NC0044440_Wasteload Allocation_19890417

NPDES DOCUHENT SCANNIN`: COVER SHEET
NPDES Permit:
NC0044440
Cherryville WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Technical Correction
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
April 17, 1989
This document is printed on reuse paper - ignore any
content on the re-srerse side

PERMIT NO.: NCO° yam( y yG
FACILITY NAME:
Facility Status:
(circle one)
NPDES WASTE LOAD ALLOCATION
7 wLA`s
C_i-:2:1L2.i lie LL'
EX1671N0
PROPOSED
Permit Status: i RENEWAL MOCIIICAMON3 UNPERMrl7E) NEW
(circle one)
Major !Minor,
Pipe No:
Design Capacity (MGD)•
- SQQ 2•wc. A
s�M 3/11 f1 -
Domestic (% of Flow):
Industrial (% of Flow): _ `- •7_/
Comments: T-AEv
`L-L rrS ZJ LA 40 v
i
o 'riAC.0
cGn�stb�2tns � w�ct)L�t� rtfGi4
SUt 3l1/14
CXNSZ� uC
RECEIVING STREAM:
Class: C G
Sub -Basin- S
� V
Reference USGS Quad: r- 1 L. t" (please attach)
County:
Regional Office: As Fa LMp' Ra Wa WI WS
(elude ens)
Requested By:
Prepared By:
Reviewed Bv:
1
nt71gN C�4Llt
Date:
Date: 911 1 g 5
Lt-f-r
PLOTTED
Modeler
Date Rec.
1L
S05 1
Drainage Area (mil) `i • q
Avg. Streamflow (cfs)- S2•0
7Q10 (cfs) Winter 7Q10 (cfs)' • ° 30Q2 (cfs) VI •
Toxicity Limits: IWC 33._1 % (circle one) Acute / hroni�
Instream Monitoring: r
�,,,,, / J (n 0 Cw, r � {- Q c 4 (�.�X„ .
Upstream V Location ° 0
4cA,
Downstream Location N C O 2
Sc� L <q'+0le tk.0 41 —Q. ro l oS&G etOUx
-v vJ -1- L o vt S-Irro P •
Parameters
Effluent
Characteristics
Summer
Winter
BOD5 (mg/1)
3 0
3 0
NH3 N (mg/1)
Vi
D.O. (mg/1)
5
TSS (mg/1)
3 O
3 D
F. Col. (/100m1)
t o o°
\ 0 0 0
pH(SU)
6 - ct
6-G
COLA vv1N ,, vvi(. 1 ii,,)
s . CI
S. G
\6tJaCiAsr
ILa.w
N'a..<1
it)
"1y.2
-1y.2
G-40, v\ Ai [,,A,ptio
tq.
WIC/1 pa,.,,a is k o
Comment • -!"

HAZEN AND SAWYER, P.C.
CONSULTING ENGINEERS
March 13, 1989
fec
Mr. Juan Mangles
North Carolina Department of Natural
Resources and Community Development
Technical Support Unit
Post Office Box 27687
Raleigh, North Carolina 27611-7687
Subject: City of Cherryville
NPDES Discharge Permit
Annexation Area
H&S No. 6145
Dear Mr. Mangles:
REIrje/i/ril
M,4R6 198,7
( sip
V/Qs
In response to your inquiry of Ralph Childers, Jr. of the City of Cherryville,
we wish to inform you that the City of Cherryville will relinquish the subject
discharge permit.
Please do not confuse this permit with the discharge permit for the City of
Cherryville wastewater treatment plant, Permit No. NC0004444.
Please let us know if you need any additional information from us.
Very truly yours,
HAZEN AND SAWYER, P.C.
Recil H. Wright, P.E.
Principal Engineer
RHW/kf
cc: Mrs. Janice Hovis, City Manager
Mr. Ralph Childers, Jr., Superintendent of Plants
TWO PARKWAY PLAZA, SUITE 170 / 4828 PARKWAY PLAZA BLVD. / CHARLOTTE, NORTH CAROLINA 28217
704-357-3150
CHARLOTTE•RALEIGH•HOLLYWOOD, FL.•NEW YORK, NY

~
^
^
/
/
Facility Name:
NPDES No.:
Type of Waste:
Status:
Receiving Stream:
Classification%
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Quad:
Wastef]ow (mgd):
B[D}5 (mg/l):
NH3N (mg/l):
DO (mg/l):
TSS (mg/l):
Fecal coliform (0/100ml):
pH (su):
Cadmium (ug/l):
Chromium (ug/l):
Nickel (ug/l):
Lead (ug/l):
Cyanide (ug/l):
Toxicity Requirement:
w&Won 01� EIVVIRONmEr4TAL^ARAGswmm
�
�4R 20 /aouest No.: 5�� �l V11
WASTELOAD ALLOYATION FORM '— --
7� �
i muoONanFf*s Q
Cherryv WWTP (Pr� �sed L�catzon�
N00044440-
�n�u�trial
66.25 % Domestic; 33.75
Existing/Modification
Indian Creek
C '
030835
Lincoln �
Mooresvill
David Fo_
890112
F 13 NE�
EXIST.
SUMMER
2.00
30
13
5
30
1000
6-9
-
IRECE1area: 4 00
--~`����KV8��� 7Q10: �6.10
-~~� ,
58.00
19.00
���/���k�»��U� '/
«��^"��'
/§8� �1 ',_u """` �� ',"�
p[RQ|TS & [NWLNC
8�
2a Meg 30Q2:
^ ,
LICK FORK INPIAN CREEK
LOCATION /LOCATION
EXIST.
WINTER
2'
30
1000
6-9
�
sq mj
cfs
cfs
cfs
cfs
PROPOSED PROPOSED
SUMMER W
2'00 2.
������
�����~»AW
5
Q�� 0��8U9 30
APR -~ -
1000 1000
P[RPAITS & r |NG6
5.9 5. �
148.4 148.�
14G,4 148.4
74.2 74.2
14'8 14.8
�����������
Ux����~»��_''
Recommended Chronic Toxicity - QRTRLY -
--INSTREAM MONITORING ----------------------------
Upstream (Y/N): Y Location: 100 ft. above the outfall
Downstream (Y/N): Y Location: At NCSR 1002
----------------------------- COMMENTS -----------------------------------
The following parameters shnuld be monitored at the effluent:
Copper, Zinc and Phenols.
The Following instream parameters should be monitored: temp., cond.,
DO, and fecal coliform.
These set of limits apply only if the existing outfall is relocated to
discharge into Indian Creek, and
not constructed.
Recommended by:
Reviewed by
Tech Support Supervisor:
Regional Supervisor:
prrmi+s & Froi"e�ri�o:
thp prkrwsed Cherryville WWTP # 2 ��:
% ���/�u�
Date: v� /o ,
-- - -'---
�
~_ -~
w
YV Q hU

Facility Name v e ww� e Permit # V c 4 4 ti 0
it o� a OE M }(04, Q P
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *February 1987) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is 34 % (defined as treatment two in the North Carolina procedure
document). The permit holder shall perform quarter& monitoring using this procedure to establish
compliance with the permit condition. The first test will be performed after thirty days from
issuance of thispermit duringthe months o . r . _ J a �_ . Effluent
f /'�� �, /1 -cepp, . .
sampling for this testing shall be performed at the NPD8 p6rmifiei final effluent discharge below
all treatment 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: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
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 C. ( cfs
Permited Flow2•O MGD Recommended by:
IWC% 3 3.
Basin & Sub -basin 0 3p 8 3S
Receiving Stream. a�n c�K. ou�,
County LAhco1vt Dat 3J ! 18\641-4J‘
**Chronic Toxicity (Ceriodaphnia) P/F at3'f %, ctr) T See Part 3 , Condition I'.
SeQe.

