HomeMy WebLinkAboutNC0058891_Wasteload Allocation_19820607NPDES DOCUHENT SCANNING COVER SHEET
NC0058891
Valley Creek WWTP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Denial
Instream Assessment (67b)
I,
Speculative Limits
Environmental Assessment (EA)
Document Date:
June 7, 1982
This document is printed on reuse paper - ignore any
contest on the z 'w erne wide
7Q10: 010 Winter 7Q10:
alLocation of D O.minimum (miles below outfall): /(
0
0
c)
L
C�
Velocity (fps): n /(1 K1 (base e, per day, 20°C)•
Facility Name:
Existing
Proposed
Sft.4.1-t N e,ti i IS
NPDES WASTE LOAD ALLOCATION
rdd_ B :"'l ?N r "-LA-%
Permit No.:
13(-_oo 5q?���
Pipe No.: C)D 7
Design Capacity (MGD) :O•1 -0•% 'U•-, Industrial (% of Flow) :
Receiving Stream: U,A t i C ,
Reference USGS Quad: L Allsz.(7fZ.;.tc(Please attach)
itile
•
Date: 54f"62-
County : ��
Domestic (% of low): / O 7
� OZ-Ol
Sub -Basin: A�l �� a
Requestor: 4Regional Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: ,20 Drainage Area: 0`2,0n Z'' Avg. Streamflow: �S L4 r J
30Q2:
O QS
Slope. '52Cv .
K2 (base e, per day, 20°C) • �b' O
. L.wn11J 'D .
Effluent
Characteristics
Montfily
Average
Comments
h
IIL3o&5Ik,
_
1 W-
1t�i toitc0ry
Ib�5'9 ro4
1 NO
b P141 /aD
1114-
b - (5.4)
VI
b -1 (S 1 (4 )
4Res,du cht j . ,00
Original Allocation
Revised Allocation
Z. ,Oo, Oo2'1 K51l1. l
Effluent •
Characteristics
Date(s) of Revision(s)
(Please attach previous allocation)
REQUEST NO. : 405
********************* WASTELOAD ALLOCATION APPROVAL FORM
REGIONAL SUPERVISOF�
PERMITS MANAGER
APPROVED BY :
DIVISION DIRECTOR
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : 0^07 CFS
DRAINAGE AREA
WASTEFLOW(S)
BOD-5
NH3-0
D.O.
PH
FECAL COLIFORM
TSS
i
�
SEVEN DEVILS CONDOS SITE 11
DOMESTIC
WATAUGA
ASHEVILLE
VALLEY CREEK
W7Q1O �
0,24 SQ~MI^
CFS
REQUESTOR : HIKE PARKER
SUBBASIN : WAT01
3002 ,168 CFS
STREAM CLASS :C-TK
RECOMMENDED EFFLUENT LIMITS ************************
(MGD) O~1
(MG/L) 30
(MG/L) i NR
(MG/L) 5
(SU) 1 6-9
(/100ML):1000
(MG/L) : 30
FACILITY IS t PROPOSED (
LIMITS ARE : REVISION (
O~2
30
NR
6
6-9
1000
30
0.3
30
NR
6
6-9
1000
3O
RESIDUAL CHLORINE LIMITS!
@O.1mgd=<0^0Onmg/l
@0^2mgd=<0^003mg/l
@0.3mgd=<0^0027mg/l.
V) EXISTING , ) NEW ( )
) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISOR,MODELING GROUP
=
�- DATE
`
---DATE
DATE
/J ^
�w DATE
4
CsdeF
5/ao' gz,
-jk n�caa�unxd,
U
Lf/t5Di
aoo'
®, I �2 a 3�
Df -D,,
7/go
cfs
4t• , f/s7.1st 3I
7/io. CAI GCS
•
3D=a,g
.27
LQ �t 2_ - 41_20±
fl,k3 0,07(0
0107 0,15-) 40'10 '
50. D r Ir 0, ?Aid 4000'
2A0,3 b'076 D.
521, 0r 071 0' 3q_2,o101 ot5') D, 3 3eif Da_
0,51 3gio
52).3 J2,5 3g4-0
sutt`
3ce
46D
�•3
I_PD-2 b
_1_21a
oI07
37
(2o -
/0
31100
o 31;o'
3
0, q31
3bcro5 (0 go
�.I D.2, 0.
