NC0021857_Wasteload Allocation_19920501

NPDES DOCUMENT :;CANNING COVER SHEET
NC0021857
Newland WWTP
NPDES Permit:
Document Type:
Permit Issuance
Wasteload Allocation
"k--K,...xar.••r-••n..«-ga*[)r?r:::::rr-...:..+rt.-••.
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
201 Facilities Plan
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
May 1, 1992
This document is printed on reuse paper - igriore any
content on the reYerne Bide

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0021857
PERMTITEE NAME: Town of Newland
FACILITY NAME: Newland WWTP
Facility Status: Existing
Permit Status: Modification
Major
Pipe No.: 001
Minor
Design Capacity: 0.320 MGD
Domestic (% of Flow): 100 %
Industrial (% of Flow): 0 %
Comments:
2nd WLA
Refer : Basinwide / Streamline WLA File
Completed By Permits & Engineering
At Front Of Subbasin
RECEIVING STREAM:North Toe River
Class: WS-III-Trout
Sub -Basin: 04-03-06
Reference USGS Quad: C 11 SW (please attach)
County: Avery
Regional Office: Asheville Regional Office
Previous Exp. Date: 12/31/96 Treatment Plant Class: II
Classification changes within three miles:
No change.
Requested by:
Prepared by:
Reviewed
Date:
Date:
Date:
1/30/92
¢lz7
9Z
1
Location
Modeler
Date Rec.
#
.S" a
zeld.1 cc:-
1013 4 .
Drainage Area (mil )
/0
Avg. Streamflow (cfs):
7Q10 (cfs) 3, 3 Winter 7Q10 (cfs) g, 8 30Q2 (cfs)
Toxicity Limits: IWC 1 S % Acute/Chronic
Instream Monitoring:
Parameters
Upstream
Downstream Y Location So
2 z.
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
30
3o
NH3-N (mg/1)
6 CO)i
7 ( )
D.O. (mg/1)
4i
TSS (mg/1)
30
F. Col. (/100 ml)
2a a
Ova
PH (SU)
C _ 9
6 —7
..
21 ',5'/,e
Zz "/,Q
�.,„a-- was ;"..
h 4- .,,-„..->.
-.,„,_ a s-'c
(:4 4 . des
c rf, ,_
Comments:

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
RECEIVED
Water Quality Section
FACT SHEET FOR WASTELOAD ALLOCATION
Request # 6734 APR 1 4 ic.'.92
Town of Newland WWTP
NC0021857
Domestic - 100%
Existing
Modification
North Toe River
WSIII-Trout
040306
Avery
Asheville
Lowe
2/4/92
C11SW
*sfieville Regional Off,
Asheville, North Caroller;
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
0346191050
1985
10
3.3
4.8
22
7
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.) i 3
Facility requesting renewal of existing permit at expansion flow of 0.320 MGD. -
Technical Support recommends expansion flow be permitted.Per ARO, NPDES permit should -A
include requirement for standby power at the facility. rN
Special Schedule Requirements and additional comments from Reviewers:
EX P/9-N5i Oit) — fkcR c R G-577? 7 / —16 /V ff 3 -,Y G./,PP/ i z�
Recommended b
Reviewed by
Instream Assessment: i �� i�.. �� Date: 4--V3%Ja"
Regional Supervisor: Date: / %( 9
Permits & Engineering: Date: 4 (2 2-
RETURN TO TECHNICAL SERVICES BY: MAY 0 8 1992
Date:_4/2/92_
xis
ry

Existing Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Residual Chlorine (14/1):
Oil & Grease (mg/1):
TP (mg/1):
IN (mg/1):
Recommended Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
2
CONVENTIONAL PARAMETERS
Monthly Average
Summer Winter
0.160 0.160
30 30
11 26
nr nr
30 30
200 200
6-9 6-9
28 28
Monthly Average
Summer Winter
0.320 0.320
30 30
6 17
DO (mg/1): nr nr
TSS (mg/1): 30 30
Fecal Col. (/100 ml): 200 200
pH (SU): 6-9 6-9
Residual Chlorine (µg/1): 28 28
Oil & Grease (mg/1):
can/.) vr-: /h.c : 1 !� 1 T nti pc�, "v - ✓ cri L�a,tuo 5/� 0 n o-f lay r"n.ci ia,Q.�_d n(?).0 �t�vx- 0. 5T.,
do .L -to dj. c4 JLC-, vit.., ,u) etas,. leu.CL a-o°e.
WQ or EL
WQ
WQ,AT
WQ
WQ
WQ
WQ
Limits Changes Due To: Parameters) Affected
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
Other (onsite toxicity study, interaction, etc.)
Instream data
New regulations/standards/procedures
New facility information
_X_ Parameter(s) are water quality limited. For some parameters, the available load capacity
of the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
OR
_ No parameters are water quality limited, but this discharge may affect future allocations.
ti66' (oJ ou
A))5d'cd 04di

3
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility de onstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes No
If no, which parameters cannot be met?
"phasinglimitsappropriate? Yes No V
Would a in"of the new be
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
If no, why not?
Tg,6Nootts 1. *O. flakh--o/1Na• M1' /NP/C, Tb3 if'G
/ R/L1 ?y Tr, 711 FC T T7-(C- 4r RC— / eSrrncTTv C- ivJ —A,
L. imirs.
Special Instructions or Conditions
Wasteload sent to EPA? (Major) _N _ (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.

/fa/
D. /6'6 /470 a, 320 Gp
A J�A,JCT. G/!N!/
/dG �, JE✓ �/z�9Z
/73, 737i
6j..3.2a /, 55 % - _ y96
0,32a*/, Sr/7' 3.3
Xwc ; /3%
Rerted
emu 'i f�
�w- a,3Z°,L(c-1 'Ay
//�� 39, 8 - z z c ,F *-
21A = h l E(• 3 n, l /, 44; 4 ». r Ii jai
S,7-7.3
c
S7rroito 1.26 tir,
j1P )10 s!, % • ' 4/4
3. 9;0'. /ons
s7Pio /�/I 3, 3//0 L = o, 33 chi/-1-
af /� /14, o, `/Il crc4„. L
171, j'4.eir 0 j : /7, Z :�, ` /, 9 .0 , z
)A . 17ZM,v)(2,2--)Z 32 ?
:rf. 5.7K) ((7, 2) (°•3) S, 7 c6
ts� w -i? " 071) ( OiLq
, 994
3.79.
721,1o' /
Dowry'
, i3 /& V

town of newland
AMMONIA
7Q10:
NH3 Effl. Conc:
AL (1/1.8 mg/1) :
Upstream NH3 Conc.:
Design Flow:
Predicted NH3 Downstream:
NH3 Limit:
3.3000
1.9000
1000.00
220.0000
0.3200
439.52
0.439515
6189.516
6.189516
AMMONIA
7Q10: 4.8000
NH3 Effl. Conc: 1.9000
AL (1/1.8 mg/1) : 1800.00
Upstream NH3 Conc.: 220.0000
Design Flow: 0.3200
Predicted NH3 Downstream: 377.34
0.377341
NH3 Limit: 17090.32
17.09032
ANALYSIS
cfs
mg/1
ug/1
ug/1
MGD
ug/1
mg/1
ug/1
mg/1
ANALYSIS (WINTER)
cfs
mg/1
ug/1
ug/1
MGD
ug/1
mg/1
ug/1
mg/1