NPDFS PRETREATMENT INFORMATION REQUEST FORM
FACILITY NAME:
C,\r7 o Cot.cyo ► u c NPDES NO. NCO . 4 j o
REQUESTER: ,)k (o
DATE: / ,S"" / REGION: `
�1 rnc�c�-u ► u�
PERMIT CONDITIONS COVERING PRE RFAZI+ F r
v
This facility has no SIUs and should not have pretreatment language.
This facility should and/or is developing a pretreatment program.
Please include the following conditions:
Program Development
Phase i due //_
Phase II due / /
Additional Conditions
(attached)
This facility is currently implementing a pretreatment program.
Please include the following conditions:
Program Implementation
Additional Conditions
(attached)
SIGNIFICANT INDUSTRIAL, USERS' (SIUs) CONTRIBUTIONS
SIU FLAW - SAL:
- COMPOSITION:
TEXTILE: 0, b
METAL FINISHING:
OMER: 1 f ck 'c ,
MGD
MGD
o,v-5 MD
112)
MGD
MD
HIMDWORKS REVIEW
PARANEI'II2
Cd
Cr
Cu
Ni / , 0 8 2
Pb .
/93Zn ,3
— /► I/2
/� .0y
Phenol
DAILY LOAD IN LBS/DRAY-
IALLAKILE DQMESTIC pErearrED ROE
,37- • 05 lo—o5
./
Other
.Sb3
bib
5 b 3
331
-1
/ Q / �� REVIEWED.�
RECEIVED: BY: RETURNED:

t
Sf4 It POVCti
SUMMER
SUMMER NBOD ALLOCATION
NEW LOCATION/NO WWTP # 2
---------- MODEL RESULTS ----------
Discharger : CITY OF CHERRYVILLE WWTP
Receiving Stream : INDIAN CREEK
The End D.O. is 5.17 mg/l.
The End CBOD is 1.17 Prig /l.
The End NBOD is 28.36 mg./I.
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow,
(mg/l) Milepoint Reach # (mg/l} (mg/l) (mg/l} (mgd)
Segment 1 5.10 1.70 2
Reach J. 0.00 115.00 5.00 2.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000

*, SUMMARY DATA f f ! :.f.
Discharger ,; CITY OF (::;1•-1 Ew R R ; V :1: L.. L.. E W W T F E i..! i. s 1:'s :t -- :i ,- t 020835
Receiving S I N ) : i'�"`t •! CREEK Stream Class C
Summer 7010 6.1 Winter 7010 2 16.
Desi.gYi Temperature tune 25.
:LENGTH! SLOPE VELOCITY 1 DEPTH! Kd Kd 1 Ka 1 Ka 1 1:,►i 1 KN KNR 1 KNR 1
1 mile 1 fii ps 1 i esigni . 0' ldesi nI ' !design: 2t� !design: 20'
�t f ft d 02 q 320 d E {1 � (`
I 1
I ,
Segment 1 1 1.101 7.501 0.284 1 1.48 1 0.30 1 0.24 : 4.28 I 3.841 0.44 10.30 1 0.44 1 0.00 I
Reach 1 1 1 1 1
Segment
I 7j I 1 1 I 1 ! I r t 0.44 ! 0.30 I 0.44 • I
�ee3l�en{�, 1 1 ,?.,.)1 7.501 0.287 1 1.50 1 0.301 0.24 4.31 I �.8 1 1 � 0.00 I
Reach 2 1 1 1 1 1 1 1 I
1 1 1 , 1 1 i 1 r
1 1 1 1 1 1 . 1 i
Segment 1 1 1.001 7.501 0.288 1 1.51 1 0.30 1 0.24 1 4.34 1 3.891 0.44 1 0.30 1 0.44 1 0.00 1
n 1 1 1 1 1 1
:teach 3 1 : 1 1 1 1
1 Flow 1 .s }10 .. 1 N d t D.O.
1 i= fps 1 I » _ fnc / .. 1 Pi1i t 1 .� mg .
Segment :1. Reach
Headwaters:
WastetI1.( c 1 I3.100 �1 0.000 1115.000 -j1 '17.440
n 000
He.adw »stet s 1 6. .1.00 1 2.000 : 1 ..0w�w) 1
Tributary ibutctr'y 1 0.000 1 .'... {:;){_){_) 1 1... 000 1 7.440
* Runoff f`''fr 1 0.140 1 P.000 1 1.000 1 7.440
2
r
Segment I Reach
Waste 1 0.000
..000 1 0.000 ; 0.000 1 0.000
Tributary 1 {�? ,. i ;o 1 2.000 1 1.. i�)00 1 7.440
✓ Runoff 1 0.140 1 2.000 1 1.000 1 7.440
Segment :1. Reach 3
Waste 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.110 1 2.000 1 1.000 1 7.440
* Runoff 1 0.140 1 2.000 1 1.000 1 7.440
.z . Runoff flow is in c ' f' s 7 in :i..1. Ii.?

���
.4
SUMMER
SUMMER NBOD ALLOCATION
NEW LOCATION/NO WWTP it 2
i Seg # | Reach # | Seg Mi D.O. | CBOD NBOD Is Flow �
1 1 Or 6.62 1.33 39.41 9.20
1 1 0.50 5.74 1.29 87.31 9.27
1 1 1.00 5.28 1.25 35.33 9.34
1 2 1.00 5.33 1.27 34.43 9.59
1 2 1.10 5.2B 1.27 34.06 9.60
1 2 1.20 5.28 1.26 83.69 9.62
1 2 1.30 5.19 1.25 33.33 9.63
1 2 1.40 5.16 1.25 32.97 9.65
1 2 1.50 5.13 1.24 32.62 9.66
1 2 1.60 5.11 1.23 32.27 9.67
1 2 1.70 5.10 1.23 31.92 9.69
1. 3 1.70 5.12 1.23 31.57 9.80
1 3 1.80 5.11 1.23 31.24 9.81
1 3 1.90 5.11 1.22 30.90 9.83
1 3 2.00 5.11 1.21 30.57 9.84
1 3 2.10 5.11 1.21 30.25 9.85
1 3 2.20 5.11 1.20 29.92 9.87
1 8 2.30 5.12 1.19 29.61 9.88
1 3 2.40 5.13 1.19 29.29 9.90
1 3 2.50 5.14 1.18 28.98 9.91
1 3 2.60 5.15 1.18 28.67 9.92
1 3 2.70 5.17 1.17 28.36 9.94
| Seg # � Reach # � Seg Mi � D.O. CBOD NBOD Flow |

Jk * �t-i«�eooc(f
Discharger
Receiving Stream
SUMMER �
SUMMER CBOD'ALLOCATION
NEW LOCATIO /NO WWTP # 2
---------- MODEL RESULTS ----------
: CITY OF CHERRYVILLE WWTP �
: INDIAN ['REEK |
The End D.O. is 5.03 mg/l.
The End CBOD is 12.46 moll.
The End NBOD is 22.32 mg/l. i
Segment 1
Reach 1
Reach 2
Reach 3
DO Min
(mg/l}
4.98
Milepoint Reach #
1.70 2
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/l) (mgd)
43.00 90.00 5.00 2.00000
0.00 0.00 0.00 0.00000
0.00 0.00 0.00 0.00000

