NC0040339_Complete File - Historical_19950105

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
Nann B. Guthrie, Regional Manager
Asheville Regional Office
WATER QUALITY SECTION
January 5, 1995
Mr. John W. Brown, Sr.
North Carolina Forest Service �— 3 0
Corpening Training Center
Post Office Box 277
Crossnore, North Carolina 28616 '�
Subject: Additional Effluent Limits
Corpening Training Facility
Wastewater Treatment Facility
NPDES Permit No. NCO040339
Avery County
Dear Mr. Brown:
Based upon the evaluation of your NPDES Permit application
for'continued-discharge of wastewater from the Corpening Training
Center, the Technical Support Branch of the Division of
Environmental Management has determined that the addition of
residual chlorine and fecal coliform limits in the permit is
necessary in order to protect water quality in the receiving
stream. The limits will be 28 ug/l monthly average for residual r�
chlorine and 200 colonies/100 ml monthly average for fecal .,.
coliform. -
We realize that the wastewater treatment facility does not
F
discharge directly to state surface waters; however, in the eventw°
the facility should begin discharging, adequate wastewater
treatment facilities necessary to comply with these new limits,
should be in place and ready for use. a "-
If you have questions, please call me at 704/251-6208. ID
Sincerely,
Michael R. Parker
Environmental Chemist
xc: Technical Services
Interchange Building, 59 Woodfin Place, Asheville, N C 28801 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ i o% post -consumer paper

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USGS weighted low flow estimate procedure
Facility EHNR TRAINING CENTEF NPDES # �.....................
Region _ _ HA10_ _ NOTE: procedure applies for regions HA3, HAS,
DA LFPR 66.7 sq mile HA9, and HA10, else see flow SOP
s7Q10 LFPR 17 cfs
DA_new 19.6 sq mile
MAR 2 cfs/sq mile
QA_eq ®rea
s
STEP 1 calculate ratio
RATIO = new drainage area
drainage area at gage
IF 0.25 < RATIO < 4, CONTINUE to STEP 2, ELSE too far from gage
OK, do STEP 2 now!
STEP 2 determine weight of gage (weight_LFPR)
A. RATIO < 1 B. RATIO > 1
weight Lat14 weight M22
0 1 0 1
0.06 0.29 #VALUE! see A
1 0.25 1 4
weight =1 0.06 ��]
0.29385307
STEP 3 calculate 7010_EQ using regional equation
HA3 6.09 cfs
HA5 0.95 cfs
HA9 0.95 cfs
HA10 6.30 cfs 7010 EQ = 6.30 cfs
STEP 4 calculate 7010 yield using weighted equation
7010yield = [weight_LFPR * 7Q10_LFPR] + [weight_EQ * 7Q10_EQ]
DA_LFPR
yield = 0.01 + 0.30
STEP 5 calculate s7Q10
7010 = 7Q10yield * DA_new
sum7 171=6.2 3 cfs
DA_new
0.32 cfs/sq mile

USGS weighted low flow estimate procedure
Facility EHNR TRAINING CENTEF NPDES # :N00040339 Stream':LINVILLE RIB
Region _ _ HA10_ _ NOTE: procedure applies for regions HA3, HA5,
DA LFPR 66.7 sq mile HA9, and HA10, else see flow SOP
w7010 LFPR 27 cfs
DA_new 19.6 sq mile
.......................
MAR 2 cfs/sq mile
QA_eq 39.20 cfs
STEP 1 calculate drainage area ratio
RATIO = new drainage area
drainage area at gage
IF 0.25 < RATIO < 4, CONTINUE to STEP 2, ELSE too far from gage
OK, do STEP 2 now!
STEP 2 determine weight of gage (weight_LFPR)
A. RATIO < 1 B. RATIO > 1
weight Ldf14 weight L�I1Q
__ 0 __ 1 0 _ 1
0.06 0.29 #VALUE! see A
1 0.25 1 4
weight =1 0.06 ::]
- ! 0.29385307
STEP 3 calculate 7010_EQ using regional equation
HA3 11.48 cfs
HA5 2.83 cfs
HA9 2.83 cfs
HA10 9.52 cfs 7010_EQ = 9.52 cfs/sq mile
STEP 4 calculate 7010 yield using weighted equation
7010yield = [weight_LFPR * 7010_LFPR] + [weight_EQ * 7Q10_EQ]
DA_LFPR DA_new
yield = 0.02 +
STEP 5 calculate w7010
7010 = 7Q10yield * DA_new
winter 7 = 9.43 cfs
0.46 1 0.48 cfs/mile

