NC0021547_Wasteload Allocation_19920616

NPDES DOCUHENT SCANNING COVER SHEET
NC0021547
Franklin WWTP
NPDES Permit:
Document Type:
Permit Issuance
--)
(aste1oadAHocationT
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Speculative Limits
Instream Assessment (67b)
Environmental Assessment (EA)
Permit
History
Document Date:
June 16, 1992
This document is printed on reuse paper - ignore any
content on the rezrerse side

Refer : Basinwide / Streamline WLA File
Completed By Permits & Engineering
At Front Of Subbasin
NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NC0021547
PERMI i'I'LE NAME:
FACILITY NAME:
Town of Franklin
Franklin Wastewater Treatment Plant
Facility Status: Existing
Permit Status: Renewal with Modification
Major Minor
Pipe No.: 001
Design Capacity: 0.750 MGD*
Domestic (% of Flow): 99.6 %
Industrial (% of Flow): 0.4 %
Comments:
`modification is upgrade to 1.65 MGD
RECEIVING STREAM: Little Tennessee River
Class: C
Sub -Basin: 04-04-01
Reference USGS Quad: G5NW, Franklin
County: Macon
Regional Office: Asheville Regional Office
(please attach)
Previous Exp. Date: 10/31/92 Treatment Plant Class: III
Classification changes within three miles:
>15 mi. (to Nantahala River)
Requested by:
Prepared by:
Randy Kepler 34,v_ Date: 2/18/92
Date: /
Reviewed by: Date:
7.15— ' FiKr Sal //1/57/-W61/Z—y P y e >`v2 a % /uoN .
waked
Modeler
Date Rec.
#
110c
ztt9 cz.
‘
1
7_
Drainage Area (mi2 ) 9 Avg. Streamflow (cfs):
7Q10 (cfs) /6 7 Winter 7Q10 (cfs) /g6. 30Q2 (cfs)
ToxicityLimits: IWC / • a F-'TA
%XP ,� Acute hronic
Instream Monitoring: 1 eSWiD
Parameters N/ii
Upstream Location
Downstream Location
Effluent
Characteristics
su
�t-T O .-75 M4D
�� ji!:ligµ61r�
3c
BOBS (mg/1)
36
NH -N (mg/1)
3
iile)/ / "
ineW/ /A
D.O. (mg/1)
TSS (mg/1)
30
0
F. Col. (/100 ml)
0
000
pH (SU)
_ 7
- /
ck4o»• ,4J/f)
02,11110te
If
TJ ' /�)
fin9414Y
YyeVilly
/ V m //)
Me ►9 i 'hi/
07171l11,Y
PI MITI)
Comments:

T.I iP' ..._C_ - i'�,_�._.
r7F'0f•1 DEM WI TES .EC. i I Ot ; TO
($17-
r'. u "i1
•
Facility Name:
NPDES No.:
Typeof Waste:
Facility Status:
Permit Status:
Receiving Stream:
Stream Classification:
Subbasin:
County:
Regional Office:
Requester:
Date of Request:
Topa Quad:
FACT SST FOR WASTELOAD ALLOCATION
Request # 6782
Town of Franklin/Franklin Wastewater Treatment Plant
NC0021547
Domestic - 99.6%/Industrial - 0.4%
Existing
Modification
Little Tennessee River
C
040401
Macon
Asheville
Kepler
2/18/92
G5NW
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs)
30Q2 (cfs):
IWC (%):
03.5015.0000
1982
299
157
186
682
1.6
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility is requesting an upgrade to 1.65 MOD. Plans for improving the WWTP include flow
equalization, additional aeration units, and expanded chlorine contact facilities. A chlorine limit of
28 µg/i will be necessary upon expansion as will a toxicity test at 1.6%.
Lake Emory is considered a significant lake by DEM and is further characterized as eutrophic. It
is recommended that TP and TN be monitored monthly through effluent grab samples.
Special Schedule Requirements and additional comments from Reviewers:
OK-4 RP.LS.S1�..°�.. E±��+1 !'T a1 (.O n1�_ W. irtt P K fSl 1'v1.5 z.I yecen, nt
(°-la...rtea A, CnAtj w, t1 ek9il.41. rs e t jha-j) sties, /.' .44, rr ere,
Co Mt:Ls �n d Ce,-.s7l c"'d e•'.
Recannmended by:
Reviewed by
Instream Assessment: i Date: Z f7
Regional Supervisor: Date: 3
Permits & Engineering: Date:
RETURN TO TECHNICAL SERVICES EY:
Date: -/3/9L

I%•
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
Request # 6782
Town of Franklin/Franklin Wastewater Treatment Plant
NC0021547
Domestic - 99.6%/Industrial 0.4%
Existing
Modification
Little Tennessee River
C
040401
Macon
Asheville
Kepler
2/18/92
G5NW
Stream Characteristic:
USGS #
Date:
Drainage Area (mi2):
Summer 7Q10 (cfs):
Winter 7Q10 (cfs):
Average Flow (cfs):
30Q2 (cfs):
IWC (%):
03.5015.0000
1982
299
157
186
682
1.6
Wasteload Allocation Summary
(approach taken, correspondence with region, EPA, etc.)
Facility is requesting an upgrade to 1.65 MGD. Plans for improving the WWTP include flow
equalization, additional aeration units, and expanded chlorine contact facilities. A chlorine limit of
28 µg/1 will be necessary upon expansion as will a toxicity test at 1.6%.
Lake Emory is considered a significant lake by DEM and is further characterized as eutrophic. It
is recommended that TP and TN be monitored monthly through effluent grab samples.
Special Schedule Requirements and additional comments from Reviewers:
Recommended by: n .I( Date: 3/2 3 U
Reviewed by
Instream Assessment: 3Date: . Oil
to.
Regional Supervisor: Date:
Permits & Engineering: Date:
RETURN TO TECHNICAL SERVICES BY:
/VolE : is D/1!*i4L �A� cT WAS FfXP
Af 4Sf/0./G/� ,a/oN� Cc1 il *0Z..�T WAS
5/4N5y l/(/kST�c- .3fr5-/y2 6.9zK
-7-0 keRcete(rol#E) 6t/ 3fr&—ftz- - PeefrgV o Ai 3frs-7(7°- -7zcif
itIEre. kET;leUei, frtcr

Existing Limits:
Wasteflow (MGD):
BOD5 (mg/1):
NH3N (mg/1):
DO (mg/1):
TSS (mg/1):
Fecal Co1. (/100 ml):
pH (SU):
Residual Chlorine (µg/1):
Temperature (°C):
TP (mg/1):
TN (mg/1):
Recommended Limits:
2
CONVENTIONAL PARAMETERS
Monthly Average
0.75
30
monitor
30
200
6-9
monitor
monitor
monitor
monitor
Monthly Average
before expansion
Wasteflow (MGD): 0.75*
BOD5 (mg/1): 30
NH3N (mg/1): monitor
DO (mg/1):
TSS (mg/1): 30
Fecal Co1. (/100 ml): 200
pH (SU): 6-9
Residual Chlorine (µg/1): monitor
Toxicity Test (P/F):
TP (mg/1): monitor
TN (mg/1): monitor
*An interim flow limit of 1.0 MGD should also be issued at existing limits.
Monthly Average after
expansion
1.65
30
monitor
30
200
6-9
28.0
@1.6%
monitor
monitor
WQ or EL
WQ
WQ
WQ
WQ
WQ
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.
x Tox. test, chlorine
OR
No parameters are water quality limited, but this discharge may affect future allocations.