AMMONIA
7Q10:
NH3 Effl. Conc:
AL (1/1.8 mg/I):
Upstream NH3 Conc.:
Design Flow:
Predicted NH3 Downstream:
NH3 Limit:
4.8000
1.9000
1800.00
220.0000
0.3200
377.34
0.377341
17090.32
17.09032
ANALYSIS (WINTER)
cfs
mg/1
ug/1
ug/1
MGD
ug/1
mg/1
ug/1
mg/1

MODEL RESULTS
'Discharger : TOWN OF NEWLAND
Receiving Stream : NORTH TOE RIVER
SUMMER
MODEL FOR NEWLAND EXPANSION TO
0.320 MGD
The End D.O. is 8.39 mg/1.
The End CBOD is 4.77 mg/1.
The End NBOD is 2.54 mg/1.
Segment 1
Reach 1
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
6.71 0.00 1
45.00 27.00 0.00 0.32000

*** MODEL SUMMARY DATA ***
Discharger
Receiving Stream :
Summer 7Q10
Design Temperature:
TOWN OF NEWLAND
NORTH TOE RIVER
3.3
23.0
Subbasin : 040306
Stream Class: WSIII-TR
Winter 7Q10 : 4.8
!LENGTH' SLOPE' VELOCITY 1 DEPTHI Kd I Kd I Ka I Ka I KN I
I mile I ft/mil fps 1 ft 'design' @201/2 'design' @20' )design)
Segment 1
Reach 1
1 1 I
I 1.901 35.601
1 1 I
I I I I I I
0.355 10.97 10.44 10.38 124.31 122.771 0.63 I
I I I I I I
Flow
I cfs
Segment 1 Reach 1
Waste 1 0.496
Headwaters) 3.300
Tributary 1 0.000
* Runoff I 1.260
CBOD
mg/1
45.000
2.000
2.000
2.000
* Runoff flow is in cfs/mile
NBOD
mg/1
1.010
1.000
1.000
fna(i(;) 'IS= 2.
D.O. I
mg/1 I
0.000
7.720
7.720
7.720

SUMMER
MODEL FOR NEWLAND EXPANSION TO
I Seg # I Reach # I Seg Mi I D.O. I CBOD
1 1 0.00 6.71 7.62
1 1 0.10 7.29 7.38
1 1 0.20 7.66 7.16
1 1 0.30 7.90 6.95
1 1 0.40 8.05 6.76
1 1 0.50 8.15 6.57
1 1 0.60 8.22 6.40
1 1 0.70 8.26 6.23
1 1 0.80 8.30 6.08
1 1 0.90 8.32 5.93
1 1 1.00 8.33 5.79
1 1 1.10 8.35 5.65
1 1 1.20 8.35 5.52
1 1 1.30 8.36 5.40
1 1 1.40 8.37 5.28
1 1 1.50 8.38 5.17
1 1 1.60 8.38 5.06
1 1 1.70 8.39 4.96
1 1 1.80 8.39 4.86
1 1 1.90 8.39 4.77
I Seg # I Reach # I Seg Mi I D.O. I CBOD
0.320 MGD
I NBOD I Flow I
4.40 3.80
4.24 3.92
4.10 4.05
3.96 4.17
3.83 4.30
3.71 4.43
3.60 4.55
3.49 4.68
3.39 4.80
3.29 4.93
3.20 5.06
3.11 5.18
3.03 5.31
2.95 5.43
2.87 5.56
2.80 5.69
2.73 5.81
2.67 5.94
2.60 6.06
2.54 6.19
NBOD I Flow I

MODEL RESULTS
Discharger : TOWN OF NEWLAND
Receiving Stream : NORTH TOE RIVER
WINTER
MODEL FOR NEWLAND EXPANSION TO
0.320 MGD
The End D.O. is 10.62 mg/l.
The End CBOD is 4.13 mg/l.
The End NBOD is 4.91 mg/1.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/1) (mg/1) (mg/1) (mgd)
Segment 1 8.79 0.00 1
Reach 1 45.00 76.50 0.00 0.32000

*** MODEL SUMMARY DATA ***
Discharger : TOWN OF NEWLAND
Receiving Stream : NORTH TOE RIVER
'Summer 7Q10 : 3.3
Design Temperature: 12.0
Subbasin : 040306
Stream Class: WSIII-TR
Winter 7Q10 : 4.8
'LENGTH' SLOPE' VELOCITY I DEPTH' Kd I Kd I Ka 1 Ka I KN I
I mile I ft/mil fps I ft 'design' @201/2 'design' @201/2 Idesignl
Segment 1
Reach 1
1 1 I
1 1.901 35.601
1 I 1
I 1 I 1 1 1 1
0.461 11.01 1 0.29 10.42 124.82 129.541 0.27 1
I 1 I 1 I I I
I Flow
I cfs
Segment 1 Reach 1
Waste 1 0.496
Headwaters) 4.800
Tributary I 0.000
* Runoff 1 1.860
CBOD 1 NBOD
mg/1 1 mg/1
45.000 1176.500
2.000 --:0
2.000 I 1.000
2.000 I 1.000
* Runoff flow is in cfs/mile
05
tea
D.O. 1
mg/1 I
0.000
9.700
9.700
9.700

I Seg # I Reach # I Seg Mi
1 1 0.00
1 1 0.10
1 1 0.20
1 1 0.30
1 1 0.40
1 1 0.50
1 1 0.60
1 1 0.70
1 1 0.80
1 1 0.90
1 1 1.00
1 1 1.10
1 1 1.20
1 1 1.30
1 1 1.40
1 1 1.50
1 1 1.60
1 1 1.70
1 1 1.80
1 1 1.90
I Seg # I Reach # I Seg Mi
WINTER
MODEL FOR NEWLAND EXPANSION TO
0.320 MGD
D.O. I CBOD I NBOD I Flow I
8.79 6.03 8.07 5.30
9.33 5.87 7.80 5.48
9.70 5.72 7.55 5.67
9.96 5.58 7.32 5.85
10.15 5.45 7.10 6.04
10.28 5.32 6.89 6.23
10.37 5.21 6.70 6.41
10.43 5.10 6.51 6.60
10.48 4.99 6.34 6.78
10.51 4.89 6.17 6.97
10.54 4.80 6.02 7.16
10.56 4.71 5.87 7.34
10.57 4.63 5.73 7.53
10.58 4.54 5.59 7.71
10.59 4.47 5.47 7.90
10.60 4.39 5.35 8.09
10.60 4.32 5.23 8.27
10.61 4.25 5.12 8.46
10.61 4.19 5.01 8.64
10.62 4.13 4.91 8.83
D.O. I CBOD I NBOD I Flow I