USGS weighted low flow estimate procedure
Facility EHNR TRAINING CENTEF NPDES # :NC0040339 Stream'LINVILLE RIB
.._.._.._.._.._.._.._... ...................... 1_.._.._.._.._.._.._.._..
-----------
Isq
Region HA10 NOTE: procedure applies for regions HA3, HA5,
._.._.._..DA LFPR 66.7 mile HA9, and HA10, else see flow SOP
3002_LFPR 40 cfs
DA new 19.6 sq mile
MAR 2 Icfs/sq mile
QA eq 39.20 cfs
STEP 1 calculate drainage area ratio
RATIO = new drainage area = 0.29385307
:................
drainage area at gage
IF 0.25 < RATIO < 4, CONTINUE to STEP 2, ELSE too far from gage
OK; do STEP 2 now!
STEP 2 determine weight of gage (weight—LFPR)
A. RATIO < 1 B. RATIO > 1
weight weight
0 1 0 1
0.06 0.29 r #VALUE ! see A
1 0.25 1 4
weight = 0.06
STEP 3 calculate 30Q2_EQ using regional equation
HA3 12.75 cfs
HA5 3.73 cfs
HA9 3.73 cfs
HA10 13.48 cfs 30Q2_EQ = 13.48 cfs/sq mile
STEP 4 calculate 30Q2 yield using weighted equation
30Q2yield = [weight—LFPR * 3062 LFPR] + [weight—EQ * 3002 EQ]
DA LFPR DA new
yield = 0.04 + 0.65 = 0.68 cfs/sq mile
STEP 5 calculate 30Q2
30Q2 = 3002yield * DA new
30Q2 = 13.38 1cfs

,
SOC PRIORITY PROJECT: Yes No X
IF YES, SOC NUMBER
TO: PERMITS AND ENGINEERING UN I T
h WATER QUALITY SECTION
ATTENTION: Mac Wiggins
t
f r e
xr DATE: February 8, 1993 r"
TPDES STAFF REPORT AND RECOMMENDATION
a
I"'" A COUNTY Avery
PERMIT NUMBER NCO040339
PART I _ GENERAL INFORMATION
10
2m
3©
Facility and Address: NCFS-Mountain. Training Center
Post Office Box 277
r
Crossnore, North Carolina 28616
Date of Investigation: February 2, 1993
Report Prepared By: Michael R. Parker
4. Persons Contacted and Telephone Number: Bobby J. Gentry
704/733-4242
5e Directions to Site: From the intersection of U.S. Highway 221 and
North Carolina Highway 194, travel north on U.S. 221 for 2.9 miles.
Entrance to the NCFS complex is on the right. Cross the Linville River
and the training facility is on the right. The wastewater treatment
facility is located behind the training facility.
6. Discharge Point (s) , List for all discharge points.-
Latitude.- 3 6000 ' 43 " Longitude: 810 5 5 ' 5 6 T4
Attach a USGS map extract and indicate treatment facility site and
discharge point on map.
U.S.G.S. Quad No. C11SW U.S.G.S. Quad Name Newland, N.C.
7e Site size and expansion area consistent with application?
_X ,Yes No If No, explain:
8. Topography (relationship to flood plain included) : The facility
is located 5-6 feet above the river level and is not normally
subject to flooding.
Page 1