mac- S.D)
St-r3 if 0
2e.3
° °•°,-74ic lx.15
010
o. I 01lb, 3
c,
0
�� . 3
5 I T .E k l -re
0.07 0<<
o.t+
Die,v_ 4i7of
X'; 1.0
0, D
SS'
********MODEL.RESULTS **********
I '
DISCHARGER :SEVEN DEVILS CONDOMINIUMS SITEt1
RECEIVING STREAM :VALLEY CREEK
:t:*****:****************:***************::********************************
THE END D.O. IS 3.40 MG/L
t'*::******************************************************* '*4:**********
THE END CBOD IS 65.65 MG/I_
************************************************4**************4******
THE END NBOD IS 0.00 MG/L
**************************************************:******:***-t:*4********
THE D.O. MIN. OF SEGMENT 1 IS 7.62 MG/L
THIS MINIMUM IS L.00ATED AT SEGMENT MILEFCINT 0.1
WHICH IS LOCATED IN RFA':CH NUMBER 1
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 0.3 MOD
**'*********************************:*****44********.********************
** MODEL SUMMARY DATA :$ 4
DISCHARGER
RECEIVING STREAM
7010
I:DESIGN TEMPERATURE
SEVEN DEVILS r;Opttns 41.
VALLEY CREEK
0.07 CFS
20 DEGREES C.
SUBBASIN WAT 01
STREAM CLASS: C-TR
WINTER 701.0 CFS
WASTFFI.OW : 0.1-0.3 MOD
I LENGTH I SLOPE i VELOCITY I ItEF'TH i K1 1 I:r I Kn 1 K2 1 71o
!MILES I FT/MI 1 FPS 1 FT 1 /DAY I /DAY 1 /DAY 1/DAY 1 CFS/'MI
I I 1
SEGMENT 1 I 1.001526.301
REACH 1 1 1 I
I I I I I 1
0.19 10.47 1 0.59 0.59 1 0.00 150.00 1 0.23
I 1 I 1 1 I
ALL RATES ARE AT 20 DEGREES C.
THE ABOVE VALUES WERE THOSE USED FOR THE MODEL i?0.3m�d.
CIA
E'
vCD
0
4I
E
0
v
0
71.
c)
1
.-
1-
NPDES WASTE LOAD ALLOCATION
*2 Facility Name: J P_ (,.r-etJ ,1�� � -S (;<.�;�v C/,' L� ;^,� rN ; u.,w�.
Existing
Proposed
Date : -47- 9- el
Permit No.: Pipe No.: 001 County: a%i<'Ti�oL4TC
R wN _(J_
Design Capacity (MGD) :al -D.Z ' O•. Industrial (% of Flow) : tip% 14 Domestic (% of Flow) : f D 7
Receiving Stream: (Ta1 el
Reference USGS Quad: UP,1>c CIL;.,cas
(Please attach)
Class: 12,- Sub -Basin:
Requestor•
(✓I ke- 17,4g,1
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Regional Office .ffd4 0/
Design Temp • 0% a C
Location of D.O.minimum (miles below outfall) : nit 4“,
Drainage Area: D. 7rw2- Avg. Streamflow: I140' c`i
7Q10:» Winter 7Q10: 30Q2:
Velocity (fps) : O. 110 K1 (base e, per day, 20°C) : n S.3 K2 (base e, per day, 20°C) . `SO. O
Slope.
Effluent
Characteristics
130 �r
Q 3►J
-Do
-5
0, I e O.a. • 0.3
Monthly
Average
40 1 50
30 i 2- 3
-Fec.a.fLco G w Ism
t�- b- 64.,-4j(S.� t-9(c,
. (.��-tee_ r 10o? L. ' oo�
Comments
3a
IL
`757Tginal Allocation
Revised Allocation
too l �v �� I bb'o,
1►
Effluent
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
eviewed By:
Date:
REQUEST NO.
405
: .*:/K****:**gyp:**:* .**:**** :: WASTELOAD ALLOCATION AF'F'ROV 1. FORM *:*.*: :**** #.** ::#.*:#.***:i1:
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAri
;'010 : 0.18 CFS
DRAINAGE AREA
• SE'•)EN DEVILS CONDOS *2
• DOMESTIC
WATAUGA
• ASHEVILLE
VALLEY CREE,:
W7010 CFS
0.67 00 . m I .
REQUESTOR : MIKE PARKER
SUBBASIN : WAT 01
3002 : 0.47 CFS
STREAM CLASS :C-TF:
************************ RECOMME_NDED EFFLUENT L.IMITS <*****:***********:*******
WASTEFLOW(S)
DOD-5
NH3"-N
D.O.
PH
FECAL COLIFORM
IL•J
i'r.
eitc)
(MGD) : 0.1
(MG/L) : 30
(MG/L) : NF:
(MG/L) : 4
(SU) : 6-9
(/100ML):1000
(MG/L) : 3.0
0.2
30
iN R
5
6-9
1000
30
0.3
30
NR
6
-.
1000
30
RESIDUAL CHLORINE LIMITSi
@0 . 1 noi;6=•:.0 . 000ai5/ I
@0.2rn. 0.005m.s1/t1
@0 . 3msd= (0. 00'l ms / 1 .
•4****.**4*****************************T.T*****T **** ** ** T*4****** *T44 44************
FACILITY IS : PROPOSED (✓) EXISTING ( ) NEW ( )
LIMITS ARE : REVISION (
REVIEWED AND RECOMMENDED BY:
MODELER
CONFIRMATION ( ) OF THOSE F'R:EVIO'J2[. Y ISSUED
SUF'ERVISOR,MODELIiNG GROUT'
REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED BY :
DIVISION DIRECTOR
x
.MODEL SUMMARY DATA :$:*.*
(DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
•
«
•
•
SEVEN DEVILS CONDOS t2
VALLEY CREEK
0.18 CFS
20 DEGREES C.
SU. BH'L IN WAT OJ.
STREAn CI.A ,S« C-TR
WINTER 7C 10 « CFS
WHSTEFI.OW . 0.1-0.3 MGI:
1LENGTHISLOPE I VELOCITY (DEPTH 1 K1 I
!MILES IFT/MI I FPS I FT I /DFY I/DAY
SEGMENT 1
REACH J.
I I 1
I 0.50156,301
I I I
I Kri I K2 1 Oro 1
1/DAY I .'IDA'Y I CFS/fr I I
I 1 I 1 ! I
0.16 10.53 10.53 1 0.53 1 0<.00 150.00 1
I 1 I 1 1 I
ALL RATES ARE AT 20 DEGREES C.
THE ABOVE VALUES ARE THOSE THAT WERE USED @
0.23 I
********** • 1ODE4... RESULTS **********
DISCHARGER :'SEVEN DEVILS CONDOMINIUMS SITE #2
RECEIVING STREAM :VALLEY CREEK
K**:************************************:#********************* ********
THE END D.O. IS 8.42 MG/L
***************************************:*******:*****-*****:*;**** ********
THE END CBOD IS 72.16 MG/L
***********************************************:t**********************
THE END NBOD IS 0.00 MG/L
;* *****k*******-**********************************:*.*******:******:**:******
THE D.O. MIN. OF SEGMENT 1 IS 8.01 MGiL
THIS MINIMUM IS LOCATED AT SEGMENT MILEFOINT 0.1
WHICH IE LOCATED IN REACH NUMBER 1
THE WL.A FOF: SEGMENT 1 REACH 1 IS 129 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF t !ROD
THE REQUIRED EFFLUENT D.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.3 MGD
***********************************.***:***:*******:*********************
0
0
6
E
Cl
0
i
Facility Name:
Existing
Proposed 172--
Design Capacity (MGD):in 0
I
Receiving Stream: Du J- 1 L
(,co (4 4 309.2.1. (pfli Is ecte 77)x.,
NPDES WASTE LOAD ALLOCATION
Permit No.: Pipe No.: L'€
County*
•
Date: S`3-Qz
Industrial (% of Flow): N J%Q Domestic (% of Flow): /WO 6,4
Class: C,474.644 Sub -Basin:
Reference USGS Quad: [.lw4+31lUC, (Please attach)
Requestor:
;Mkt. fiel.got
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Regional Office ,6`ks111t,__
Design Temp.: p/ 0 O�
7Q10•
Location of D.O.minimum (miles below outfall): QVIu-'
Velocity (fps): 0.I K1 (base e, per day, 200C):
Drainage Area: 1, (4 2II /h 2—
Winter 7Q10: , ' 7
o.
Avg. Streamflow:_G3'�
30Q2: 0' o C
Slope: )5 -7'
K2 (base e, per day,
Effluent
Characteristics
Monthly
Average
Comments
UbOS
517r
(QJ
O
c,0
(.Q�
3)
sL..
Hss
CiN ovi k,e.
0. 1)(A iv
U
Original Allocation
Revis Allocation
Prepared By: (:)ilhkik)J-2
Effluent
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
Reviewed By:
Date:
:_r
fi {Y. t REQUEST NO. : 406
• s
*********:**:*:********* WASTELO;tD ALLOCATION APPROVAL FORM ****************'K****
FACILITY NAME GARDNER GIDLEY AND ASSOC *1
TYPE OF WASTE DOMESTIC
COUNTY WATUA A
REGIONAL OFFICE ASHEVILL.E REQUESTOR : MIKE PARKER
RECEIVING STREAM DUTCH CREEK SUBBASIN WAT 01
7010 : 0.2 CFS W7010 : 0.4 CFS 3092 : 0.8 CFS
DRAINAGE AREA
1.62 S0.MI, STREAM CLASS :C-TR
*,:*: *** :************:**:** RECOMMENDED EFFLUENT LIMITS ****************k******
WASTEFLOW(S) (MGD) 0.17
BOD-5 (MG/L.) 30
NH3-N (MG/L) NR
D.O. (MG/L) : 5
PH (SU) : 6-9
FECAL COLIFORM (/100ML): 1000
TEE (MG/L) : 30
PLR
fi***********:****.*.***.****:*:
RES. CHLORINE0.008/1.
AUG 5 lime
WATER QUALITY
OPERAMS c
FACILITY IS : PROPOSED (1) EXISTING ( NEW
LIMITS ARE : REVISION ( ) CONFIRMATION ? OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERV'ISOR,MODELING GROUT'
REGIONAL. SUPERVISOR`S
PERMITS MANAGER
APPROVED BY :
DIVISION DIRECTOR
__DATE �-_ �
1
301)
It69'
�l� p s
•1'r�� M�s•,�-
(t3{V•OO�C`
T-�t�CTC
Q�OS)
Tn-!e 44
112—' L 227
7/io_ 1. $c
D1=(p.3SM1
�►= la../
w-in-1 of s .2. eS
I50.� D,21,�
f3ia3�'�33 3�67 f
-qAAA:
3 10
3,43'
Sian/
0,30 ,5ogo,
D. _50 40'
tof
(90(Y
LP
0,0
DJ
rc
-4f
1(0
105- • (a_
IDS
Lni
(a.0') 0. g + 2t.3)
E2__to 3)
_DOD
A),
nzt]ts,
6, o3g
0 0_710 33)ol
3,740/
0. 19 3200'
,2,0
o - L-tT RH 0.(jeic
0.3
0
r,17
IDSa b
Ro- DO
********** MODEL RESULTS **********
DISCHARGER :GARDNER GIDLEY AND ASSOCIATES
RECEIVING STREAM :I:UTCH CREEK
***********:**:**::**: **:*************************************** +***M**
THE END D.O. IS 8.40 MG/L
:******:*************************:****************:***********************
THE END CBOD IS 49.17 MG/L
****** ** ****: **:*:******:****'K'#************:**********************`k ******:**
THE END NBOD IS 0.00 MG/L
*********************:*:*:*******************:****************************
THE D.O. MIN. OF SEGMENT 1 IS 6.42 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 129 MG/L OF CLOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REO.UIRED EFFLUENT D.O. IS 5 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.17 MGD
*************************************************.********************;
_
.,***•MODEL SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
SEGMENT 1
REACH 1
GARDNER GIDLEY *1
DUTCH CREEK
0.2 CFS
20 DEGREES C.
ILENGTH1SLORE I VELOCITY
!MILES IFT/MI 1 FRS
! !
1 0.901157.501
! ! 1
SUBBASIN ! WAT 01
STREAM CLASS: C-TR
WINTER 7010 « 0.4 CFS
WASTEFLOW | 0.17 MGD
DEPTH ! K1 1 Kr
I FT 1 /DAY 1/SAY
1 Kn 1 K2 ! Oro 1
1/SAY 1/DAY ICFS/MI1
1 1 1 1
0.10 1 0.58 1 0,45 1 0.45 1
!
0.00 128.35
!
0.09 1
ALL RATES ARE AT 20 DEGREES C.
r
E
0
0
a.)
egs
c
0
Facility Name.
Existing
Proposed
I
Design Capacity
r^rAR-IpeR
NPDES WASTE LOAD ALLOCATION
iL1�pro L PssoctA P.r
Permit No.: Pipe No.: Q 0
Date• 5-382-.
County • ll/A7f3 r4
(MGD) : . I717 Industrial (% of Flow) : AV/4 Domestic (% of Flow) : /00
Receiving Stream: us+ 4D Te-L CtiAAJ._
Class • eglzoi- ..',-
Sub -Basin:
Reference USGS Quad :Y j&1.L`RUt1 t,ALC. (Please attach) Requestor • r LL 17PI, L t Regional Office /s 4
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: Drainage Area: CD,O m
7Q10: Winter 7Q10: 30Q2•
a,
a Location of D.O.minimum (miles below outfall): l 0 YIN
Velocity (fps): (),I K1 (base e, per day, 200C): 0(62 K2 (base e, per day, 20°C):
0
N
a)
c7
=
Z
CIA
O°
0.0 �--
Slope -
Avg. Streamflow: • 0 / _4S
1ocf -
}osa ► io -F+ 141.4, .
Effluent
Characteristics
Monthly
Average
Comments
'MS
1
(0 0
S--
l )
A
Co
1alLJ
Y
Gkfbrir
VVI1"
�
.o,
l
nSLe,�
IL -
Original Allocation
Revised Allocation
Prepared By:
I
Effluent
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
Reviewed By:
Date:
REQUEST NO. : 406
****#****:***4****4*** WASTELOAD ALLOCATION APPROVAL FORM *****:****4:******** :*%
I=ACILIT`t NFtME' . GARDNER GIDLEY AND ASSOC t2
fYF`E OF WASTE DOMESTIC
COUNTY : WATUAGA
F:E.GIONAL OFFICE : ASHEVILLE REC)UESTOR : MIKE FARKER
RECEIVING STREAM . UT DUTCH CREED: SUBDAEIN : WAT 01
7010 : 0.0 CFS U7010 : 0.0 CFS 3002 : 0.0 CFS
DRAINAGE AREA : 0.08 SO.MI. STREAM CLASS -TF.,
*******:*******:********** RECOMMENDED EFFLUENT LIMITS ************************
WASTEFLOW(S) (MGD) : 0.17
BOD-5 (MG/L) : 30
NH3-N (MG/L) : NR
D.O. (HG/L) 6
PH (SU) : 6-8.5
FECAL COLIFORM (/100ML): 1000
TSS (MG/L) 30
RESIDUAL CHLORINE<2.0uz/1.
**********:**:*:********4****:*: *****************:::4:***************************44444*
FACILITY IS : PROPOSED (1/) EXISTING ( ) NEW (
LIMITS ARE : REVISION (
REVIEWED AND RECOMMENDED BY:
MODELER
CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
SUF`ERVISOR,MODELING GROUT'
REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED BY :
DIVISION DIRECTOR
Dr' TE
********** MODEL RESULTS **********
DISCHARGER GARDNER GIDLEY AND ASSOC *2
RECEIVING STREAM :UT DUTCH CREEK
*******************************************:***************************
THE END D.O. IS 7.95 MG/L
'k********:*************************************************************
THE END CBOD IS :L02.00 MG/L
a**:*******:*:******:*******************************************:**********.
THE END NBOD IS 0.00 MG/L
********************'**************************K**********************
I'HE D.O. MIN. OF SEGMENT 1 IS 6.00 MG/L
THIS MINIMUM IS L.00ATED AT SEGMENT MILEF'OINT 0
WHICH IS LOCATED IN REACH NUMBER :L
THE WLA FOR SEGMENT 1 REACH 1 IS 110 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 0.17 MCD
:*****************:****:************* *************]KEY*:********* *_**********
.***.MODEL SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
GARDNER GIDLEY 42
UT DUTCH CREEK
0.0 CFS
20 DEGREES C.
SUBBASIN t WAT O:L
STREAM CLASS; C-TR
WINTER 7010 : 0.0 CFS
WASTEFLOW 0,17 MOD
ILENGTHISLOPE 1 VELOCITY !DEPTH 1 K1 1 Kr 1 Kri 1 K2 1 Oro 1
!MILES 1FT/MI 1 FPS 1 FT 1 /DAY 1/DAY 1/DAY 1/DAY ICFS/MII
SEGMENT 1
REACH 1
1 1
0.311052.61
I !
r►3-#'tom
0,
1 I I 1 1
0.60 1 0.60 1 0.00 150.00 1 0.00 I
1 1 I 1 1
ALL RATES ARE AT 20 DEGREES C.
a
as
irUlilllictl j
3
)er VR.CJ
l i�Gi1IU di
Facility
Existing
Proposed
NPDES WASTE LOAD , IA,LLOCATION
Name : 4i44011A4e 4-1 1. fe, 1 gss ouA des r714c #3.
11
Permit No.: Pipe No.: DO /
Design Capacity (MD): • Industrial
Receiving Stream: lr"A 4'0 g+q u _1,
Date: 45-' gz
County: g/A47/414,4
(% of Flow):___4423Domestic ( of Flow): /04 s%
Class : C'vu-' Sub -Basin:
Reference USC.S Quad:UAIL llociSdhe7. (Please attach) Requester:_ J1' . P14 -.
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Regional Office !7`. .
Design Temp.:
7Q10: 0 , 1
Drainage Area:
Winter 710:
Location of .,D.O.mi imum�(mil.es below outfall) :
• i
Velocity (fps):
D(3fn
K1 (base e, per
Avg. Str.eamflow:
30Q2:
Slopo. --7D�
day, 200C) : OI K2 (hase e,
Effluent
Characteristics
Monthly
Average
Comments
OD
r
/nQ---'4
w
— _ __.. --- --
135
Ye
L-(m.)
Original Allocation
Revised Allocation
Prepared By:
L-1
per
Mde
day, 20°r') :
Effluent
Characteristics
Monthly
Average
Conmleniti
_ _.....
Date(s) of Re; .inn(s)
(}'lea:-;e attach previous allocation)
e;v i.ewed By:
1
•
********************* WASTELOAD ALLOCATION
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : 0.1 CFS
DRAINAGE AREA
:
REQUEST NO. : 406
APPROVAL FORM ***`".*****************
GARDNER GIDLEY AND ASSOC -13
DOMESTIC
WATAUGA
ASHEVILLE REQUESTOR : MIKE PARKER
UT WATUUGA CREEL SUBEASIN : WAT 01.
W7010 : 0.1 CFS 3002 : 0.1 CFS
0.32 S0.MI. STREAM CLASS :C-TR
' ********:*************** RECOMMENDED EFFLUENT LIMITS `K***********************
WASTEFLOW(S)
DOD-5
D.0,
PH
FECAL COLIFORM
TSS
riT
(i1GD) : 0.1;
(MG/L) : 30
(MG/L) : NR
(MG/L) : yy U
( S U ) . V - 9
(/100ML): 1000
(MG/L) : 30
**********:$ *****:K:K***:*: ***
RES.CHLORINE<:.0.0023m.s11.
A U.O. OF 6.0m/1 IN THE WASTE
IS NEEDED TO PROTECT STREAM
STANDARD.
*****:****:4**'**************************************:***
FACILITY IS : FROF'OSED (V ) EXISTING ( ) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE FREVIOL'SLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUF'ERVISOR,MODELING GROUP
REGIONAL SUPERVISOF;?/4
''ERtMITS MANAGER
APPROVED BY :
SATE : 7 a� ft
DATE : _ j&JJS_2.
BATE :SL 3L_c
DIVISION DIRECTOR
DATE :
010/
o '
1EDr
_c1221,
dsb,
iTe t 3- _ `ZCr
_5a- 1L j
-e
D,0710
# 3
35-0 _, 036_
D, 03$
(910C/3 0011
of oc )3 oioa aIILL
a 104 ,3 01.919 0,133
1 D5__ b.o11 , Ica_
f v 6 0,03A o, i 9
1Q 5 a. Q,0 C 22
to Sa(6. o,a3 bi )(oDill
o.z
3-Noi
3 40
3,
33W
33c0'
3QFP:)0'
- .5401
oo'
8! (o'
31D0'
o_a_3_ , aDg3/
o.sic% 8040 /
393.q
c,
3 4 3 -3o ,. f c/ Cn = 2 � • -f - (Ai;
‘,()
6r 0.. 00
*** MODEL SUMMARY DATA * *
DISCHARGER GARDNER GIDLEY t3 SUYBASIN WAT 01
RECEIVING STREAM UT WATHUGA RIVER STREAM CLASS: C-TR
7L710 0.1 CFS: WINTER 71110 2 0.1 CFS
DESIGN TEMFERATUF:E I 20 DEGREE'S C. WASTEFLOW : 0.17 MGD
1 LENGTH I SI..OF'E I VELOCITY I DEPTH 1 K1 1 Kr 1 Kn 1 K2 1 Oro
IMILES IFT/MI I FPS I FT 1 /DAY 1/DAY 1/DAY 1/DAY IOFS/MI
1 I I I I ! 1 I 1
SEGMENT 1 1 0.601702.401 0.13 1 0.4 0.52 1 0.52 1 0.00 150.00 1 0.04
REACH 1 I I I I I I I I
ALL RATES ARE AT 20 DEGREES C.
•• ********** MODEL RESULTS **********
DISCHARGER :GARDNER GIDLEY AND ASSOC *l';
RECEIVING STREAM :UT WATUAGA RIVER
K**4:*4******'**4:**:***:***********:*:*.*4*W*********:**********************4
THE END D.O. IS 8.52 MG/L
:.4*.**4*4**:********************:*-********************-4.*:*.::.:..***:*:********
THE END CBOD IS 64.55 MG/L
:K************:***************4******************************;***: 4******
THE END NBOD IS 0.00 MG/L
***********************************************************************
THE U.O. MIN. OF SEGMENT 1 IS 6.53 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 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 0.17 M:_iD
***:*****:****************************************************** :******
3
VILtb
1 iaC�iiliic.di
,,/ NPDES WASTE LOAD ALLOCATION
Facility Name R 6-t L >f' ffts.c;.0 .i -6 I €
Existing
Proposed
Permit No.: Pipe No.: 0 0
Design Capacity (MGD): •d 8 0
County:
•
Date• 5-3-fiz
A 71.0174
Industrial (% of Flow) : NJY Domestic (% of Flow) : %U0 eh
Receiving Stream: 0.4 40 eU11-$1N rive -AC Class•C4RU - Sub -Basin:
Reference USES Quad:(%AlLt 06_14L/•c-. (Please attach) Requestor: i 1L A4r_kut.Regional Office A5/1 AL
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.:
7Q10:
_OD rT_,
Q.D c��s
Location of U.O.minimum (miles
Velocity (fps):
Da
Drainage Area: ,�"- 1 l g Avg. Streaanflow: -
v Winter 7 0 : �0- 30Q2 � : _l/. __�. fD� a°
below outfall) :,� Slope: V `t+_
K1 (base e, per day, 200C) : 0'45Z0 K2 (base e, per day, 20"c) - 47.0,0
Effluent
Characteristics
p0
Monthly
T
Comments
Average
n
io rC)
r --(2
-
a( c.Q(t rv►�
e
r;. c .r on ixe, 0
Original Allocation
Revised Allocation
Prepared B
Effluent
Characteristics
Monthly
Average
Comments
Date(s) of Rey. ;ion(s)
(Please attach previous allocation)
eviewed By:
Date:
REQUEST NO.
, 4,06
********************* WASTELOAD ALLOCATION APF'F:OVAL FOF:M **************#*****<
FACILITY NAME
fYFE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
; 010 : 0.0 CFS
DRAINAGE AREA
.
•
:
:
GARDNER GIDLEY AND ASSOC #4
DOMESTIC
WATAUGA
ASHEVILLE REQUESTOR MIKE PARKER
UT WATUAGA RIVER SUBBASIN WAT 01
W7010 : 0.0 CFS 3002 : 0.0 CFS
0.18 SO.MI. STREAM CLASS :C—TR
************************ RECOMMENDED EFFLUENT LIMITS ******:',!*****************
WASTEFLOW(S)
8OD-5
:H3—, a
D.O.
PH
FECAL COLIFORM
fW
(MGD) :
(MG/L) :
(MG/ L)
(MG/L)
(SU)
(/100ML) :
(MG/L) :
0.08
0 3 J
N R
6
6-8.5
1000
30
RES.CHLORINE<2.0� /1.
tot
�yy W y, y j y yy y �y yy �y y �y y y y. y yy y y �y y �y y y.y .y Syr yy yy y ,y jy Syr y y �y
* * * * * * * * *, * * * * T * * * * * * * * * T .T. * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *
FACILITY IS : PROPOSED ( V) EXISTING ( ) NEW (
LIMITS ARE : REVISION (
) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUF'ERVISOR,MODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
AFPROVED BY :
DIVISION DIRECTOR
_.DATE
6_Cre
;:t okumpuit
4611-
0bO_ /�S2,b 0 �3
iLe,„
A
D, 07-&
3440/
Stfa
33(ve'
5 7,(0• 3 n.076 d. 33/0
8 1,1_ DJ ) `4") D. I c °1 32-iro'
_ ?Id 7ol,t D , 0S- . il? D .__2-S1., 324/ 1A-49 ° ;11.1 - T • 1) 1 37 , 2(51=. '
4Ft 243,?i o•►S.y - -1101.
l4D'_ IC1). ) o. 2e _�- c1 _312_0 `
"1,cr --- 3440 - 3200 --- 1,, Li 7, 4,
44-1________ttmlgAi&_; 3246) ,41__? /3/1 lAkl---'-
Dom- 0.0,•D,
01
DLL
;,► • = Q D
r �
GY
II
__ 5.3
DC92 1
1 q
�.0
********** MODEL RESULTS **********
DISCHARGER :GARDNER GIDLEY AND ASSOC #r,
RECEIVING STREAM .UT WATAUGA RIVER
************************** '***************************************** '.
1HE END U.O. IS 9.04 MG/L
*********:*:****************:***************: ******:K*************:* **:****
THE END CB0D IS ':7.69 MG/L
********:*:*:*******************:***********=*************:*****************
THE END NBOD IS 0.00 MG/L
***********************************************************W**********
THE U.O. MIN. OF SEGMENT 1 IS 6.00 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 110 MG/L OF CBOU
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT U.O. IS 6 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.08 MOD
THE WLA FOR SEGMENT 1 REACH 2 IS 2 MG/L OF CBOT!
THE WLA FOR SEGMENT 1 REACH 2 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 8.3 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 2 IS 1.16 MGD
**:*************************************:*******:************************
- •
•
'-***.MODEL SUMMARY DATA *:*:
DISCHARGER • GARDNER GIDLEY t4 SUBBASIN WAT 01.
RECEIVING STREAM • UT WATUAGA RIVER STREAM CLASS: C-TR
1010 • 0.0 CFS WINTER 7010 : 0.0 CFS
DESIGN TEMPERATURE . 20 DEGREES C. LJASTEFLCW : 0.08 MGD
ILENGTHISLOPE 1 VELOCITY IDEPTH 1 K1 i Kr 1 Kn 1 K2 1 Oro
!MILES ! FT/MI 1 FPS 1 FT I /DAY i /DAY 1 /DAY 1/DAY I CFS/MI
! ! 1
SEGMENT 1 I 0.401648.601
REACH 1 I 1 I
0.10
0.'1°
I ! 1
0,56 1 0.56 1 0.00 150.00 1 0.00
I 1 1
1 1 I 1 1 1 I
SEGMENT 1 1 0.401191,301 0.41 1 0F5; ! 0.73 1 0.78 1 0.00 150.00 1 0.00
REACH 2 I I 1 ! ! I 1 I
ALL RATES ARE AT 20 DEGREES C.
CO
c
Facility Name
Existing
Proposed
NPDES WASTE LOAD ALLOCATION
G rqr-d. a e re, , t..) s) . Iss oc.t, er 4 5�
Permit No.:
Design Capacity (MGD): •32 O
Pipe No.: DC)
Industrial (% of Flow):
Receiving Stream: (/Alter ciumk
Reference USGS Quad:Q JL_CRk4'-s,`11.C.(Please attach)
Domestic
•
Date •
County: 0r4-bptAlA
(% of Flow) : /Oen
Class: C-711trc...f Sub -Basin:
Requestor • 114
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Regional Office /4/S ci/G
Design Temp.: r cVo
7Q10 :
/ 01 r►� Z-
Winter 7Q10: D. 3 c-f-5
Drainage Area:
as
Location of D.O.minimum (miles below outfall):
Velocity (fps) : 011 l0
0
K1 (base e,
Avg. Streamflow: 1
30Q2: :7 C
Slope. (D J I I lO I c-
per day, 200C): fl+S K2 (base e, per day, 20°C)•
Effluent
Characteristics
Monthly
Average
Comments
--g of) ��
Q
-)
f_e_cC U I
f 1--
61 b14-
ti
.X
1C
.VC.
i S. CV tCRALA s
0, 60
ma C 9,----'
Original Allocation
Revised Allocation
rEffluent
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
Prepared By: Reviewed By: Date:
REQUEST NO.
406
APPROVAL FORM *********************
•
**0****************** WISTELOAI! ALLOCATION
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
7010 : 0.3 CFS
DRAINAGE AREA
GARDNER GIDLEY AND ASSOC 15
DOMESTIC
WATAUGA
ASHEVILLE
VALLEY CREEK:
W7010 : 0.3 CFS
1.07 SQ.MI.
REQUESTOR :
MIKE PARER
SUBBASIN WAT 01
30Q2
STREAM CLASS
0.7 CFS
:C-TR
************************ RECOMMENDED EFFLUENT LIMITS ************************
WASTEFLOW(S)
BOD-5
NH3-N
D.O.
PH
FECAL COLIFORM
f S S
rAR
(MGD) :
(MG/L) :
(MG/L) :
(MG/L)
(SU)
(/100ML):
(MG/L) :
0.32
30
NR
5
b-R
1000
30
RES. CHLORINE<:0.005:1i /1.
>KKK**********:********************************************************************
FACILITY IS : PROPOSED
LIMITS ARE : REVISION (
? EXISTING ( ) NEW ( )
) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY;
MODELER
SUPERVISOR,MODELING GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
APPROVED BY :
E
__Dr TE .e. Q.Le-2.
DATE : __882_.
:DIVISION DIRECTOR
DATE :
ik___5- - ---(11--12-e11
_ tw , i-- ...
(70 /6c7Aa
g6P 2 42_
�Df
Lto
R6D
30,')
_Ayx
r Ati
S 0, 5 3-
re Lt sr- 0
3
33- 3
56 •
A 2, 7
310
Di D5i 1 tr6D
C1D3i 0( 07i.
0,1)-)6. 0115-.2.) 332-Di
0.03g 0 / 9
---,
Di‘o. 0 74,b
JMI
5'44-0 - 3.2oo
,3
3acfo'
D,3Y 30oo/
(0,31 KAAA •
•
********** MODEL RESULTS **********
DISCHARGER :GARDNER GIDLEY AND. ASSOC J15
RECEIVING STREAM :VALLEY CREEP;
************ ******************************************:**************
THE END D.O. IS S.44 MG/L
***********************:**************:*:*:************************* **:****
THE END CBOD IS 72.40 MG/L
**********************************************************************
THE END NBOLt IS 0.00 MG/L
:****:*****************.*******:******:****************************:**:*****
THE D.O. MIN. OF SEGMENT 1 IS 6.24 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 129 MG/L OF CBOLI
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REUUIRED EFFLUENT D.O. IS 5 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.32 MGD
************************************`K*'********************************
•
'''***.MODEL SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
SEGMENT
REACH
:
.
6
•
GARDNEF: GIDLEY t5
VALLEY CREEK
0.3 CFS
20 DEGREES C.
SUDBASIN
STREAM CLASS:
WINTER 71110 :
WASTEFLOW
ILENGTHISLOF'E I VELOCITY !DEPTH 1 K1 I Kr
I MILES I FT/MI I FPS I FT 1 /DAY I /I!AY
1
I 0.401631.601
i I I
WAT 0.1.
C-TR
0.3 CFS
0,32 MOD
I Kri 1 K2 I Oro
I/DAY I/DAY 1CFS/MI
I I I I I I
0.16 10.53 1 0.52 10.52 1 0.00 150.00 10.08
I I I I I I
ALL RATES ARE AT 20 DEGREES C.