NC0062413_Wasteload Allocation_19900402

NPDES DOCIMENT SCANNING COVER SHEET
NPDES Permit:
NC0062413
Linville Ridge Country Club WWTP
Document Type:
Permit Issuance
,Wasteload Allocation' :.,.
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Determination
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
April 2, 1990
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NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0062413
PERMITTEE NAME: Linville Ridge Development Company /
Facility Status: Existing
Permit Status: Renewal
Major Minor 'i
Pipe No.: 001
Design Capacity: 0.015 MGD
Domestic (% of Flow): 100 %
Industrial (% of Flow): 0 %
Comments:
STREAM INDEX: 11-29-4
RECEIVING STREAM:
Class: C-Trout
an unnamed tributary to West Fork Linville Cron
Sub -Basin: 03-08-30
Reference USGS Quad: Cl 1SE, Grandfather M (please attach)
County: Avery
Regional Office: 0
Previous Exp. Date: 7/31/90 Treatment Plant Class:
Classification changes within three miles:
C-Trout to Linville Falls( B-Tr ). ca. 10 miles.
Requested by:
Prepared by:
Reviewed by:'
Jule Sh. nklin
LOTTE
Date: 1/16/90
Date: 3/20
Date:J qt 0
Modeler
Date Rec.
#
SMN
ttticoo
5556,
Drainage Area (mil ) O.0 Avg. Streamflow (cfs): 4. d
7Q10 (cfs) 0, 0 Winter 7Q10 (cfs) o. d 30Q2 (cfs) O, o
Toxicity Limits: IWC % Acute/Chronic
Instream Monitoring:
Parameters %L ) 0 /L s
Upstream Y Location �/a o (/
Downstream Y Location 3 b•
Effluent
Characteristics
Ex/sri-vG *-
so.w,,t.-
wi441.,r
BOBS (mg/1)
3c
30
3o
NH3-N (mg/1)
„r,,
I
/,8
D.O. (mg/1)
Nr-
n/
k,
TSS (mg/1)
30
30
30
F. Col. (/100 ml)
.745o
moo
zoo
pH (SU)
— ?
6-4
4 - 9
C4/4/1,44.. (,5 / ,)
/ 9
17
t I
a3.4,
* "-
_
-
1 pre ..,,Q I.t
,
,i),,e,... ,,,,,_ .,-Nti3A:4,...,---9..-tfr
4 ,4 1.....,
„b - — Ite., -v p . �`7�e.�.01a.v
y.,
02/4 e<
..,,c. — i
`" \
ttrze
i--'/"t7Y+ ,LI A...teL, .4
/w.0,- ,,Q_/�-L.
Comments: a„ , /2- hU.),
arl 3,s,,/•�. y S// 1 loll-
' T r If v
3
90,9%""` - crri,,•tia7,J1r

DA4f7 /Ze-y) ur57—c1D-*—
NPDES WASTE LOAD ALLOCATION �.—
Modeler
Date Rec.
40-
PERMIT NO.: NCOO G.29/3
FACILITY NAME• 'v�'I E '`�ac�('�`'
I-74-3D
Facility Status: ) PROPOSED
(circle on.)
Permit Status: RENEW MODIFICATION UNPERMITTED NEW
(clrcl. one)
Malor Minor,
Pipe No- 40/
Design Capacity (MGD)• O. Ns Domestic (% of Flow)* iood7-
Industrial (% of Flow).
Coninents•
RECEIVING STREAM•'/
Class•
Sub -Basin• o3c)13n
Reference USGS Quad:
County: �f4/t7
Regional Office:
(circle ...)
Requested By:
Prepared By:
f;
Reviewed y:
(please attach)
Fa Mo Ra Wa Wi WS
rn
Date
Date-
OOD
Date: 3 36 9 d
JAM%
v,U
Drainage Area (mi2) O, 0 Avg. Streamflow (cfs)-
7Q10 (cfs) °•" Winter 7Q10 (cfs) G C' 30Q2 (cfs) c:)'c
Toxicity Limits: IWC % (circle on.) Acute / Chronic
lnstream Monitoring:
Parameters
Upstream Location
Downstream Location
Effluent
______ICharacteristics Summer
Winter
BOD5 (mg/I)
d'
/0
NHS N (mg/1)
.2
/ 2'
D.O. (mg/I)
‘
C
TSS (mg/l)
30
30
F. Col. (/100mi)
ZOO
,200
—g
6-9
pH (SU)
(T (0 7,1
/7
/7
/C o m e nits : -*' 571114"'t . Moll (�� Cq uujr.��/rr� 6. ma) t i a n�d -
f vGj L✓ c La t4 L3 /i✓ <. ),,e( ?D 9 sue. t �/f.t+/f ✓Eno )4`o7
jje r .Ary rc. c aG, 5 J 4i
,% 0

a k ;
MEMO.
TO: Le_vIre
DATE -
SUBJECT:
rt a-6 v'e i1/4144,tivzi d.co
.444.-c.2.
- c-1;4 RfIe
.e e(,),J-e-s7A-toe 71;1"
1,Ca- to Rxxl-) te-e-P,e;1;1- SX-,e hi .
ivt5/.Q
e "pie ,4x16( f;wctr-e'
YJL-G(.;4:1 51-0-e- 4,1.1e,( 144,
Ay- vi-e
RsrArlIFT)
oitr 1 5 1990
North Card epc(WeVof Natural
Resources &Community Development
I -..