3
MISCELLANEOUS INFORMATION & SPECIAL CONDITIONS
Adequacy of Existing Treatment
Has the facility demonstrated 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
If yes, please provide a schedule (and basis for that schedule) with the regional
office recommendations:
If no, why not?
Special Instructions or Conditions
Wasteload sent to EPA? (Major) (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.

Facility Name a yvAi
Permit # c2/5-77 Pipe #
CHRONIC TOXICITY PASS/FAIL PERMIT LIMIT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic Bioassay
Procedure - Revised *September 1989) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or significant mortality
is ) .6, % (defined as treatment two in the North Carolina procedure document). The permit holder shall perform
quarterly monitoring using this procedure to establish compliance with the permit condition. The first test will be
perf rm r jhirty ays from the effective date of this permit during the months of
/1� , 5 c l/ Effluent sampling for this testing shall be performed at the NPDES
rmitt&d final effluent discharge below all treatment
pe g processes.
All toxicity testing results required as part of this permit condition will be entered on the Effluent Discharge
Monitoring Form (MR-1) for the month in which it was performed, using the parameter code TGP3B.
Additionally, DEM Form AT-1 (original) is to be sent to the following address:
Attention: Environmental Sciences Branch
North Carolina Division of
Environmental Management
4401 Reedy Creek Road
Raleigh, N.C. 27607
Test data shall be complete and accurate and include all supporting chemical/physical measurements performed in
association with the toxicity tests, as well as all dose/response data. Total residual chlorine of the effluent toxicity
sample must be measured and reported if chlorine is employed for disinfection of the waste stream.
Should any single quarterly monitoring indicate a failure to meet specified limits, then monthly monitoring will
begin immediately until such time that a single test is passed. Upon passing, this monthly test requirement will
revert to quarterly in the months specified above.
Should any test data from this monitoring requirement or tests performed by the North Carolina Division of
Environmental Management indicate potential impacts to the receiving stream, this permit may be re -opened and
modified to include alternate monitoring requirements or limits.
NOTE: Failure to achieve test conditions as specified in the cited document, such as minimum control organism
survival and appropriate environmental controls, shall constitute an invalid test and will require immediate
retesting(within 30 days of initial monitoring event). Failure to submit suitable test results will constitute
noncompliance with monitoring requirements.
7Q10 /67 cfs
Permitted Flow / • MGD
IWC /• & %
Basin & Sub -basin L,rN O�o0/
Receiving Stream L, k -# ,i Sa I vc. '
County /1lgcen
Recommended by:
Dat e if
QCL PIF Version 9191

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4
LAKE
EMORY
LTN009E,_
Little Tennessee
River
_TN009G
LTN009C
{WleC`X. C.oCA-11cnJ
8F T)i,,:e,c4A f -e}e rot
Ft2i 1cu (( GA wi TV
0
1/2 mile

1364
1363
44
•
•
1371
441
7
.07
au
.13
t
7
!33/
- .30
903
941
s
!Y.* Et•
.48
1191 110 1't
ILO
0%! 1444
1_66/
1690
1031
941
1633
1.3
1666

i4•
FIELD OBSERVATIONS
WATER BODY NAME LAKE. � �a RY
DATE 88 ,
TIME II OCR
SAMPLERS' NAMES 14. i5ecest1 K-•Vey / fa
WATER BODY TYPE LAKE 0 STREAM 0 OTHER
STATION # LR 00c1 6 ,
SAMPLING LOCATION Oda _�
STUDY TYPE 0 RECON D DYE STUDY ❑ IN"I hNSIVE SURVEY aa'SPECIAL STUDY
L7 D.O P OFILE D OTHER
SAMPLING TYPE PHYSICAL DIEMICAL ❑ SPECIAL ❑ SLUG SAMPLING
D SYNOPTIC SAMPLING 0 FISH TISSUE D BIOLOGICAL
AMBIENT CONDITIONS
AIR TEMP 0 < 60° 0 60-75° 15-90° 0 > 90°
% CLOUD COVE ❑ 0-25% ❑ 25-50% D 50-75% Or 75-100%
% CANOPY 0-25% 0 25-50% 0 50-75% 0 75-100%
WIND DIRECTION (FROM) 6I J
WIND VELOCITY 210 MPH ❑ 10-20 MPH ❑ > 20 MPH
RAINFALL (LAST 48 HOURS) ❑ NONE ❑ <1/4" 01/4-1" 0 >1" yySAtTI/k.
STREAM CHARACTERISTICS
STREAM CHANNEL WIDTH
STREAM CHANNEL DEPTH
STREAM tLOW/ LAKE LEVEL
USGS GAGE 0 YES ❑ NO STAGE FLOW
SUBSTRATE COMPOSITION 0 ROCKY 0 MUDDY 0 SANDY 0 VEGETATION
COVERED
DESCRIPTION OF CHANNEL UPSTREAM OF STATION
COUNTY m pica
DESCRIPTION OF CHANNEL DOWNSTREAM OF STATION
DESCRIPTION OF LEFT BANK
DESCRIPTION OF RIGHT BANK
QA
PERFORMED ON METERS n YES 0 NO
PERFORMED ON SAMPLER 0 YES ❑ NO
TYPE OF METERS USED
HYDROLAB COLOR
YSI SERIAL NO.

Lake.Seauoyah (880727) Macon Co. 150 acres
sampled by: Kerry Becker -Katherine Woody (intern) -Robert Farmer
Lake Sequoyah is an impoundment of the Cul 1 asa j a River. The lake is a
water supply. There are three sampling stations on the lake.
This is not a very deep lake -we measured 4 meters at the dam. The lake
was very turbid, with a secchi of 0.8 meters
Highlands is known as the rainiest place in North Carolina. While we were
on the lake a heavy downpour occurred.
There is no boat ramp. Take the john boat .
There are several homes located right on the lake.
Lake Emory (880727) Macon Co. 188 acres
sampled by: Kerry Becker -Katherine Woody (intern) -Robert Farmer
Lake Emory .is an impoundment of the Little Tennessee River. The lake is
very shallow. I was told that there is a major hog farm operation in the
drainage basin. Large amounts of sediment (and other things) are filling in
the lake. This makes the primary use of the lake- a catch basin for animal
wastes. There are three sampling stations on the lake.
It had recently rained in the basin. There was alot of floating matter in
the water column.
There is no boat ramp. Take the john boat.
Thorpe Reservoir (080728) Jackson Co. 1300 acres
sampled by: Dave Goodrich- Taku Fuji- Robert Farmer
Thorpe Reservoir is an impoundment of the West Fork Tuckasegee River.
The primary use of the lake is recreation. There are 4 sampling stations on
the lake.
The water was very clear with a very green tint. Secchi was 3.5 meters.
This lake showed more effect from the drought than ,any we sampled- it
was 20 feet below normal pool level. The reason for the lowering is that
there is a minimum discharge requirement from the dam.
There is public access on the lake off SR 1137. There are many boat ramps
around the lake. This ramp is a low water ramp.