t
• 9. Location of nearest dwelling: no houses are located within 400
feet of the system.
10. Receiving stream or affected surface waters: Linville River
a. Classification: C-trout proposed to change to B-trout
b. River Basin and Subbasin No.: CTB 30
c . Describe receiving stream features and pertinent downstream
uses: fish and wildlife propagation, fishing, secondary
recreation and irrigation.
PART II - DESCRIPTION OF DISCHARGE AND TREATMENT WORKS
I I
la a. Volume of wastewater to be permitted 0.018 MGD (Ultimate
Design Capacity)
b. What is the current permitted capacity of the Wastewater
Treatment facility? 0.018 mgd
C. Actual treatment capacity of the current facility (current
design capacity 0.018 mgd
do Date(s) and construction activities allowed by previous
Authorizations to Construct issued in the previous two years:
NA
e. Please provide a description of existing or substantially
constructed wastewater treatment facilities: The existing
facilities consist of a septic tank, dosing tank, surface
sand filter, effluent chlorination and effluent
dechlorination.
f. Please provide a description of proposed wastewater treatment
facilities: NA
go Possible toxic impacts to surface waters: None
h. Pretreatment Program (POTWs only):
in development approved
should be required not needed
2. Residuals handling and utilization/disposal scheme:
a. If residuals are being land applied, please specify DEM
Permit Number
Residuals Contractor
Telephone Number
b. Residuals stabilization: PSRP PFRP OTHER
Page 2

r
I
• c . Landfill:
d. Other disposal/utilization scheme (Specify): Residuals
removed from the septic tank are by a commerical septic tank
cleaning firm.
3. Treatment plant classification (attach completed rating sheet):
Class I.
4. SIC Codes(s): 5299
Wastewater Code(s) of actual wastewater, not particular facilities
i.e., non -contact cooling water discharge from a metal plating
company would be-14, not 56.
Primary 11 Secondary
Main Treatment Unit Code: 44007
PART III - OTHER PERTINENT INFORMATION
1. Is this facility being constructed with Construction Grant Funds
or are any public monies involved. (municipals only)? NA
2. Special monitoring or limitations (including toxicity) requests:
3. Important SOC, JOC, or Compliance Schedule dates: (Please
indicate)
Date
Submission of, Plans and Specifications
Begin Construction
Complete Construction
4, Alternative Analysis Evaluation: Has the facility evaluated all
of the non -discharge options available. Please provide regional
perspective for each option evaluated.NA
Spray Irrigation:
Connection to Regional Sewer System:
Subsurface :
Other disposal options:
5. Other Special Items:
Page 3

• PART IV - EVALUATION AND RECOMMENDATIONS
The North Carolina Forest Service has made application for renewal
of NPDES Permit No. NCO040339 for the discharge of wastewater from
the B. H. Corpening Training facility. This facility is used as
needed for training purposes for Forest Service personnel and
other state agencies. Dormitory and cafeteria facilities are
available and used when needed.
The wastewater treatment facility' consist of a septic tank and
surface sand filter. The facility has never discharged through
the discharge pipe. Since the sandfilter is near the Linville
River it appears that the wastewater is absorbed into the ground.
It is recommended that the permit be issued.
r
-0z
Sign ure of Report Preparer
ater Quality Regional Supervisor
Z
Date
Page 4

100% DOMESTIC FACILITIES - REC'D 12/92
RENEWING WITHOUT MODIFICATION
SORTED BY MODELER
Permit M Facility Stream
27685
NCDOC/AVERY PRISON UNIT
THREE MILE CREEK
73814
NORTH BUNCOMBE ELEM SCHOOL
DICK BRANCH
82741
BROOKS RESTAURANT & TRUCK STOP
UT NORTH MUDDY CREEK
73334
JOAN WHITMIRE MHP
UT ALLEN BRANCH
73393
MONTAPERTO ENTERPRISES, INC.
UT DEVILS FORK CREEK
29220
CMUD / MCDOWELL PARK WWTP
LAKE WYLIE / CATAWBA RIVER
50610
105 PLACE SOUTH
WATAUGA RIVER
W,
NRCD-BILT CORPENING FORESTRY
LIlWILLE RIVER
73962
B.R.I.D.G.E. CAMP
THREE-MILE CREEK
73211
EDGEWOOD NURSING CENTER
FLOYDS CREEK
73741
DAN L. DUCOTE CONSTRUCTION
FRENCH BROAD RIVER
FINAL LIST
Request
Sub -basin County Region WLA? MOD ENG Comments
040306
AVERY
ARO
040302
BUNCOMBE
ARO
030830
MCDOWELL
ARO
040302
HENDERSON
ARO
040302
HENDERSON
ARO
030834
MECKLENBURG
MRO
040201
WATAUGA
WSRO
030830
AVERY
ARO
040306
AVERY
ARO
030802
RUTHERFORD
ARO
040302
HENDERSON
ARO
$4i 3 SULAN
,
refer: Basinwide / Streamline WLA file
at front of subbasin
KEYS TO COMMENTS:
Oa. No policy given. Alternatives analysis should be required.
Ob. Facility must meet 5 & 1 (by date given in parenthesis).
Oc. Alternatives analysis requested.
Od. Alternatives analysis submitted.
Oe. Facility will connect to POTW.
1. Phased permit.
2. Documented instrearn water quality problems.
3. Facility is requesting modification.
4. WLA should be done per basinwide permitting schedule.
JMN
CA
,.
JMN
CA
X JMN
CL
add cl limit & new fecal limit
X JMN
CL
facility considring connetion
X JMN
CL
1
X JMN
CL
add'l monitoring and BPJ limits
JMN
CL
JMN
MW
Add Fecal Monitoring
JMN
MW
JMN
SR
X JMN
SR
1
NOTE: IF'X' UNDER "Request WLAT' COLUMN,
THE ENGINEER SHOULD REQUEST A WASTELOAD ALLOCATION.
ALSO, FOR A 'Oa' COMMENT, GIVE CURRENT ZERO -FLOW POLICY.
FOR A 'Ob' COMMENT, GIVE 5 & 1 LIMITS BY DATE IN PARENTHESIS.
JMN

