NC0064378_Wasteload Allocation_19851220

r,J
Facility Name:
NPDES WASTE LOAD ALLOCATION
Engineer
Date
Rec.
Sr Z-
1 /a
7 f5
7_0
k
Date
Existing O
Proposed Permit No.: NC 00 6 Y3 -7 $ pipe No.: OO I County:
Design Capacity (MGD): 00 Industrial (% of Flow): Domestic (% of Flow): /0 0
Receiving Stream: UT i/I"b Neuse Riy4-9r Class: A -JT- Sub -Basin: D 3-off-o'a
Reference USGS Quad: E25w jFZq,,()E (Please attach) Requestor: (,(50. Qr-CQ_ Regional Office
6oLrn2r ) U 7vit -
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design 'temp.:
7Ql0 (cfs)
Drainage Area (mi2): Avg. Streamflow (cfs):
Winter 7Q10 (cfs)
Location of D.O. minimum (miles below outfall):
30Q2 (cfs)
Slope (fpm)
Velocity (fps): Kl (base e, per day): K2 (base e. Der day):
Effluent
Characteristics
Monthly
Average
Comments
I
L-ey
Effluent i
Characteristics
:"Dnthly
Lverage
Comments
I
, r l
I
i I Allocation O Comments:
1 }' sea Allocation O
irmation O
Prepared By: ^I; f,: Reviewed By:
Date:

WAST'ELOAD ALA
OCATION APPRO'JAL
FnRlm-_.-___._._.--.-.---•-------.......--..
Faci].it:.Z? Name
:
PINE HOLLOW
DEV.
Caere Of Waste
DOMESTIC
Re�ceivin5 stream
' S
UT NFUSE
V
RTJL.I?.
Stream Class
A-:f.a:
ICE C';�
SuoUasin
030102
cnunt�
:
.Jol-INC InN
DEC
Resional Office
RALIi.:EOEI
6 fytfj;
Reuuestor
:
CREECH
RALEIGH
Drainage Area (so
mi)
.23
REGIONAL OFFICE
7010 (cfs)
0
Winter 701.0 (cfs)
:
0
3002 (cfs)
---------------------
RECOMMENDE:D
ETFI_UENT L_IMITS
Wasteflow (rti_SrS)
.06
.06
O-Da3 BOIl (m5/1>
1C
29
Ammonia NitroSen
(rt15/1):
10
20
Dissolvers OxaSeri
(m5/1):
6
f•
t-H (SU)
:
b-r'
-"
Fecal Coliforrti (/100rti1):
1000
1.000
TSS (m5/1)
30
30
- -- - --- - ---
- --
-- ------
COMMENTS---------
F-PiCILITY IS : PROPOSED ( r/) EXISTING ( ) NEW
LIMITS ARE : REVISION ( ✓) CONFIRMATION ( OF THOSE PRFV10USL.Y T..SSUE_D
P;I:-COMMENDED BY. -•-_--- �'=��.........__ ... .... .... __._.....__.__....DATE': ....T(..f:_�_"...'_...
E;I'_"!.'IEWE.D BY' SUPERVISORP TECH. SUPPORT �,,1
� .... ... ... _...._...DATE
REGIONAL SUPERVISOR _ _..__� _._DATE:
-nI
...._DATE ='E:Rt4IT5 MANAGER ;_........._!---__....._ :.....�zS_

�� ID�2�{IHS
� �astiw,Fa�r�
i
Cj3 oY oa
--JA- -
---
— ---
T D ---- -
OA�O•N>S mA'I,o
- ---
txSGS �pa.Ob�4 • I b3 4
sr �cs.�r- I c — —
cQ�Og= CRECK
I
-- —
L I9 mA = S. oq (L+,p=
4 _4
IQ U ele_a7o, — —

I
�
C9 e to l� 7 3
C1�O�c
2
,L) 0.3 -
p
9 o')0
D,os o,!
::D
D, 1 /. S
-ro,(-moo
ax `- ��
5�,9� iae�'- i-��'_�•s
---
----- ----- --
clz
J
D,
TP
i

`:eaj.ies't No. 2659
Facil.it Navie
Tyre Of WISSte
fieceivin-, Stream
Stream Class
Slibbasin
Cuunt_f
Rei�iuna1 Office
Reauestur
11rai.na e Area (so mi.)
7010 (cfs)
Winter 7910 (cfs)
-1002 (cfs)
WASTELOAD t=lLLH ATION APPROVAL FORM ------
PINE HOLLOW DEV
I]OMEST):C
UINEUSE: RIVER
A
Y 03040
W,.I0HNSi0N
RALEIG1-1
CRE.1.7CH
I 2
0
0
----- -- -------- -- RECOMMENDED EFFLUENT LIMITS --
-- ---- - -------- ---- COMMENTS ---------
RECOMMEND NO DISCHARGE-7010=0.
Lj
NOV 2 U ijdo
`LEv„ r,tcirr2AL OFFICE
F'ACIL.ITY I S T 1='R0POSEIi ( ) EXISTING ( i NEW
LIMITS ARE REVISION ( CONFIRMATION ( ) OF THOSE PRFVIOUSLY ISrUEE1
ftE.COMMENDE::D BY: DATE;
R''FV T F W F Y I PY:
0UPERVIS,0Rr TECH. SUPPORT
I;f:GIONAL SUPERVISOR
'I:RHII'S MANAGER
_.._DATE' ' _. j/ _4..J....
_.._DATE
.__..DATE .... ...•-
'llrcv�

L
r. c
DISC1-1ARtKER
Ril' ..EIVIHG STREAM
MODEL RESULTS
PINE HOLLOW DEV,
*UT BE711DINGFIELD CR.
+i��i• # '•Th��!'•# l+=f• !•T•m##+T' �I'�+:��h +T+f•hi•+7+VY**>1111** h* #+f•####T#T�1`+ �h#T####�f•##+!�'�f•+1+######fF �l +1
THE END D 4 O t .1.6 i .02 MG/1—
HE: ENli CBOD •T•S 7.;76 MG/L.
THEE. END NBOD :[Cyy ,o.00MG/yL{
111E +<•C�. MI.I4. OF SEGMENT 1 IS 5,08 MG/L
.1-1sS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.11
WHICH IS LOCATED IN REACH NUMBER J.
HE. WLA FOR SEGMENT 1 REACH I IS 67 MiG/L OF CBOD
THE WLA FOR SEGMENT I REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT 1:1+0: IS b MG/L
THE W-ASTEF1-0W E*NTERING SEG I REACH I IS 0.02 MOD
THE:: WLA FOR SEGMENT �, RE,;CH � IS �7 MG/L. OF CL-�CI�
•THE WI_A FOIR' SEGMENT 1 REACH 2 IS 0 MG/L OF NBOD
THE. REQUIRED E'FFL.UENT D.O+ IS 6 MG/L
THE WASTEFLGW ENTERING SEG 1 REACH 2 IS 0.06 MOD
!'I!E WI-6 FOR R SEGMENT 1. REACH 3 IS 0 MG/L OF CBOD
THE WLA FOI SEGMENT 1 REACH 3 IS 0 MG/L. OF NBOD
THE 'EQUIlR'ED EF F 1...UE.NT D.O F IS 0 MG/11-
.LIE. WASTE•FL.OW ENTERING SEG 1 REACH 3 IS 0 MOD

i CIDEL.-SUMMARY DATA
D-I�,C1-1ARGER
+ FINE HOLLOW DEV t
SUBBASIN �
03040 2
I ECE.1:V 1N0 STREAM
o UT 1::.E1~:;DINOF'IEI,..D CR *
STREAM CLASS!
A• —I I
7010
t 0 CFS
WINTER 701.0
0 C F S
DESICIN TEMPERATURE
26 DEGREES C+
WASTEFLOW
.06 MBD
1 LENOTH 1 SL.OPE I
VELOCITY
1 DEPTH
1 10,
1 K1.
1 K2 1
K2 1
hr'i 1
I MILES I FT/M l: I
FPS
I FT
I /DAY
( @20
1 DAY 1
@20 1 /DAY I
SEGMENT
I
I 1 I
I 0+111 91.001
0+100
1
1 04,14
I
1 1.+01
I
1 0+77
( I
1 1.8+661
I
1.6+381
1
0+001
REACH
SEGMENT
1
I I (
1 0.601137+001
0+128
1
1 0+25
1
1 0+86
l
1 0+65
1 I
1 35+981
1
31..581
1
0+001
RIEACH
2
1 1 1
1
1
1
1 1
1
1
I:GSEI~�T
:I.
I + 00 1 1 + 00 I
0. 100
1 0 + 50
l 0 + :.�6
1 0,42
1 4 + 31. 1
3.781
0 + 001
REACH
3
I I I
1
I
1
1 1
(
I

a
INPUT DATA SUMMARY
I
FLOW
I CB011 1
NBOD 1
D+ O+ #
I
CF5
I MG/L I
MG/L I
MG/L I
I
SEGMENT 1. REACH 1 1
# 1
1 1
l
I
1
I
WASTE 1
0+031
1 67+000 1
0+000 1
6+000 1
HEADWATERSI
0+000
1 0+000 1
0+000 1
O+OOO 1
TRIBUTARY 1
0+000
1 0+000 1
0+000 1
0+000 1
RUNOFF 1
0+000
1 0+000 1
0+000 1
0+000 1
#
SEGMENT 1 REACH 2 1
1 1
1 1
#
1
I
1
WASTE 1
0+093
1 6?+000 1
O+OOO 1
6+000 1
TRIBUTARY 1
0+000
1 0.000 1
0+000 1
0+000 1
RUNOFF 1
0+000
1 0+000 1
0+000 1
0+000 1
1
SEGMENT 1 REACH 3 1
I 1
1 1
1
1
1
1
WASTI�. 1
0+000
1 0+000 1
0+000 1
0+000 1
TRIBUTARY I
O+ 1 i0
I 2,000 1
0+ 000 1
7+ 400 1
RUNOFF 1
0,100
1 2 +000 1
0 +000 1
7 «4OO 1
RUNOFF FLOW IS IN CFS/MILE

S•
1LISCHc�R'01'.R 1-`I1`dE �1�1C1�.1 CIW-• DEV+
D
Ira I...CE I V I NG aa'riEEAM +
WASTE;- LOW . 06
I SEG NO
I REACH
I 8EG M1 I
DO I
CEOD I
NBOD I
FLOW I
1
I 1
1 0♦001
5.001
67+001
0♦001
0♦031
I 1
I 1
1 0.011
5.851
66.591
0+001
0+031
! 1
I 1
1 0♦021
5+711
66+1.81
04001
0+031
1 1
1 1
l 0.031
5.601
65.771
0.001
0.031
I 1
1 1
1 0+04 1
5+49 1
65.361
0+001
0.031
I 1
1 1
1 0+051
5+411
64+961
01,001
0+031
1
I 1
1 0♦ 06 1
5.331
64.561
0+ 00 1
0+ 03 1
1 1
1 1
1 0♦071
5*261
64+161
0.001
0.031
i 1
1 1
1 0+081
5+211
63+771
0+001
0+031
1 1
l 1.
1 0♦091
5.161
63+381
04001
0♦031
1
1 0.101
5+1J1
62+991
0+001
0♦031
I 1
1 1
1 0+ :11 1
5♦ 08 1
62 * 60 1
0+001
0+03 1
I 1
1 2
1 0+ .11 1
5.771
65+90 1
0+001
0,121
I 1
1 2
1 0+21.1
6.511
63,251
0.001
0+12 1
1 .1
1 2
1 0.311
6.691
604711
0.001
0♦.1.21
1 1
1 2
1 0,411
6,. 11
58+27 1
0+001
1
0,121
1 1
1 2
1 0♦ 51. 1
6,831
55 ♦ 93 1
0+00 I
0+ 12 1
1 1
1 1
1 0.611
0.891
53+681
0+001
0♦121
I 1
1 2
1 0+71 1
0#941
51+521
0♦001
04121
1 1
1 3
1 0,711
7.19l
024.411
0+ 0 0 l
0+271
1 1
1 3
1 0.131 1
64741
22+841
0+001
0+2131
1 1
1 3
1 01911
6+451
21.391
0.001
0.291
1 1
1 3
1 1♦ 0 :1. 1
6+ 271
20.061,
0+001
01301
1 1
1 3
1 1+111
6+171
:18.831
0.001
0.311
1 1
I 3
1 1+211
6+131
:17+701
0.001
0+UP
I 1
1 3
1 1+311
6.141
15.661
0.001
0♦331
1 1
1 3
1 1+411
6+171
15+691
0+001
0+341
1 1
1 3
1 1.511
6.211
14+791
0+001
0♦35!
1 1
1 3
1 1* 61 1
6.281
13.961
04001
0.361
1
1 3
1 1+711
0.341
13♦181
0.001
0+3'f1
1 1
1 3
1 1 ♦81 1
6.421
14*461
0+001
0♦381
I 1
1 3
1 1+911
w+491
11♦.91
0.001
0.391
1
1 3
1 2+011
6.571
11.161
01001
0♦401
I 1.
1 3
1 2.1.11
6.641
10♦581
0.00E
0+411
! 1
1 ;3
1 2,21.1
6.711
10+031
0+001
0♦4 1
I 1
1 3
1 2.31.1
6.781
9+511
0.001
0♦431
1 1
1 3
1 2+41i
6+841
9♦031
0+001
0♦441
! 1
1 3
1 2*511
6.91.1
8+581
04001
0+451
1 1
1 3
1 2*61 1
6.971
8+1.61
00001
0.461
1 1
1 3
1 2+711
7+021
7.761
01001
0.411

'
~ � '
`
'
DISCHARGER
RECEIVING STREAM
********** MODEL RESULTS **********
|PINE HOLLOW DEV,
�UT BEDDINGFIELD CREEK
**********************************************************************
THE END D^O, IS 8^75 MG/L
**********************************************************************
THE END CBOD IS 13^78 MG/L
THE END NBOD IS 0^00 MG/L
THE D^O^ M%N^ OF SEGMENT 1 IS 4.98 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.11
WHICH IS LOCATED IN REACH NUMBER 1
THE
WLA FOR SEGMENT 1
REACM
1 IS 135 MG/L OF CBOD
THE
WLA FOR SEGMENT 1
REACH
1 IS 0 MG/L OF NBOD
THE
REQUIRED EFFLUENT
D^O~
IS 6 MG/L
THE
WASTEFLOW ENTERING
8EG
1 REACH 1 IS 0^02 MOD
THE WLA FOR SEGMENT 1 REACH 2 IS 135 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 2 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D,O^ IS 6 MG/L
THE WASTEFLOW ENTERING GE0 1 REACH 2 IS 0,06 MGD
THE WLA FOR SEGMENT 1 REACH 3 IS O MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 3 IS O MG/L OF NBOD
THE REQUIRED EFFLUENT D^O. IS O MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 3 IS 0 M G D.

z
## t1�1T�E1_.•Ul�iifpF�Y DATA.
o
0
DISCHARGER
PINE HOLLOW DE4' +
SUDBAS I N F
030404
I: ECEIVING 8' Rl'—.AM
UT BEDDINGFIE!_D CR+
STREAM C1_.A88:
A —II
7010
0 0 CFS
WINTER 7QJ.0 :
0 CF8
I:tI:_:SIGN TEMPERATURE
4 16 DEGREES C+
WASTEFLOW
06 MOD
I LENGTH l 8LDPI I
VELOCITY
I DEPTH I
K1. I
K1.
k I:2 1
K2 I
Kra I
I MILES I FT/MI !
FPS
I FT I
/DAY l
@20
I/DAY 1
@20 I DAY I
;31'::GMI' N1'
1
1 0+ 11. 1 91. +001
0+ J.00
1 0+:1.4 l
0+64 1
0+77
1 15+01 1
16+38 1
0+001
REACH
1
I I
SEGMENT
:I.
1 1 1
I O t 60 1 137 + 00 1
0 + 166
k l
1 0 + 2 7 1
(
0 * 60 1
0472
l 1
1 37 + 481
1
40 + 88 I
1
0 + 00 1
REACH
2
1 1 1
1 1
1
1 1
1
1
SEGMENT
1
! I 1
1 2+001 21+001
0+128
! 1
1 0+59 1
I
0*36
1 0+43
I l
1 4+431
1
46831
1
0+001
REACH
3
1 1 1
!
!
k
! k
I
I

Q
INPUT
DATA
;;'i1.1MMARY
I
FLOW
I CBOT, I
1,1BOD 1
El v O, !
I
CFC
I MG/L I
MG/L I
MG/L E
I
SEGMENT 1 REACH 1 1
I 1
1 I
1
I
i
!
WASTE 1
0 * 031.
1 135 * 000 1
0 * 000 1
0 # 000 I
HEADWATERS 1
0,000
1 Q, 000 1
01000 1
0 t 000 I
'TRIBUTARY 1
0, 000
1 04000 1
0,000 1
01000 1
RUNOFF 1
0,000
1 0. 0 1
0* 000 1
0.000 1
I
SEGMENT 'I REACH 2 1
l I
1 1
1
1
I
1
WASTE 1
0, 003
1 1-35.000 1
0+ 000 1
6+ 000 1
TRIBUTARY 1
0, 000
1 0* 000 1
0, 000 1
0, 000 1
RUNOFF 1
G ,170
1 2, 000 1
0,000 1
91.000 1
I
SEGMENT 1. REACH 3 1
! I
1 1
1
1
I
1
WASTE 1
01000
1 Q, 000 1
0, 000 1
0+ 000 1
TRIBUTARY 1
06300
1 2 t OOO 1
00000 1
?, 000 1
RUNOFF 1
0,150
1 ?, 000 1
0.000 1
94000 1
1~;1.iNOFF FLOW IS IN CFS/MILE