LYN 604-a
LTIQ o0q e
WIdi! 27
I
1 1
I
1 i
9S 101121
I 1
Time
.11:00
R8IO11z1
I I
1 I
1 1
I 1
1 1
1 1
1 1
1 t
1 1
I 1
1 t
I 1
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barn
1>t4
Depth
.t5
,Q
2.o
6.0
44,0
15
.6
2
Location
300
D.O.
$�7
(4,45_
10.,2
I1 ,0 •
11.z40
8.�
.�5
10
Temp.
23 .o'
22;8`.
ZS,5'
2,,q `'
400
PH
4013
to,15
foal
(n.5
CO3Q3
•
94-
Cond.
qo
go
(+0
ito
480
Salinity
SecC
,(4
1 r :35
. ►5
.5
,to
2
eo,�
3
L2
IR) r
1991
L• � � i !.J i t

DIVISION OF ENVIRONMENTAL MANAGEMENT
COUNTY /7aC..c 'Y1
RIVER BASIN _TA)
REPORT TO: ARO FRO MRO RRO WaRO WiRO WSRO
AT BM
Other
Shipped by: Bus Courier, Staff, Other
COLLECTOR(S):
Estimated BOD Range: 0.5/5-25/25.65/40-130 or 100 plus
Seed:
Yes"❑ No ❑ Chlorinated: Yes ❑ No ❑
ER QUALITY FIELD -LAB FORM (D
CJ AMBIENT
❑ COMPLIANCE
❑ EMERGENCY
❑ QA
❑ CHAIN
OF CUSTODY
STATION LOCATION:
REMARKS:
SAMPLE TYPE
0 STREAM
Fr LAKE
0 ESTUARY
�CC.f/L1Z Ff 1'1Q'cy
For Lab Use ONLY
Lab Number:
' 7 i!S�-
r
Date Receiv d: ter
Time:
1
)
Rec'd b :
From: Bus- ourie rHand Del
ATA ENTRY BY:
CK:
DATE REPORTED:
'
Station
Dn Begin (yy m/d Tim1 /Begin
35
1
2
3
4
5
6
7
8
9
10
11
12
BOD5 310
COD High 340
COD Low 335
Coliform: MF Fecal 31616
Coliform: MF Total 31504
mg/1
mg/I
mg/1
/100m1
/100mI
Coliform: Tube Fecal 31615
Coliform: Fecal Strep 31673
Residue: Total 500
Volatile 505
Fixed 510
Residue: Suspended 530
Volatile 535
/100m1
/100m1
mg/1
mg/1
mg/1
mg/I -
mg/I
13'
14
15
16
17
18
19
20
sy,
pH 403
Fixed 540
mg/1
/ r 0 units
Acidity to pH 4.5 436
Acidity to pH 8.3 435
Alkalinity to pH 8.3 415 -.
mg/l
6' mg/l
mg/1
Alkalinity. to pH 4.5 410 / mg/1
mg/1
TOC 680
Turbidity 76
NTU
Date End
Time End
Chloride 940
mg/l
ChI a: Tri 32217
ug/1
Chl a: Corr 32209
ug/1
Pheophytin a 32213
ug/I
Color: True 80
Pt -Co
Color:(pH ) 83
ADMI
Color: pH 7.6 82
ADMI
Cyanide 720
mg/I
Fluoride 951
mg/I
Formaldehyde 71880
mg/I
Grease and Oils 556
mg/1
Hardness Total 900
mg/I
Specific Cond. 95
uMhos/cm2
MBAS 38260
mg/1
Phenols 32730
ug/I
Sulfate 945
mg/1
Sulfide 745
mg/l
Dept! l B DBM
0//5
Value Type
A H L
NH3 as N 610
mg/1
TKN as N 625
mg/1
NO2 plus NO3 as N 630
mg/1
P: Total as P 665
mg/i
PO4 as P 70507
mg/1
P: Dissolved as P 666
mg/t
CdCadmium 1027
ug/1
CrChromium:Total1034
ug/1
Cu-Copper 1042
ug/1
NI -Nickel 1067
ug/l
Pb-Lead 1051
ug/1
Zn-Zinc 1092
ug/1
Ag-Silver 1077
ug/1
Al -Aluminum 1105
ug/I
Be-Berylllum 1012
ug/1
Ca -Calcium 916
mg/I
Co -Cobalt 1037
ug/I
Fe -Iron 1045.
ug/f
Composite
T S B
Sample Ty e
C GNXX
Li -Lithium 1132
ug/I
Mg -Magnesium 927
mg/I
Mn-Manganese 1055
ug/l
Na-Sodium 929
mg/I
Arsenic:Total 1002
ug/1
Se -Selenium 1147
ug/I
Hg-Mercury 71900
ug/1
Organochlorine Pesticides
Organophosphorus Pesticides
Acid Herbicides
Base/ Neutral Extractable Organics
Acid Extractable Organics
Purgeable Organics (VOA bottle reg'd)
Phytoplankton
Sampling Point %
2
Conductance at 25 C
94
Water Temperature (C)
10
D.O. mg/1
300 1•
pH
400 I•
Alkalinity
pH 8.3
82244
pH 4.5
431
Acidity
pH 4.5
82243
-
pH 8.3
82242
Air Temperature (C)
'
20
Salinity %
480
Preclpition an/day)
45 1.
Cloud Cover %
32
Wind Direction (Deg)
36
Stream Flow Severity
1351
Turbidity Severity
1350
Wind Velocity M/H
35
Mean StreamDepth ft.
64
Stream Width ft.
4

COUNTY
RIVER BASIN gyp' ❑ QA
AMBIL•NT j�j
E COMPLIANCE LJ CHAIN
IVISION OF ENVIRONMENTAL MANAGEMENT
� `; 31 PRIORITY
ER QUALITY FIELD -LAB FORM (D
REPORT TO: ARO FRO MRO RRO WaRO WIRO WSRO
AT BM .ram
Other ti �� 3,z
Shipped Bus Courieir Staff
Other
PP by:r
COLLECTOR(S):
Estimated BOD Range: 0-5/5-25/25-65/40-130 or 100 plus
Seed:
" Yes. ❑ No ❑ Chlorinated:' Yes ❑
No ❑
❑ EMERGENCY
STATION LOCATION:
REMARKS:
OF CUSTODY
i
SAMPLE TYPE
❑ STREAM
E LAKE
❑ ESTUARY
Lala E
INFLU
For Lab Use ONLY
Lab Number: i (d( )
1,r,.�
��`` .(,�h41�
Date Received:• "r1- (\ C\ Time: .. 7__.,(
1
Rec'd by: ("l f)1 1 From: Bu.a-Co erHand Del
1 DATA ENTRY BY:�24. CK .6
v�
DATE REPORTED: / / ',/2 e 45
b1,4 o obeitom 73't iV's
Station :#
Date. Begin (yy/mm/dd)
'i :1
1
GODS 310
mg/I .
2
COD High 340
• mg/1.
3
COD Low 335
mg/1.
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
Coliform: MF Fecal 31616
Coliform: MF Total 31504
/100m1
/100m1
Coliform: Tube Fecal 31615
Coliform: Fecal Strep. 31673
Residue: Total 500
Volatile 505
Fixed 510
Residue: Suspended 530
Volatile 535
Fixed 540
pH 403
Acidity to pH 4.5 436
Acidity to pH 8.3 435
Alkalinity to pH 8.3 415
Alkalinity to pH 4.5 410
TOC 680
Turbidity 76
/100m1
/100m1
mg/1
• mg/1
mg/1
mg/1
mg/1:
units
mg/1
mg/I
mg/1
mg/1
mg/1
NTU
lfn
Time Begin
�1
Date End
Time End
Chloride 940
mg/1
Chi a: Tri 32217
i. f ug/1
ChI a: Corr 32209
f 9 ug/I
Pheophytin a 32213
. / ug/I
Color: True.80
• • • Pt -Co
Color:(pH ) 83
, ADMI
Color: pH 7.6 82:
• . ADMI
Cyanide 720
mg/1
Fluoride 951
. mg/I
Formaldehyde 71880
mg/I
Grease and Oils 556
mg/I
Hardness. Total 900 .
mg/1
Specific Cond. 95
uMhos/cm2
MBAS 38260
mg/I
Phenols 32730
ug/I ''
Sulfate 945
mg/I
Sulfide 745
mg/1
Dept DBM
Value Type
A H L
SC
NH3asN610
T,/ mg/I
TKN as N 625 . * .6z / . mg/1
x
NO2 plus NO3 as N 630
, 7 mg/1.
P:. Total as P 665 . /
g/1
PO4 as P 70507
ei• -7 mg/I
P: Dissolved as P 666
mg/1
Cd;Cadmium 1027
ug/I
CrChromium:Total1034
ug/1
Cu-Copper 1042
ug/1
NI -Nickel 1067
ug/1
Pb-Lead 1051 - .,
, ug/1
Zn-Zinc 1092...:
ug/1
Ag-Silver 1077
ug/I
AI-Aluminum'1105.
ug/1
Be -Beryllium 1012
ug/1
Ca -Calcium 916
mg/1
Co -Cobalt 1037
ug/1.
Fe -iron 1045
ug/I
Composite�
T 15 IB
Samjp^le, Type
G GNXX
Li -Lithium 1132
ug/I
Mg -Magnesium 927
mg/1
Mn-Manganese 1055
ug/1
Na-Sodium 929
mg/I
Arsenic:Total 1002
ug/I
Se -Selenium 1147
ug/I
Hg-Mercury 71900
ug/1
Organochlorine Pesticides
Organophosphorus Pesticides
Acid Herbicides
Base/ Neutral Extractable Organics
Acid Extractable Organics
Purgeable Organics (VOA bottle reg'd)
Phytoplankton
Sampling Point %
2
Conductance at 25 C
94
Water Temperature (C)
10
D.O. mg/1 .
300 1.•
pH
400 1.
Alkalinity
pH 8.3 . ,pH4.5
82244
431
Acidity
pH 4.5
82243
pH 8.3
82242
Air Temperature (C)
20
Salinity %
480
Precipition an/day)
.45
Cloud.Cover % .. .
32
Wind Direction Deg)
36
Stream Flow Severity
1351 ' .1350
Turbidity Severity
Wind Velocity M/H
35
dean Stream Depth ft.
64
Stream Width ft.
4
it(; r