NPDES WASTE LOAD ALLOCATION
9
PERMIT NO.: _ NCOO 416-033
FACILITY NAME: Mew -,&/0
5 3VW/W� C� f /y
Facility Status:
(CIMW ow
Permit Status T10N ED NEW
Major
Pipe No:
Design .Capacity (MGD):.
Domestic (S of Flow): d
Industrial M of Flow): X .-1,
Comments:
0
RECEIVING STREAM:
Class:.
Sub -Basin:
Reference US S Quad: (please attach)
County:
Regional Office: 'AOFaMe. Ra Wa Wi WS
(ekelo one)
Requested
Prepared
Reviewed
gy ` Date
!y: Date:
0.5 Lip,
y: DaU:
Modeler
Date Rec.
o '
RCI> j
lL to g?
43l00
Drainage Area (me) /9• Avg. Streamf low (cf s): -
7Q10 (cfs) 6• Winter 7Q10 (cfs) _30Q2 (cfs) -
Toxicity Limits: IWC - S (cinN one) Acute / Chronic
Instream Monitoring:
Parameters
Upstream Location -
Downstream - Location
I
Eff luent
Characteristics
Summer
Winter
BODa (mg/1)
30
NHfN (mg/1)
A,,r
D.O. (mg/0
Nr-
TSS (mg/0
3o
F. Col. (/100ml)
All -
pH (SU)
„rr

FOR APPROPRIATE DISCHARGERS, LIST COMPLETE GUIDELINE LIMITA'TJ.QNS BELOW
Effluent Characteristics Monthly Daily Comments
Average Maximum
Type of Product Produced I Lbs/Day Produced I Effluent Guideline Reference

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WASTE -LOAD FWAPPROVAL FORM _ _-�-�-v•.� ______ _
tier, Inr Qual ty Section
Per m i t NUIT•s1.3er : NC =?► i4033� ,
Facility Name : NRCD--E� I L.-T CC}RF EI',# :I NC 1= (IF--,E3.1••RY TR i :I N I f'•#0
DOMESTICType of* Waste r 1988 1
R t ---' c e i. v i F s g 3 Ct r e a sus : L T 1'.# I L L E F; I V [ � F;
Stream Class Affiaville Regional Office
S�_tbba i E ► : ��}w�f����;�t i � -� Rr r.,: �..:s- �g vilie, North Carolina
.
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Date r� f C; c (t..t t : - i' 1 .1. 01�3 7 i. # :i -i rt t e r ''I• f::.11., f c. �f =
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Dotat-�t i sni t `�.}N rs : N L..oc�t't � r►n: e �op
.�
M
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Recointi-jer-ided by
. ................................._...... _. _ _
Reviewed by:
.
1: - Date
Regional 's o i" _._....................._............._ ._. �? ct t � .. ... / ..l . � A
u y tt t` Permits ' -'
/• APR 0 5 1988
1~ti1=."1' UF;1`� 1"0 TF,:: C�H1,4 i C:AL -s(�F:4' ICES B`�f
.... ......................... ..... .........I ......... ..
t - 1.3i.. = ,.