r
1'
NOaTH
Unless otherwlL.
CARvi.INA DEPT. OF aA'1'UitAL RESOURCES AND COMMUNITY
ENVIRONMENTAL MANAGEMENT Cf MMISSIflN
NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM
APPLICATION FOR PERMIT TO DISCHARGE WASTEWATER
STANDARD FORM A — MUNICIPAL
FOR AQ[NC V US(
�-..41(,`/rJ47
r '
AOOITIONAL INSTRUCTIONS FOP SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER TO
BOOKLET BEFORE FILLING OUT TolESE ITEMS.
SECTION L APPLICANT AND FACILITY DESCRIPTION .
specified on tries form all items are to t» cOmpieted. If an Rens 11 nOt appileaele Indicate 'NA.•
1. Lepel Name of Applicant
(Lee Instructions)
2. Malting Address of Applicant
(see Instructions)
Numoer & Street
City
Slate
2to Cooe
3. Applicant's Authorized Agent
(Use enstructionsl
Nam! and Title
Nu•noer a. Street
City
State
2eo Coat
Telephone
4. Previous *policetion
If a previous l00I,Callen ter a Ow*
mot uncle/ the National pollutant
D,/Charge Elimination System has
been made. give the Date of
application.
101
102a
102b
1024
1024
103a
1031a
173c
lead
103e
10a1
104
Please Prin r or Type
Town of Newland
CD
—J
PO. Box 429
Newland
North Carolina
28657
Jimmy D. Woodie, PE
Consulting Engineer
PO Box 97
Garner
North Carolina
27529
919 772-5393
Area
Code
Number
YR MO DAY
1 certlty that 1 am tarfilllar with the Information contained in this application and that to the Best of my knowiddle and ti.uIMO truth lnfotosatlon
is true. complete. and accurate.
Mike Aldridge
Printed Name of Person Sign/ng
Sion tic! - olicant or Author
102.
lets
y�1=iv_
YR MO DAY
DOSAMPOWIRRSIORIN
North Carolina General Statute 143-215.6(10(2) provides that: Any person who knowingly sakes
any false statement representation, or certification in any application, record, report, plan.
er ether document files or required to be maintained under Article 21 or regulations of the
Environmental Management Commission implementing that Article, or who falsifies, tampers )with.
or knowingly renders inaccurate any recording or monitoring device or method required to be
operated or maintained under Article 21 or regulations of the Environmental Management
Commission implementing that Article, shall be guilty or a misdemeanor punishable by a fine
not to exceed $10,000, or by imprisonment not to exceed six months, or by both. (18 U.S.C.
Section 1001 provides a punishment by a fine or not more than $10,000 or imprisonment not
more than 5 years, or both, for a similar offense.)

To: Surface Water
Surface Impoundment with
no Effluent
Underground Pertoiation
Well (In(.C(Ion)
Other
Total Item 7
it'other' is specified. describe
1f any Of the discharges from this
facility are Intermittent. such as from
overflow Or bypass points. Or are
seasonal or periodic from lagoons.
holding ponds, etc.. Complete Item 8.
•. Intermittent Discharges
a Faclllty•byPass points
Indicate the number of bypass
points for the facility that are
discharge polnti.(see Instructions)
b. Facility Overflow Points
Indicate the number Of overflow
points to a surface water for the
facility (see instructions).
c. Seasoner or Periodic Dlschar*e
Points Indicate the number of
points where seasonal discharges
occur from holding portal.
lagoons. etc.
S. C•tl.ctton System Type
Indicate the type and length (In
miles) of the collection system used
by this facility. (see instructions)
Separate Storm
Separate Sanitary
Combined Sanitary and Storm
Both Separate Sanitary and
Combined Sewer Systems
•oth Separate Storm an;:
Combined Sewer Systems
Length
10. Municlpalllies or Areas Served
(see Instructions)
Total Population served
141781
10761
101.
11 1a
1M.
Number of
Discharge Points
1
N/A
N/A
N/A
1
Total Volume Olscharged,
Million OatlonsAn Oay
s ,
0.320
N/A
N/A
N/A
N/A
0.320
FOR AQitNcv LS[ 1
1
N/A
N/A
N/A
❑ SST
i] SAN
O cis
O •sc
O ssc
32 m11.t
Nairn
Town of Newland
N/A
N/A
N/A
N/A
AsCtits! F'obsilaRbn
• Served
smomomminesemee
771
N/A
N/A
N/A
N/A
771
1-3

STANDARD FORM A —MUNICIPAL
SECTION II. BASIC DISCHARGE DESCRIPTION
FOR AGENCY USE
Complete this suction for each present or p►000seo d.schar94 Indicated In Section I, Items 7 and •. that If to surface waters. This Includes
discharges to other municipal sewerage systems In whICI the waste water does not go through a treatment works prior to being Machetes,' to
surface waters. Olscnar9es to wells must be oescrlbed where there are also discharges to surface waters from this facility. Separate
descriptions of each discharge are reeulree even If several Iille erase eitginete In the Yale Witty. All values for en existing discharge should
be representative o1 the twelve previous months of operation. If than Is a pro 111WS rger value• 5510 ild reflect Met engineering estimates.
ADDITIONAL INSTRUCTIONS FOP SELECTED ITEMS APPEAR IN SEPARATE INSTRUCTION BOOKLET AS INDICATED. REFER t�
BOOKLET BEFORE FILLING OUT THESE ITEMS.
1.
Discharge Serial No. and Name
a. Discharge Serial No.
(ale Instructions)
b. Discharge Name
Give name of discharge. If any •
(see Instructions)
c. Previous Ditcheree Serial No
if a previous NPDES permit
application was made for this die•
charge (Item 4. Section I) p►ovi*
previous discharge ferlal number.
2-. Discharge Operating Dates
a. Discharge tc begin Date
If the discharge has neve•
occurred b. ! Is Dianneo for some
future pate. give the date the
dI5Charee will begin.
tels
Seib
Seta
less
b. Discharge to End Date It the Olt. i gold
charge ,s Stned.,reC :3 be discos.
trnueo w,inin Inc nex: 5 years.
give the date (wrth,n best estimate)
the discharge wit: end Give rem.
son for discontinuing this discharge
in Item 17.
3. Discharge Location Name the
political boundaries wltn,n whlCh
the point or discharge is located
Stare
County
(if aoo.icable, C.ly or Town
4. Discharge Point Description
(fee Instiuctions)
Ossclsarge is Intu Icneck one)
Stream (Includes ditches, arroyos.
Ind other watercourses)
Estuary
Lake
Ocean
Well (Infection)
Other
If 'other' is checked. specify type
S. Discharge Point — Lat/Long.
State the precise location of the
point of drscnar9e to the nearest
second. (see instructions)
Latitude
Longitude
»3'
SOM
SOS,
Sets
001
North Toe River Discharge
rIC_ 0021857
N/A
VR MO
N/A
YR MO
North Carolina•
Avery
Newland
Continuous Surface Water
STR
❑ EST
❑ LKE
❑oce
❑ WEL
❑ OTN
AA n�ss
se
same as before
DEG.
DEG.
MIN.
MIN.
SEC
SEC
• II.1
This section contains 8 pages.