DIVISION OF ENVIRONMENTAL MANAGEMENT 5ER QUALITY FIELD -LAB FORM (DM /
COUNTY / 927,(7- -,., PRIORITY SAMPLE TYPE
RIVER BASIN CIA) EfAMBIENT ❑ QA B❑ STREAM ❑
REPORT TO: ARO FRO MRO RRO WaRO WIRO WSRO TS
Other j EFFLUENT
AT er �' ❑COMPLIANCE ❑CHAIN ILJ LAKE ❑ INFLUENT
ti J
OF CUSTODY
Shipped by: Bus Courier, Staff,' Other Ill EMERGENCY ❑ ESTUARY
COLLECTOR(S):
Estimated BOD Range: 0-5/5-25/25-65/40-130 or 100 plus
Seed: Yes No Chlorinated: Yes ,No❑
STATION LOCATION:
REMARKS:
For Lab Use ONLY
,) ../ •• /
Lab Number: / C' J ____,,(S (i �•^,
_
Date Received: f ' ,`i . -.5 RTime 7' - l(, )
Bus-Courier-Hand
by: X2 From: Bus-Coer-Hand Del
Iec'd11
DATA ENTRY BY:— —., CK \ : 7 ! xr
DATE REPORTED: e / .5-1 g k
Station _ _ _
Date
Time Begin
Date End
Time End
Dept B DBM
Value Type
Composite
Sample T pe
+ . r c� (�
- �,+ , n6 "
�B(eginf(jyy/mm/dd)
' 0 7 1 ;f+� t
112_(�
I
I
/Dr1
\7, `,j
A H
L
T S
B
C -G� GNXX
1
2
3
4
5
6
BOD5 310
COD High 340
COD Low 335
mg/1
mg/I
mg/1
Coliform: MF Fecal 31616 /100m1
Coliform: MF Total 31504 /100m1
Coliform: Tube Fecal 31615
/100ml
7
8
9
10
11
12
13
14
15
Coliform: Fecal Strep 31673 /100m1
Residue: Total 500
mg/I
Volatile 505 mg/I
Fixed 510 mg/I
Residue: Suspended 530
pH 403
mg/I
Volatile 535 mg/I
Fixed 540 mg/1
units
Acidity to pH 4.5 436 mg/I
16
17
18
19
�207
Acidity to pH 8.3 435 Lf mg/1
Alkalinity to pH 8.3 415 mg/1
Alkalinity to pH 4.5 410 J ' mg/I
TOC 680
Turbidity 76
mg/1
NTU
Chloride 940
mg/I
Chl a: Tri 32217
ug/I
ChI a: Corr 32209
ug/1
Pheophytin a 32213
ug/I
Color: True 80
Pt -Co
Color:(pH ) 83
ADMI
Color: pH 7.6 82
ADMI
Cyanide 720
mg/1
Fluoride 951
mg/I
Formaldehyde 71880
mg/1
Grease and Oils 556
mg/I
Hardness Total 900
mg/I
Specific Cond. 95
uhihos/cm2
MBAS 38260
mg/I
Phenols 32730
ug/I
Sulfate 945
mg/1
Sulfide 745
mg/1
NH3 as N 610
mg/I
TKN as N 625
mg/1
NO2 plus NO3 as N 630
mg/I
P: Total as P 665
mg/I
PO4 as P 70507
mg/1
P: Dissolved as P 666
mg/1
Cd-Cadmium 1027
ug%I
Cr-Chromium:Total 1034
ug/1
Cu-Copper 1042
•ug/I
Ni-Nickel 1067
ug/I
Pb-Lead 1051 Y
ug/1
Zn-Zinc 1092
ug/I
Ag-Silver 1077
ug/1
Al -Aluminum 1105
ug/I
Be -Beryllium 1012
ug/I
Ca -Calcium 916
mg/1
Co -Cobalt 1037
ug/I
Fe -Iron 1045
ug/1
LI-Lithium 1132 ug/I
Mg -Magnesium 927 mg/I
Mn-Manganese 1055 ug/I
Na-Sodium 929 mg/1
Arsenic:Total 1002 ug/1
Se -Selenium 1147 ug/1
Hg-Mercury 71900 ug/I
Organochlorine Pesticide'' -
Organophosphorus Pesticides
Acid Herbicides
Base/ Neutral Extractable Organics
Acid Extractable Organics
Purgeable Organics (VOA bottle reg'd)
Phytoptankton
Sampling Point %
2
Conductance at 25 C
94
Water Temperature (C)
10
D.O. mg/1
300 1•
pH
400 1•
Alkalinity
pH 8.3
82244
pH 4.5
431
Acidity
pH 4.5 pH 8.3
82243 82242
Air Temperature (C)
20
Salinity %
480
Precipition (In/day)
45
Cloud Cover %
32
Wind Direction (Deg)
36
Stream Flow Severity
1351
Turbidity Severity
1350
Wind Velocity M/H
35
Mean Stream Depth ft.
64
Stream Width ft.
4
rlM' ,

