NC0044725_Wasteload Allocation_19870424

NPDES DOCIMENT :MCANNINO COVER SHEET
NC0044725
LMAC WWTP
NPDES Permit:
Document Type:
Permit Issuance
(...W.,/.
asteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Staff Comments
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
April 24, 1987
This document is printed on reuse paper - ignore any
content on the resterse side

NPDES WASTE LOAD ALLOCATION
PERMIT NO.: NCO() 4-4 72s
FACILITY NAME: LAue/NRu2.c7-MA) CN 4-/2Po4T CO44MI55i6j
Facility Status: EXISTING PROPOSED
(circle one)
Permit Status: RENEWAL MODIFICATION UNPERMITTED NEW
(circle one)
Major
Minor.
Pipe No- /
Design Capacity (MGD):
Domestic (% of Flow) -
Industrial (% of Flow)*
Comments- TG'P o /ic4 .'i< / 1/e' - r 4�/t i►RG ,--" Se.
" / Alo/1/yt(7 a✓c�',I'c1c r l/M'�T ,) / r c r(vr- /z
w , :4 z); 680C.
8
/Z
RECEIVING STREAM: 1.--'4 P,2
Class -
Sub -Basin:
s6.J
-C7- S /
Reference USGS Quad: .' ! ` �' (please
County: 'r t \ Scof iettiJKn
Mork')
attach) avee6.q
Regional Office: As Fa Mo 1'la Wa WI WS
(circle •asT
Requested By: 5-4M4•EL 84'/P6C: S
r
Prepared By: �. f !i _ _ „ 4 Date-
isfi
Reviewed B / �,.. .i=�
y� -- � Date.
cL;I
PLOTTED
Drainage Area
Model
v--D
(mi2) .3(a
er Date Rec. # -�
0
Avg. Streamflow (cfs): �fr
7Q10 (cfs) _II l Winter 7Q10 (cfs) ht730Q2 (cfs)
Toxicity Limits: IWC f - 7 % (circle one) Acute / Chroni5)
Instream Monitoring:
Parameters
Upstream
Downstream
1 dDs, N113 , 1)O ) chi*,
'//' , Location et 7/
Location
J1 / 363 d t
Effluent
Characteristics
1
Summer
Winter
BOD5 (mg/1)
pvi (i)
3o (36)
NH3 N (mg/1)
1 Gp (cc)
_
D.O. (mg/1)
s (s)
(S)
TSS (mg/1)
3 0 (0)
3 O .30)
F. Col. (/100m1)
/o 0 o (io )
f c oo
(000)
pH (SU)
C - ? (-,-c1)
6 _ ? Ci`11
4
S6 JI vm 1 5
6 1 d o Q4.51),
68.00 PM)
dill) t 1d 1LS
8'30o (14,q
E*3 ab (Ii Si)
Co Lii 145
3, C. (.3 ,G)
3.6 (3.6)
Comments 014
reco.yl i» cn ex's
lC�°►v/PPet-did
arain e, ors 1 c h f
o�i pt/'�f9��
f PCo , en tee j �Csf�/ c 4'&f ' i
6-S X /S / Cow drarroZ 1nte ! d.-nyc.
j) t Gs yq .n e d Ilji p e e✓! �a.os G •Cove✓' /0o a S;VC.
(/ 'ea CI4 SS .8 wot.Ter0S