C. Overflow Duration Give the
swamps overflow duration In
hours.
Wit weather
Dry weather
Q Overflow Volume GMe the
average volume per overflow.
Incident In thousand gallons.
Wet weather
Dry weather
Proceed to item 11
10. ieasonaV►srlodlc Dlechargas
a. SaasenaVrenodic °Ocher.
Frequency If discharge Is Into',
mlttent from a holding pond.
lagoon, •tC., give the aCtval or
approximate number of timed
this discharge occurs per year.
b. Saasonal/►erlodlc Discharge
Votum• Glve the average
volume per discharge OCCUrranCe
In thousand gallons.
C. iaasonal/►erIodic Dircharge
Duration Give Ma el dura•
tlon of each discharge Occurrence
in day&.
d. Sasf•nsI/Fsrlodic Discharge
Occurrence —Months Ch&Ck the
months during the year when
the diacharpa normally occurs.
11. Discharge Treatment
a. Discharge Treatment Description
DosCrlbe waste abatement prat•
tic's used on this dlICMrg• with
a br sf narrativa. (Sea Irlatruc•
tions)
>hM
DISCHARGE SERIAL NUM/ER
N/A —hours
N/A Moue
N/A
N/A
001
thousand {silent pie InCiGont
thousand galoha Mr Irscident
N/A times per year
N/A
!teal thousand galiOiu pot discharge occurrence
nee N/A .clays
CIS*
OJAN ❑FES ❑MAR
❑APR ❑MAY 0JUN
DJUL ❑ AUG ❑sc
❑OCT El NOV ❑DEC
POOL AGENCY USE
•w =
Treatment consists of extended aeration plant
with clarifier, chlorine contact and sludge
drying beds. Final sludge disposal is by land
application.
11-3

• DISCHARGE SERIAL NUMBER
001
14. Description of Influent and Effluent (see Instructloftt)
FOR AGENCY USE
Parameter and Code
214
May '90 - Apr. '91
Influent
Effluent
v.
<
a a
< >
(1)
<
• "a
1 4'
< >
(2)
r
_
I
(3)
% Nett Monthly
a. Average Value
i 1
t� <
(S)
I
z <
(6)
Sample Type
Flow
Million gallons per day
3005U
__
.124
.108
.243
CONT
NA
pH
Units
woo
6.6 •
6.8
2/14
26
G
Temperature (winter)
74028
--
49
46
52
1/7
26
G
Temperature (summer)
'F
74027
--
65
63
66
1/7
26
G
Fecal Streptococcl Batten •
Number/I00 ml
74054
(Provide if available)
Fecal Coliform Bacteria
Number/100 ml
74055
(Provide if available)
1350
2/month
24
G
Total Coliform Bacteria •
Number/100 ml
74056•
(Provide if available)
SOD 5-day .
me
00310•
181
• 3.2
2.0
3.8
2/month
r
C
Chemical Oxysen Demand (COD)
mg/1
00340
Qrovide if available) .
OR
Total Orpnic Carbon (TOC)
tu„1
006$0
(Provide if available)
(Either ana)yis u acacpuble)
+
.
Chlorine —Total Residual
TE/l
S0060
0
0
0
5/7
260
G

DISCHARGE SERIAL NL11Nt;ER
001
ill
FOR AGENCY UIL
i141
11. Aeiltl•Nal Wast*w•t•r Ckara•t•rartlas
Chock tn. DOx next t0 each MtuMt•r If It Is primed In thy •ffloont. (Me Instructions)
Parameter
(215)
c
E
ti
Puameter
(215)
i
>a,
Parameter
(315)
E
a:
Bromide
71870
•
Cobalt
01037
Thallium
01059
1 Chloride
00940
Chromium
01034
Titanium
01152 .
' Cyanide
00720
Copper
01042
:
Tin
01102
Fluoride
00951
Iron
01045
Zinc
01092
Sulfide
00745
Lead
01051
Algicides•
74051
Aluminum
01I05
Manganese
01055
Chlorinated orpinic compounds
74052
Antimony
01097
•
Mercury
71900
0iland grease
00550
Arsenic
01002
r
Molybdenum
01062
Pesticides'
74053
Beryllium
01012
Nickel •
01067
Phenols
32730 •
Barium
01007
Selenium
01147
1
Surfactants
38260
Boron
i 01022
•
Silver
01077
Radioactivity'
74050 •
,
• Cadmium
j 01027
•
• Provide specific compound and/or element in Item 17. if known.
Pesticides (latsrcticides, tuapcides. and rodsnticides) must be reported In MOW of tie acceptable common saassaesapectled bate:Wilk Caw -
aton h'antet end Chemical News for we Ixendienr Sssfe>ltIMt On Pesticide Lia's 2nd Edition. Ea1►iroAeeaasatal troseesioa Agency, W1*eslatoa,
D.C. 20230. June 1972. u rsquued by Subsection 162.7(b) of ties ltesulstioas toe the EN(otceslasat of tbe Federal 1a4e. Feigicide. cad
•aodenticide Act.
II-7

