NCG550231_Wasteload Allocation_19820324

Engineer Date Rec. , # 1
NPDES WASTE LOAD ALLOCATION ) 3 -D,5 7 RID . .
i Facility Name: R6°6,49sE0 V0,/ MAWS /s ES/DEdea Date: 3 —2.4—.82
v Existing Ti }�CG55oZ 31 OD/ egmoo�4
Permit No. : PJGOD Sly S 1 t Pipe No. : County:
ca Proposed
▪ Design Capacity (MGD) : Industrial (% of Flow) : ""mwm" Domestic (% of Flow) :_ 96
M
Urro dw4v,vee'i ,P G o3 —07 0,
lii
Receiving Stream: • ✓E/C Class: Sub-Basin:
covo1.4.9 �N 4,1.001 ��O▪ Reference USGS Quad: A' Lt(Please attach) Requester: Regional Office
/9 sic/
cic
-- (Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp. : a S c Drainage Area: Cd.a U m c1 Avg. Streamflow:
7Q10:. r, _o rU Winter 7Q10: 30Q2:
aa .
Location of D.O.minimum (miles below outfall) : o.n Slope: . p3. 3 r10K,
E Velocity (fps) : 0 .1 . Kl (base e, per day, 20°C) : 1. lip K2 (base e, per day, 20°C) : 1G• 7a
a
c.,
0
co, Effluent Monthly Effluent Monthly
as Characteristics Average Comments Characteristics Average Comments
I. P)00.5 30"^3il
Cl)cia
I-5S .30 m.9/1 _ .
R Do 6 rt V _ .
. FF-rc. I C ryM. ►0oo/soo �► I
s
IDN ( -R.5 S. U.
Original Allocation PIY'1'FEIpr--- PLOTIED
Revised Allocation I l Date(s) of Revision(s)
Confirmation
CD (Please attach previous allocation)
A) Prepared By: }P-1nnci r BuZifh Reviewed By: e U Date: 13/
l9

For Appropriate Dischargers, List Complete Guideline Limitations Below
Effluent Monthly Maximum Daily
Characteristics Average Average Comments
Type of Product Produced Lbs/Day Produced Effluent Guideline Reference

REQUEST NO . 736
********************* WASTELOAD ALI..00ATION APPROVAL FORM ****:***********:******
FACILITY NAME : DON DAVIS RESIDENCE
TYPE OF WASTE DOMESTIC
COUNTY RANDOLPH
REGIONAL OFFICE WINSTON- SALEM REQUESTOR : JIM WATSON
RECEIVING STREAM L UT UWHARRIE RIVER SUBBASIN YADO9
7(410 : 0 . 0 CFS W7010 : CFS 30Q2 : CFS
DRA.[NAGE AREA : 0 . ?8 SQ .MiI . C.,TREAm CLASS :C
A,**:#:****************:#:**:#: RECOMMENDEU EFFLUENT LIMITS **************** :; 4 ****4
WASTEFLOW (S ) ( MGD) : . 00045
DOD-5 ( MG/L ) 30
NH3 -N ( MG/L )
I:i . O . (MG/L. ) 5
PH ( SU) -8 . 5
FECAL. COL.IFORM ( /100ML ) : 1000
TSS ( MG/L ) 30
*:************:#***:****************************************************4.4 **4 * *:**
FACILITY IS : PROPOSED ( `✓) EXISTIiNG ( ) NEW ( )
LIMITS ARE Y REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY :
MODELER (XL - U. 1.__DATE
SUF'ERVISOR, MODELING GROUP I _ 11/ DATE
REGIONAL SUPERVISOR ? rDATE 0 `/—���
PERMITS MANAGER C-:__)34,:xt- _ ___-_._._.DATE : is J� "
RFCEMD
P o m Piedrncnl
Ro,gionui Office
JUN 3
WATER QUALITY DIV.

13 -.63
G 3 -07 -0?
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RcorasEA RE-,sictc-oci
ulJjcLrrJi-
- Don Do. 14s, •
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rocto--- 0.
ss-I DA- . rnCL
- .
/ck
h3eni
30, i tyo 0
IDA 3. a.
7 L) 0.. 0.14
544
73(\/
1! 11 Run,ifF 05.3 c-R /nasc_ 119',11;,_)
- 6801
____ 121 c)..604ylL 8_13 Finul
eor- 6,a)/
-4i I • 7 pm;
t

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= 0
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Dcy ` Co 5 /1
C oOp 2 r /. &
B3, 3 i, -7
Rzio, = O .0 3 /vim , G ,05 3
as " 5 r /1

*** MODEL SUMMART DATA ***
DISCHARGER : CON DAVIS RES . SUBBASIN : YADO9
RECEIVING STREAM : UT UWHARRIE RIVER STREAM CLASS: C
7010 s 0. 0 CFS WINTER 7010 : CFS
DESIGN TEMPERATURE : 25 DEGREES C. WASTEFLOW 0 . 00045 MOD
I LENGTH I SLOPE I VE►.00IT'r I DEPTH I h:1 I Kr I Nri I K2 I Oro I
IMILES IFT/MI I FPS I FT I /DAY ;DAY IDAY /DAY ICFSiMII
I i 1
SEGMENT 1 I 0 . 601 83 , 301 0 . 10 10. 11. 11 . 16 11 . 16 10 . 00 116 . 72 10 . 05 I
REACH 1
I I I I I I I I I I
SEGMENT 1 I 1 . 301 41 . 701 0 . 10 10.21. 10 . 76 10 . 76 10 . 00 18. 37 10.05 11
REACH
ALL RATES ARE AT 25 DEGREES C .
1

•
*** INPUT DATA SUMMARY ***
I FLOW I CBOD I NBOU I I . O .
I CFS I MG/L I MC/L I MG/L I
I I I I I
SEGMENT 1 REACH 1
WASTE I 0 . 00 1129. 00 I 0 , 00 I 6. 00
HEADWATERS I 0.00 I 0 . 00 1 0 . 00 I 0 . 00
TRIBUTARY I 0.00 I 0 . 00 I 0.00 I 0 . 00
RUNOFF * I 0 .0.E I 2 . 00 I 0 . 00 I 7 . 56 I
I I I I i
SEGMENT 1 REACH 2I I I I I
WASTE 1 0 . 00 I 0 .00 I 0 .00 I 0 .00 I
TRIBUTARY I 0 . 00 I 0 . 00 1 0 . 00 I 0 .00 I
RUNOFF * I 0 . 05 I 2 .00 I 0 . 00 I 7 .56 I
* RUNOFF FLOW IS IN CFS/MILE

0:*::#***4.** MOUEL RESULTS 4*:*******4
DISCHARGER . DON DAVIS RESIDENCE
RECEIVING STREAM
**:**4***:****:*****4****. K***4*******4:*****:4*-***:4*:**********************
THE END D . O . IS 8 . 1? MG/L
***.*.*.4.*.4..*************4************************4***4********:*******.****
THE END CBOD IS 1 . 58 MG/L.
;:*:****4*:********:**.:.:.4..*****:*:****************************.******.*********
THE END NBOD IS 0 . 00 MG/L
:'v********:**:******:******4*******:**********:**************** **:********.**
THE D . O « MIN . OF SEGMENT 1 IS 6 . 00 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEF'OINT 0
WHICH IS LOCATED IN REACH NUMBER :l
THE WLA FOR SEGMENT 1 REACH 1 IS 129 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 4 . 5E-4 i'ic::c
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG,''L OF CBOD
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 MiG'!:i
*********************:***************:***************************:*******