--------------------- WASTELOAD ALLOCATION APPROVAL FORM
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
Wasteflow
5-Day BOD
Ammonia Nitrogen
Dissolved Oxygen
TSS
Fecal Coliform
pH
Sodium
Chloride
Cobalt
LAURINBURG-MAXTON AIRPORT COMMISSION
92 % INDUSTRIAL, 8 % DOMESTIC
EXISTING
LUMBER RIVER
C-SWAMP
030751 �
ROD[CON~��*�x��^� Drainage Area
FAYETTEVILLE Summer 7010
S. BRIDGES Winter 7010
3-24-87 Average Flow
H-21-SE 3002
:
(mgd):
(mg/1):
(mg/1):
(mg/1):
(mg/1):
(#/100ml):
(SU):
(lbs/day):
(lbs/day):
(lbs/day):
(sq mi)
(cfs)
(cfs>
(cfs)
(cfs)
Request No. :3910
367.
111.
148.
511
RECOMMENDED EFFLUENT LIMITS -------------------------
Summer
1
24
16
5
30
1000
6-9
6800
8300
3.6
Winter
1
30
30
1000
6-9
6800
8300
3.6
APR I'l - ' ^
�kmx .�
�4-`r
.~»YET
--------------------------------- MONITORING
Upstream (Y/N): Y Location: RT 71 BRIDGE
Downstream (Y/N): Y Location: SR 1303 BRIDGE
TOXICITY TESTING REQUIREMENT ATTACHED.
RECOMMEND EXISTING MONITORING PARAMETERS BE KEPT IN EFFECT.
RECOMMEND REOPENER CLAUSE FOR CHANGING PERMIT IF GSX IS ALLOWED TO DISCHARGE
INTO LMAC.
RECOMMEND REOPENER CLAUSE TO COVER POSSIBLE CHANGE TO CLASS B WATERS.
Recommended by
Reviewed by:
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering
Date
Date
Date
10 -f
0.17-
Date �
,
'7----�7-'

Facility Name 1.4wri va- !Y1a4tb„ 4u- o1'e
CpnfmJSS
/04
Permit # COO 4t4174S'
TOXICITY TESTING REQUIREMENT
The effluent discharge shall at no time exhibit chronic toxicity using
test procedures outlined in:
1.) The North Carolina Ceriodaphnia chronic effluent bioassay proce-
dure (North Carolina Chronic Bioassay Procedure - Revised *February 1987) or
subsequent versions.
The effluent concentration at which there may be no observable inhibi-
tion of reproduction or significant mortality is j.ff% (defined as treatment
two in the N rth Carolina procedure document). The permit holder shall
perform O [6�l monitoring using this procedure to establish compliance
with the permit ondition. The first test will be performed within thirty
days from issua •e of this permit. Effluent sampling for this testing shall
be performed at the NPDES permitted 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 appropriate parameter code.
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 chemi-
cal/physical measurements performed in association with the toxicity tests,
as well as all dose/response data. Total residual chlorine must be measured
and reported if chlorine is employed for disinfection of the waste stream.
Should any test data from this monitoring requirement or tests per-
formed 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 docu-
ment, such as minimum control organism survival and appropriate environmen-
tal controls, shall constitute an invalid test and will require immediate
retesting. Failure to submit suitable test results will constitute a fail-
ure of permit condition.
7Q10 «1 cfs
Permited Flow f MGD
Basin & Sub -basin 03-07-'5/
Receiving Stream ,i,., bee �t ve1'
County o-t I ,,, 4(.,
Recommended by:
Date

/1.)5t'e s a r+ L. 'M C I R ?7 wt. A
U e (' h l wt It ✓`
4,iO4c v,V 3ZZrve✓i3
(oTu) 1.l'VI 1} C o (&s) (A) t; = i Z
�1 ry - of) J , P Ste q e ,A S -3. o (E,c)s)s-) "t" 4-. (r N N ) -- 12.o
J
Tor l r4 C ; d (;c +) + . 5 (I(,) _ t— a = 1
e.. :
Sfedevl S
&arP‘f of _ 601)�
ruH3
fero,
kke KA:It -±0
k ,v Ac
d-je S L t ive,•-• e c oviJar
h o ►. a. `1 Vt S -f a s w t` ,A. `-fZ
vv:ttS t� �\e
Wt
cS v ►'+i eli e i`
Le. 01 (3o(z) IS-0 c) 5cG 00.44.r
6.,, I Sa a2 4 O e -I-o f t sue. Secobtel4!`t
ir.14i/S.

1
SUMMER
INTERACTS WITH J.P. STEVENS
DATA DISK: LBDATA8/LMAC875
Discharger
'Receiving Stream
---------- MODEL RESULTS •
: LAURINBURG-MAXTON AIRPORT COMMISSION
LUMBER RIVER
The End D.O. is 5.9A mg/:I
The End CBOD is 1.25 mg/i.
The End NBOD is 0.00 mq/1.
Segment 1
Reach 1
Peach 2
Reach 3
Peach
Reach 5
Segment 2
Reach 1
Peach
WLA WLA WLA
DO Min CBOD NBOD DO Waste Flow
(mg/1) Milepoint Reach 0 (mg/1) (mg/1) (mg/1) (mgd)
-----
6.43 7.55 5
5.01.
3.1.0
120 0.00 5.00 3.60000
O 0.00 0.00 0.00000
O 0.00 0.00 0.00000
O 0.00 0.00 0.00000
O 0.00 0.00 0.00000
:1.20 0.00 5.00 1.00000
• -0 0.00 0.00 0.00000

•
*** MODEL SUMMARY DATA ***
.D i. charger : LAURIN131.1RC••••MAXTON AIRPORT Subbas:i.n . 030751
Receiving Str'ai:l.m : 1...t.1MBER I::l:VI:::R Stream Class: C-SWAMP
Summer 7Q1.0 : :1.:I.1. Winter 7t :I.0 :I.48.
'Design Temperature: rature : 25.
!LENGTH! SLOPE! VELOCITY 1 DEPTH! K1 : K1 1 K2 1 K2 1 KN 1 KN 1 KNR 1 KNR 1
1 si1e 1 ft/nil fps 1 ft :design: 220° :design: P20° !design: 820° :design: 820° 1
Segsent 1 1 2.231 2.201 0.691 1 3.30 1 0.47 10.37 1 1.49 1 1.341 0.00 1 0.00 1 0.00 1 0.00 :
Reach 1 1
5egaent 1 : 1.021 2.201 0.779 1 3.11 10.47 10.38 11.68 1 1.51: 0.00 : 0.00 1 0.00 1 0.00 I
Reach 2 1
5egoent 1 1 2.77: 2.201 0.779 1 3.12 1 0.47 10.37 1 1.68 1 1.51: 0.00 1 0.00 1 0.00 1 0.00 1
Reach 3 I
Segoent 1 1 1.401 1.101 0.779 : 3.12 1 0.47 : 0.37 1 0.84 1 0.751 0.00 1 0.00 1 0.00 1 0.00 1
Reach 4 ;
Segoent 1 : 0.38: 1.10: 0.121 1 7.93 1 0.44 1 0.35 1 0.45 1 0.121 0.00 1 0.00 1 0.00 1 0.00 1
Reach 5
Seger 2 : 2.731 1.10: 0.121 1 8.00 10.44 1 0.35 10.45 I 0.121 0.00 10.00 1 0.00 1 0.00 1
Reach 1 :
Seghzrt 2 1 4.81: 1.00: 0.116 1 8.19 1 0.44 1 0.35 1 0.45 1 0.101 0.00 1 0.00 1 0.00 1 0.00 1
Reath 2. :
Flow C E :O O 1 N IE: (:) I:) 1 D.O.
c'I's mg/1 1 mg/1 1 mg; 1.
S ea m e n t 1 Reach :1. ♦�
Waste 1 5.580 ! .t.f t) . ()O0 ! 0 . 00() 1 5.000
I' 4eiil.clwaterof :.1.0 r . 00() I 2.000 : 0.000 : 7.560
Tributary 1 0.000 I 0.000 1 0.000 1 0.000
* I' : t.t rl c:; C (' 1 0.206 1 2.000 1 0.000 1 7.560
Segment 1 Reach 2
Wct.lii'i:r::•: 1 0.000 : 0.000 I 0.000 : 0.000
Tributary I 0.000 1 0.000 I 0.000 : 0.000
* I::rttrlr;•1'T 1 0.206 1 2.000 I 0.000 : 7.560
Segment :1. Peach
Wii3.!ii 1 0.O0O : 0.000 : 0.000 : 0 000
Tributary : 0.000 1 0.000 : 0.000 1 0.000
• 1::t.trlt:)ff 1 0.206 : 2.000 ; 0.000 : 7.560

Sit c:imr. nt :l. Peach A
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 0.000 1 0.000 1 0.000
* 1•ti t.t r1 t:a •f' •i' 1 0.206 1 2.000 1 0.000 1 7.560
Segment :f. Peach 5
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 0.000 1 0.000 1 0.000
• Pt.tr%t:afi 1 0 .206 1 2.000 1 0.000 1 7.560
Segment a:t Peach :f.
Waste 1.55() 1120.000
1••l r? a i:1 t.j a t e r s 1 0.000 1 0.000
Tributary 1 0.000 1 0.000
* Runoff 1 0.206 1 2.000
O .000 i 5.000
O .000 1 0.000
O .000 1 0.000
O .000 1 7.560
Segment 2 Peach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
'T'r:i.fat.ttary 1 0.000 1 0.000 1 0.000 1 0.000
* Runoff 1 0.206 f 2.000 1 0.000 1 7.56()
* 1; t.t rl c:a •P •r flow is in c •r s / m :i.:l. d )

~
"
-^
,
` WINTEQ
MODEL QESULT@ .... ~.... .... --.... .... .... ....
DimC2harQer LAUAINBUQC~MAC7ON OURPORT COMMISSION
'Reoeiving LUMBEA RIVE.-T.,
The End D.O. is 5.�'r:.' mg/l,
The End ["BOD is 3.E-313 III Q/l,
The End NBOD is 0.00 mQ/l.
WLA WLA WLA
130 Min CBOD NBOD DO Wayte Flmw
(mg/l) Milepoint Aeach # (mg/l) (mQ/l(mQ/I) mgd)
.... .... .... .... -.... .... .... -.... .... .... .... .... .... ----
SeQment 1 7.87 7.55 5
Reach 1 258 00 3.60000
Rea/:h 2 00000
Reach 3
Reach '1 O 0.00 0.00 0.00O�0
Aeazh 5 0 O.00 0.00 0.000�0
SeQment 2 5.01 5.el 2
Aelac h 1 258 0.00 0.0V 1.00000
Reach 2 0 0.00 0.00 0.0000O

** < MOC)El... SUMMARY DATA ***
-Discharger : i...At.lP:l:N1,1.!r€( .•••twiAXTi:3i=! AIRPORT t:;c.!E:al:)!:;.!:ta.ri : O30T5:I.
Receiving Stream : LUMBER RIVER Stream C::l.;is.=.is!i; : C-SWAMP
Summer 'T (.:E. () : :I.:I.:l.. Winter '7 t :l. () : 1.46.
I:) c::• :i. c:j ri Temperature: 15.
;LENGTH; SLOPE; VELOCITY 1 DEPTHI K1 I K1 1 K2 1 K2 1 KN 1 KN 1 KNR 1 KNR 1
1 mile 1 ftlail fps ; f1. Idesign1 820° ;design; @20° !design! 820° ;design; 820° 1
Segaent 1 I 2.231 2.201 0.691 13.83 1 0.29 10.37 1 1.20 1 1.341 0.00 1 0.00 1 0.00 1 0.00 I
Reach 1 1
Segaenz 1 1 1.021 2.201 0.777 1 3.61 1 0.30 10.37 1 1.35 1 1.511 0.00 10.00 1 0.00 1 0.00 I
Reach 2 ' 1
Sapient 1 I 2.771 2.20: 0.779 1 3.61 ; 0.30 10.37 ; 1.35 1 1.511 0.00 : 0.00 1 0.00 1 0.00 1
Reach 3 1 1
Segoert 1 1 1.401 1.101 0.779 1 3.62 1 0.30 10.37 10.68 1 0.751 0.00 10.00 10.00 10.00 I
Reach 4 1 `
1 + 1 • + 1 n 9 1 n 23 + 1 2 1 0.121 0.00 { 1 0.00 1 1
Si=y�ic�.r1� 1 0.381 1.1�, 0.121 1 ti.1� 1 v.c:u 1J.35 1 O.J:B 1 1 0.00 1 1 0.00 1
Reach 5
S[ . 2 1 2 731 • • 0: 0.121 : n 2J} 1 20 1 1 23 i 21 n n 1 ^ 00 1 0. 00 1 0 . 00 ;
}t:�nl t�.ilL J. 1 L,. 1.11 i.1V1 1 7.1.'7 1 �i.c,a 1 tij.35 1 V.LtJ 1 L1 v.v' 1 V.VV i
Reach 1
S_ 2 1 n 81+ • n01
1 SS ,
ea`{1 2 . .
nv.i•16
1 7.46 ; 0.l.:0 I J� '� : n nr 1 J� a01 n nn 1 0ty qq 1 n 0n/n� 1 n nn 1
V..JS 1 V.L1J 1 V.iU1 %.VV i J.V%J i tiJ.`JV i V.Uv
1 Flow :MOD t'•i 1::+i.J D D.O.
1 c:'•:is iiii J .. mg/1 mg/1
•i
.:J ? i:j i'ti l't"r. i'; 'i. 1 Peach .1.
W l:1.::1 E.': 1 5.530 { i:.: 5 {:3 \ 1 0.000 1 0.000
l 1 :<:!.cEWiii.'7,r::irt!:; ; :1.'I6 . (};:() ! 2.000 1 0.000 1 9 .'200
Tributary 1 0.000 1 0.000 1 0.000 ! 0.000
* 1: i.i ri t:; I. 1 1 0.206 1 2.000 1 0.000 : '>' . 20 0
Segment :1 Peach 2
+e:: ' 0. 0 0 0 ; % 0 ; 0.000 i . 0 (. i
W iii. fii 'i. 1 (. �) +':} (;y ) (} (, 7 �
Tributary ,1 I 0.000 I 0.000 1 0.000 ' 0.000
♦Is 1". 11 r+ 1 0.206
2 0 l 2:) /4 t 1 1 9 200
�H 1": i.i ri i:J •i' 'I' , CJ r.:: J c.T :... (} `.J '.J 1 0.000 i i -
Segment 1.
W{i3.:.. ,+'::. 1 0.000 1 0.000 I 0.000 1 0.000
Tributary : 0.000 1 0.000 1 0. O00 I 0.000
* 1+ 1 1 . i••. 0/ : ; T.200
2 `•1 /}
•c 1.1 rl i:; 'I' 'I' 1 J /.:: tiJ (:� 2.0000.000 1 i 1::. �: �

%
Uegment 1 Peach A
Waste I 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 0.000 1 0.000 I 0.000
* 1•.►drat:a•P 1 1 0.206 1 2.000 1 0.000 1 9.200
Segment 1 Peach 5
Waste I 0.000 I 0.000 1 0.000 1 0.000
Tributary 1 0.000 I 0.000 I 0.000 1 0.000
* P►.cricaTT 1 0.206 1 2.00() I 0.00() 1 9.20()
Segment 2 Peach 1
Was '?,r, 1 1.550 1258.000 1 0.000 1 0.000
Headwaters! 0.000 I 0.000 1 0.000 1 0.000
Tributary 1 0.000 1 0.000 1 0.000 1 0.000
* fli.iraaPf 1 0.206 I 2.00() 1 0.000 I 9.200
Segment 2 Peach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tr:L1:yut'►:a.ry 1 0.000 1 0.000 1 0.000 1 0.000
* G!!.sr►c:a•I'•R 1 () .206 1 2. 00() I 0.000 I 9.200
1"! ►.► r► c:a •I' •I' •1- :1. to ti :i. !:i in (T E / ►n :i. ]. (

eAA.± Rect.c..,._ 6c. hem-jeic.
41.
Reath
00 c...owitouve
\if) st.ev em. 3 0 u...4
S 0
C KA-0 r
mo4 tot, a 100 touTM
52 u,c3
ITO C,,A+0‘A-

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a (ecLi "bc c u wt-,vt,4� t
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Lo . e. 0
Slope,
1`eu.1
�•23 M0106
0.206 -
va;
cfS
a.24
.
0. C.91_ frs
Ytea-cJk. 2.
-Z.qo
inet
0.77ct _frs
3
QZ.77 m,
6,a06y
0. 2o4
0
_ 0.77? ts
I\ eac h. `l-
1.40 1.14,
0..164
0.c
ix
c-cs
1, l %41;
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ES4-2 Jo. (At; ../Le
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br t± c =
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V _6i4.0.1) CP
kve-
0.56-S _7(ito
Store-
,CD t*A+ S
a--c.)(„vc. --Eo sje
Qatt —la -t- 120
Q AvEf
c
o. 3S'
O. 7+ = 0.774 lc- 8>. 71'4 = o.
'731' 410 .c
124,5 37. 47.2- * 1..257
a.a.o,a9
LsGS\ u_) taw _V= D, 044 *___107„_Sio.ls i,257
• 2.744

r'
1310 -60 )(et 7.1
0.62C. Yk
0 , 3S
S.00 S
0.75
132 44 I.Q 7
k) uSCrS_ Low..
eoG
38./Lt3- i.2S'7
7s
V -= '. ra6 )- / m. S - 0. 7? / -y s
Ci ---- V 1 V /� - 2. ? a O - o. L J O
143.r b'�s 1�1 0,29 `t1.�}6!5t4 1, 0. %
0.75
V = o. 1so 1I I.3- _ ©. I a_fis
9-a.6aa
as3
O. 3.1
_
�- 0. 71 o , 5 jj
15a . 5 ° I's 44- 1. 6 ° . zq
C2,7to ,913 = 4- PIG
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_ 0,7S
U O.!4c. ilk.- ��_II�T s
41. 3i co

LUMBER RIVER FLOM MEASUREMENTS Page 1
STATION 0
LOCATION
DATE
TIME
•
DISCHARGE
UNADJUSTED DISCHARGE
LR-1
LR-2
LR-3
LR-6
LR-7
LR-8
LR-9
LR-10
LR-11
LR-13
LR-13B
LR-15
LUMBERTON WTP
J.P STEVENS
WATER INTAKE
SR-1310
NC HWY 71
SR-1303
SR-1153
SR-1354
NC HWY 710
SR-1554
SR-1003
SR-1539
RAFT SWAMP
AT SR-1527
5TH STREET
860610
860610
860610
860611
860611
860612
860610
860610
8606111
860612
860613
1000
1200
2006
1600
1340
0900
0955
1245
1030
1 145
1130
860613 1000
WITHOR AWAL
CFS
120
129
135
152
154
157
162
165
1-6 0
11
165
13
CFS
155
168
184
178
176

STATION 1
LR-1
LR-2
LR-3
E..R-4
LR-6
LR-7
1,R-8
LR-9
LR-9
LR--1 U
LR-11
I.R--12 C
LR-13
LR-14
LR-15
TOTAL BOTH
LOCATION
DATE
J.P. STEVENS
WATER INTAKE
SR--1 "3 10
NC IEWY 71
LAURiN1311RG-MAXTt)N
AIRPORT 0 i SCt1AR6E
SR-1303
SR-1153
SR-1354
NC IEWY NO
NC EEWY 710
SR-1554
SR--1003
MOUTHS BACK SWAMP
SR--1539 (600' BELOW )
LUMBERTON WTP
5'I'N S'1' BRIDGE
DYE STUDIES
LUMBER RIVER TIME OF TRAVEL STUDY
PEAK T1MV
860610 0920
860610 1330
860611 0040
860611 020()
860611 0733
860611 1310
860612 030)()
860612 094n
860610 1000
860610 2030
860611 0400
860611 2350
860612 1045
860612. 1 630
860613 0045
TRAVEL. TIME
DYE DOSE
4 hr 10 min
12 hr 10 min
1 hr 20 min
5 hr 33 min
5 hr 57 min
13 hr 30 min
6 hr 40 min
DYE DOSE
10 hr 30 min
7 hr 30 min
19 hr 50 min
10 hr 55 min
5 hr 45 min
8 hr 15 min
(:UM. TIME
4 hr 10 min
16 hr 20 m i n
17 1rr 40 min
23 hr 13 min
29 hr 10 min
42 hr 40 min
48 hr 20) min
10 hr 30 min
18 hr
37 hr 50 mi. n
48 hr 45 min
.54 In 3() min
62 hr 45 min
1l1 hr 5 min
(0/2-q8-‘0
Lieetccie
VELOCITY
FEET/ SEC
Pape
LENGTH
MILES
TOT. LENGTH
MILES
0.774 2.20 2.20
0.626 5.19 7.39
0.418 0.38 7.77
0.721 2.73 10.50
0.710 2.88 13.38
0.670 6.17 199.55
O.601 2.73 22.28'
0.672 4.81 4.81
0.563 2.88 7.69
0.682 9.22 16.91
0.631 4.70 21.61
0.579 2.27 23.88
0.418 2.35 26.23
0.64() 48.51

STATION NO. STATION NAME
0213361900
0213361780
U s t' Ste jen s0213361985
0213362100
0213362400
1-14 P GG 0213362405
ea2,v3 0213362600
Sj u S3 0213362700
0213365100
0213367100
0213369100
0213369150
0213375150
0213379610
0213415150
0213417700
0213417950
0213417975
0213421950
0213423000
0213423450
0213423475
*Note:
Lumber R. at
Lumber R. nr
Lumber R. ab
Lumber R. at
Lumber R. at
Lumber R. ab
Lumber R. nr
Lumber R. nr
Lumber R. at
Lumber R. at
Lumber R. nr
Lumber R. ab
Lumber R. bl
Lumber R. at
Lumber R. at
Lumber R. nr
Lumber R. bl
Lumber R. ab
Lumber R. bl
Lumber R. at
Lumber R. at
Lumber R. nr
SR 1404 nr Wagram, NC
Wagram, NC
SR 1433 nr Wagram, NC
SR 1433 nr Laurinburg, NC
NC 71 nr Maxton, NC
ACCRR nr Maxton, NC
Maxton, NC
Daystrom, NC
NC 710 nr Pembroke, NC
Pembroke, NC
Moss Neck, NC
Back Swp nr Lumberton, NC
Back Swp nr Lumberton, NC
NC 72 at Lumberton, NC706
I 95 nr Lumberton, NC
Lumberton
SR 2289 nr Lumberton, NC
US 74 nr Lumberton, NC
US 74 at Popes Landing, NC
SR 2123 nr Popes Landing, NC
SR 2121 nr Orrum, NC
Boardman, NC
The accuracy of these estimates is estimated
greater accuracy, however this refinement is
should be assumed.
DRAINAGE AREA QA. 7q10 W7Q10
340 474 104 145
349 486 106 146
350 488 107 146
354 493 108 146-
365 508 111 148
367 511 111 148
372 517 112 148
374 319 112 149
420 583 114 154
427 590 114 155
432 595 114 156
438 601 i 8-us- 157
471 634 115 161
505 670 116 165
706 860 128 190
711 865 128 191
714 867 129 191
714 867 129 191
742 890 130 194
746 894 130 195
770 916 131 198
786 931 131 208
to range from 15 to 30 percent. The significant figures shown imply
for computational purposes only and no greater degree of accuracy
RECiv.r '
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