics
Summer
Winter
BODE (mg/1)
5
NH3 N (mg/I)
,U•-•
D.O. (mg/I)
A)r
TSS (mg/l)
30
F. Col. (/ 100m1)
Az/
pH (SU)
„i/
ni etirrr!"
Comments-

^--------------------- WASTELOAD ALLOCATION APPROVAL FORM
Permit Number
Facility Name
Type of Waste
State
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Ouad
NC0073741
DAN L. DUCOTE
DOMESTIC
PROPOSED
FRENCH BROAD RIVER
C
040302
HENDERSON
ARO
HARRIG
4/6/88
:
Wasteflow (mgd):
5-Day BOB (mg/1):
Ammonia Nitrogen (mg/l)g
Dissolved Oxygen (mg/1);
TSS (mg/l):
Fecal Coliform (#/100ml):
pH (SU):
:
:
:
CONSTRUCTION,INC.
Drainage Area
Average Flow
Summer 7010
Winter 7Q10
30Q2
RECOMMENDED EFFLUENT LIMITS
0.04
30
NR
NR
30
NR
NR
MONITORING
Upstream (Y/N>: N
Downstream (Y/N): N
Location:
Location:
COMMENT!:-"
Reviewed b7.
'
Recommended bv
Tech. Support Supervisor -
Reg A
onal Supervisor
Permits & Fnqineerino
(sq mi)
(cfs)
(cfs)
(cfs)
(cfs)
Request No. :4586
: 1046
: 226.
: 277.
: 417
^7TURN TO -ECHNICA_ 3E
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SUMMER
MODEL FOR DUCOTE C"ONSTRUCTION,
SAVED ON LBDATA19,"DUCOTE"
---------- MODB- RESULTS ----------
Discharger : DAN L. DUCOTE CONSTRUCTION,INC.
Receiving Stream : FRENCH BROAD RIVER
The End D.O. is .81 mg/J..
The End CBOD is .97 mg/l.
The End NBOD is 0.99 mg/l.
WLA WLA WLA
O in CBOD NBOD DO Waste Flow
(mg�l) [ M1lepoint Reach # (mm= g/l} ('l) (mg/1) (mgd)
Segment 1 7.72 0.00 1
Reach 1 45.00 90.00 0.00 0.04000

•,c •t; * MODEL SUMMARY DATA ***
Discharger n D N 1.... DIJCOTE CONSTRUCT .DNS{_t :ib a s i n t: 040302
Receiving Stream n FRENCH BROAD RIVER Stream Class: C
Sunircier 7C010 : 226. Winter 7010 ° 277.
Design Temperature:
!LENGTH! SLOPE! YE
1 mile 1 ft/mil
OCITY 1 DEPTH! Kd 1 Kd 1 Ka 1 Ka 1 KN 1 KN 1 KNR 1 I(NR 1
fps 1 ft !design! 320° :design! 320° :design! 320* :design! 320° 1
Segment 1 1 1.201 3.001 0.874 1 4.16 1 0.26 1 0.22 1 2.46 1 2.311 0.38 1 0.30 1 0.38 1 0.00 1
Reach 1 1 1 1
1 Flow 1 C}1C)D I NBOD 1 D.O.{...�}• S
j::'r 1 mg/1 1 mg/1 1 m{..} /
SegmeT t 1 Reach I
Waste 1 0.062 1 45.000 1 90.000 1 0.000
HE'c1C wittr 1 2i" 6 ., i«Tt T;T i P.000 1 1.000 1 7.720
Tributary 1 0.000 i P.000 i 1.000 1 7.72.0
* Runoff 1 1.700 1 2.000 1 1.000 ; 7.720
Runoff flc'4'a is in c fs/rni 1e

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,
� Se' Reach #
1 1
1 1
1 1
1 1
1 1
1 ' 1
1 1
'1 1
1 1
1 1
1 1
1 1
1 1
| Seg # | Reach #
<
|
SUMMER
MODEL FOR DUCOTE CONSTRUCTION,
SAVED ON LBDATA19,"DUCOTE"
S e g Mi D.O. CBOD NBOD | Flow |
0.00 7.72 2.01 1.02 226.06
0.10 7.73 2.01 1.02 226.28
0.20 7.73 2.00 1.02 226.40
0.30 7.74 2.00 1.02 226.57
0.40 7.75 2.00 1.01 226.74
0.50 7.76 1.99 1.01 226.91
0.60 7.77 1.99 1.01 227.08
0.70 7.77 1.99 1.01 227.25
0.80 7.78 1.98 1.00 227.42
0.90 7.79 1.98 1.00 227.59
1.00 7.80 1.98 1.00 227.76
1.10 7.80 1.97 0.99 227.93
1.20 7.81 1.97 0.99 228.10
Geg Mi D.O. CBOD NBOD Flow |