NC0066966_Wasteload Allocation_19860811

NPDES DOCUNENT SCANNING COVER SHEET
NPDES Permit:
NC0066966
Quarterstone Farms WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Engineering Alternatives (EAA)
Correspondence
Owner Name Change
Instream Assessment (67b)
Speculative Limits
Environmental Assessment (EA)
Document Date:
August 11, 1986
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content on the re'rerse side

NPOES WASTE LOAD ALLOCATION
Facility Name: �� o n m� �- Nof.2 4- •
Existing
Proposed
0
Permit No.:
Pipe No.:
Engineer '
Date Rec. # I
0 O /
County:
Date 5 S-.4'h
Design Capacity (MGD) : Of
v n 0 Industrial (% of Flow) : b Domestic (% of Flow) : f v v
Receiving Stream: A „.C.- rl .0 Cry QJ` Class: C_— /(/S(.J Sub -Basin: ) 3 v 6 D ca�
Reference USGS Quad: 2-6 6j (Please attach) Requestor: LSO. Cr-ez_c14 Regional Office OS A 0
B,-,,, S Sur., . v, f...
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: 25 °C
7Q10 (cfs) .41. r7
Drainage Area (mi2): 0 .5 Avg. Streamflow (cfs) : D. 5
Winter 7Q10 (cfs) tb .3
Location of D.O. minimum (miles below outfall):
Velocity (fps):
6.
).g
30Q2 (cfs)
Slope (f pm) �/, '•%3
ICI (base e, per day) : r).'/Lo @ 25t K2 (base e. ter day) : f, r' (25°C,
Effluent
Characteristics
Monthly
Average
Comments
Was (r / I)
30
355 C )
�+.'/i
30
Per LA? ow wki)
\oov
,
(o)
(J-i
,pN
To4a_t ? Cvu9/1
1.0
Comments:
0
Pared BY: , Qh/tc
i-8Y
4 Effluent
Characteristics
:'onthly
_verage
Comments
Reviewed By:
Ae4
Date: O // d 6

Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requesto r
Date of Request
Quad
WASTELOAD ALLOCATION APPROVAL FORM
LIONMARK PROPERTIES, INC.
DOMESTIC
PROPOSED
BUFFALO CREEK:
C-NSW
030602
GUILFORD
WSRO
LISA CREECH
7/31/86
C2ONW
Wasteflow
5-Day BOD
Ammonia Nitrogen
Dissolved Oxygen
TSS
Fecal Califarm
pH
TOTAL P
(mgd):
(mg/1):
(rng/1) :
(mg/1):
(mg/1):
(#/100m1) :
(SU):
(mg/1):
Drainage Area
Summer 7010
Winter 7010
Average Flow
RECOMMENDED EFFLUENT LIMITS
0.2
30
30
1000
6-9
1.0
COMMENTS
(sq mi)
(cfs)
(cfs)
(cfs)
Request No. :3120
. 89.5
4.7
10.3
80.5
RECEIVED
N.C. Dept. NRCD
AUG 5 1986
Civi"cn of
Environmental Morjag@rnot
Wln8ton•Salorh Rvg, Offi@@
Recommended
Reviewed by:
by
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering
(2a6LA.,,,jetzttAgAerub__,,e_._
Date
Date
Date
Date

Vfi f5
g-I-86
O30c0,
io,t11ZA f �pei'hes
tu
Es+ DA:--cla.6 ma
GA =85.3u c-fs
Z( -= (.9.-fs
u)=a,a�m CI
U6U= -# c 55,g000 `8&
U5(
aDG55,5 0
p�=a.5.5_rn2
Wiz a.36-fs
i(olAy= 0306.
[us&3.56,ti440 .20
pA=91.0,11,021
las
oqz- sa6-66
X5=477
mru=10.3
U '
C bA - .9
Wob-.:.05a5
0141.185.t914

,
i
.304-2O.580 = 1.53 a5 ap.5-- gs,04 .39_5 ,5Co
71c6515.1 -4..810. _,, )12
(11.--10a g.31 --,04
7
I
i •
adq. 5 L--- /46' L=. (2.3 n
j4c/L9 0
1.17/14--_-_411 `F0614-' b61L-A
lip_-_=_10_ ____FCIria5---,09cA
0,3,, • ,D4
_____IM0/9-:-.7
_FOUAL= _Fa,u_:--
Po *:
,5* 1 o p-e..-:- 4.73 51 op:---4,13
TROY, CP-- 9.3
Tioy-- 01
I
, I
..i-
,
47 -I- #31 -:-- 5.0 I
-
1

Discharger
Receiving Stream
MODEL RESULTS
LIONMARK PROPERTIES, INC.
BUFFALO CREEK
The End D.O. is
The End CBOD is
The End NBOD is
6.56 mg/1.
4.31 mg/1.
0.00 mg/1.
Segment
Reach
Reach
1
1
2
DO Min
WLA
CBOD
(mg/1) Milepoipt Reach # (mg/1)
6.14 1.80 1
135
0
WLA
NBOD
(mg/1)
0.00
0.00
WLA
DO Waste Flow
(mg/1) (mgd)
0.00
0.00
0.20000
0.00000

*** MODEL SUMMARY DATA ***
Discharger : LIONMARK PROPERTIES, INC. Subbasin : 030602
Receiving Stream : BUFFALO CREEK Stream Class: C-NSW
Summer 701O : 4.7 Winter 701O : 10.3
Design Temperature: 25.
LENGTH SLOPE! VELOCITY 1 DEPTH! Ki K1 1 K2 1 K2 1 KN 1 KN 1 KNR 1 KNR 1
1 sile 1 ft/oil fps 1 ft !design! 320' !design! 320' !design! 380' !design! 320' 1
1 1 1 1 $ s , 1 1 1 1 1
Segient 1 1 1.861 4.731 0.141 1 1.55 1 0.46 1 0.36 1 1.34 1 1.201 0.00 1 0.00 1 0.00 1 0.00 1
Reach i t 11 1 1 1 1 1 1 1 1 1 1
1 1 1 l 1 1 1 1
Segoent 1 1 2.371 4.731 0.145 1 1.58 1 0.46 1 0.36 1 1.38 1 1.231 0.00 1 0.00 1 0.00 1 0.00 1
Reach E 1 1 1 1 1 1 1 1 1 1 1 1
1 Flow 1 CBOD 1 NBOD 1 D.O.
1 cfs 1 mg/1 1 mg/1 1 mg/1
Segment 1 Reach 1
Waste 1 0.310 1135.000 1 0.000 1 0.000
Headwaters! 4.700 1 2.000 1 0.000 1 7.560
Tributary 1 0.000 1 0.000 1 0.000 1 0.000
* Runoff 1 0.090 1 2.000 1 0.000 1 7.560
Segment 1 Reach 2
Waste 1 0.000 1 0.000 1 0.000 1 0.000
Tributary 1 0.100 1 2.000 1 0.000 1 7.560
* Runoff 1 0.100 1 2.000 1 0.000 1 7.560
* Runoff flow is in cfs/mile

LW
Stream : Suji-aiD
(11 astern Bra Ac�,
disnms
Sloe Caiev{a'i"ionS •
(CP (n3023 = tf-, i3
•
sr-
CuM
di st
SI ope.
q3
l�3 b
,4.35
kr-
♦
•
I 3 -3 44 5 distance