NC0000400_Waste Load Allocation_19791102

Routing on Reverse Side
NPDES WASTE LOAD ALLOCATION
Facility Name: L X3'4- `Ecd F-C( . -- -f— N .(yl a k (Lk Cc'. Date: ////7- /z
County: / - L cJef..-C Permit No. : J G o Q o o 4 o o Pipe No. :
Receiving Stream: �) , < e-< 1-, , Class:
Design Capacity (ISD): 2, .0:32- Design Temp. : Requestor:
Drainage O: 7i
rSub—basin: D`{—oD,-0 (e Area: ( . !
Other Stream Affected: Class:
Limits (circle one): Effluent or Water Quality Avg. Stream Flow: DO Sag Pt. (mi.)
Effluent Monthly Average Weekly Average Max. Da—lv Avg. MamOlum Min;mum
Characteristics Conc, . Load. Conc. _ Load. _ Conc, _ Load, Conc, Load, Conc. _ Load,
.BOD5
Fecal Coliform
Disolved Oxygen
Total SS i
A cess P
1 • ,� f ( �
NH)—N
pH (range) -7.•:,u`
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Prepared by: "'i . eA.,.rtiReviewed by: r Date: l

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For Industrial Dischargers List BPT Below
• Effluent Nbnthly Average Weekly Average Maxim= Miniwum
1/4 CharacteristicsConc. Load. Conc, Load, - Conc, Load. Conc. Load. , Conc. Load,
,
DOD
Fecal Coliform _ ,
Disolved Oxygen , _ _
Total SS - _ , -
MirN -
pH (range) _
T_ 1
_ ,
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Industrial SIC Code: Type of Waste:
Effluent Guideline Reference:
Routing
To Initial
aInformation Services
Modeling and Alloc.
0 Regional Office

NPDES WASTE LOAD ALLOCATION Rowing on Reverse ide
Facility Name: _ Lgwsoa, G(.Ni+e-L re 14.sprit. 14141 a. rn,Ne2A I n:sey1¢AIf Date: gC.t� /� 1 79j
County: 114'14c.e,11 Permit No. : 4/c. Da 009-0 0 Pipe No. : p 0 /
Receiving Stream: &MR-}l,To R l v o-P Class: C' -TR occ.4
Design Capacity (NED): 1.02— Design Temp. : Requestor: Off ke PArec eg. — 4 72 o
Sub—basin: Q4l--03 + 0 L Drainage Area: 13/ c ,hides 7Q10: f-7r`s
2/30- 77�y
Other Stream Affected: Class:
Limits (circle one): Effiu•nt or Waist. Quality Avg. Stream Flow: 24-3 cEs DO Sag Pt. (mi. )
'Effluent Monthly Ayerage Weekly .Average Max. Idly Avg, Maximum Minimum
Characteristics Conc. _ Load, _ Conc, Load, Conc. _ Load, Conc, Load, Conc. Load. '
BOD5 ,
~Fecal Coliform
)isolved Oxygen
Total SSlitAZ l' e �
s
NH3 N
pH (range) (n- 9s(u, ,
r] LA_en4c,I. 1 16.5111
t .` sc , av, - A . , in _ ,- r6.4 ' . n r cf C th_ .
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. , y I
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Prepared by: 'N1't ( 6t.J''ra- Reviewed by: .--9_./40
Date:
IS -3/78

For Industrial Dischargers List BPT Below
•
= vtiit
Effluent Average Weekly Avera_e r.. _. y. . u i ••n_ II
.Characteristics _ Conc. Load. Conc. , Load, Conc. Load. Conc. Load, Conc. Load.
BOD
Fecal Coliform
Disolved Oxygen 1- _ _
Total SS - \\ 7� d r:./ L i
NH -N
pH (range) ,, ‘4111111111111111111. 10 0x. _
o • e.s 71 04
g . S4)i s v , I111111111111111111111111111111111111r 20
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7
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kl nA,00a.� tk --t DSrWs d U
Fl o i.0 1.73 mGt. 2 .02m1d-
i
Industrial SIC Code: /VS-9/ /41, 9 Type of Waste: - vo�f i/tile. So/it
Effluent Guideline Reference: /(lo &t&4e/,Nu Tu•�itb e�
-r—L,,.s2 N,1. s Aw Fin, t44_ 9..,(4-s-/-)/12.,
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0 Information Services
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ASSIMILATIVE CAPACITY EVALUATION
II l (LEV�EL "B" ANALYSIS
SOURCE OF POLLUTION: L 7 -3e- -�_ LC. -dL 41411.... arIe CAr'`-/ °`-"-(!
Areawide (208) Planning Area: Mn, -�
Facilities (201) Planning Area: 14.61-
A. RECEIVING STREAM Aiar TZ)e ZI Jt I"
Classification: C- 7C,
7/10 Flow (cfs) L3.1
B. ASSIMILATIVE CAPACITY DATA
Water Surface Slope (ft/mi)
Stream Velocity (fps)
Stream Depth (ft)
Elevation @ Discharge Pt. (ft)
Drainage Area (sq. mi.)
7/10 Yield (cfsm)
Design Temperature (°C)
Groundwater Runoff cfs/mi)
Deoxygenation Rate (K1 Base e)
Reaeration Pate (K2 Base e)
Min. Daily Avg. D.O. (mg/1)
Upstream Quality -
BODu (mg/1)
D.O. (mg/1)
C. REQUIRED EFFLUENT LIMITS
Design Flow (MGO) . 0
BOD5 (mg/1)
Ammonia Nitrogen mg/1 `S
Dissolved Oxygen (mg/1)4#
Total Suspended Solids )\
TM/
Fecal Coliform (N/100 ml) — 1'
pH (S.U.) �.t7
F/Hor,d€6(1'/da ) 7
(J 7'1.6DO -
D. C MMENTS U08at
SoLL, (-,,21A) o.
e e Y�
S00
400 ---
300 Ft,,(
�A. C200
iQQ}
LI S0
70
60
Ol 60
ors 40
30
a \
w 20 N,v
10
Der14n Flow [wog 03
STATE OF NORTH CAROLINA DEPARTMENT OF NATURAL AND ECONOMIC RESOURCES
ORIGINAL FIRST UPDATEPAGE SECOND UPDATE THIRD UPDATE
cii Cht SOF ((f-)l FR1306