DIVISION OF ENVIRONMENTAL MANAGEMENT
COUNTY
RIVER BASIN
REPORT TO: ARO FRO
AT BM
Other
Shipped by:
MRO RRO WaRO WIRO WSR
V :S
er ta Other
Bus Courier, S
COLLECTOR(.):
Estimated BOD Range: 0-5/5-25/25-65/40-130 or 100 plus
Seed: Yes ❑ No ❑ Chlorinated: Yes ❑ No ❑
DER QUALITY FIELD -LAB FORM (DMO
PRIORITY
I AMBIENT
❑ COMPLIANCE
❑ EMERGENCY
❑ QA
❑ CHAIN
OF CUSTODY
i
SAMPLE TYPE
❑ STREAM
I1 J LAKE
❑ ESTUARY
STATION LOCATION: `'t-kg., t `I
REMARKS:
0t
❑ EFFLUENT
❑ INFLUE
o . S
For Lab Use ONLY
Lab Number: !) i/ — - (c J
----I (.f" r"` (
Date Recelvfd:/ ' -" I (3 Time: ( . - ) •
jj j j i
Rec'd by: r`, WI' I From: B,us-Cb iir1 i Hand Del
`DATA ENTRY BY .4—. CK:
r '
DATE REPORTED: /,2 —
vl e) L 1-erm t'� 1/
Station
Date Begin (yy/mm/dd)
13'5t07, 1
1
GODS 310
mg/I
2
COD High 340
mg/1
3
COD Low 335
mg/1
4
Coliform: MF Fecal 31616
/100m1
•5
Coliform: MF Total 31504
/100m1
Coliform: Tube Fecal 31615
/100m1
7
Coliform: Fecal Strep 31673
/100m1
8
9
7<
Residue: Total 500
Volatile 505
T t�rfn mg/I
mg/I
10
Fixed 510
mg/I
11
Residue: Suspended 530
12
13
14
15I'M it
Volatile 535
Fixed 540
pH 403
Acidity to pH 4.5 436
Acidity to pH 8.3 435
/s) mg/I
mg/1
mg/1
units
mg/1
mg/I
1! �4
Alkalinity to pH 8.3 415
mg/1
18
19
Alkalinity to pH 4.5 410
TOC 680
mg/I
mg/1
20
Turbidity 76
// NTU
Time Begin
f 2'
Date End
Time End
Chloride 940
mg/1
Ch1 a: Tri 32217
.51 ug/I
r
ie
Ch1 a: Corr 32209
/ ug/1
Pheophytin a 32213
. ug/l
Color: True 80
Pt -Co
Color:(pH ) 83
ADMI
Color: pH 7.6 82
ADMI
Cyanide 720
mg/1
Fluoride 951
mg/I
Formaldehyde 71880
mg/1
Grease and Oils 556
mg/1
Hardness Total 900
mg/I
Specific Cond. 95
ubilios/cm2
MBAS 38260
Ong/1
Phenols 32730
ug/I
Sulfate 945
mg/I
Sulfide 745
mg/1
Value Type
A H L
NH3 as N 610
mg/I
TKN as N 625
( 4/ mg/1
NO2 plus NO3 as N 630
, `6 mg/I
/
P: Total as P 665 ,.
, mg/1
PO4 as P 70507
, I) *7 mg/1
P: Dissolved as P 666
mg/1
Cd•Cadmium 1027
ug/1
Cr-Chromium:Total 1034
ug/1
Cu-Copper1042
ug/1
NI -Nickel 1067
ug/l
Pb-Lead 1051
ug/1
Zn-Zinc 1092
ug/1
Ag-Silver 1077
ug/1
AI -Aluminum 1105
ug/I
Be-BeryIlium 1012
ug/I
Ca -Calcium 916
mg/1
Co -Cobalt 1037
ug/1
Fe -Iron 1045
ug/I
Composite
r
T S B
Sample Type
C, G GNXX
Li -Lithium 1132
ug/I
Mg -Magnesium 927
mg/I
Mn-Manganese 1055
ug/1
Na-Sodium 929
mg/I
Arsenic:Total 1002
ug/1
Se -Selenium 1147
ug/1
Hg-Mercury 71900
ug/l
Organochlorine Pesticides
Organophosphorus Pesticides
Acid Herbicides
Base/ Neutral Extractable Organics
Acid Extractable Organics
Purgeable Organics (VOA bottle reg'd)
Phytoplankton
Sampling Point %
2
Conductance at 25 C
94
Water Temperature (C)
10
D.O. mg/I
300 1•
pH
400 I•
Alkalinity
pH 8.3
82244
pH 4.5
431
Acidity
pH 4.5 pH 8.3
82243 82242
Air Temperature (C)
20
/ e
Salinity %
480
Precipltlon an/day)
45
Cloud Cover %
32
Wind Direction (Deg)
_36
Stream Flow Severity
1351
Turbidity Severity
1350
Wind Velocity M/H
35
Mean Stream Depth ft
64
Stream Width ft.
4

RIVER BASIN
DIVISION OF ENVIIRONMENTAL MANAGEMENT OER QUALITY FIELD -LAB FORM (DM
COUNTY etPRIORITY SAMPLE TYPE
AMBIENT ❑ QA
❑ STREAM
IDCOMPLIANCE CICHAIN .2 LAKE
OF CUSTODY
❑ EMERGENCY ❑ ESTUARY
REPORT TO: ARO FRO MRO RRO WaR0 WiRO WSRO
AT BM
Other
Shipped by:
Bus Courier, Staff, Other
COLLECTOR(S):
Estimated BOD Range: 0-5/5-25/25-65/40-130 or 100 plus
Seed: Yes ❑ No ❑ Chlorinated: Yee ❑ No ❑ REMARKS:
STATION LOCATION:
Station
L-YiJC.3o f (,_ U?
1:
2
3
4
7
Ogi BOD5 310
COD High 340
COD Low 335
Coliform: MF Fecal 31616
Coliform: MF Total 31504
Imp Coliform: Tube Fecal 31615
Coliform: Fecal Strep 31673
t` Residue: Total 500
DgxG $egin (yy/mm/dd)
� 1Jl SC� 101 1 -�
mg/1
mg/I
mg/I
/100m1
/100mI
/100m1
/100m1
mg/I
Volatile 505
mg/I
9
10
11
12
13
14
15
16
17
• Fixed 510
Residue: Suspended 530
Volatile 535
Fixed 540
pH 403
Acidity to pH 4.5 436
Acidity to pH 8.3 435
Alkalinity to pH 8.3 415
mg/1
mg/1
mg/1
mg/I
7,0 units
4]
mg/1
mg/I
mg/1
18X
19
Alkalinity to pH 4.5 410
TOC 680
mg/1
F�
mg/1
20
Turbidity 76
NTU
Time Begin
f ('{3
Date End
Time End
Chloride 940
mg/I
CM a: TrI 32217
ug/I
Ch1 a: Corr 32209
ug/I
Pheophytin a 32213
ug/I
Color: True 80
Pt -Co
Color:(pH ) 83
ADMI
Color: p11 7.6 82
ADMI
Cyanide 720
mg/1
Fluoride 951
mg/I
Formaldehyde 71880
mg/1
Grease and Oils 556
tng/1
Hardness Total 900
mg/1
Specific Cond. 95
uhtlros/cm2
MBAS 38260
mg/I
Phenols 32730
ug/1
Sulfate 945
mg/I
Sulfide 745
mg/I
❑ EFFLUENT
❑ INFLUENT
DeptfDtl1 B DBM
ltt11/5
For Lab Use ONLY
//ff
Lab Number: l GC..J
� 1 �
Date Received: 1 I ` -- .) Time: . .. '.
Rec'd b J� I / 1
y�/ (fV I From: Bus -Courier -Hand Del
1 ----) :/{y
A ENTRY BYE � 1� CK: "(1�
, , ,
DATE REPORTED: 4' (-4( / 4: /
Value Type
A H L
NH3 as N 610
mg/I
TKN as N 625
mg/1
NO2 plus NO3 as N 630
mg/I
P: Total as P 665
mg/I
PO4 as P 70507
mg/1
P: Dissolved as P 666
mg/I
CdCadmiurn 1027
ug/1
Cr-Chromium:Total 1034
ug/1
Cu-Copper 1042
ug/1
NI -Nickel 1067
ug/I
Pb-Lead 1051
ug/1
Zn-Zinc 1092
ug/1
Ag-Silver 1077
ug/I
Al -Aluminum 1105
ug/I
Be -Beryllium 1012
ug/I
Ca -Calcium 916
mg/1
Co -Cobalt 1037
ug/I
Fe -Iron 1045
ug/I
Composite
T S 13
Sample Type
C GNXX
Li -Lithium 1132
ug/1
Mg -Magnesium 927
mg/1
Mn-Manganese 1055
ug/1
Na-Sodium 929
mg/I
Arsenic:Total 1002
ug/1
Se -Selenium 1147
ug/I
Hg-Mercury 71900
ug/I
Organochlorine Pesticides
Organophosphorus Pesticides
Acid herbicides
Base/ Neutral Extractable Organics
Acid Extractable Organics
Purgeable Organics (VOA bottle reg'd)
Phytoplankton
Sampling Point %
2
Conductance at 25 C
94
Water Temperature (C)
10
D.O. mg/I
300 I•
pH
400 1•
Alkalinity
pH 8.3
82244
pH 4.5
431
Acidity
pH 4.5
82243
pH 8.3
82242
Air Temperature (C)
20
Salinity%
480
Precl itlon (In/day)
p y
45
Cloud Cover %
32
Wind Direction (Deg)
36
Stream Flow Severity
1351
Turbidity Severity
1350
Wind Velocity M/H
35
tifean Stream Depth ft.
64
Stream Width ft.
4

