NC0062278_Wasteload Allocation_19841025

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Facility Name:
Existing
Proposed
/ 1 1 c-P LA., kA• se-7
. 79-/S-D(.0
NPDES WASTE LOAD ALLOCATION
(Yl /c
Engineer
Date Rec.
D
919 Ios81
Date: V/ ?Al(
Permit No.: Pipe No.: DO( County • 6A 7 J
Design Capacity (MGD): Q s Car Industrial (% of Flow):
Receiving Stream: (Ai rn s c << �✓��-�
Class:
Domestic (% of Flow) : % 0 0
c- Sub -Basin:
Reference USGS Quad: (Please attach) Requestor• /11., kiC(A,
(Guideline limitations, if applicable, are to be listed on the back of this form.)
®� 0Y-3 7-
Regional Office M /Lu
Design Temp.: 2,5 Cy Drainage Area: 0. �.. Z Avg. Streamflow: • d, A c
7Q10:, c Winter 7Q10: D c cS 30Q2:
4.4
Location of D.O.minimum (miles below outfall): eS Slope:
Velocity (fps) : d. �g Kl (base e, per day, 2f�oC) : 0,4=i K2 (base e, per day, 2,so,C) • ct, C.
0
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all
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Effluent
Characteristics
Monthly
Average
Commentsn
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1b
2..q
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7
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w.y1V
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N^f
6-8.s
6-i•s
e,jr�
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000
lobo
/ 00 ,,.1
SS
30
30
v,V..0
Original Allocation
Revised Allocation
r-� Confirmation r--1
Prepared By: � ,,,�C e Q.a
Ea'
f l
Effluent
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
Reviewed By:
Date: /6 /2.3/''y

� Reouest No. �O5S
WASTELOAD ALLOCATION APPROVAL FORM
Facility Name ARCHlE RAMSFY MHP
Type Of Waste i DOMESTIC
Receiving Stream UT-MCGILL BRANCH
Stream Class (11
Subbasin 030837
County GASTON
Regional Office 1 MOORESVILLE
Reouestor DAVE ADKINS
Drainale Area (so mi) 011
7O10 (cfs) O
Winter 7010 (cfs) � O
3002 (cfs) �
---------- ------- RECOMMENDED EFFiUFNT iTMTTS
,' n'A°~-
Wasteflow (mad) ^025 ~025
5-Day BOD (mg/l> 16 24
Ammonia Nitrogen (mg/l): 7 16
Dissolved Oxygen (mg/l): 6 6
PH (SU) 6-8~5 6-8^5
Fecal Coliform (/100ml): 1000 1000
TSS (mb/l) 30 30
FACILITY TS : PROPOSED ('/) EXISTTNG ( ) WFW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY IFSUED
RECOMMENDED BY: �;T F/
REVIEWED BY:
SUPERVISOR, TECH, SUPPORT 1 n A TE �
REGIONAL SUPERVISOR rx�� �------' TE
Approval is ( > preliminary ( ) final

North Carolina Department of Natural
Resources &Community Development
James B. Hunt, Jr., Governor James A. Summers, Secretary
November 5, 1984
Mr. Archie Ramsey
2 Ramsey Circle
Gastonia, NC 28052
Dear Mr. Ramsey:
DIVISION OF
ENVIRONMENTAL
MANAGEMENT
Robert F. Helms
Director
Telephone [phone]
Attached for your information are effluent limits developed for
a discharge of 0.025 mgd to an unnamed tributary of McGill Branch.
Mr. Sigmon asked me to send this information to you. If you have any
questions, please call.
RD/gh
Attachment
Sincerely yours,
Randy Dodd
Environmental Engineer
'?C.'i f . Ti Pd DRE. , - NI T!ON PAYS
P. O. Box 27687 Raleigh, N. C. 27611-7687
An Equal Opportunity Affirmative Action Employer

