HomeMy WebLinkAboutNC0075540_Wasteload Allocation_19890215NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO 55-¢2
FACILITY NAME:
Facility Status: E7UfirM ( PItOP06m
(circle one) ��
Permit Status: RENEWAL 11KNOICATM UNDER UfTED C FN w)
(circle one)
Major Minor ✓
Pipe No: 0 D
Design Capacity (MGD): e I DOO.2O(7,)
Domestic (X of Flowh 100
Industrial (X of Flow): O i r_X J: 4-135.Ye4
Comments:
1 4 0/� s
RECEIVING STREAM: f5f U MI 1WJC L
Class: 5L
Sub -Basin:
3 - O b---113
Reference USGS Quad: 2-7 ��I (please attach) Lin�SW I C�tL
County: ✓
Regional Office: As Fa Me, Ra We U WS
(circle one)
Requested By: JVAe, S 4 "" Date: )/I S /�11
Prepared By: C0 uA Date: 2 (S g q
Reviewed By: Date:
kI
Modeler
Date Rec.
x
Svv
4
�r I n/
Drainage Area
(mis)
Avg.
Streamflow
(cfs):T[ DA L
7Q10 (cfs)
Winter 7Q10
(cfs)
30Q2
(cfs)
Toxicity Limits: IWC % (circle one) Acute / Chronic
Instream Monitoring:
Parameters
Upstream N Location
Downstream N Location
Effluent
Characteristics
awn 0.100 MG[)
Qw'
0.200 06D
sump (
w;44r
SNm er
I W;n r
BODE (mg/1)
1 15
3o
to
zO
NHj-N (mg/1)
4
F5
2
N
D.O. (mg/1)
5
S
5
TSS (mg/1)
30
SO
30
3O
F. Col. (/100ml)
1000
(060
looq�oc.T
(000
pH (SU)
(,,S- g,S
6.8 - S.S
6.9--
S.S
comments:Th
, '
A
rtV1,Wg
W4A
wig WCA5+J101J5
_
uC u[eA Vtom
O k00
IA6D.
13e S+ (ro
Eesc7OAOJ _
Z�vef. Csce atFve(vc� K1Po�l Far
RECEIVED
JAN 2 5 190^9
Request No.: 5 0.
A raiton Regional office
-..
WASTELOAD ALLOCATION APPROVAL FORM ------- -----------
Facility Name: JACKEY'S CREEK DEVELOPMENT, INC.
NPDES No.: NC0075540 RECEIVED
Type of Waste: DOMESTIC
Status: PROPOSED FEB 10 lyny
Receiving Stream: BRUNSWICK RIVER
Classification: SC PERMITS &ENGINEERING
Subbasin:
030617
Drainage
area:
sq mi
County:
BRUNSWICK
Summer
7Q10:1TIDAL
cfs
Regional Office:
WILMINGTON
Winter
7010:
cfs
Requ6stor:
JULE SHANKLIN
Average
flow:
cfs
Date of Request:
1/18/89
3002:
cfs
Quad:
K27
-------------------- RECOMMENDED EFFLUENT LIMITS -------------------------
A)
B)
Summer
Winter
Summer
Winter
Wasteflow (mgd):
0.10
0.10
0.20
0.20
BODS (mg/1):
15
30
10
20
NH3N (mg/1):
4
8
2
4
DO (mg/1):
5
5
5
5
TSS (mg/1):
30
30
30
30
Fecal coliform (#/100m1):
1000
1000
1000
1000
pH (su):
6.8-8.5
6.8-8.5 6.8-8.5
6.8-B.5
Toxicity Testing Req.:
MONITORING
Upstream (Y/N): N Location:
Downstream (Y/N): N Location:
----------------------------- COMMENTS -----------------------------------
THIS IS A REVISED WLA WITH WASTEFLOWS REDUCED FROM 0.400 MGD.
LIMITS BASED ON BEST PROFESSIONAL JUDGEMENT GIVEN THE LOW DOS IN THE
LOWER CAPE FEAR (SEE ATTACHED).
----- ------------------------------------------------------
Recommended by: --1
-se-0- -A--------_-
Date: 112O01 -
cF
Reviewed by (1{) \,t3 / p
Tech Suppo Supervisor: _ _ _ _ --- ___ v��ww//VVDate:
Regional Supervisor: _ _ _ _____---__ Date: 457/- ----
Permits & Engineering: _______ --- Date: _lJ/Ofrs_____
RETURN TO TECHNICAL SERVICES BY: ----- FEB 2 2 1989
1i
f
f
E
5
4
3
10
o 0
g CAPE FEAR RIVER
0 0
o
8
0
O 0
7 o
6
5-i B
4
3 0 0 O C
2
L&D #3 L&D # 1 NAVASSA US 421 CM 55 CM 50
MILE 121 hGLE 66 MILE 30 MILE 26 MILE 24 MILE 21
VJ -t1 us t Il US 421 CM 55 CM 50
MILE 106 MILE 50 MILE 26 MM E 24 MILE 21
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-q6n �,om
4k
NCpEN15
Ambie,if {ilt4wof k.
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P
1
, 1 1 C 8,
LF� t wD
(max, .�
40
-15 sera. ►L
c..4"
JOSEPH S. HILL, JIL and ASSOCIATES
CONSULTING ENGINEERS and PLANNERS
RECEIVED
JAN 1 9 1959
Wilmington Regional Offlee
1602 HARBOUR DRIVE
WI MINGTON. NORTH CAROLINA
TELEPHONE 9194W-154
January 12, 1989
Mr. Dale Overcash,NPDES Permit Coordinator
N.C. Division of Environmental Management
P.O. Box 27687
Raleigh, North Carolina 27611
Subject: Jackey's Creek Development, Inc.
NPDES Application #NCO075540
Dear Mr. Overcash:
This letter is in response to our conversation of this date
regarding subject project.
�4tJ,1^�
MA, ING ADDRESS:
POST OMCE BOX 5592.S7A. I
n^ WIL NGTON, N.C. 2&0.1-4155
Ix
A wasteload allocation has been developed for this project at
a discharge rate of 400,000 GPD (see attached allocation report). At
this time we would like to request that the effluent limitations be
additionally evaluated for discharge rates of 100,000 GPD, and 200,000
GPD. We would like to request that the 100,000 GPD and 200,000 GPD
discharge levels be included as "Phase I" and "Phase II" effluent limits
respectively, with the 400,000 GPD level be included as the final limits.
Please contact me if you have any questions or need additional
information.
JSH/pva
cc: Mr
Mr
Mr
Mr
A.V. Saffo
A. Preston Howard
Jim Teachey
Jack Stocks
Sincerely,
JOSEPH S. HILL, JR. and ASSOCIATES
(?,4 Wo .�'
Joseph S. Hill, Jr., P.E.
A.V. Saffo, Owner