V DIVISION OF ENVIRONMENTAL MANAGEMENT . ER QUALITY FIELD -LAB FORM '.(DM
0
i / ILC-89')
COUNTY
) PRIORITY
RIVER BASIN tTA- .4771
REPORT TO: ARO FRO MRO RRO. WsRO WIRO WSRO TS ,I_..IAMBIENT
AT BM.
Other
Shipped. by: Bus Courier, St
COLLECTOR(S):
S
eff then
Estimated BOD Range: 0-5/5-25/25-65/40-130 or 100 plus
❑ QA
COMPLIANCE ❑ CHAIN
�j OF CUSTODY
IJ EMERGENCY
STATION LOCATION: 1, [
SAMPLE TYPE
❑ STREAM. D EFFLUENT
LAKE 0 INFLUENT
J.
❑ ESTUARY
For Lab Use ONLY
' • .
Lab Number:I / S) )...f -
Date Received- •"K`7 ' .. Time: }l i
Rec'd ; I From: Bus- Iourie -Hand Del
V.
DATA NTRY B CK
DATE REPORTED:` /O2 ' gg
Seed: Yes ❑ No ❑ Chlorinated: Yes ❑ No ❑ REMARKS:
Station #
G»? Qog ��--
Date Begin (yy/mm/dd)
01 131
.
BODS 310
mg/1
2
COD High 340
mg/1
3
COD Low 335
mg/I
4
7
Coliform: MF Fecal 31616
Coliform: MF Total 31504
Coliform: Tube Fecal 31615
Coliform: Fecal Strep 31673
/I00m1
/100mI,
/I00ml
/100m1
10
11
12
13
14
Residue: Total 500
Volatile 505
Fixed 510
Residue: Suspended 530
pH 403
Volatile 535.
Fixed 540
mg/I
_ r
mg/1
mg/1
m9/!
mg/1
mg/1
units
15
Acidity to pH 4.5 436
mg/1
16
%Acidity to pH 8.3 435
17
18
4(10
19
20.
Alkalinity to pH 8.3 415
mg/1
mg/1
Alkalinity to pH 4.5 410 I�� mg/1
TOC 680
Turbidity 76
mg/1
NTU
Time Begin
Date End
Time End
Chloride 940,
mg/I
ChI a: Tr1 32217
v� 'r ug/1
7(
Ch1 a: Corr"32209 .,
j 4, ug/I
Pheophytln a 32213
; r j ug/I
Color: True 80
Pt -Co
Color:(pH ) 83
- ADMI
Color: pH 7.6 82
. ', ADMI
Cyanide 720
' mg/I
Fluoride 951-
mg/I
Formaldehyde 71880
mg/1.
Grease and Oils 556
mg/1
Hardness .Total 900
mg/I
Specific Cond. 95.
2
uMhos/cm
MBAS 38260
mg/I
Phenols 32730
ug/I
Sulfate 945
mg/l
Sulfide 745
.mg/I
Value Type
y4
J
NH3asN610
r -��7
dS
mg/1
7(
TKN as N 625 46
6.
mg/l
NO2 plus NO3 as N 630
mg/1
P: Total as P .665
mg/1
PO4 as P 70507
r t:J -
mg/1
P: Dissolved as P 666
mg/1
Cd-Cadmium 1027 .
ug/I
Cr-Chromium:Total 1034
u13/1 -
Cu-Copper 1042
...ug/1
NI -Nickel 1067
ug/1
Pb-Lead 1051
ug/1 ,•
Zn-Zinc 1092
ug/1
Ag-Sllver 1077 '
ug/I
Al-Aluminum:1105
ug/1
Be -Beryllium 1012
ug/1
Ca -Calcium 916
mg/I
Co -Cobalt 1037
ug/1
Fe -Iron 1045 •
ug/1
Compo
• T S B
Sa Type
f C G GNXX
Li -Lithium 1132
ug/1
Mg -Magnesium 927
m9/1
Mn-Manganese 1055
ug/I
Na-Sodium 929
• mg/I
Arsenic:Total 1002
ug/l
Se -Selenium 1147
ug/I
Hg-Mercury 71900
ug/I
Organochlorine Pesticides
Organophoephorus Pesticides
Acid Herbicides'
Base/ Neutral Extm.able Organics
Acid Extractable'Organics•
Purgeable Organics (VOA bottle reg'd)
Phytoplankton .`.
Sampling,Point %
2
Conductance at 25 C
94
Water Temperature (a
10
D.O. nrg/1 .
300 10
pH
400 1•
Alkalinity
pH 8,3
82244
pH 4.5
431
• Acidity
p1-1-4.5
82243
, .
pH 8.3
82242
Air Temperature (C)
20
Salinity %
480
Precipition (In/day)
45
Cloud Cover %
32
Wind Direction (Deg)
36
Stream Flow Severity
1351
Turbidity Severity
1350'
Wind Velocity M/H
35`
Mean Stream Depth ft.
64
Stream Width ft.
4
n.n to.; ..• 7.0/S6