STANDARD FORM A --MUNICIPAL
FOR AGENCY USE
SECTION M. SCHE DULED IMPROVEMENTS AND SCHEDULES OF IMPLEMENTATION
This section ',taupe' Information on any uncompleted Implementation schedule which has been Imposed for Con$tructIdn Of waste treatment
1aclllttei. Requirement schedules may have been estaollsned by Iocal.Stata,Or Federal agencies or by coup action. IF YOU ARE SUBJECT TO
SEVERAL OIFFE RENT IMPLEMENTATION SCHEDULES. EITHER BECAUSE OF DIFFERENT LEVELS OF AUTHORITY IMPOSING
DIFFERENT SCHEDULES (ITEM 21,1 AND/OR STAGED CONSTRUCTION OF SEPARATE 0 ERATIONAL UNITS (ITEM lc). SVSMIT A
SEPARATE SECTION 111 FOR EACH ONE
1. Improvements Reaulnd
a. Dbei ense Serial Numbers
Affected- List the discharge
Serial numbers. assigned in Sec•
Uon II. that an Covered by this
IAtplementat,On schedule
0. Authersty taita.Nlq Resulrensei t
Check the appropriate Item Indl•
Citing the authority for the int.
IlierrwntatIOn schedule it the
lOenticai Implementation sched-
ule has been ordered by more
than off authority. Check the
appropriate items. (mein.
Striations)
fly 1
Locally deveioped plan
Area -wide Plan
Basin Plan
State approved Imptemsntatlon
schedule
Federal approved water Quality
standards implementation plan
Federai enforcement procedure
or action
State court order
Fedora! court order
FOR AGENCY USE
=21Eg-':rf-11-2M
oLOC
❑ ARE
.0 SAS
0 SOS
QWQS
❑ ENF
❑CRT
O FEO
C. Improvement. Description Spicily the 3-character code for the
General Action Description In Table II that best describes the
improvements required by the ImpementatlOn SCheduie. If More
than One schedule applies to the facility because of a staged con-
Struction schedule. state the stags of construction being described
here with ter $oproOriata general action Code. Submit a fepatate
Section III for each stage of construction planned. Also, list ail
toe itharacter (Speeiftc Action) codes which describe !h•fno/e
sletall the pollution abatement practices that the iMtilametitatlon
schedule requln$.
).character general action
description
.1charecter specific action
inscriptions
Vets
2. hippie tientation Sehelluls and 3. Actual Ceritpletlow Gabel
Provide dates imposed by schedule and any actual dates of completion for implementation steps
lilted tallow. Indicate dates•as accurately as possible. (tile Mtstrvctlons)
Implementation Steps 2. Schedule (Yr /MO /Oey)
a. Preliminary plan compete
b. Flhsl plan compete
c. Financing c.ornplete & contract
INNISCISCI
Site acquired
Begin construction
End construction
begin Discharge
e).
e.
f.
h. Operational level attained
iaa /_._/_
ISBN
7. Actual Calfrtgiletlsn (Yr /nap /Oay)
CPC aas.7t`7
m•Z
7 tsia fictlent congaing I pays.

STANDARD FORM A -MUNICIPAL
SECTION W. INDUSTRIAL WASTE CONTRIBUTION TO MUNICIPAL SYSTEM
FOR Aa NCY Utit
i
Suomft a Osec►Iptlon of wen rwaJor Industrial faculty dtscharglnq to the municipal system, wine a separate Section IV for SOCA facility dfrscr.p-
tiOn. Indicate the 4 digit Standard Industrial Class)fltatlon (SIC) Cods for the Industry, the mayor product or raw Outeriaf. the flow (,n theft..
sand cations per day). and Mil cnaracte'Ktici of the wastewater dMcharrad from tale industrial facility Into the municipal system. ConsuIt : sae
111 fOr standard measures of prOduCtS of taw mateflall. (MO InstruCtiOni)
1.
Maier Centrtbutlni Facility
(me Instructions)
Name
Numaar& Street
City
County
State
Zip Code
2. primary Standard Industrial
Classification Code (yet
Instructions)
3. Principal Product or Raw •
Malarial (see Instructions)
Product
Raw Materuo
4. Flew IflOscate the volume of water
drachane0 into me municipal sys.
tern In thousand ga110ns per day
and whether this discharge Is Inter.
nuttent or continuous.
S. Pretreatment Provided Indicate if
pretreatment if provided prior to
*Menne the municipal system
S. Characteristics of wastewater
(see rnitractioea)
44:1
401a
401B
4014
40141
401e
401f
402
403a
403a
404a
40411
40S
thousand whorls per day
O Inta►mittsnt (Intl 0Coottnuovs(con)
Yet DNo
deed
Quantity
Parameter
Name
Faramet sr
Number
Value
f
Units (See
Table HI)
GPO SIIS.704
Iv-1
This aecf%oi cantatas 1 p jo.

TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION
DATE: February 20, 1992
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY Avery
PERMIT NUMBER NC0021857
PART I - GENERAL INFORMATION
1. Facility and Address:
2. Date of Investigation:
3. Report Prepared By:
Town of Newland
P. 0. Box 429
Newland, N. C.
October 22, 1991
Paul White, P.E.
CflYED
28657 FEB 2 4 1992
TEDOMCAL SuertAIT BRAUC
4. Persons Contacted and Telephone Number: Roy Jaynes
704-733-2023
5. Directions to Siter From the intersection of HWY 194 and SR 1157
in Newland, proceed west on SR 1157 for about 0.5 mile to the
intersection of SR 1117 and turn left. Proceed south on SR 1117
for about 0.1 mile to gravel drive and turn left. Proceed south
for about 0.1 mile to right of trash bins and gate of treatment
plant yard.
6. Discharge Point(s), List for all discharge points:
Latitude: 36° 05' 23"
Longitude: 81° 56' 27"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. C115W U.S.G.S. Quad Name Newland, NC
7. Size (land available for expansion and upgrading): Adequate
8. Topography (relationship to flood plain included): Hilly - the
wastewater treatment plant is located on a knoll approximately 30
feet above the river.
Page 1

9. 'Location of nearest dwelling: 900 feet +/-.
10. Receiving stream or affected surface waters: North Toe River
a. Classification: WS III Trout.
b. River Basin and Subbasin No.: French Broad River
(Nolichucky River)
c. Describe receiving stream features and pertinent downstream
uses: Fishing, wading, wildlife propagation, water supply.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 100 % Domestic
% Industrial
a. Volume of Wastewater: 0.320 MGD (Proposed Design Capacity)
(0.160 MGD existing)
b. Types and quantities of industrial wastewater:n/a
c. Prevalent toxic constituents in wastewater:
d. Pretreatment Program (POTWs only): not needed
in development approved
should be required not needed
2. Production rates (industrial discharges only) in pounds per day:
n/a
a. Highest month in the past 12 months: lbs/day
b. Highest year in the past 5 years: lbs/day
3. Description of industrial process (for industries only) and
applicable CFR Part and Subpart: n/a
4. Type of treatment (specify whether proposed or existing): The
existing facility is a 0.160 MGD extended aeration plant with an
aeration basin, clarifier, sludge return, flow measuring and
totalizing equipment, chlorination, aerobic digestion, and sludge
drying beds.
5. Sludge handling and disposal scheme: Sludge removed from the
drying beds is placed on land owned by the NC Division of Forestry
(20 acres) and Lloyd Jaynes (6 acres) in accordance with Permit
No. WQ0003133.
Page 2

6. Treatment plant classification: Less than 5 points; no rating
(include rating sheet, if appropriate). II
7. SIC Codes(s): n/a
Wastewater Code(s): Primary 13, 55 Secondary
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant funds
(municipals only)? n/a
2. Special monitoring requests: none
3. Additional effluent limits requests: none
4. Other:
PART IV - EVALUATION AND RECOMMENDATIONS
The Town of Newland's revised Preliminary Engineering Report
recommends the addition of a 0.160 mgd treatment unit to operate
in parallel with the existing unit for a total combined capacity
of 0.320 mgd. Although the basis for this recommendation was to
provide an economic alternative to equalization facilities to
handle peak flows, there are additional benefits of reliability.
This addition will provide 100% back-up for aeration and
clarification at current average flows. Even though this is not
required by the WS-III classification of the receiving stream, it
will increase the reliability of treatment. In addition, this
will allow the older basin to be taken out of service for
inspection and repairs. Although the application is for a total
flow of 0.320 mgd, average flows for 1991 were on the order of
0.13 mgd and no major user increases are anticipated.
Since the receiving stream is classified WS-III, stand-by power is
required. The plant is supplied by a remote lift station. It is
recommended that the permit contain a statement requiring stand-by
power upon expansion to 0.320 mgd, to include standby power to the
remote lift station.
Dechlorination facilities should be included in the expansion
in order to meet the fecal coliform limit of 200/100 ml without
exceeding the chlorine limit.
Additionally, plans for expansion should contain any backup
equipment required under T15A: 02H .0124.
A copy of the monitoring results for 1991 is attached. It is
recommended that the permit be modified to reflect a 0.320 mgd
flow limit as requested, with the above requirement for stand-by
power.
Page 3

Date
Pa,t1 Raic:LQ
///
ater Qu lity gional Supervisor
Page 4

•
.J
t ,
''�. •.
I
i!j•
l.tvlift 4 rAt ,.
4 \ " �, rye +i„/ j .
( _ `. / J 1.
11 -
;; f-\ \ \• ,3¢ A. r/
i
TA/ 4:r)�t,�._..� ("_� . :U•'•
EW k j i 'D La) v4,4Js/GLE -! u BM P
4 NGH Z�pG) fl.
c
t � Ili ` `•
JJ•
o
i•
• • i•'1
•t •
1

,
�KGX88/MIn,
COMPLIANCE EVALUATION ANALY%I% REPORT
02/03/92
PAGE 2
FIE RMIT—--- NC0O2i857 PIPE .... .... 0Oi REPORT PERIOD: 9i0i-91i2 LOC---E
:'ACA: LITY---- —NEWLAND WWTP, TOWN OF FLOW-- .i600 CLA%%--2
'OCATION--NEWLAND RE1;ION/COUNTY—.... 0i AVERY
00400 00600 0O665
1OITT H PH TOTAL N PHO%—TOT
'IMIT 9.0 6.0
vi/0i 6.9-6.8
'IMIT 9.0 6.O
"i/02 6.9.... 6.8
'IMIT 9.0 6.0 NOL NOL
�i/03 7.0.... 6.8 6.900 .5400
Pi/04 7.0.... 6.7
/i/05 6.9.... 6.8
�1106 7.O.... 6.8
/i/07 7.O.... 6.9
/i/08 7.0-6.9
`1/09 7.i.... 6.9 5^400 2^6200
10 7.0-6.9
`i/i1 7.i.... 6.9
1VE1 `%,AG "E 6.i50 i.5800
\#XIMUM 7.i00 6^900 2.62O0
13:N3:MUM 6.700 5.400 .5400
/NIT %U MC/L MG/L

`GKEX88/MP
COMPLIANCE EVALUATION ANALY%I% REPORT
02/03/92
PAC.E i
PERMIT--NCOO2i857 PIPE--0Oi REPORT PERIOD� 9i0i-9ii2 LOC---E
FACILITY--NEWLAND WWTP, TOWN OF DE%I�N FLOW-- .1600 CLA%%.... .... 2
LOCATION--NEWLAND RE�ION/COUNTY--0AV i ERY
50050 003i0 0053O 00610 3i616 519060 003O0 00010
MONTH Q/MGD BOD RE%/TIS' % NH3+NH4- FEC COLI CHLORINE DO TEMP
LIMIT F .i600 F 30.00 F 30.0 NOL F i000.O F 29.000 NOL NOL
9i/Oi .i637F .50 5.5 .i5 .O .000 3.7O 6.75
LIMIT % .2400 % 30.O0 % 30.O NOL % 100O.0 % 29.000 NOL NOL
.1645 i.70 5.5 .O00 3.75 8.50
9i/O2
91/03 .i92i i.i0 4.5 .35 63.6 .038 3.52 11.25
9i/04 .i648 .45 3.O .05 .O .000 3.72 i0.40
91/05 .1173 .35 5.0 .20 A .00O 3.72 12.75
~
91/06 .ii62 2.O0 3.0 .30 .0 .O07 4.i7 16.00
91/07 .1i23 2.40 6.5 .20 25.0 .010 3.i8 17.40
9i/O8 .i029 i.85 3.O .2O 789.9 .000 3.67 18.0O
91/09 .0874 3.55 5.0 .O0 36.i .0O0 3.42 14.80
9i/iO .O804 3.95 2.5 .iO 24.3 .000 i4.20
9i/1i .1077 .90 6.5 .05 .000 i1.25
AVERA("E .1281 i.7O 4.5 .i5 86.0 .005 3.65 i2.84
MAXIMUM .7430 4.80 iO.0 .40 4O5O.0 .20O 4.60 i9.00
MINIMUM .0320 LE%%THAN i.0 LE%%THAN LE%%THAN .000 2.90 5.00
UNIT MGD MCy, /L MG/L M�/L #/i00ML UCl/L MCY/L DEG.CO.