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*'* `fCJrJ.EL -S MMARY DATA * } (
!DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
ARCHIE RAMSEY MHP
UT-MCGILL BRANCH
0 CFS
25 DEGREES C.
SUBB AS N M 030837
STREAM CLASS: C
WINTER 701.0 + 0 CFS
WASTEFLOW + ; 025 MOIL
1 LENGTH I SLOPE.. 1 VELOCITY !DEPTH I Kt I Kra I SOD 1 K2 .1 NetPS 1
(MILES
I FT/MI 1 FPS I FT 1 /DAY 1 /DDAY 1 Mtn/M2D 1 /PAY 1 M /L../D 1
SEGMENT
REACH
1 1 0.45
1 I
48.001
SEGMENT
REACH
l I f 1 I 1 1
0.1.00 1 0.16 1 0.90 1 0.00 I 0.01 9+:=31 0.001
I ! 1 1 1 ! 1
1
1
} }
1.30I 48.001
1 I
! 1 1 ! 1 I
0.100 1 0.40 1 0.62 I 0.00 1 0.01 9.631
I ! I I 1 I
ALL RATES ARE AT 25 DEGREES C.
*** INPUT DATA SUMMARY ***
SEGMENT
1 REACH 1
WASTE
HEADWATERS
TRIBUTARY
RUNOFF
SEGMENT
FLOW CF00 NBOD D.O.
CFS MG/L MG/I.. MG/L
0.039 1 44.000
0.000 1 0.000
0.000 I 0.000
0.000 1 0.000
1 REACH
WASTE
TRIBUTARY
RUNOFF
0.000 1 0.000
0.200 1 2.000
0.000 1 0.000
0.000
0.000
0.000
0.000
0.000
{04000
0 . 0 0 0
64000
0.000
0.000
0.000
0.000 1
7.560 1
0.000 1
RUNOFF FLOW IS IN CFS/MILE
!
0.001

* ***** * MODEL RESULTS ** '.*** * *
DISCHARGER :ARCHIE RAMSEY MHP
RECEIVING STREAM :UT—•MCGIL.L BRANCH
************************************ ***i Ito ******.************ *> * ****.:
THE END D.O. IS y�rr 8.09 tr yM yG/L 1, !, y 6 y y y.y y arty y ( W g y.y 7 4
************************�l*********************T%y+i�******* �l****** �******
THEENDCBO1;`i..l �ISLdryyW,4d�.``J411r�MG�/L� 6W 7r ', U�� ��trr p ae� ,L��W L
*******n ***i*********T**********�Y**}l******>j *ii * **** :***** j:*************
THE END NBOD IS 0.00 MG/L
**********************>************.************'****** ****** ********
THE D.O. MIN. OF SEGMENT 1. IS 4.92 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.3
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 44 MG/L. OF CBOD
THE WLA FOR SEGMENT 1 REACH 1. IS 0 MG/L.. OF NBOD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.025 Mt33A+
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF CBOL't
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L.. OF NBOD
THE REQUIRED EFFLUENT D.O. IS 0 MG/L
THE WASTEFLOW ENTERING SEG 1. REACH 2 IS 0 MGO
************************************ ri*********************************

f
•
*** MOr1E1., SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
•
,
•
,
,
,
RAMSEY MHP
UT—MCGIL.L. BRANCH
0 CFS
25 DEGREES Co
1 LE NGTH I SLOPE_
IMILES IFT/MI
I VELOCITY
FPS
SUSBIaSIN t 030837
STREAM CLASS: C
WINTER 701.0 t 0 CFS
WASTEF1..OW , 036 MOP
IIIEPTH 1 K1. 1 K1 1 K2 1 K2 I Kri 1
1 FT 1 /DAY 1 P20 I /Y:IAY 1 P20 I /DAY 1
SEGMENT 1
REACH 1.
SEGMENT 1
REACH
I I
0,451 48.001
l I
0.1.00
0,1.9
I I I I 1
0.82 1 0.65 9.63 I 8.64 1 0.001
I 1 I ! 1
I I
1+301 48,001
i I
0,100 1 0.42 1 0,61 1 0,49 1 9.63
1
8..641 0.001
1 1
**1 INPUT DATA SUMMARY ***
FI..OW
CFS
r.,00r.I
MC/L.
SEGMENT
1 REACH 1.
WASTE
HEADWATERS
TRIBUTARY
RUNOFF *
N000 1 D.O.
MO/L 1 MG/I_
0,05E 45.000
0,000 0.000
0.000 0,000
0.000 0.000
0.000
0.000
//:
0 , 0 0 0
0,000
0.000
6.000
0.000
0,000
0.000
SEGMENT
1 REACH
WASTE
TRIBUTARY
RUNOFF
0.000
0.150
0,100
0.000
2.000
2.000
0.000
0.000
0.000
0.000
7.560
7.560
* RUNOFF FLOW IS IN CFS/MILE