'For Lab Use ONLY
ENVIRONMENTAL MANAGEMENT
co ii 4* � /"&c -71
RIVER BASIN C _ 74/
REPORT TO: ARO FRO MRO RRO WaRO WIRO WSRO
AOther
BM OtherShied Bus C7105
Staff
, by: Other
COLLECTOR(S):
Estimated BOD Range: 0-5/5-25/25-65/40-130 or 100 plus
Seed: Yes ❑ No ❑ Chlorinated: Yes ❑ No ❑
PRIORITY
ER QUALITY FIELD -LAB FORM (DM
ITIAMBIENT ❑ QA
❑ COMPLIANCE . ❑ CHAIN
OF CUSTODY
❑ EMERGENCY
STATION LOCATION:
REMARKS:
i
SAMPLE TYPE
❑ STREAM
La LAKE
❑ ESTUARY
Lak
EFFLUENT
Lab Number: !
25 ,..i "` `
Date Re v dr/ '
9 ` S Time: -
Rec'd
I From: BtistCourlet-Hand Del ,
DATA ENTRY BY:
i ' CK:
•
DATE REPORTED:
_ "1 — `15
StatEanLT� 0'1 e7-3 Cr
eOD5 310
COD High 340
C OD,Low 335
Coliform: MF Fecal 31616
Coliform: MF Total 31504
Date Begin (yy/mm/dd)
, 0 I,
mg/I
mg/1
mg/1
/100ml
/100m1
-6
Coliform: Tube Fecal 31615
/100m1
'Conform: Fecal Strep 31673
/100ml
8
Residue: Total 500
mg/I
9
Volatile 505
mg/1
10
11
12
13
14
15'
Fixed 510
Residue: Suspended 530
Volatile 535
Fixed 540
WW1 k
H1-403
Acidity to pH 4.5 436
mg/1
mg/I
mg/1
mg/1
units
mg/1
16
17
mil rAcid1ty to pH 8.3 435
Ikallnity to pH 8.3 415
mg/1
mg/1
18
19
20
ram• ti
Alkalinity to pH 4.5 410
TOC 680
Turbidity 76
mg/I
mg/1
NTU
Time Begin
1100
Date End
Time End
Chloride 940
mg/I
Chl a: Tri 32217
ug/1
Chl a: Corr 32209
ug/l
Pheophytin a 32213
ug/1
Color: True 80
Pt -Co
Color:(pH ) 83
ADMI
Color: pH 7.6 82
ADMI
Cyanide 720
mg/1
Fluoride 951 -
mg/1
Formaldehyde 71880
mg/I
Grease and Oils 556
mg/I
Hardness Total 900
mg/I
Specific Cond. 95
uMhos/cm2
MBAS 38260
mg/1
Phenols 32730
ug/1
Sulfate 945
mg/1
Sulfide 745
mg/1
Depth DM D
•
Value Type
A H L
NH3 as N 610
' V,f� mg/1
TKN as N 625
O;/ mg/I
i
/
' /P:
NO2 plus NO3 as N 630
• �,c) mg/I
7
Total as P 665
, 13 .. mg/I
PO4 as P 70507 •
r ' mg/1
P: DIssolved as P 666
mg/1
Cd-Cadmium 1027
ug/1
Cr-Chromium:Total 1034
ug/1 '
Cu-Copper 1042
ug/1
NI -Nickel 1067 .
ug/i
Pb-Lead 1051 ,
ug/1
Zn-Zinc 1092
ug/1
Ag-Silver 1077
ug/►
Al -Aluminum 1105
ug/I
Be -Beryllium 1012
ug/1
Ca -Calcium 916
mg/I
Co -Cobalt 1037
ug/I
Fe -Iron 1045
ug/1
Composite
T . S B
Sama,1e`T
r'C V GNX .)
Li -Lithium '1132
ug/1
Mg -Magnesium 927
Mn-Manganese 1055 •
ug/1
Na-Sodium 929
mg/I
Arsenic:Total 1002
ug/1
Se-Sefenlum 1147
Hg-Mercury 71900
ug/l
ug/1
Organochlorine Pesticides
Organophosphorus•Pesticides .
Acid HerbictdesR
Base/ Neutral Extrable Organics
Acid Extractable Organics
Purgeable Organics (VOA bottle reg'd)
Phytoplankton
•
J
ling Point X
Conductance at 25 C
94
Water Temperature (C)
10
D.O. mg/I '
300 1•
pH - _
400 I•
Alkalinity
pH 8.3
82244
pH 4.5
431
Acidity
pH 4.5
82243
•
pH 8.3
82242
Air Temperature (C)
20 '
•
Salinity %
480
Precipltion (In/day)
45
Cloud Cover %
32
Wind Direction Deg)
36
Stream Flow Severity
1351
Turbidity Severity
1350
Wind Velocity M/H
35-
can Stream Depth ft
64
Stream Width ft
4

tuft of IJTrankftn
yr j West Main Street
Franklin, North70 Carolina 28734
[phone]
February 4, 1992
•
Mr. Randy Kepler - Environmental Engineer
Department of Environment, Health and Natural Resources
Division of Environmental Management
512 North Salisbury Street
Raleigh, NC 27604
RE: Plant Modification Application
Permit No. NC0021547
Town of Franklin WWTP
Macon County
Dear Mr. Kepler,
NIL,0“e_ .dJd. t Aea
qv/17'0+4;A'
As you are aware, we have recently submitted a permit application
to your office for plant expansion to 1.65 MGD. We are presently operating
on a permit with a flow limitation of 0.75 MGD.
Prior to acceptance of our permit application and subsequent plant
expansion, we expect our wastewater flows to the plant to be in excess
of the amount allowed by our present permit. Last year we, on several
occasions, have received flows at or slightly above our permitted amount
(0.75 MGD). This usually occurred after a substantial rainfall event.
In order to allow for our normal growth to continue, we respectfully
request an interim limitation of 1.0 MGD. The BOD, T&R and fecal limitations
could remain the same. We plan on achieving our effluent limitation
at the increased flow rate by the introduction of polymers influent to
the clarifier. We also plan on monitoring our flows and plant operation
carefully during the interim period. We believe through attentive and
careful plant operation we can successfully treat the higher flows at
our wastewater treatment plant.
We hope for a favorable response to our request. Should you require
any additional information, please do not hesitate to contact our office.
Sin :rely,
David E. Henson
Mayor
no Mr. Bill Anderson - Asheville Regional Office
McGill Associates, P.A.
cz•e'Lcc
too, ‘Ipm
iK a SSE$
s7-.

TO: PERMITS AND ENGINEERING UNIT
WATER QUALITY SECTION
DATE: February 3, 1992
NPDES STAFF REPORT AND RECOMMENDATION
COUNTY Macon
PERMIT NUMBER NC0021547.
PART I - GENERAL INFORMATION
1. Facility and Address: Town of Franklin
70 West Main Street
Franklin, N. C. 28734
CEIVED
FEB 0 6 jgge
steparr swot
2. Date of Investigation: January 28, 1992
3. Report Prepared By: W. E. Anderson 4
4. Persons Contacted and Telephone Number: Jim Williamson
704-524-2516
5. Directions to Site: From the intersection of US 441 Bus. and NCSR
1324, travel north on NCSR 1324 one mile to a private road on the
left. The treatment plant is approximately 1/2 mile down the
private road.
6. Discharge Point(s), List for all discharge points:
Latitude: 35°12'06"
Longitude: 83°22'57"
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. 167-NW(G5NW) USGS Quad Name Franklin
7. Size (land available for expansion and upgrading): N/A
8. Topography (relationship to flood plain included): Flat, in
flood plain.
9. Location of nearest dwelling: 2000 feet
Page 1

10. Receiving stream or affected surface waters: Little Tennessee
River
a. Classification: "C"
vs
b. River Basin and Subbasin No.: Little Tennessee 0404,E
c. Describe receiving stream features and pertinent downstream
uses: This discharge is into the back waters of Lake Emory.
The stream has been designated critical habitat for the
endangered species Spot Fin Chub.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
1. Type of wastewater: 99 % Domestic
01 % Industrial
a. Volume of Wastewater: 1.650 MGD (Design Capacity),1.0 MGD
interim flow limit
b. Types and quantities of industrial wastewater:Discharges
associated with normal small town businesses,
landfill leachate.
c. Prevalent toxic constituents in wastewater: Chlorine
d. Pretreatment Program (POTWs only):
in development approved
should be required not needed At this time
2. Production rates (industrial discharges only) in pounds per day:
N/A
a. Highest month in the past 12 months: N/A s/day
b. Highest year in the past 5 years: N/A s/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):
Proposed upgrade using activated sludge process. Proposed interim
flow increase for existing facility based on use of polymer to
improve final clarifier efficiency.
5. Sludge handling and disposal scheme: The Macon County landfill
is being closed out and will accept sludge until the closeout is
complete. The new Macon County Landfill will accept sludge from
this facility.
Page 2