0
c.04
0
Facility Name:
Existing
Proposed
NPDES WASTE LOAD ALLOCATION
r/nvJAW Tf 111rilsiot gC1061 Date:
Engineer
Date Rec.
#
3 3 9 Ayeg V
Permit No.: C O O 4c soft Pipe No.: 04n4 County:
Design Capacity Ca acit (MGD) : 0• O 18 Industrial (% of Flow) : 10 Domestic (% .of Flow) : 1 Oo�•
Tr
^-� - � - O S -iv
Receiving Stream: i^Iv� «t «���- Class: C r• Sub -Basin:
Please attach : Office ¢ ;
Reference USGS Quad. ( ) Re uestorq
°CI (Guideline limitations, if applicable, are to be listed on the back of this forma
Design Temp.: Drainage Area: 1q..0 wy Z Avg. Streamflow:
io C Winter 7Q10: 30Q2:
7Q10: '
• 0 , rvk, . Slope
Me"a, Location of D.O.minimum (miles below outfall). 4A3
• 7i�0 K (base a per da 20oC) : K2 (base e, per ay, 200C) -
Velocity (fps). 1 P y�
o -
c
s
7Effluent .Monthly
teristics. Average Comments
Too
Effluent Monthly
Characteristics Avera a Comments
Original Allocation ED
Revised Allocation Date(s) of Revision(s)
V. (Please attach previous allocation)
Confirmation
A ' I &
epared By: Reviewed By: Date:
--&-oa (
v

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For Appropriate Dischargers, List Complete Guideline limitations Below
Effluent Monthly Maximum Daily
Characteristics Average" Average Comments
IType of Product Produced I Lbs/Day Produced I Effluent Guideline Reference

aY ��+ � .. ' � � • �I�/
a� •
`"' ' � REQUEST N0. S 3�5
-
****�**#************* WASTELOAD� ALLOCATIO�! AP'FRtlU�L FOkM *�K�c******�c*�k�K**�k****�k
�
( FACILITY NAME : �iOUNTAIN TRAINING GE�lTER
i
� TYpE t]F WASTE : �OMESTIC
i CDUNTY S AVERY
;
I�EGIONAL t?FFICE : ASHEVILLE REAUESTO� : �AVE AUKINS
RECEIVIHG STREAM : LI�lVILLE �IVEk - SUBBASI�! : 030834
7Q10 2 6.6 CFS W7Q10 : CFS 34Q2 2 CFS
DkAINAGE AREA : 19.b0 SQ.MI . STREAi� CLASS : 'C—Tk'
I
� *�K*�K****�K****�K******�*** RECOMMEHI�EI� EFFLUENT LIMITS ****�k**�c**�*****�c*�c*�c***
WASTEFLOWtS) (MGD) :0.018 �
BOD-5 (MG/L) t 30
. NH3—N (�fG/L) t Nk
D.0. t�iG/L) : Nk
PH (SU) : 6-9
FECAL GOLIFOkM (/100�fL� : �ll�
TSS �MG/L) : 30
�' `
�K***�K**�k********�K***�K****�K*****#**�K�K**�K*�K #*�K*�K*�C****�K***�c***�K*�K**�K**�k*******�K*
FACILITY IS : �ROPOSED ( ) EXISTI�lG i ) N � )
� LIMITS ARE : REVISIO�! ( ) CO�tFIRMATIDi� � OF THOSE f�REVIOU�LY ISSUEI�
I
� REVIEWED Ai�D RECOI��iE�lDED 8Y:
i
� ���
MOUELEF� :_ _ _ _ _ _DATE :_ � �1!
HEADrTECHhIGAL SERVICES BRANCH :_ __DATE :_ _�
� • ` ��`'.� �
REGIO�lAL SUPERVISOR . _ .._.._.._DATE .�. � .. _"_�
� _ _ __
' �� -,��L
PERMITS �iAJ�AGE� ______ _w�r____ DATE :_ L�
�
AP'P'ROVEI� BY :
. �� �
DIVISIOt� UIRECTOR i__: _____ _ UATE :_ �'"''
--____..___ __ _--
_ �

********** MODEL RESULTS **********
DISCHARGER **MOUNTAIN TRAINING CENTER
RECEIVING STREAM �LINVILLE RIVER
THE END D^O^ IS 9^00 MG/L
THE END CBOD IS 1^65 MG/L
**********************************************************************
THE END NBOD IS O^00 MG/L
THE D^O^ MIN^ OF SEGMENT 1 IS 8^42 MG/1-
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0^2
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 110 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D^D^ IS 0 MG/1-
'THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0^018 MGD

- . .
- / '
*** MODEL SUMMARY DATA ***
| DISCHARGER 0 MOUNTAIN TRAINING CENTER
/
RECEIVING STREAM LINVILLE RIVER
|
| ' 7010 � 6^6 CFS
| `
/ DESIGN TEMPERATURE � 20 DEGREES C.
SUBBASIN 030830
STREAM CLASS* "C—TR"
WINTER 7Q10 0 CFS
WASTEFLOW o 0.018 MGD
iLENGTH\SLOPE | VELOCITY |DEPTH \ K1 | Kr \ Kn i K2 | Q r o i
|MILES \FT/MI \ FPS | FT \ /DAY \/DAY \/DAY \/DAY \CFS/MI}
------------------------------------------'-------------------------------------
| \
SEGMENT 1 | 4^001 24^001 0^26 } 1^43 | 0^42 | 0^42 1 0^00 | 4^93 I 0^70 |
REACH 1 \ . | I
----------------------------~---------------------------------------------------
ALL RATES ARE AT 20 DEGREES Co
'

Discharger Name (103
t role So-,0o
Equiv. Population Seived (202
FOR DATA MkNAGEMENT USE ONLY:
FACILITY NO*
County (104
Aoer
,,i
Latitude (115 Longitude (116
±3
e (400 )
Mu f7Id
Location Discharger (NKP)./
rincipal Product (NKL)
� C < . �
e e-
../ C/ "� CS 5 i s
Lj a s �e-
BOD5(mg1Z)
ecaZ CaZiform
Temperature DO (mg/Z)
0
. Samp Z e No
310
1OOmZ 31616
F 11 300
.41
I -
Mo. Average Concentralbz*,on
017
-
Wk. Avera e Concentration
02
J -
Minimwn Concentration
03
K -
Maximm? Concentration
04
M -
Mont hZy Ave raae Loadino
05_1
J_
-
Weeks1 Average Loading
06'
P -
Minirravr, Loadin
07
Q
19
M-ax-tmum Loadin
08
T -
,ire ruenc of AnaZ sis
09
W -
Sample fype
10
—TaZ NFt.2'
o &.
PJH3-N
p)T (units)
530
(Mg1z) 600
400
I -
Mo. Average Concentratilon
21
-
wk. Average Concentration
-
minimum, Concentratoz.on *
23
K -
0
-Max-i,-mum, Concentration
�4-
M -
MonthZy Aver gqe_Loadi-
-
-
T41eekZY Averaqe LoadiW
20
2
T2
1
P -
Minim= Loading
27
27
Q -
MaximWm Loadi
9
4j
28
T -
Frequency of AnaZysf1*-0
29
W -
SampZee
30
UOD
(PJKP)

���������� .
���
� Classification: �
'~ 7/10 Flow (cfs)
B.
DATA
Water Surface Slope (ft/mi)
Stream Depth (�t)
Elevation 0 Discharge Pt. (ft) 3320
Drainage Area (sq. m1.)
7/10 Yield (ofsm)
Design Temperature oC) ---� �
Groundwater Runoff (cfs/m1) -�—�
Deoxygenmt1nn Rate (xl Base e) ------
Reaeration Rate (x2 Base e) ----� —q, 93
Min. Daily Avg. D.O. (mg/1) -- �
Upstream Quality-
8Oou (mg/l) Z.
D.O. /mg/l\
C. REQUIRED EFFLUENT LIMITS
Design Flow (wsD) �
oOo5 (mg/1) 30
Ammonia Nitrogen ( l) --------
Dissolved Oxygen (mg/l\ �
Total Suspended Solids (mg/1) ----��
Fecal Coliform (#/lOO ml) —��-- '~
PH (S.u.)
0 0 oo t
U08a
31
41
31
2
�,0 m^m��
