NC0020401_Wasteload Allocation_19860923

NPDES DOCUWENT SCANNINO COVER SHEET
Permit:
NC0020401
Hickory - Northeast WWTP
NPDES
Document Type:
Permit Issuance
Wasteload Allocation ` -
_
Authorization to Construct (AtC)
Permit Modification
Speculative Limits
Monitoring Information
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date:
September 23, 1986
This document is printed on reuse paper - ligriare any
content on the reszerese side

Date Rec.
8
a
Velocity (fps) :
Facility
Existing
Proposed
Name: }iL 4 � kor
Ogam« Permit No.:
NPDES WASTE LOAD ALLOCATION
N� W�iP
A00 2• 0 '/0 / Pipe No.: Oa (
Engineer
34f3.1.
Date-0110::,
County: C 1w%4.
Design Capacity (MGD): (0.1-( Industrial (% of Flow): Domestic (% of Flow):
Receiving Stream: L 'c r u�d Class: t, s-a: Sub -Basin: 8 3 8 32
Reference USGS Quad:
(Please attach) Requestor: 205- 6- Regional Office
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: Drainage Area (mi2): Avg. Streamflow (cfs):
7Q10 (cfs) Winter 7Q10 (cfs) 30Q2 (cfs)
Location of D.O. minimum (miles below outfall): Slope (fpm)
K2 (base e. per day):
Kl (base e, per day):
Effluent
Characteristics
Monthly
Average
Comments
arms-
30
1—sS
14
,
gt.e4S. cot.t.„........
1666
\ Oh -
-
Comments: {'di
0
L-es,
Effluent
Characteristics
• 5nthly
T_verage
Comments
otLyC caaReviewed By:
711,Li
v5ty
is -ea C t-
Date : c7Z /1'Co

WASTELOAD ALLOCATION APPROVAL FORM
3431
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
HICKORY NE WWTP
MUNICIPAL
EXISTING
LAKE HICKORY
A-II.B
030832
CATAWBA
MRO
205-G
7/15/86
Wasteflow
5-Day BOD
Ammonia Nitrogen
Dissolved Oxygen
TSS
RECEIVEtd
13►ON OF ENvrvoNMENTAL MANAOLMEN)
SEP 8 1986
MOORESVILLE
REGIONAL Office
Drainage Area (sq mi)
Summer 7010 (cfs) :
Winter 7010 (cfs) :
Average Flow (cfs) :
RECOMMENDED EFFLUENT LIMITS
(mgd): 6.4
(mg/1): 30
(mg/ 1):
(mg/1):
(mg/1): 30
Fecal Coliform (#/100m1) : 1000
pH (SU): 6-9
COMMENTS
LIMITS FOR A DIFFUSIVE OUTFALL 1500 LINEAR FEET FROM CURRENT OUTFALL.
LIMITS BASED ON BOD/DO LAKE MODEL. NOTE THAT MODELING METHODOLOGY NOT
CURRENTLY AVAILABLE TO PREDICT IMPACT ON PRIMARY PRODUCTIVITY.
Recommended by _ C cvAate
Reviewed by:
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering _
Date
Date
Date
.9,2Za
0/14_
Rp l RSt Na _ _

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• !i».i.r!. .,Ti ! 1YE» WW 1 i"
NAME OF LAKE
DEPTH
WIDTH
VOLUME
FRESHWATER INFL0b,
WASTEWATER FLOW
ULT. BOLT OF WAST
MAX TIDAL VELOCI
CROSS --SECTION ARC
cil:iVECTIVE VEL.
DISPERSION
K 1
K2
DOD AT OUTFALL. =
0+ 0♦ AT O U T F A L L.
MILEPOINT
M1LEPOINT
0.00
-•0+10
--0.20
•-0 ♦ 30
••- 0 t 4 0
-0.50
.._ t0 t 6 0
..- 0 + 7 0
..•.0+80
-0♦90
.L.00
0.00
0.10
0+20
0,30
0.40
0+50
0,60
0♦70
0.80
0♦90
1+00
1.10
1.20
3.+30
1+40
1.50
:1+60
.1.070
1.80
1. +90
2.00
+ HICKORY
+
+ 21.30
+ + 1817.00
• 6 + 130E4.008
40.00
• 6+40
135.00
0+00
A :38702+10
• 0+02
k • 2.48
i 0.30
0.31
FEET 4
FEET - vi
CUBIC FEET
CF8
MOD
MG/L
KNOTS
SCE♦FT+
MI/DAY
SQ ♦ MI ++/L►AY
PER DAY
PER DAY
0.377217104452 MG/L.
6+81600626713 MG/L
UPSTREAM BOU
0.38
0.36
0.35
0.34
0.33
0+32
0.31
r0a
1
0+29
0.28
0+27
0♦27
UPSTREAM D.O.
6,82
6.82
6t811
6.82
6.82
6+82
6 + 8 2
6♦82
6+82
6.82
6♦83
DOWNSTREAM BOX. DOWNSTREAM DO
0.38
0+36
0♦35
0+34
0+33
IIy�
0 + MJ A•..
0+ 31
0+30
0.29
0.28
0.27
0.26
0+25
0.24
0.23
0♦ }3
0.22
0.21
0.20
0+20
0.19
6.82
6+82
6♦82
6+82
6♦82
6.82
6+82
6.82
6.82
6♦82
6.82
6+83
6.83
6.83
6.83
6+83
6.83
6♦84
L♦84
6♦84
6.84

: HICKORY NE WWTP
NALE OF LAKE HICKORY
DEPTH | 21,30 FEET
WIDTH � 900^00 FEET -
VOLUME 1 3~037Ef008 CUBIC
FRESHWATER INFLDk 2 40^00 CFS
WASTEWATER FLOW 6440 MOD
ULT. BOD OF WASTP 135^00 MG/L
MAX TIDAL VELOCITY O°OO KNOTS
CROSS-SECTION AREA 119170^00 SQ~FT,
ADVECTIVE VEL^ | 0.04 MI/DAY
DISPERSION j 2.48 SQ~MI^/DAY
K1 0^30 PER DAY
K2 0^31 PER DAY
BOD AT OUTFALL = 0°761384178301 MG/Li
D~O. AT OUTFALL =
MILEPOINT
MILEPOINT
O^OO
O°if)
O~2O
O^3O
O^4O
0^50
O~6O
0.70
O^8O
0,9O
1.00
1^1O
1^2O
1.30
1^4O
1.50
1^6O
1~7O
1~8O
1^9O
2.00
6^62878932686 MG/L
]PSTREAM BOD UPSTREAM D,O~
0.76
O^73
O^71
0.68
O^66
0^64
0^61
0.59
O^57
O^55
O^53
6.63
6~63
6^63
6^63
6^63
6,64
A /A
6,64
6^64
6^65
6^65
)OWNSTREAM BOD DOWNRTREAM DO
0.76
O~74
O^71
0.69
O^66
0~64
O^62
O^6O
O~5S
O^56
0^54
0,52
O,51
0.49
O~47
0,46
0.44
0.43
0,41
0.40
0^39
6^63
6.63
6^63
6.63
6~63
6^63
6,63
6.64
6^64
6.64
6^64
6^65
6~65
6,65
6~66
6,66
6.66
6,67
6.67
v.68
6~68

nIS�H�R0FR � HICKORY NE
NAME OF LAKE | HICKORY
DEPTH | 21^30 FEET
WIDTH 900^00 FEET
VOLUME 1 3^037Ef008 CUBIC FEET
FRESHWATER INFLOk | 40,00 CFS
WASTEWATER FLOW 1 6^40 MOD
ULT. BOD OF WASTE 135~00 MG/L
MAX TIDAL VELOCITY 1 0,00 KNOTS
CROSS-SECTION AREA !19170^00 SQ~FT,
ADVECTIVE VEL^ 1 0^04 MI/DAY
DISPERSION | 1^00 SQ^MI./Dk
K1 1 0^30 PER DAY
42 0^31 PER DAY
POD AT OUTFALL = 1^19848833047 MG/L^
D.O. AT OUTFALL =
6^41619453844 MG/L
MlLEPDINT UPSTREAM BOB
MILEPOINT
O^OO
0^1O
0^2O
0,30
O~4O
0~5O
O°6O
0~7O
0^8O
0490
1^O0
1^1O
1^20
1.30
1^4O
1,5O
1~6O
1.70
1^8O
1,9O
2~OO
1^2C
1.13
1.07
1.01
O~95
O~9O
O^85
O,S3
0.76
0^72
0^6S
UPSTREAM D.O.
6^42
6.42
6,42
6,43
6~43
6,44
6 ~ 4 5
6.46
6~47
6,48
6,49
0WNSTREAM BOD DOWNSTREAM DO
1,2O
1^14
1^0G
1.02
O~97
0~92
0^87
0,83
O~79
O~75
0,71
O~67
O^64
O,6O
O^57
O~54
0~52
O^49
O^46
D~44
O~42
6,42
6.42
6~42
6,42
6^42
6,43
6,4__y
6,44
6~45
6~46
6^47
6.48
6^49
6.50
6,51
6.52
6^53
6.54
6^55
6^56
6.58

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PET DAIRY DIVISION P.ET..LNC _.----
-REGAL-MANUFACTURING CO 350 15TH ST SE
--7-
CORPORATION-HICKORY DISTRICK 12143050 TATE EGBOULEVARD DESE
SHUFORD MILLS INC-TAPE DIV
SIECOR CORPORATION 1928 MAIN AVE SE____.
SIECOR OPTICAL COBLES INC 01. SIECOR PK STATE RDHICKORY
SOUTHERN HOSIERY MILL INC 953 C AVE SE
WARD HOSIERY CO - 1410 f3TH-ST SW
TOWN OF tONGVIEW 139 24TH ST SW
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33 HICKORY 28601
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220 HICKORY • 28601
221 HICKORY 28601 GARY DONNELLY
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