6. Treatment plant classification: Less than 5 points; no rating
(include rating sheet, if appropriate). Grade III
7. SIC Codes(s): 4952
Wastewater Code(s): Primary 01 Secondary
Main Treatment Unit Code: 050-1
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant funds
(municipals only)? No
2. Special monitoring requests: None
3. Additional effluent limits requests: None
4. Other:
PART IV - EVALUATION AND RECOMMENDATIONS
This is a request for permit modification to allow construction of
facilities to increase the treatment capacity to 1.65 MGD. We
should keep in mind that the facility discharges to waters which
are critical habitat for endangered species.
Discussion with the engineers indicated that the Town will request
an interim flow limit for the existing facility of 1.0 MGD. This
request is based upon increased clarifier efficiency as a result
of using polymers.
If all regulatory requirements for permit modification submissions
are met, it is recommended that the permit be modified and
issued to allow expansion of the facility. An interim flow limit
of 1.0 MGD with no change in other effluent limits is appropriate.
Signature of Report Preparer
V4ter Quality Regional Supervisor
9�-
Date

•
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WO, I;;�: :�; il f 1 /\ ;`.;11-Ic/\11(_)fi Or- ► !=.(:li i i is
•
•
Nance of Plant: ow, o -f' Fya n k
Owner or Contact Person: Co). f-(en so,-?
Mailing Address: jr7 cu. mat'..)
County: M?,,i Telephone: 7,9(f ..S'.2't .2SI 6
NPDES Permit No. NC002tS 7 Nondisc. Per. No.
lssueDate: Expiration Date:
Existing Facility New Facility Uplva.0
Rated By: W. . AnJevsor, Date: ) q --z,, 9
Reviewed (Train. & Cert.) Reg. Office ,LLS-1�r�
Reviewed (Train. & Cert.) Central Office
ORC loth c 1.1 e PYi'c e _
Grade
Plant Class: (circle one) 1 II
IV Total Points 61
POINTS
Industrial Pretreatment Units and/or
Industrial Pretreatment Program
(see definition No. 33) 4
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 (4) (d) and (11) (d))
0 -- 20.000 1
20.001 -- 50.000 2
50,001 -- 100.000 3
100,001 -- 250,000 4
250,001 -- 500.000 5
500,001 --1.000.000
1,000,001 -- 2,000.000 10
2,000,001 (and up) - rate 1 point additional for each
200.000 gpd capacity up to a
maximum of 30
I.6s
(3) PRELIMINARY UNITS (see definition no. 32)
(a) Bar Screens 1
or
(b) Mechanical Screens, Static Screens or
Comminuting Devices 2
(c) Grit Removal 1
or
(d) Mechanical or Aerated Grit Removal 2
(e) Flow Measuring Device 1
or
(f) Instrumented Flow Measurement
(g) Preaeration
Design Flow (gpd) :
(h) Influent Flow•Equalization
(i) Grease or Oil Separators -
Gravity
Mechanical
Dissolved Air Flotation.
(j) Prechlorinalion
2
2
2
3
8
5
(4) PRIMARY TREATMENT UNITS
(a) Septic Tank (see definition no. 43) 2
(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)
(5) SECONDARY TREATMENT UNITS
(a) Carbonaceous Stage
(i)Aeration - High Purity Oxygen System 20
Diffused Air System
Mechanical Air System (fixed,
floating or rotor) 8
Separate Sludge Reaeration 3
(ii) Trickling Filter
High Rate 7
Standard Rate 5
Packed Tower 5
(iii) Biological Aerated Filter or Aerated
Biological Filter 1 0
(iv) Aerated Lagoons 1 0
(v) Rotating Biological Contactors i 0
10
(vi) Sand Filters-
intermittenl biological 2
recirculating biological 3
(vii) Stabilization Lagoons
(viii)Ctarilier
(ix) Single stage system for combined
carbonaceous removal of BOD and
nitrogenous removal by nitrification
(see def. No. 12) (Points for this item
have 10 be in addition to items (5) (a)
(i) through (5) (a) (viii) 8
(x) Nutrient additions to enhance BOD
removal 5
(xi) Biological Culture ('Super Bugs') addition
to enhance organic compound removal 5
(b) Nitrogenous Stage
(i) Aeration - High Purity Oxygen System 20
Diffused Air System 1 0
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 1 0
(iv) Rotating Biological Contactors 1 0
(v) Sand Filter -
intermittent biological 2
recirculating biological 3
(v l) Clatilier 5

;) Ton IAE '' Oti ADVANCLD TRLATMLrrI U,4i 1
(a) Activated Carbons F3cds
without carbon regeneration
with carbon regeneration
(b) Powdered or Granular Activated Carbon Feed
without carbon regeneration 5
with carbon regeneration 1 5
(c) Air Stripping 5
(d) Denitrification Process (separate process) 1 0
(e) Electrodialysis 5
(i) 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)
(i) on agriculturally managed sites (See def.
No. 4) 10
(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
Microscre ens 5
Phosphorus Removal by Biological Processes
(See def. No. 26)
Polishing Ponds -
(i)
(j)
(k)
(I) Post Aeration -
without aeration
with aeration
cascade
diffused or mechanical .
(m) Reverse Osmosis
(n) Sand or Mixed -Media Filters - low rate
high rate
(o) Treatment processes for removal of metal or
cyanide .. 15
(p) Treatment processes for removal of toxic
materials other than metal or cyanide
i SLUDGE TREATMENT
(a) Sludge Digestion Tank - Heated 1 0
Aerobic
Unhealed 3
(b) Studge Stabilization (chemical or thermal) 5
(c) Studge Drying Beds - Gravity 2
Vacuum Assisted 5
(d) Studge Etutrialion 5
(e) Sludge Conditioner (chemical or thermal) 5
( f ) Sludge Thickener (gravity) 5
(g) Dissolved Air Flotation Unit
(not applicable to a unit rates as (3) (i) 8
(h) Sludge Gas Utilization (including gas storage) .. 2
(i) Sludge Holding Tank - Aerated 5
Non -aerated 2
(j) Sludge Incinerator (not including activated
carbon regeneration) 1 0
(k) Vacuum Filler, Centrifuge or Filter Press or other
similar dewatering devices
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 0
- 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
(c) Landfilled (burial)
(9) DISINFECTION
(a) Chlorination
(b) Dechlorination
(c) Ozone 5
(ri) Radiation .
(8)
5
15
20
2
5
0
5
5
2
5
(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:
5
5
5
5
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 5
(d) Pumps •
(e) Stand -By Power Supply - 3
(1) Thermal Pollution Control Device 3
TOTAL POINTS
CLASSIFICATION
Class 1 5 - 25 Points
Class II 26- 50 Points
Class III 51- 65 Points
Class IV 66- Up Points
6I
Facilities having a rating of one through four points, inclusive,
do not require a certified operator. Classification of all other
facilities requires a comparable grade operator in responsible
charge.
1 5 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.
Facilities having treatment processes for the biological removal
of phosphorus will be assigned a minimum classification of Class
Ill.
In -plant processes and related control equipment which are an
integral part of industrial production shall not be considered waste
treatment. Likewise. discharges of wastewater from residences
having a design flow of 1,000 gpd or less, shall not be subject to
rating.
ADDITIONAL COMMENTS: