NC0060283_Wasteload Allocation_19840713

NPDES DOCUMENT $CANNIN`: COVER SHEET
NPDES Permit:
NC0060283
Ridgeview Acres MHP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Application
Instream Assessment (67b)
Environmental Assessment (EA)
Permit
History
Document Date:
July 13, 1984
This document is printed an reuse paper - ignore *my
content on the reirerse side

OFFICE TO COMPLETE)
(TECHNICAL SERVICES TO COMPLETE)
Facility Name:
Existing
Proposed
NPDES WASTE LOAD ALLOCATION
d (e is cks.s, G..
j.it..60(iDZ83
Permit No.: ' ►\V C �i-y-
_101 ®775.-- MG-p
O,6ir14-
Design Capa ity (MGD): Industrial (% of Flow):
tiNk)ire (cu_}
Receiving Stream: l J "� %u • 1eLEACH(O tt aLAALe— Class: C- Sub -Basin:
Reference USGS Quad Nik'iLAa.. (Please attach) Requestor: n'W. k tifi-AA.2
E� SE:
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Engineer.
Date Rec.
#
n.0
c1 -t5
97Cc
Date:
v[o lri l3¢
Pipe No.: County: U-'1,«
Domestic (% of Flow) : /On
64_ - Fc- 0
Regional Office
o
Design Temp : Z-`(°C- Drainage Area: 0•6'5-
)
7Q10:
Winter 7Q10: 0
Location of D.O.minimum (miles below outfall):
Velocity (fps). a too
n
,qt -
o.l
K1 (base e, per day, 2f�°C) :
N
Effluent
Characteristics
Monthly
Average
Comments
-2,0,
5-
4L.".P9
ce cc,-C c' ,
16r.;,
lino c
Original Allocation
Revised Allocation
Contirmation
Ea
1 1
El
Avg. Streamflow:
30Q2•
Slope.
K2 (base e, per day, 24°C)
Effluent
Characteristics
Monthly
Average
Comments
1�0� S-
�o
u 1.0
dli
Sid
l't4.
fi_Cc.,l 0
(c' '
i(60 1--(
-1-5 S
36
4n d
Date(s) of Revision(s)
(Please attach previous allocation)
Prepared By: Ca.,.ZLLX e c2,6CIZ
LQ0, u_
Reviewed By: l 0il•,4'
0 IS
yigie a
Date:
7- /3-2Y-
�'6 �` �J c C L4 (kw.,C

REQUEST NO. : 976
********************* WASTELOAD ALLOCATION AF'F'ROVAL. FARM *********************
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : 0, o.i CFS
DRAINAGE.. AREA
:
:
•
RIDGEVIEW ACRES MHP
DOMESTIC
BUNCOMBE
ASHEVILLE
REQUESTOR : MAX HANER
SMITH MILL CR. TRIB SUBBASIN : 040302
W7Q10 : 0 , o. CFS
: .05, .UZ SQ.MI.
3002 : 0, CFS
STREAM CLASS :C
************************ RECOMMENDED EFFLUENT LIMITS ************************
WASTEFLOW (S )
BOD-5
NH3—N
D.O.
PH
FECAL COLIFORM
TSS
(MGD)
(MG/L)
(MG/L) :
(MG/L) :
(SU)
(/100ML):
(MG/L)
.012 .012
30 30
5
6-8.5
1000
30
6-9
1000
30
LIMITS AT SITES I / JD 2
RESPECTIVELY. LIMITS AF'PI._Y TO
BOTH SUMMER AND WINTER.
0
********************************************************************************
FACILITY IS : PROPOSED (✓) EXISTING ( ) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISOR,MODELING GROUP
REGIONAL SUPERVISOR'
PERMITS MANAGER
BATE
-._.BATE
-CZl_.��".............DATE..
iY0fi33. Ai;•'v0 631W
P861 : Y
a3AI3J3J

;z
's '.A
.cue5 IA
—.
5'igif
- -
.- <----- 0
3.4126‘379_0
0.4 )
er
eV
'DA =
4.a=
°.M
3aQ2=
o.2.
(u
-ato
6.1
S 4 e
I
S<4.e- "Z4
C f20-G: Z
4/.4-
, DS
l
ii,M
7.170
'age)
S Q
'7 `(°
6
71
c'Q1„_
-
a0.16
°
_D
j
SI
oSa
zoos
/
2fo 0

********** MODEL. RESULTS **********
DISCHARGER :RIDGEVIEW ACRES MHP
RECEIVING STREAM :SMITH MILL CR, TRIB
*************************************`K********************************
THE END U.O. IS 8.37 MG/L
*************************************************'***********:********
THE END CBOD IS 8.25 MG/L
**********************************************************************
THE END NBOD IS 0.00 MG/L
**********************************************************************
THE D.O. MIN. OF SEGMENT 1 IS 5.00 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEF'OINT 0
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 110 MG/L OF CRAD
THE WLA FOR SEGMENT t REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 5 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0,012 MOD
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 MOD
**********************************************************************
DISCHARGER
RECEIVING STREAM
7010
*** MODEL SUMMARY DATA ***
RIUGEVIE.W ACRES MHP
SMITH MILL. TRIB
0 CFS
SUBBASIN : 040302
STREAM CI.. ASS: C
WIN

t
*** MODEL SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
RIDGEVIEW ACRES MHP
SMITH MILL CR. TRJB
0 CFS
24 DEGREES C.
SIJBBAS I N 040302
STREAM CLASS: C
WINTER 7010 : 0 CFS
WASTEFLOW : IDOMESTIC MOD
ILENGTHISLOPE 1 VELOCITY IDEPTH 1 Kt 1 Krt 1 SOD 1 K2 I NetPS1
!MILES I FT/MI 1 FPS I FT 1 /DAY I /DAY I MG/M2r' I /I'AY I MC/L./Ii I
SEGMENT 1
REACH 1
1 1
0.101400.001
1 1
0.100 1 0.11 1 1.07 1 0.00
t I 1
0.01 54.551 0.001
1 1 1
! ! !
SEGMENT 1 1 0.901201.001
REACH 2 1 1 t
0.151 1 0.27 1 0.83 1 0.00
I 1 1
0.01 54.551 0.001
1 1 1
ALL RATES ARE AT 24 DEGREES C.
*** INPUT DATA SUMMARY ***
FLOW I CBOD I NBOD 1 D.O.
CFS 1 MC/L.. 1 MG/L. 1 MC/L
SEGMENT
..__=
1 REACH 1
WASTE
HEADWATERS
TRIBUTARY
RUNOFF *
0.019 1110.000
0.000 1 0.000
0.000 1 0.000
0.000 1 0.000
0.000
0.000
0.000
0.000
5.000
0.000
0.000
0.000
SEGMENT
1 REACH 2
WASTE
TRIBUTARY
RUNOFF *
0.000
0.100
0.100
0.000
2.000
2.000
0.000
0.000
0.000
0.000
7.650
7.650
* RUNOFF FLOW IS IN CFS/MILE