Discharger
Receiving StreaIf?
Summer 7010
Design Temperature;
*** MODEL SUMMARY .DATA ***
CITY OF CHERR ` ll I LL"E Wt4TF
:I Nn I AN CREEK
.:
ice« 1
Subba=..i i i " 030835
r1... 5
Stream c:i.i::ts :>» C
Winter 7010 3 16.
!LENGTH! SLOPE: VELOCITY 1 DEPTH; Kd 1 Kd 1 Ka 1 Ka I KN I KN 1 KNR KNR
1 mile : ft/:ail fps I ft !design: i20' :designs C4° :design! n4° :design: 320'
Segment 1
r
Reach 1
1.101 7.501
0.284 1 1.48 1 0.30 0.24 1 4.28 1 3.841 0.44 1 0.30 1 0.44 1 0.00 1'
f f
1 s
Segment 1
Reach 2
1 , t
t Ili III
1 0.70: 7.501 0.287 1 1.50 1 0.30 1 0.24 : 4.31 1 3.871 0.44 1 0.30 1 0.44 1 0.00 1
1 , 1 1 1 1 1 1 1
1 1 1 1 t 1 1 1 1
Segment 1 1 1.001 7.501 0.288 1 1.51 : 0.30 : 0.24 1 4.34 1 3.89: 0.44 1 0.30 1 0.44 1 0.00
Reach 3 1 1 I
Flow : CEf(::ID 1 t'1ICIDD 1
I c'f s 1 mg / 1. I mg / 1 I
Segment 1. Reach 1
Waste s 3.100 : 43.000 i 90.000
Headwaters: 6.100 I 2.000 1 1.000
Tributary I 0.000 I 2.000 1 1.000
* Runoff f 0.140 I E. .. 000 : :1 «000
Segment 1. Reach 2
Waste 1 0«000
Tributary 1 0..250
* Runoff 1 0.140
Y Reach _
Waste
Sis�'g Segment I 31"i tit �...r' 1. e i 0.000 1
Tributary 1 0.110 1
* Runoff 1 0.140 1
0.000 1s
2«0_?c? I
2.000 11
4 . Runoff flow is in c: f t::s / m :i.1 «
0.000 I
1.000 I
1.000 1
0«0f70 1
1.000 1
1.000 1
D.O.
mg/1
5.000
7.440
7.440
7.440
0.000
7.440
7.440
0.000
7.440
7.440

SUMMER !
SUMMER CBOID) CATION
NEW LOCATI /NO WWTP # 2
| Seg If | Reach # < Seg Mi D.O. CBOD NBOD | Flow' <
1 l 0.00 6.62 15.82 30.99 9,20
1 J. 0.50 5.69 15.21 29.34 9~27
1 1 1.00 5.19 14.64 27.7rl 8 9|34
1 2 1.00 5.24 14.31 27.08 59
1 2 1.10 5.18 14.20 26.79 60
1 2 1.20 5 13 14.09 26 50 962 . . . '
1 2 1.30 5.09 13.99 26.22 963
1 2 1.40 5.05 13.88 25.93 9 65
1 2 1.50 5.02 13.78 25.66 9-66
�
1 2 1 . 60 5 00 18 67 25 38 9 67
. . . .
1 2 1.70 4.98 13.57 25.11 9.69
1 3 1.70 5.00 13.44 24.84 980
1 3 1.80 4.99 13.34 24.57 9.81
1 3 1.90 4.98 13.24 24.31 9,83
1 3 2.00 4.98 13.14 24.05 9�84
1 3 2. 10 4.918 13.04 23. 80 9 85
. .
1 3 2.20 4.98 12.94 23.54 9,87
1 3 2.30 4.99 12.84 23.29 91.88
1 3 2.40 4.99 12.75 23.04 9.90
1 3 2.50 5.00 12.65 22.80 9.91
1 3 2.60 5.01 12.56 22.56 9.92
1 8 2.70 5.08 12.46 22.32 9�94
| Seg # Reach # | Seg Ili D.O. CBOD NBOD Flow

'`
Discharger
Receiving Stream
---------- MODEL RESULTS
: CITY OF CHERRYVILLE WWTP
: INDIAN CREEK
The End D.O. is 4.99 mg/l.
The End CBOD is 17.22 mg/l.
The End NBOD is 19.58 mg/l.
SLIMMER
80/17 DO=5
NEW LOCATI�N
!
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach # (mg/l> (mg /l> (mg/1) (mgd)
Segment 1 4.95 2.10 3
Reach 1 60.00 76.50 5.00 2.00000
Reach 2 0.00 0.00 0.00 0.00000
Reach 3 0. 00 0. . 00� 0 00 0.00000
�

f•Y
* * * MODEL SUMMARY T DATA ***
Discharger „ CITY OF CHERRd 1L1E 4WTP SuL1a ••030835
Receiving Stream INDIrn1N CREEK Stream Class: C
.•
'tisyu rn n e r 7 C 11ii0 t� 1 n 6.1 Winter 7010 .' 16.
D€:sigfi Temperature: e n 25.
ILENCTHI SLOPE: VELOCITY s DEPTHI Kd s Kd t Ka ! Ka 1 1;N KN KNR 1 KNR
smile ; ftlmil fps 1 ft ;design1 3200 ;designs 320¢ :design: 320¢ ;designs 3204
1
Segment 1 = 1.101 7.50; 0.284 ; 1.48 ; 0.30 3 0.24 3 4.28 1 3.841 0.44 : 0.30 } 0.44 1 0.00
Reach 1 1 1 1 1 1 1 1
Segsent 1 1 0.701 7.50; 0.287 s 1.50 1 0.30 1 0.24 1 4.31 1 3.87! 0.44 1 0.30 ; 0.44 ; 0.00 1
Reach 2 1
1 1 ; 1 1 1 1 1 1 1
1 1 1 1 1 1 1 1 1 i
Segment 11 1.00! 7.501 0.288 1 1.51 1 0.30 t 0.24 i 4.34 1 3.891 0.44 i 0.30 1 0.44 1 0.00 1
Reach 3 1 1 11313313
1 1 1 1 1 3 1 1 1
1 Flow 1 CBOD 1 N8oD 1 D.O.
1 {.:.' c=i mg/.1 ; mg/ 1 I mg/1
Segment I Reach 1
Waste 3.100 5 i i..� a (. i..} f»� ! t „ i,_} r..� 1 5.000
Headwaters:
E' ctC� t¢J .=t t a i 6.100 12.000 i 1.000 i 7.440
Tributary ! 0.000 3 2.000 } 1.000 i 7.440
}�' Runoff i�1 0.140 1 2.000 1 1.000 i 7.440
;•!•-]-0.3
Segment I Reach 2
Waste 0.000 I 0.000 1 0.000 1 0.000
Tributary I 0 .. 2 f0 I 14.970 iP5.590 i 5.940
•3 Runoff 0.140 } ,J �..��'} »} 1 1000 1 r"+ %.�.r:.}.�•}
.» a •. 1 n 1 J u r
Segment 1. Reach 3
Waste I 0.000 i 0„00
Tributary I 0.110 t R.r 000
* Runoff I 0.140 I P„ t 100
* Runoff it_Ift flow Gcw is in cf s/: i 1 e
0.000 i 0.000
1.000 j 7.440
1.000 I 7.440

`
~.'�.,
° ,
|
Seg # | Reach # | Seg Mi D.O. CBOD
1 1 O.00 6.62 21.54
1 1 0.50 5.71 20.72
1 1 1.00 5.22 19.93
1 2 1.00 5.24 19.80
1 2 1.10 5.18 19.65
1 2 1.20 5.12 19.50
1 2 1.30 5.07 19.35
1 2 1.40 5.04 19.20
1 2 1.50 5.00 19.06
1 2 1.60 4.98 18.91
1 2 1.70 4.95 18.77
1 3 1.70 4.98 18.58
1 3 18 .0 4.97 18.44
1 3 1.90 4.96 18.30
1 3 2.00 4.95 18.16
1 3 2.10 4.95 18.02
1 3 2.20 4.95 17.89
1 3 2.30 4.95 17.75
1 3 2.40 4.96 17.62
1 3 2.50 4.97 17.49
1 3 2.60 4.98 17.35
1 8 2.70 4.99 17.22
Seg # | Reach # | Seg Mi D.O. CBOD
SUMMER
30/17 DO=5
NEW LOCATION
NBOD Flow |
26.44 9.20
25.03 9.27
23.70 9.34
23.75 9.59
23.50 9.60
23.24 9.62
22.99 9.63
22.75 9.65
22.50 9.66
22.26 9.67
22.02 9.69
21.79 9.80
21.56 9.81
21.33 9.83
21.10 9.84
2O.87 9.85
20.65 9.87
20.43 9.88
20.21 9.90
20.00 9.91
19.79 9.92
19.58 9.94
NBOD Flow |

,,
Discharger
Receiving Stream
WINTER
30/30 DO=0
NEW LOCATION
---------- MODEL RESULTG ----------
: CITY OF CHERRYVILLE WWTP
: INDIAN CREEK
The End D.O. is 8.87 mg/l.
The End CBOD is 10.38 mg/l.
The End NBOD is 13.92
DO Min
(mg/l)
Milepo1nt Reach #
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/l) (mg/l} <mg/l) (mgd)
Segment 1 7.77 0.00 1
Reach 1 60.00 90.00 0.00 2.00000
Reach 2 0.O0 0.00 0.00 0.00000
Reach 3 0.00 0.00 0.00 0.00000

y .1i * MODEL SUMMARY DATA ***
Discharger n CITY OF CHlr'RF:YVIL»t...E WWTP Stu:basin n Or{04:35
Receiving 3 5r Stream g I: ND:#: `ri' CREEK Stream Class: : c
. f .». {». 1.. .r. � �. �•• 1 {»"� \r! �r �� � 'i.-.S i 1 � R J 4 1.». Irx. 4.. 1 .! � M x H .f
Summer 7010 3 6.1 Winter 7010 ,. 16.
Design Temperature: 14.
:LENGTH! SLOPE: VELOCITY DEPTH! d 1 Kd S Ka } Ka 1 K1' 3 KN 1 KNR 1 K%@R 1
1 mile ! ft,iil fps 1 ft ;design! 220° ;design! 220° !design! 720° !design: 220' !
Segment 1 1 1.101 7.50! 0.492 1 1.62 1 0.20 1 0.26 1 4.21 1 4.881 0.19 1 0.30 1 0.19 1 0.00 1
Reach 1 1 1 1 1 1
Segment 1 1 0. 70: 7.50 ! 0.499 1 1.64 1 0.20 1 0.26 1 4.27 ! 4.871 0.19 ! 0.30 1 0.19 1 0.00 1
L 1 3 1 3 1 3 1 1 1 1 1 3
Reach1 1 3 3 3
Segment 1 1 1.001 7. 501 0.503 1 1.66 1 0.20 1 0.26 1 4.30 1 4.911 0.19 1 0.30 1 0.19 1 0.00 1
Reach 3 I 1
1 F 1 c:►w 1 C~11C)D 1 NBOD 1 D.O.
1 c.: •1- -. 1 mg/1 1 mg/1 1 mg/1 1
Segment 3. Reach 3.
Waste Jfre 1 3.100 1 60.000 1 90.000 1 0.000
Headwaters! 16.000 i 2.000 1 1.000 1 9.280
Tributary : 0.000 1 2.000 1.000 1 9.280
• Runoff I 0.330 : R.000 l 1.000 1 9.280
S rim nt .1 Reach 2
Waste 0.000
. {xlµi.Lutt; „ar"y 1 0Rt 5- �
* Rt..tno 1» f 1 0.3710
! 0.000 1 0.000 1 0.000
1 16.870 1 20.510 1 9.310
1 3..} a»� {»�»} S .000 1 9.280
Segment 1 Reach3
Waste 1 0.000 1 0„000 1 0.000 1 0.000
Tributary 1 0.270 1 2.000 1 1.000 1 9.280
'•' Runoff "~ 1 0.330 1 P.000 1 1.000 1 9.280
* Runoff flow is in c'f' s/ m i..1. C:.�

^,
,
"^
WINTER
30/8O DO=0
NEW LOCATION
| Geg # | Reach # | Seg Ili. D.O. CBOD NBOD ( Flow
1 1 0.00 7.77 11.41 15.45 19.10
1 1 0.50 8.09 11.20 15.14 19.27
1 1 1.00 8.33 10.98 14.85 19.43
1 2 1.00 8.37 11.17 15.03 20.08
1 2 1.10 8.41 11.13 14.97 20.11
1 2 1.20 8.45 11.09 14.92 20.15
1 2 1.30 8.48 11.05 14.86 20.18
1 2 1.40 8.52 11.01 14.80 20.21
1 2 1.50 8.55 10.97 14.74 20.25
1 2 1.60 8.58 10.93 14.69 20.28
1 2 1.70 8.61 10.88 14.63 20.31
1 3 1.70 8.62 10.77 14.45 20.58
1 3 1.8O 8.65 10.73 14.40 20.61
1 3 1.90 8.68 10.69 14.34 20.65
1 3 2.00 8.71 10.65 14.29 20.68
1 3 2.10 8.73 10.61 14.24 20.71
1 3 2.20 8.76 10.57 14.18 20.75
1 3 2.30 8.78 10.53 14.13 20.78
1 3 2.40 8.80 10.49 14.08 20.81
1 3 2.50 8.83 10.46 14.02 20.85
1 3 2.60 8.85 10.42 13.97 20.88
1 3 2.70 8.87 10.88 13.92 20.91
| 8eg # � Reach # | 8eg Mi D.O. | CBOD NBOD Flow |

•.o
Facility ,1\,y .1 \.), 1 `P Wasteflow (MGD
Summer/Winter (circle one)
_
1
--
-
1--
-..--.._-,
--4--
__._
_
. .-r...
--._
.
- ...-
-
-
Y
_-,-._
...4
-
i�
_
l,
�_�
-
i
-
-'
.
-1
-
I
-__
;
1
t�-
_L.
-�.--.
1•
-
i
.
_
1
1
1
-
i It•
I0
'2 p
a
NH3-N (mg/1)
Potential effluent limit combinations:
BOD5 NH3.N
Comments
• � . vv\

Ct cd, �.��, C.� (
Q,��
' q o2113,411os
CeveyvVlitt, �wTP
(nX\Sa\ k ‘)
NGu
DA- . t � l Jo 'Fork < l<
SZ Q\O - o. rt -••••\
1..t.l4\o: 1.40
lw C -we.. ski Y.
,J7 rJC
—y
gcSk l®o'L.
89 ort4311y'lSa2
�Yc eco\ut .c)WVJTP
Q A : S8.O
a1
wl %Z VC) : 1ro 3
I uJ C :33:1 .1
C1 . R •v
101 oZ143`Il6lc DA, , ; a
A r S •, p
1 WIQ,�c 0.bj - Z
-i \, V \l \ e ) (.`.. )v .o _\' •fit{ 1J/� V ,1.MI')
,,.,{\ W`'}'I. Z(t^O 1 . 11 11 ) rw)D. O_ 0..' 1 )se.-",
�I t•�,CVY Vti�,P (w1U'�^ol COhiIYUt'1 � ,,,wTPS•r CS) (Eop: 14.g1 oaiv(j,->o.,��L „
t5tw- �.\�, to 6'0 �^ P.
'B'1 0.11t-i'tll6 S o +PL,ow ur,nvvs,u�.,H CW1 c Slob _ '6,Eb -,sr, t tt,-., cettolo.
LS)pgzp- 15•S4 "rHr,,tvtl2 '
QA : 0,10 2tgi1Cl \-\oalflVtnl•w,or�.d 1
S�.�,0; 0,0'1S •Ly.,y) uric/l(,W ,^r-A
Ul, q \O = t1, •L� Co v\ Coco'', "1800k Oa)
` ,,, A) of).A 'a-LLh
t-1Q\,nn \ ,( o� �hgv\n�1 ww1'e♦f� Z wv.•-r* Zwetk rvn,n 1t
RIcnvia
...,.. • P .n.t or7/� \\•fn ..v.V\ l (rwµ) ' ,l D u o'ln (`1"'cwp
.^
. 62 1
1 0
Sal,A : LIS clf 6(
�NQvIL
DA : 41.1
(RA=62
_? GI. V): b.2
b.) 1 16 .
$q o2143'4160o
D(1:0.`t5
4A
SiQID: C,06'
o. 1 A, o` o. 1 "1
0
0.•33
18113\ o21tI =`I ls2s
'8c o2.IN t1RI 2 S'
DA. SO4
g7Qto•.4.6
wlQ.O, tl
'$4 O:1`lj�l�1
S7 Q\0: 0.,1
o,-7Q\O. o..�
t,.
2 .J 1, 0
0 C54 tI 6R
C`\A C �Mn 1
1 . S
S

a„,A
ww'PCW.-1J wik
k `K) IN\ L Gask .
6-1 c44 -' o 4 a� c S ~ . 1 J ckS .
k?r) d,10 . 11,1 c � S
RPM = s8.0cis-e.0 c, St.L1 cc.s
g
t� -- l(� - o 0 0 c�s(�
LS2P = 62 -SZ - L1,0(1.\ 3,G is( :
S , P, z.
S--1 a►o: G6-6,0,1s) - C GO -
6.6C'
aJ,;)% „
- � 1� 3`b
✓ v;4 5�
0
CV+w",
SO = 11 -- 1 fo o. \1 N- p. o t $o'i = p c g(.,,,,, ►'
(,� A = 6tk - ( 2-N. o cy Lk - GS. S`f = ©.0 - o cs.('w,.
st43
(3. q - ( �.6 0.k1) . C. q - 6 ., t - o kq/,.00
wA - t
'i 00J n 0.2"t� = 1g 4. - 11. z1 : 0.1 3 ,00
c�A- - (6y ¥ I.o) 6S = '.o /t.00
(1j ti a s,,,� �\\,%0\< Cv f4
L\14
0, lel
‘,o 0 c&s (M.,
0.41
j
s-)�gko t�- 0 c - ( O,‘\ a Zst o.os - a,� 7-kD,39 2.8 U. 1kt c.s.Mn ,
1, o /
V3--1�ga. 0 - v$.o -- c d.11, s 0.�1) - is - 0-g1l'2 $ _ 0. 3s 4s/4,A)
a P ao 1. (-, - \ .0 } y. -,, 0. Co - 3,2 C Z T.s

2o0
e l e.v
CuM
dist
dist doer.
0
2.i
er1 a I. (1st e.ram,
SIorc C41cutQtc S
S ('
1

° ~,
-
CO
PRETREATMENT HEADWORKS REVIEW v2.0 (1/9/89)
Discharger: City of Cherryville 03/07/89
Receiving stream: _�"?' .� _ `,!
Stream Class: C
7010: 6.100 cfs
Design flow: 2-000 mgd
Actual flow: 0.37 mgd
Percent industrial: 33.75%%
IWC: 33.7 %
Actual Actual
Allowable Domestic Industrial
Pollutant Standard/AL Removal Load Lcad Load
(mg/1) Eff. (lbs/day) (lbs/day) (lbs/day)
_________ ___________ _______ _________ _________ -----------
Cadmium 0.002 S 92% 0,37 0'500 0.025
Chromium 0.05 S 76% 3-06 0'300 0.330
Copper 0.015 AL 82% 0.00 0.140 0.040
Nickel 0.05 S 32% 1.08 0'270 0'260
Lead 0.025 S 81% 1.93 0.390 0'26�
Zinc 0.05 AL 77% 0'00 1.420 0.250
Cyanide 0.005 S 59% 0.18 0,040 0.000
Mercury 0,0002 S 86% 0.05 0.230 0.000
Silver 0.01 AL 94% 6.00 0.010 0.000
Total Predicted Allowable
Influent Background Effluent Effluent
Load Reserve Conc Conc Conc
(lbs/day) (lbs/day) (Mg/1) /gLd'�'/l) (mg/1)
'` ----
____________ _________ ________ ____
- ~ _... . . .._.
Cadmium 0.53 -0.16 � n.ozu�, � o.000-1
Chromium 0.63 2.43 0 0.0490 L 0.1484
Copper 0.18 -0A8 0Y~^ 0.0105 M 0.0445
Nickel 0,53 0.55 0 0.1167 L 0.1484
Lead 0.65 1.28 0 0.0400 L 0.0742
Zinc 1.67 -1'67 0.1244 M O.1484
Cyanide 0.04 0.14 -NV0.0053 L 0.0148
J. 0'010^ L 00001-
0.00CT
4�L � 6.0
uo *^ m^m���� c. '\�»��C, ym
w� ��cr�
��(n�y . . , �/� ./�6 .
~��~ �� Y- ~

PERMIT NO.: NCOO LI (! L! `! D
FACILITY NAME- 41 Olit WW1- P
NPDES WASTE LOAD ALLOCATION
9 eaj.; S
Facility Status: (� Dc1BTM) PROPOSED
(circle one)
Permit Status: (REI�EWA� 9 MODIFICATION UNPERMMED NEW
(tires ono)
Major `� tiinor.
Pipe No• D 0
Design Capacity (MGD): Z.
Domestic (% of Flow): G 6 - ZJ
Industrial (X If Flow): 3 3.15-/ ' -
Comments: h, w L 4 1v
Q X (S-1 GASCLICAGz59.4D L
RECEIVING STREAM: L I c1c
Class: C
Sub -Basin:
o• o83�
Reference USGS Quad: 1` t3 u.E
County: G a ° "N
Regional Office:
(circle see)
(please attach)
As Fa iio) Ra Wa Wi WS
Requested By: fiRU,J, Fo Date: 1(1I f sI
Prepared B
Reviewed
D te: Y/5 / F 7
Date:
Modeler
Date Rec.
rAc-D
1/17--f8q
sa.s-1 --.
Drainage Area (mid) •� •
Avg. Streamflow (cfs)- 6 •6
7Q10 (cfs) O•cl Winter 7Q10 (cfs) act 30Q2 (cfs)2
Toxicity Limits: IWC 16 •S X (circle one) Acute
Instream Monitoring:
r //DO/TcA.
Parameters
Upstream Location 1O° -0 a"u‘k
Downstream Location CD- S `"^ ' • "." o
Chronic
Effluent
Characteristics
Summer
Winter
BOD5 (mg/I)
3 p
3 0
NH3 N (mg/1)
1 3
D.O. (mg/I)
s
TSS (mg/I)
3 D
3 D
F. Col. (/100m1)
1000
too 0
pH(SU)
6-9
6-61
CaQw►tow, (..b(0
z. 6
Z . 6
c A,c, w, ,,vv., (05 o)
6.3. s
s . �—
65 . E
(1..k cros (Q)
6S. "'
32-1
A-cl
(1-
32."1
.,
gtmme ']
rw w1 (4 ()AA-. 5P vvn 0 van

Facility Name:
NPDES No.:
Type of Waste:
Status:
Receiving Stream:
Classification:
Subbasin:
County:
Regional Office:
Requestor:
Date of Request:
Quad:
� �
««ECE:X
~-
wm*o m'*w*wuo^.�_L��
=xm^x'^Em»
/ NAR ZO /3ag
�&I
5051 vwqr
le WWT01pOW! og Location)
.,......h. '-
66-25 % Domesticr'A8.15i% Jbdustrial
Existing
Lick Fork Creek
C
030835
Gaston
Mooresvill
David FostA
890112
F 13 NE
---------------------------- EFFLUENT
EXIST.
SUMMER
Wasteflow (mgd): 2.00
BOD5 (mg/l): 30
NH3N (mg/1); 13
DO (mg/1): 5
TSS (mg/1); 30
Fecal coliform (#/100ml): 1000
pH (su): 6-9
Cadmium (ug/l):
Chromium (ug/l):
Nickel (ug/l):
Lead (ug/I):
(ug/l):
Cyanide
Toxicity Requirement: Recommended Chronic Toxicity
----------------------------INSTREAM MONITORING-------
Upstream(Y/N): Y Location: 100 ft. above the outfall
Downstream (Y/N): Y Location: 0.5 mi. below the outfall
Drainage area:
Summer 7010:
Winter 7Q10:
Average flow:
30Q2:
'--------
5.190 sq mi
0.95 cfs
1.90 cfs
6.60 cfs
2.50 cfs
LIMITS ------------------- --
EXIST. PROPOSED PROPOSED
WINTER SUMMER WINTER
2.00 2.00 2.00
30 30 30
1
30 30
I000 1000 �000
^... ^... ^_
6 9 6 9 �4a'�
2. 2 �� ^ ��0�
65 �
^�0o
.5 65.5 —'`��«/��
32.7 32.7
_
6'5
���
���v����
6.5
- QRTRLY -
-------------- -------------- COMMENTS -----------------------------
The following parameters should be monitored in the effluent:
Copper, Zinc and Phenols.
The following instream parameters should be monitored: temp', cond.,
DO, and fecal coliform.
Recommended by:
Reviewed by
Tech Support Supervisor
Regional Supervisor.w��_
Permits & Engineering:
V�
Date:
��'n-��1���
/m�w x�w�
RETURN TO TECHNICAL SERVICES BY: ^

+. r
*.
Facility Name
v114 kx.7W Permit # W 00-014 ytt i
( eu irt5 LocokVssA)
CHRONIC TOXICITY TESTING REQUIREMENT (QRTRLY)
The effluent discharge shall at no time exhibit chronic toxicity in any two consecutive toxicity tests,
using test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay procedure (North Carolina Chronic
Bioassay Procedure - Revised *February 1987) or subsequent versions.
The effluent concentration at which there may be no observable inhibition of reproduction or
significant mortality is,1 % (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 te' „,;l1 be perfogned after thirty days from
issuance of this permit during the months of _jf)aP 'am) ,p I . Effluent
sampling for this testingshall beperformed at the NP�ES ernutted'rina effluent discharge below
P g �_
all treatment 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: Technical Services Branch
North Carolina Division of
Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
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 0•qS' cfs
Permited Flow2•O MGD Recommended by:
IWC% 16 • S -
Basin & Sub -basin 0 308
Receivin Stream Lt Jc. < C. • •
County (i�kchn Dat:� [6
**Chronic Toxicity (Ceriodaphnia) P/F at-11 %, . See Part 3 , Condition T
Se lei

-C 14OLmL-sx
PRETREATMENT HEADWORKS REVIEW v2'0 (1/9/89)
Discharger:
Receiving stream:
Stream Class:
7010:
Design flow:
Actual flow:
Percent industrial:
IWC:
Pollutant Standard/AL
(mg/1)
-----------
Cadmium 0.002
Chromium 0.05
Copper 0.015
Nickel 0.05
Lead 0.025
Zinc 0.05
Cyanide 0.005
Mercury 0.0002
Silver 0.01
Cadmium
Chromium
Copper
Nickel
Lead
Zinc
Cyanide
w "= r
-'
To ta I
Influent
Load
(lbs/day)
____________
0.53
0.63
0.18
0.53
0.65
1.67
0.04
C'23
G
S
AL
S
S
AL
S
S
AL
0.950 cfs
2.000 mgd
0.37 mgd
33.75%%
76.5 %
Removal
Eff'
92%
76%
82%
32%
81%
77%
59%
86%
94%
Allowable
Load
(lbs/day)
0.37
3.06
0.00
1'08
1'93
0.00
0.18
0'01
1.37
Actual
Domestic
Load
(lbs/day)
0.500
0.300
0.140
0.270
0.390
1.420
0.040
0.230
0.010
Predicted
BackgrounH Effluent
Reserve Conc Conc
fibs/day) (mg/l)
-0.16
2.43
-0-18
0.55
1.28
-1.67
0'14
^ ~'
0
,mg/l)
0.0136
0.0490
0VzV)0.0105
0 0.1167
0 0.0400
0(*»W0.1244
0ioZVI0.0053
� C.C10%
03/07/89
Actual
Industrial
Load
(lbs/day)
_________
0.025
0.330
0.040
0.260
0.260
0.250
0'000
0.000
0. 000
Allowable
EffIuent
Conc
L 0.0026
L 0.0653
M 0.0196
l 0.0653
L 0.0327
M 0.0653
L 0.0065
L 0.CC0C

Discharger:
Vk
Lt
Receiving Stream.
Upstream Location: A4.
INSTREAM SELF -MONITORING DATA
MONTHLY AVERAGES
wwTf'
(v1nve
Upstream
ATETEMP D.O.Ifitp4A-
COND.
E 88 I-(. 10 13
NOV- 8 8 / 8. q -2o2
OCT- 88 1._-_ g•g 1S t
EP-88 i s V 1.S1
AUG-88 ! 1'8 1ot'8
JUL-88 Ib 8 , t 86 O
JUN-88 it. S eb . q ikon
MAY-88
APR-88 LI q . 1 qtq
. 3 3L..
-EB-88 to.t 367
JAN-88 s. to. q 28 q
EC 87 6 to.'.. 16U
NOV-87 It q.I 210
OCT-87 to _ILL s j 3
CEP-87 lR 'I. 6 S 6
AU. -87 2t 1.3 qS4
JUL-87 II 1.4 -1361
JUN-87 20 1.1 r68-1
MAY-87 1-1 8,•.0 (y 1
APR-87 i 2 q �''q , 3
MAR-87 _ ___ _q. 3ct q
FEB-87 �f _ 4 4 3V2
JAN-87 y.s to.'>, Cp'Z
DEC-86 '$ q .a LID q
NOV-86 _3 8 .q 3 oa
OCT-86 I q 8 . C. `1(1
SEP-86 _fig___ 1.2�_
AUG-86 2t ?.1 "11 c
JUL-86 2 t 1. s
ti:UN-86 IS q.4 Ot1.
4AY - 8 6 1 $ .1 1'01
APR - 8 6 to _q 3 2'S
MAR-86 1 b , o q 12
FEB-86 _ 10.9 161
JAN-86 2 1i Zoi
DEC- 8 5
NOV - 8 5
OCT-85
SEP-85
AUG-85
JUL-85
JUN-85
MAY--85
APR-85
MAR-85
FEB-85
3
Permit No .: NC00 4 y y 0
Sub -basin: 0 3 02.
--�
Downstream Location ISY SO r Pu
Downsta�,�a
TEMP D .0 .�jj
G a. 6 \ fl
20 -1.1 oq
22 1-1 to
21 1.2 LoS
t 3 8.1 32-73-
to c i A 11y
_ ____ a .1 (s 1
LI io.2• I89
2 Q • 4 Cr)
14 L1_ 1.8
14 _Z_._ st
6 .1 tqo
�4 6.6 21 i
11 6•'2 212
l4 1. S go
13 8.^1 t1
q q.2 89
1• .S q .4 20
7 q.1 lTho
\o 747Cr t11
1S 8.1cl
A 1.1 WE
_21._ 14 23C
23 1. 2 1.4
2S 6 •q 1t3
1Q. 8.$ 64
IA 1.S Its
_1_`__ 30
�1
_,I o 10 141
____._ 1t.1 1,64
• COND

DIVISION OF ENVIRONMENTAL MANAGEMENT
COUNTY C? N.S.' PRIORITY
RIVER BASIN C.,� r
RECE NT 0 QA
�
REPORT TO: ARO FRO RRO WaRO WiaesiMMI
OLnalamm�,�t 11diASEYE[ys
AT BM COMPLIANCE ❑ CHAIN
OF CUSTODY
WATESUALITY FIELD -LAB FORM (DM1)
•
Other
Shipped by: Bus(Courier Staff, Other.
sue"
COLLECTOR(.S): �-,1''(1, `•, Il �_G•',.•k, Y% N ^ • - --4 MOORESVILLE A
J ` mow migliaTION LOCATION:
Estimated BOD Range: 0-5/5-25/25-65r40.130 or 100 plus --A 177,..
Seed: Yes ElNo ❑ Chloritl'led: Yes eNo. REMARKS:
APR 6 QiERGENCY
Station #
Ci (3° .+1+.0
1
SAMPLE TYPE
❑ STREAM
❑ LAKE
❑ ESTUARY
EFFLUENT
❑ INFLUENT
For Lab Use ONLY
/ J
Lab Number: i �•�•.. '
Date Rece v d:
Rec'd by %/IL
DATA ENTRY BY:
DATE REPORTED:
I. 'T� Time: 9'l'/
From: Bu ourier-Hand
CK:
�C nakJi,;..�en
Date Begin (yy/mm/dd)
1
2
BOD5 310
COD High 340
mg/1
mg/1
3
4
COD Low 335
mg/I
Coliform: MF Fecal 31616 /100m1
5
6
7
Coliform: MF Total 31504 /100m1
3l
Coliform: Tube Fecal 31615 /100ml
Coliform: Fecal Strap 31673 • /100ml
8
9
Residue: Total 500
mg/I
Volatile 505 mg/I
10
11
Fixed 510 mg/I
Residue: Suspended 530 mg/I
12
13
Volatile 535
mg/1
Fixed 540 mg/1
14
15
16
pH 403 units
Acidity to pH 4.5 436 mg/I
Acidity to pH 8.3 435 mg/1
17
18
19
20
Alkalinity to pH 8.3 415 mg/1
Alkalinity to pH 4.5 410 mg/I
TOC 680
Turbidity 76
mg/I
NTU
Time Begin
Date End
n, 0
Time End
i
Chloride 940
mg/I
Chl a: Tri 32217
ug/I
Chl a: Corr 32209
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/I
Fluoride 951
mg/1
Formaldehyde 71880
;�mg/I
Grease and Oils 556
mg/1
Hardness Total 990
mg/I
Specific Cond. 95
uMhos/cm2
MBAS 38260 20.
mg/1
Phenols 32730�
ug/1
Sulfate 945
mg/1
Sulfide 745
mg/I
Depth DM DB DBM
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/1
PO4 as P 70507
mg/I
P: Dissolved as P 666
mg/I
1j'�
Cd-Cadmium 1027 4. 2.....0
ug/I
Cr'Chromium:Total 1034 < 2S
ug/I
Cu-Copper 1042 %_ 5.
ug/I
Ni-Nickel 1067 tt
ug/I
Pb-Lead 1051 _ < i
ug/I
Zn-Zinc 1092
ug/I
Ag-Silver 1077 cc, sn
ug/1
Al -Aluminum 1105 2,ct
ug/I
X
Be -Beryllium 1012 <05
ug/1
Ca -Calcium 916
mg/1
Co -Cobalt 1037
ug/I
X
Fe -Iron 1045 c4,n
ug/1
Composite
T S B
SamQle Type
si,e) G GNXX
Li -Lithium 1132
Mg -Magnesium 927
Mn-Manganese 1055
Na-Sodium 929
Arsenic:Total 1002
Se -Selenium 1147
Hg-Mercury 71900
Organochlorine Pesticides
Organophosphorus Pesticides
Acid Herbicides
Base/ Neutral Extractable Organic
Acid Extractable Organics
Purgeable Organics (VOA bottle r
Phytoplankton
Sampling Point %
Conductance at 25 C
Water Temperature IC)
D.O. mg/1
pH
Alkalinity
pH 8.3 pH 4.5
Acidity
pH 4.5 pH 8.3 1
Air Temperature IC)
2
94
10
300 I •
400 (•
82244
431
82243 182242
Salinity S
Precipition On/day)
Cloud Cover %
Wind Direction (Deg)
Stream Flow Severity
Turbidity Severity
Wind Velocity M/H
can Stream Depth ft.
Stream Width ft.
_480
45
32
36 _1351
1350
35
64
4'
DM1/Revised 1n/Rh

r - H1At MARAgFyEior OF CUSTODY
U EMERGENCY
STATION LOCATION:
PITY c T Q I-.1
ISLON OF ENVIRONMENTAL MANAGEMENT WATALITY FIELD
PRIORITY
R BASIN (---C=. t:-.
n s�
M El AMBIENT ❑ QA
)RT TO: ARO FROTMRO RO WaR e`T
i OH W rhv,anN„r RICOMPLIANCE ❑ CHAIN
aed by: Bus Courier Staff, Other MARtf V
89
.ECTOR(•S): (/ . 1.." VA.:.)'.) C.-..-•,,•, 'v.),..-
nated BOD Range: 0-5/5-25/25-65/40.1 ,�� IVIus
I: Yes ElNo ❑ t Chlorinated: Yes Ud' No 0 REMARKS:
I
-LAB FORM (DM1)
1
SAMPLE TYPE
❑ STREAM
❑ LAKE
❑ ESTUARY
vs:,\(c.-NVb.
-.4444
For Lab Use ONLY cr
Lab Number:
�,(_.P._ % // f '.7
J
Date Receive : 11 —)1 ''� �I Time:9. c)C) i„
Reed by: %�I11 I From: Bus¢Courier-Hand Del I
1 DATA ENTRY BY: lam' • �"�()
CK: eDATE REPORTED: 3-i igi
, P
C) 0 14'444
Date Begin (yy/mm/dd.
) \ 4.
Time Begin
o
Date End
Time End
Depth DM DB DBle
Value Type
A H L
Composite
T S B
Sample Z.3
C G GNXX
1
2
3
4
5
6
7
8
9
10
11
12
l3
14
15
16
17
18
19
20
GODS 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 /100m1
Coliform: Fecal Strep 31673 /100m1
Residue: Total 500
mg/I
Volatile 505 mg/I
Fixed 510 mg/1
Residue: Suspended 530 mg/I
Volatile 535
mg/I
Fixed 540 mg/I
pH 403 units
Acidity to pH 4.5 436 mg/I
Acidity to pH 8.3 435 mg/1
Alkalinity to pH 8.3 415 mg/1
Alkalinity to pH 4.5 410 mg/1
TOC 680
Turbidity 76
mg/1
NTU
Chloride 940
mg/1
Chl a: Tri 32217
ug/1
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
�(
r
Cyanide 720 C- . O `
mg/1
Fluoride 951
mg/1
Formaldehyde 71880,mg/1
Grease and 011s 556
mg/1
Hardness Tota1900
mg/I
Specific Cond. 95
uMhos/cm2
MBAS 38260
mg/I
Phenols 32730
ug/1
Sulfate 945
mg/1
Sulfide 745
• mg/I
NH3 as N 610 .-
mg/1
TKN as N 625 0.
mg/1
NO2 plus NO3 as N 630
mg/1
P: Total as P 665
mg/1
PO4 as P 70507
mg/I
P: Dissolved as P 666
mg/I
Cd•Cadmium 1027
ug/1
'
CrChromiun :Tota11034
ug/I
Cu Copper 1042
ug/I
NI -Nickel 1067
ug/I
Pb-Lead 1051
ug/I
Zn-Zinc 1092
ug/1
Ag-Silver 1077
ug/1
AI Aluminum 1105
ug/1
Be -Beryllium 1012
ug/1
Ca -Calcium 916
t
Co -Cobalt 1037
ug/1
Fe -Iron 1045
ug/1
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
ipiing Point %
Conductance at 25 C
94
Water Temperature (C)
10
D.O. mg/1
300 I.
pH
400 I •
Alkalinity
pH 83
82244
pH 4.5
431
Acidity
pH 4.5 pH 8.3
82243 182242
Air Temperature SO
20
Salinity X
480
Precipition (In/day)
45
Cloud Cover %
32
Wind Direction (Deg)
36
Stream Flow. Severity
11351
,
Turbidity Severity
1350
Wind Velocity M/H
35
Mean Stream Depth ft.
64
Stream Width ft.
4
A/Revised 10/86

DIVISION OF ENVIRONMENTAL MANAGEMENT ,_?` R QUALITY FIELD -LAB FORM (DM
COUNTY
RIVER BASIN ? r _ :.' :..;
REPORT TO: ARO FRO NMR0)RRO WaRO WiRO WSRO TS
ATBM r•`""'
Other
Shipped by: Buscourier,',,Staff, Other
COLLECTORS i •
Estimated BOD Range: 0-5/5-25/25-65/4'0-130 or 100 plus
Seed:
Yes 0 No ❑ Chlorinated: Yes ❑•-- No 0
PRIORITY
AMBIENT 0 QA r..4 t:L.-i
L� COMPLIANCE ❑ CHAIN, �1
OF CUSTODY ,
0 EMERGENCY "1 " ��
e) .) `-
STATION LOCATION: �.r l-�Q 'rl L,A.1.: ;
;; • '1
jRE-Iui•AIRK'St ',..'l '7 T .� ,€
SAMPLE TYPE
U ;STREAM
E I LAKE
n ESTUARY
.e.o
• ` `+ J-e\ilA+�y.../
For Lab Use ONLY 'l
Lab Number: % Y -,e _.? � �;° "'`) <^,? `Z
Date Rece a . ; : Time: g.• tf , (1 E
:17ii�� i,
EFFLUENT , /� r�Rec'd by (From: Bus- ourie� and L�el •F
❑ INFLUE
-).:
DATA ENTRY BY!-P'*. -r/r• ' CK:
DATE REPORTED: ✓c)/ l c / 7
-- A - (4-I (t:s 4-
33
Station #
1 tiff
Date Begin (yy/mm/dd)
1
BOD5 310
mg/1
2
COD High 340
mg/I
3
COD Low 335
mg/1
4
Coliform: MF Fecal 31616
/100m1
5
Coliform: MF Total 31504
/100ml
6
Coliform: Tube Fecal 31615
/100mI
7
Coliform: Fecal Strep 31673
/100ml
8
Residue: Total 500
mg/1
9
Volatile 505
mg/1
10
11
12
13
14
15
16
17
18
19
20
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 p11 4.5 410
TOC 680
Turbidity 76
mg/1
mg/1
mg/1
mg/I
units
mg/1
mg/1
mg/1
mg/1
mg/1
NTU
Time Begin Date Enti)
(/'0
Time End
Chloride 940
mg/I
•
Chl a: Tri 32217
ug/1
Chl a: Corr 32209
ug/1
Pheophytin a 32213
ug/1
Color: True 80
Pt -Co
Color:(pH ) 83
ADMI
Color: pH 7.6 82
: Al:
Cyanide 720 , cfit_
�
4
mg/I
sb
Fluoride 951
: mciAt'
Formaldehyde 71880
mg/1
Grease and Oils 556
mg/1
Hardness Total 900
mg/1
Specific Cond. 95
uMhos/cm2
MBAS 38260
mg/I
Phenols 32730
ug/1
Sulfate 945
nig/I
Sulfide 745
mg/I
Depth DM DB DBM
Value Type
A H L
NH3 as N 610
mg/I
TKN as N 625
mg/I
NO2 plus NO3 as N 630
mg/1
P: TotaI as P 665
•
mg/I
PO4 as P 70507
mg/1
P: Dissolved as-P 666
mg/I
'
Cd-Cadmium 1027
ug/1
Cr-Chromium:Total 1034
ug/l
Cu-Copper 1042
• ug/i
Ni-Nickel 1067
ug/1
Pb-Lead 1051
ug/1
Zn-Zinc 1092
ug/l
Ag-Silver 1077
ug/1
Al -Aluminum 1105
ug/l
Be -Beryllium 1012
ug/1
Ca -Calcium 916
mg/1
Co -Cobalt 1037
ug/I
Fe -Iron 1045
ug/1
Composite
T S B
Sample Ty e
C () GNXX
Li -Lithium 1132 ug/1
Mg -Magnesium 927 mg/1
Mn-Manganese 1055 ug/I
Na-Sodium 929 mg/1
Arsenic:Total 1002 ug/1
Se -Selenium 1147 ug/1
~ 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
Precipition (ln/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
D'41/Revixed 10/E6

DIVISION OF ENVIRONMENTAL MANAGEMENT
COUNTY
RIVER BASIN :','•
REPORT TO: ARO FRO MRO RRO WaRO WIRO WSRO TS
AT BM
Other
Shipped by: Bus ourier..Staff, Other
COLLECTOR(S): NI, ,-y,
Estimated BOD Range: 0-5/5-25/25-65/40-130 or 100 plus
Seed: Yes ❑ No ElChlorinated: Yes El No ❑ "ix-IT
PRIORITY
❑ AMBIENT
a COMPLIANCE
❑ EMERGENCY
*ER QUALITY FIELD -LAB FORM (DM
SAMPLE TYPE
❑ QA ❑ STREAM
❑ CHAIN ❑ LAKE
OF CUSTODY ■
❑ ESTUARY
El EFFLUENT
❑ INFLUENT
STATION LOCATION: Q\nN Y�:` . �� f jQ { De \►AOZ
� �.. 1 � ) t 1 i1
a ? t,n'�O, ��=� h,et
For Lab Use ONLY
Lab Number: 0
)
7 (,�,
':
Date Receiv d: �f .1:%
- ? Xime:
' .',(
Rec'd by4— I From:
Del J
Bus- ourier-Hand
ATA ENTRY BY: .. /�
''
CK:
1
DATE REPORTED: f
!i''...
7 r
i, e
Station
Date Begin (yy/mm/dd)
Date End
,
Time End
i
Depth DM DB DBM
Value Type
A H L
Composite
T S B
Sam j,e Type
G GNXX
1
GODS 310
mg/1
2
3
4
5
6
7
COD High 340
mg/1
COD Low 335
mg/I
Coliform: MF FecaI 31616
Coliform: MF Total 31504
Coliform: Tube Fecal 31615
Coliform: Fecal Strep 31673
/100m1
/100m1
/100m1
/100m1
8
Residue: Total 500
mg/1
9
Volatile 505
mg/I
10
Fixed 510
mg/1
11
Residue: Suspended 530
mg/I
12
13
14
pH 403
Volatile 535
Fixed 540
mg/I
mg/1
units
15
Acidity to pH 4.5 436
mg/I
16
Acidity to pH 8.3 435
mg/I
17
18
19
Alkalinity to pH 8.3 415
Alkalinity to pH 4.5 410
TOC 680
mg/I
mg/1
mg/1
20
Turbidity 76
NTU
'1�
f�
Chloride 940
R 5/ mg/1
Chi a: Tri 32217
ug/1
Chl a: Corr 32209
ug/I
Pheophytin a 32213
ug/1
Color: True 80
Pt -Co
Color:(pH ) 83
ADM!:
Color: pH 7.6 82
ADMI_
Cyanide 720 .
my/i•
Fluoride 951 -
nrgJh`
Formaldehyde 71880
mg/1
Grease and .Q11s 556
mg/I
Hardness Total9110
= mg/1
Specific Cond. 95
uht�os/cm2
MBAS 38260
mg/1
J�
Phenols 32730
, ug/I
Sulfate 945
mg/1
Sulfide 745
mg/I
NH3 as N 610
mg/I
TKN as N 625
mg/I
NO2 plus NO3 as N 630
mg/1
P: Total as P 665
mg/1
PO4 as P 70507
mg/1
P: Dissolved as P 666
mg/1
ACd-Cadmium
1027
< eg0 ug/1
XCr
Chromium:Total 1034
4 ;4- - ytlg/k19
X
Cu-Copper 1042
ug/1
X
NI -Nickel 1067
i fpT
ug/1
.54
Pb-Lead 1051
4 /d
ug/I
`is
Zn-Zinc 1092
qr 9
ug In d
Ag-SiIver 1077
ug/I
Al -Aluminum 1105
ug/1
Be -Beryllium 1012
ug/1
Ca -Calcium 916
tng/1
Co -Cobalt 1037
ug/I
Fe -Iron 1045
ug/I
Li -Lithium 1132
ug/I
Mg -Magnesium 927
mg/1
Mn-Manganese 1055
ug/1
Na-Sodium 929
mg/I
x
Arsenic:Total 1002
Se -Selenium 1147
/0
ug/1
ug/I
Hg-Mercury 71900
d /7. -2
Organochlorine Pesticides
Organophosphorus Pesticides
Acid Herbicides
Base/ Neutral Extractable Organics
Acid Extractable Organics
Purgeable Organics (VOA bottle reg'd)
Phytopiankton
Sampling Point %
2
Conductance at 25 C
94
Water Temperature (C)
10
D.O. mg/1
300 I.
pH
400 J.
Alkalinity
pH 8.3
82244
pH 4.5
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
Turbidity Severity
1350
Wind Velocity M/H
35
Mean Stream Depth ft.
64
Stream Width ft_
4
Db11/Revised 10/56