Request No.: 53`f
Water Quality Secticn
WASTELOAD ALLOCATION APPROVAL FORM
Facility Name
NPDES No.
Type of Waste
Status
Receiving Stream
Classification
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
LINVILLE RIDGE DEVELOPMENT
NC0062413
100% DOMESTIC
EXISTING RENEWAL
UT WEST FORK LINVILLE RIVER
C-TROUT
030830 Drainage
AVERY Summer
ARO Winter
SHANKLIN Average
1/16/90
C11SE
RECOMMENDED EFFLUENT LIMITS
COMPANY
area:
7Q10:
7Q10:
flow:
30Q2:
FEB 2 B 1990
Asheville Regional.,0ffice
Asheville, North Carolina
ESTIMATED
0.000 sq mi
0.00 cfs
0.00 cfs
0.00 cfs
0.00 cfs
*SUMMER *WINTER
MO.AVG.DA.MAX.MO.AVG.DA.MAX.
Wasteflow (mgd): 0.015 0.015
BOD5 (mg/1) : 30 30
NH3N (mg/1) :
DO (mg/1): NR NR
TSS (mg/1) : 30 30
Fecal coliform (#/100m1): 200 200
pH (su) : 6-9 6-9
Ck.l oviKt Lug/I) : lq
Toxicity Testing Req.: *N
MONITORING
Upstream (Y/N): Y Location:
Downstream (Y/N): Y Location:
COMMENTS
-*TECH SUPPORT HAS DETERMINED THAT LINVILLE RIDGE'S DISCHARGE MAY CAUSE NH3
TOXICITY DOWNSTREAM. THE FACILITY HAS THE OPTION OF LIMITS WITH AN NH3 LIMIT
THAT PROTECTS WQ OR EXISTING LIMITS WITH A WHOLE EFFLUENT TOXICITY LIMIT.
(SEE ATTACHED TOXICITY REQUIREMENT FORM).
**BASED ON DIVISION PROCEDURE FOR EXISTING FACILITIES TO STREAMS WITH 7Q10
FLOW=0 AND 30Q2 FLOW=0, RECOMMEND REMOVAL OF DISCHARGE AS SOON AS AN ALTER-
NATIVE BECOMES AVAILABLE. RECOMMEND INSTREAM MONITORING FOR TEMPERATURE, PH,
DISSOLVED OXYGEN, FECAL COLIFORM, AND CONDUCTIVITY.
INSTREAM MONITORING REQUIREMENT MAY BE DROPPED WHEN THE FACILITY AGREES, IN
WRITING, TO A SCHEDULE FOR REMOVAL OF THEIR POINT SOURCE DISCHARGE. fecaV444
Date: Zf/06
1.8*
EXISTING
0.015
30
NR
NR
30
1000
6-9
tq
100 FT. UPSTREAM OF DISCHARGE
300 FT. DOWNSTREAM OF DISCHARGE
Recommended by:
Reviewed by
Instream Assessment:
Regional S
Permits & E •ineering:
RETURN TO TECHNICAL SERVICES BY: MAR 2 3 1990
Date: a-0.01cf 6
Date: d /VV �( h
Date: 3/Z e
c

Z1 // c c v%%.
C27-74 vi i F;t 4- Lieetwk
0301
i7)
v7-vio
X,`
T~� ao/SAt0-0
arJ9to.
30 tg
4f
Le
7 , - %Ai/4 I P,.. Al„,4_ i 42.6 7I -1A,1 ini.)-
4/tAz,i -d i, Ai- d 2. .
1/5___ 7C /� / L ,-u-t S jjJ GO /i/ho_, ._
gc,,,,, 7 .,,,,,,,,,,,,,,-4- 7` sl 64.7 hi-e A.,,o:
,,, ?),21- ).,,, ,e,,,,2,j ;e1.,,,, ,,.._. //. , e e . , . 4 _ 4 I/
‘,... 60.1vt- 4, ,e,-cA 4a,,:e.c,„_5 ITra
-170- 0- -_4_,__, -,te.,A, mr,-,Q.P 2r.L,___
0

Z/4,// 47� +d/
a.
da S
S
-4t
/ ,s = 5,3 ‘1- 7,,5
/71,1 5; /71 41//3 tg- /7/1 ,freiwcofricil
,F: 7, 3 /,Q /,f
,://v/50
L_-ekr))16:10
4'O5?z:o, G
//6 90 �,�,,,w,--
‘„2 e ,t6-4_11
/0,0 4,24.Jt- _7
4, o r 4fX / SS- v c�
micd- "e4.0._ AIL s4.4
Ara..e „ox 6.4,;e4,
Aue, ARC' P� K / �^�+ _Q.'
c. ,. & la Ail/3
/0-:,<_ es-itlfi3 / /Q.
4, do./
3 / 7 (1,.
0,0Zj
/ Iry - l ut)--

LINVILLE RIDGE DEV. CO.
NH3 Effl
AL (1/1.8
Upstream NH3 Conc.:
Design Flow:
Predicted NH3 Downstream:
NH3 Limit:
AMMONIA
7Q10: 0.0000
. Conc: 9.9000
mg/1) : 1000.00
220.0000
0.0150
9900.00
C9.9
1000
1
ANALYSIS
cfs
mg/1
ug/1
ug/1
MGD
ug/1
mg%1
ug/1
mg/1

LINVILLE RIDGE DEV. CO. (WINTER LIMIT)
AMMONIA ANALYSIS
7Q10:
NH3 Effl. Conc:
AL (1/1.8 mg/1) :
Upstream NH3 Conc.:
Design Flow:
Predicted NH3 Downstream:
NH3 Limit:
0.0000 cfs
9.9000 mg/1
1800.00 ug/1
0.0000 ug/1
0.1000 MGD
9900.00 ug/1
9.9 mg/1
1800 ug/1
1.8 mg/1