91-7
RATING SCALE FOR CLASSIFICATION OF FACILITIES
Name of Plant: WC: (4.i4RWL)
Owner or Contact Person: Roy J-jtY,(es Su/t
Mailing Address: I () i ,80?C
_Newt/ch./0 -''
County: AVE1Rr Telephone: 7 a — 73 3—2O 2
NPDES Permit No. NCOO 2/g S7 Nondisc. Per. No.
IssueDate:..Tfr/ 1, /92. Expiration Date: /)6C J/ /494:,
Existing Facility X New Facility
Rated By: Muc.. (,v/{/TE % Dater 2 -3 9A
Reviewed (Train. & Cert.) Reg. Office
Reviewed (Train. & Cert.) Central Office
ORC 4/9/3R)' �OU/A/SEi'/ Grade
ITEM
(1) Industrial Pretreatment Units and/or
Industrial Pretreatment Program
(see definition No. 33)
(2) DESIGN FLOW OF PLANT IN GPD
(not applicable to non -contaminated cooling
waters, sludge handling facilities for water
purification plants, totally closed cycle
systems (def. No. 11), and facilities
consisting only of Item (4) (d) or Items (41 (d)
and (11) (d))
0 -- 20,000
20,001 -- 50,000
50,001 -- 100,000
100,001 -- 250,000
250,001 -- 500.000
500,001 --1,000,000
1,000,001 -- 2,000,000
2,000,001 (and up) - rate 1 point additional for
200,000 gpd capacity up to
maximum of 30
(3)
11—die w�
POINTS ITEM
each
a
Design Flow (gpd) :
PRELIMINARY UNITS (see definition no. 32)
(a) Bar Screens
or
(b) Mechanical Screens, Static Screens or
Comminuting Devices
(c) Grit Removal
or
(d) Mechanical or Aerated Grit Removal
(e) Flow Measuring Device
or
(f) Instrumented Flow Measurement
(g) Preaeration
(h) Influent Flow Equalization
(i) Grease or Oil Separators - Gravity
Mechanical
Dissolved Air Flotation.
(j) Prechlorinalion
oot
0
5 Mechanical Air System (fixed,
8 floating or rotor)
10 Separate Sludge Reaeration
(i i) Trickling Filter
High Rate
Standard Rale
Packed Tower
(i i i) Biological Aerated Filler or Aerated
Biological Filter
(iv) Aerated Lagoons
(v) Rotating Biological Contactors
(vi) Sand Filters -
intermittent biological
recirculating biological
(vii) Stabilization Lagoons
(viii)Clarifier
2 (ix) Single stage system for combined
1 carbonaceous removal of BOD and �� d�sl"1
�
nitrogenous removal by nitrification
(see def. No. 12) (Points for this item
have to be in addition to items (5) (a)
(i) through (5) (a) (viii)
(x) Nutrient additions to enhance BOD
removal
(xi) Biological Culture ("Super Bugs") addition
to enhance organic compound removal
2
2
2
2
3
8
POINT
(4) PRIMARY TREATMENT UNITS
(a) Septic Tank (see definition no. 43) 2
4 (b) Imhoff Tank 5
(c) Primary Clarifiers 5
(d) Settling Ponds or Settling Tanks for Inorganic
Non -toxic Materials (sludge handling facilities
for water purification plants, sand, gravel,
stone, and other mining operations except
recreational activities such as gem or gold
mining) 2
1 (5) SECONDARY TREATMENT UNITS
2 (a) Carbonaceous Stage
3 (i)Aeration - High Purity Oxygen System • 2 0
Diffused Air System 1 0
8
3
7
5
5
10
10
10
2
3
5
5
5

.
(b) Nitrogenous Stage
(i) Aeration - High Purity Oxygen System 20
Diffused Air System 10
Mechanical Air System (fixed,
floating, or rotor) 8
Separate Sludge Reaeration 3
(ii) Trickling Filter -
High Rate 7
Standard Rate 5
Packed Tower 5
(i i i) Biological Aerated Filter or Aerated
Biological Filter 10
(iv) Rotating Biological Contactors
(v) Sand Filter -
intermittent biological
recirculating biological
(v i) Clarifier
(6) TERTIARY OR ADVANCED TREATMENT UNIT
(a) Activated Carbons Beds -
without carbon regeneration 5
with carbon regeneration i5
(b) Powdered or Granular Activated Carbon Feed -
without carbon regeneration 5
with carbon regeneration 15
(c) Air Stripping 5
(d) Denitrification Process (separate process) 10
(e) Etectrodialysis 5
(f) Foam Separation 5
(g) Ion Exchange 5
(h) Land Application of Treated Effluent
(see definition no. 22b) (not applicable for
sand, gravel, stone and other similar mining
operations)
`
Z(i) on agriculturally managed sites (See def.
No. 4) 1 0
(ii) by high rate infiltration on non -agriculturally
managed sites (includes rotary distributors
and similar fixed nozzle systems) 4
(iii) by subsurface disposal (includes low pressure
pipe systems and gravity systems except at
plants consisting of septic tank and nitrifica-
tion lines only) 4
(i) Microscreens 5
(j) Phosphorus Removal by Biological Processes
(See def. No. 26) 20
(k) Polishing Ponds - without aeration 2
with aeration 5
(I) Post Aeration - cascade 0
diffused or mechanical ... 5
(m) Reverse Osmosis 5
(n) Sand or Mixed -Media Filters - low rate 2
high rate 5
(o) Treatment processes for removal of metal or
cyanide
(p)
Treatment processes for removal of toxic
materials other than metal or cyanide 15
(7) SLUDGE TREATMENT
(a) Sludge Digestion Tank - Healed 1
Aerobic 5
Unheated g
(b) Sludge Stabilization (chemical or thermal) 5
(c) Sludge Drying Beds - Gravity
Vacuum Assisted
10
2
3
5
(d) Sludge Elutriation
(e) Sludge Conditioner (chemical or thermal)
(f) Sludge Thickener (gravity)
(g) Dissolved Air Flotation Unit
(not applicable to a unit rates as (3) (i)
(h) Sludge Gas Utilization (including gas storage)
15
5
5
5
(8)
(i) Sludge Holding Tank - Aerated
Non -aerated
(j) Sludge incinerator - (not including activated
carbon regeneration) 1 (
(k) Vacuum Filter, Centrifuge or Filter Press or other
similar dewatering devices 1 C
SLUDGE DISPOSAL (including incinerated ash)
(a) Lagoons 2
(b) Land Application (surface and subsurface)
(see definition 22a)
-where the facility holds the land app. permit ... 1 p
-by contracting to a land application operator who
holds the land application permit 2
-land application of sludge by a contractor who does
not hold the permit for the wastewater treatment
facility where the sludge is generated 10
(c) Landfilled (burial) 5
(9) DISINFECTION
(a) Chlorination
(b) Dechlorination
(c) Ozone
(d) Radiation
(10) CHEMICAL ADDITION SYSTEM (S) (See definition No. 9)
(not applicable to chemical additions rated as item
(3) (j), (5) (a) (xi), (6) (a), (6) (b), (7) (b), (7) (e),
(9) (a), (9) (b), or (9) (c) 5 points each: List:
(11) MISCELLANEOUS UNITS
(a) Holding Ponds, Holding Tanks or Settling Ponds
for Organic or Toxic Materials including wastes
from mining operations containing nitrogen and/or
phosphorous compounds in amounts significantly
greater than is common for domestic wastewater 4
(b) Effluent Flow Equalization (not applicable to storage
basins which are inherent in land application systems)2
(c) Stage Discharge (not applicable to storage basins
inherent in land application systems
(d) Pumps...0 4 A(4v a{r 3
(e) Stand -By Power Supply 3
(f) Thermal Pollution Control Device 3
5
5
5
5
9-7
TOTAL POINTS geger .
CLASSIFICATION
C!�5 - 25 Points
las 26- 50 Points
Class III 51- 65 Points
Class IV 66- Up Points
Facilities having a rating of one through four points, inclusivg,
o not re certified o erator. Classification of all other
acilities requires a comparable grade operator in responsible
charge.
Facilities having an activated sludge process will be assigned
a minimum classification of Class Ii.
Facilities having treatment processes for the removal of metal
or cyanide will be assigned a minimum classification of Class II.
8 Facilities having treatment processes for the biological removal
2 of phosphorus will be assigned a minimum classification of Class`
III.

W- " / `S NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0021857
PERMITTEE NAME:
FACILITY NAME:
Town of Newland
Newland WWTP
Facility Status: Existing
Permit Status: Modification
Major Minor
Pipe No.: 001
Design Capacity: 0.160 MGD
Domestic (% of Flow):
Industrial (% of Flow):
100 %
0%
Comments:
Modification is to increase flow to 0.320 MGD.
RECEIVING STREAM:North Toe River
Class: WS-III-Trout
Sub -Basin: 04-03-06
Reference USGS Quad: C 11 SW
County: Avery
Regional Office: Asheville Regional Office
(please attach)
Previous Exp. Date: 12/31/96 Treatment Plant Class: I I
Classification changes within three miles:
No change.
Requested by:
Prepared by:
Reviewed b
PLO
Charles M. Lowe Date: 1/30/92
Date: �`.2 7 9L
Date: C7g S�
Modeler
Date Rec.
#
.TMni
7--AtA -
(0
7 3
3
Drainage Area (mi2 ) /0
7Q10 (cfs) 3.3 Winter 7Q10 (cfs) g, 30Q2 (cfs)
Toxicity Limits: IWC %
Instream Monitoring:
Parameters
Upstream /
Downstream Y Location svr`n
Avg. Streamflow (cfs):
Acute/Chronic
Location
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
30
30
NH3-N (mg/1)
li (AT/
L, (,4T
D.O. (mg/I)
,,tv-
/
TSS (mg/1)
3,-)
7 `
F. Col. (/100 ml)
2.,:so
,.-z
pH (SU)
% ,
F1-'7',''- -
"'tom,.,-
wa-
4-44
~� ,iJ
(c„ Q ,c.... rw � �z2�
o
�G
Comments:
Refer : Basinwide / Streamline WLA File
Completed By Permits & Engineering
At Front Of Subbasin
i
—7%-r- 5 L �a

00
C v
•
C •
I
Q6' ii.. fi. — �,✓ ,�! +/ Or M C m"\�/.',�►'9'
r
y EMY46
r,� — 3514-•
1' • • y•
t • 1.
N
Cliff Flit ( u
,A \'
Vale
//,
. t.k. •
} ,•� pe�•
p
0 •
•
L'
v�
/s,
—t— I\•
1
•
,Big Ha
• 1
ain �•"
//
-IetchGtaael''
•
ROAD CLASSIFICATION
PRIMARY HIGHWAY
HARD SURFACE
SECONDARY HIGHWAY
HARD SURFACE �7
LIGHT -DUTY ROAD. HARD OR
IMPROVED SURFACE _
UNIMPROVED ROAD
Mamie
Latitude 36°05'20" Longitude 81 °56'27"
Map # C1 1 SW Sub -basin 040306
Stream Class--WS-I-II Trout f•►--hto
Discharge Class 01 13 55
Receiving Stream North Toe River
Design Q 0.32 MGD Permit expires 12/31/01
•
x
1 -,-1---;-----/--/
PQ
• r
E
%0 1 0
�Q • •I
•
J' •
•
t'' (' .NNWL
• ! • (AaBaetic tatio
.1/e. :4
t3•
•
2}1
�t
•
••.0
• •
Town of Newland
NC0021857
Avery County
WWTP

Facility Name:
NPDES No.:
Type of Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Topo Quad:
FACT SHEET FOR WASTELOAD ALLOCATION
Town of Newland WWTP
NC0021857
Domestic - 100%
Existing
Renewal
North Toe River
WSIII-Trout
040306
Avery
Asheville
Lowe
2/4/92
C11SW
RECE V D
W':e r 6hia€ tf Stdve
APR 1 4 1992
Request # 6733
Asheville Regianat Offig
Asheville, North Cargill
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
0346191050
1985
10
3.3
4.8
22
7
;;
� ry
Wasteload Allocation Summary - ��� =�
(approach taken, correspondence with region, EPA, etc.) ry
Facility requesting renewal of existing permit at 0.160 MGD and also at expansion flow of 0.320) �='
MGD.
r •
Special Schedule Requirements and additional comments from Reviewers:
1?I? D TCd11PEW
Recommended by;
Reviewed by
Instream Assessment:
Regional Supervisor:
Permits & Engineering:
i)'%'zc
dok �u�v,.o�9-�
Date:
RETURN TO TECHNICAL SERVICES BY: MAY 0 8 1992
Date:_4/2/92_
Date: `I j5.?-
Date: t l I b
LffZzf1j2—
c

Existing Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Residual Chlorine (p.g/1):
Oil & Grease (mg/1):
TP (mg/1):
TN (mg/1):
Recommended Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Col. (/100 ml):
pH (SU):
Residual Chlorine (41):
Oil & Grease (mg/1):
J t/2.cKct j x-c i em p 014/41-t 441Vf 400.. S�a,�(L 1� vn a�
2
CONVENTIONAL PARAMETERS
Monthly Average
Summer Winter
0.160 0.160
30 30
11 26
nr nr
30 30
200 200
6-9 6-9
28 28
Monthly Average
Summer Winter WQ or EL
0.160 0.160
30 30 WQ
11 26 WQ,AT
nr nr
30 30 WQ
200 200 WQ
6-9 6-9 WQ
28 28 WQ
� ud,sc�,anr�e, a AI)&t J
Limits Changes Due To: Parameter(s) Affected
Change in 7Q10 data
Change in stream classification
Relocation of discharge
Change in wasteflow
Other (onsite toxicity study, interaction, etc.)
Instream data
New regulations/standards/procedures
New facility information
_X_ Parameter(s) are water quality limited. For some parameters, the available load capacity
of the immediate receiving water will be consumed. This may affect future water quality based
effluent limitations for additional dischargers within this portion of the watershed.
OR
No parameters are water quality limited, but this discharge may affect future allocations.
57.) QDUllatf
N I h,Lot,J 0U41 all

3
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility d onstrated the ability to meet the proposed new limits with existing treatment
facilities? Yes No
If no, which parameters cannot be met?
Would a "phasing in" of the new limits be appropriate? Yes No 7(
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
If no, why not?
EV/OUS MONITOR/NG 114S /NO/CI7e '11 /9-8/ /TV 70
f14C-f7 7C•"fe4Ztlfl C L1 Alt/T
Special Instructions or Conditions
Wasteload sent to EPA? (Major) _N _ (Y or N)
(If yes, then attach schematic, toxics spreadsheet, copy of model, or, if not modeled, then old
assumptions that were made, and description of how it fits into basinwide plan)
Additional Information attached? (Y or N) If yes, explain with attachments.