NC0066796_Wasteload Allocation_19860613

a,
Facility Name:
Existing 0
Proposed O
NPDES WASTE LOAD ALLOCATION
Engineer Date Rec.
(SDate
Permit No.: /" C 0 o C 6 -7l � Pipe No.: co/ County: 4 4-1
Design Capacity (MGD) : o C C S Industrial (% of Flow) : Q Domestic (% of Flow) : d
Receiving Stream: 5 d ',- '- Q r'-,, C__� Class: Sub -Basin: O L 0 3 o a
Reference USGS Quad: G N LJ (Please attach) Requestor: L.Sa- �7 i` , JA . Regional Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Ibmp.: o1a aC Drainage Area (mi2): 8 7 Avg. Streamflow (cfs):
C)•(,�
X10 (cfs) 6 , (5- Winter 7Q10 (cfs) © • 7-( 30Q2 (cfs)
Location of D.O. minimum (miles below outfall): n Slope (fpm) S�
Velocity (fps) : 6 43 5 K1 (base e, per day) : 0 • G J K2 (base e . oer day) : 13- %3
Effluent
-
- _. -
Comments
WORM "I'
_
Effluent :'onthly
Characteristics Lverage Comments
v
Origin Pa i O Comments
Revis loc on O
Confirma ' n
e ed By: Reviewed By:
Date: 44

. .,
.
`
Request No. : 3155
--------------------- WASTELOAD ALLOCATION APPROVAL FORM ----------------------
Facility Name : LEICESTER ELEM SCHOOL
Type of Waste : DOMESTIC
Status : EXISTING
Receiving Stream : SLUDER BRANCH
Stream Class : C
Subbasin : 040302
County : BUNCOMBE Drainage Area (sq mi) : 0.7
Regional Office : ASHEVILLE 7010 (cfs) : 0.15
Requestor : L. CREECH Winter 7010 (cfs) : 0.21
Date of Request : 5-12-86 3002 (cfs) :
Quad : F-8 NW Average Flow (cfs) : 0.64
'------------------------ RECOMMENDED EFFLUENT LIMITS ----------------------
Wasteflow (mgd) : 0.0057 �N 21986
5-Day BOD (mg/1) : 30 --
Ammonia Nitrogen (mg/1) :
Dissolved Oxygen (mg/1) :
TSS (mg/1) : 30 .
Fecal Coliform (#/100ml>: 1000 - � `---
pH (SU) : 6-9
:
_______________________________________________________________________________
---------------------------------- COMMENTS -----------------------------------
Recommended by
Reviewed by:
Tech. Support Supervisor -------
Reg i ona I isor___
Permits & Engineering___
S_-
Western Rwgk»nm| Office

� Q I'r- P- zi-e� Efo-� t-3 cv,-, Isc- L,
s Ili t.r e rc,,,.,, v
sum.co"C, CCU
C, (-OcAc r-s
Z
)4= 1.33 .h
,Es-f--#03. `E S'79.970a
S7Qto = 0,29c4-S
w7_qto = o, 39 cfS
-FI O
tv n o. oesT �+lGD
�17
�14- 0.7M•
03, 4579.4700
SiQ/�= a. tSctS
CAA = o • c. 4 c-S
S 7 p �0 0, ► �O g S/
ciVIM' I(e
Q a R o o.(-X
�� o e, 54 -P jmi (e,

, . .
'
' *** MODEL SUMMARY DATA ***
Discharger : LEICESTER ELEM SCHOOL Subbasin : 040302 '
Receiving Stream : SLUDER BRANCH Stream Class: C
7Q10 : 0.15 Winter 7010 : 0.21
Design Temperature : 22 »C' 300.2 :
1L[N6TH|SLUP[ | VELOCITY |D[PTH | K1 | K1 } K2 | K2 | KN | KN | KNR 1 KNR |
| mile |ft/mi | fps | ft | Nay 1 3201 | /day | 3201 | /day | 3201 | Nay | @201 |
Segment \ | 0.901 54.001 0.135 | 0.34 | 0,65 | 0.59 |13.73 1 13.151 0.00 | 0,00 | 0,00 | 0.00 |
Reach 1 11 | | | | | | | | | | | |
*** INPUT DATA SUMMARY ***
| Flow | CD00 | N8OU | D.0. |
| cfs | m8/l | mg/l | mg/l |
-----------------------------------------------------
SeUment 1 Reach \ 1 | | | |
Waste | 0.009 |UO,NN | 0,000 | 0,000 }
Headwaters! 0.150 | 2,00 | 0.000 | 7,900 |
Tributary | 0.000 | 0.000 | 0.000 | 0.000 |
* Runoff | 0.160 | 2,000 1 0.000 | 7.900 |
* Runoff flow is in cfs/m le

It
----------
MODEL- RESULTS -----------
DISCHARGER LEICESTER ELEM SCHOOL
RECEIVING STREAM . SLUDER BRANCH
------------------------------------------------------------------------
THE END D.O. IS 8.53 MG/L
----------------------------------------------------------------------
THE END CBOD IS 4.06 MG/L-
---------------------------------------------------------------------------------------
THE END NBOD IS 0.00 MG/I_
----------------------------------------------------------------------
THE D.O. MIN. OF SEGMENT I IS 7.46 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT M I LEPO I NT 0.00
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT" 1 REACH 1 IS 1.10 MG/L OF CBOD
THE WLA FOR SEGMENT I REACH I IS 0 MG/L- OF NBOD
THE REQUIRED EFFLUENT- D.O. IS 0 MG/ L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 5.7000 i 1 E-i >3 MGD