NC0034711_Wasteload Allocation_19870415

NPDES DOCUMENT SCANNINO COVER SHEET
NPDES Permit:
NC0034711
Cedar Park Estates WWTP
Document Type:
Permit Issuance
Wasteload
Allocation
Authorization to Construct (AtC)
Permit Modification
Speculative Limits
Complete File - Historical
Instream Assessment (67B)
Environmental Assessment (EA)
Permit
History
Document Date:
April 15, 1987
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content on the reYer ne side

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Reference USGS Quad: ((p se, (Please attach)
NPDES WASTE LOAD ALLOCATION
Facility Name: e C edGt. r Pex y jC ,E.-s4-exfes ff P
Existing er
Proposed 0
Permit No .. I...3 G oO -j ec ► I ( Pipe No . 00 1
Engineer
Date Rec.
#k
3-Dv .
riZhlssi .
315g
County:
Date 1/2 3/57
CGi bet eru6
Design Capacity (MGD) : 0,030 ,Industrial (% of Flow) : 0 Domestic (% of Flow) : (Qv
Receiving Stream: V .e pfcl', Cvee.k- Class: G Sub -Basin: 0 3 ` 01-11
�f
u ! . S Letetk(C 2egional Office
Requestor:
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design 'Imp.:
7Q10 (cfs) 1,(„
Drainage Area (mil) : 3C),( Avg. Streamflow (cfs) : 3Q,
Winter 70_0 (cfs)
Location of D.O. minimum (miles below outfall):
Velocity (fps): Kl (base e, per day):
30Q2 (cfs) 3.6
Slope (fpm)
K2 (base e. oer day):
Effluent
Characteristics
- Monthly
Average
Comments
BCDO
30
ip
Fe_c:a1
\orn-►
l 000
,40,ti.Q
P
-9
°5l.
(1-
_,--
.,,
g
Origi
Revis
Conf. ' a ' on
Prepared By:
on
0
� O
0
Comments:
PLOTTED,
Reviewed By:
.'ontnly
Lverage
Date: J-j// S/6q
i-8Y

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WASELAD ALL8CATJOM APPROVAL FOAM
.Facility Name CEDAR PARK ESTATES MHP
Type of Waste DOM
Status EXISTING
Receiving Stream REEDY CREEK
Stream Class C
Subbasin 080711
County CARAPQUS Drainage Area (sq mi) 30.1
Regional Office MOOAESVILLE Summer 7Q10 (cfs) 1.6
Aequestor SHANKLIN Winter 7Q10 (cfs) 2.7
Date of Request Average Flow 1cfs> 86
RECOMMENDED EFFLUENT LIMITS
Wastef1ow (mQd): .03
5-Day BOD (mg/1): 30
Ammonia Nitrogen (mg/1): nr
Dissolved Oxygen 1mg/1>: nr
TSS (mg/1): 30
Fecal Coliform (#/100ml): 1000
pH (SU): 6-9
MONITORING
Upstream IY/4): +l Location:
Downstream (Y/N): 'S Location�
C. DEP%OF
RE.m�/oCC8 D---
UNR V! 2 1987
MWER OF MNOMmul MUHNO
----.... ....... ... --..... -... .... .......... ....... ....... ... ........... ....... ................... - COMMENTS --------------------------------
MODELED WITH BUALWOOD MHP. LIMITS REMAIN THE SAME.
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Reviewed by:
Tech.
A
Recommended by
5upport Supervisor _
eQional Supervisor,/
Permits & Engineering _
o:��
�-- '^x--'p-
Date
Date _j9jj;7.._

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cedarpar-lbdata8
---------- MODEL RESULTS - - - - - - - - - -
Discharger : CEDAR PARK ESTATES MHP
Receiving Stream : REEDY CREEK
The End D.O. is 6.69 mg/l.
The End (MOD is 2.419 mg/i.
The End NBOD is 0.00 mg/l.
Segment 1
Peach 1
Reach
Peach 3
DO Min
[
(mg/1) Milepoint Reach 0
- - - -- -
6.40 2.80 8
WLA WLA WLA
CBOD NBOD DO Waste Flow
(mg/1) (mg/1) (mg/1) (mgd)
1341 0.00 0.00 0.63000
1314 0.00 0.00 0.03000
0 0.00 0.00 0.00000

E)i•syc:hti'ars ge'r
.Receiving ¶atri•
Summer 7Q10
Design Tempera
: CEDAR PARK 'ESTATES MHP
am . REEDY CREEK
.I<
1.6
tt.tre: 25.
Siabbasa.ri . 080.7:1.:1.
Stream Class: C
Winter 7Q10 . 2.7
:LENGTH: SLOPE: VELOCITY I DEPTH: K1 I K1 I K2 1 K2 I KN I KN I KNR I KNR I
I mile I ftiril fps I ft :design: 020° :design: e20° :design: e20° :design: e20° I
Segment 1 I 0.151 10.60: 0.102 1 1.04 10.47 1 0.37 12.17 : 1.951 0.00 10.00 10.00 : 0.00 I
Reach 1 I
Segment 1 I 1.20: 10.
Reach 2 1
00: 0.103 11.05 10.47 10.37 12.06 I 1.85: 0.00 10.00 10.00 1 0.00 I
Segment 1 I 3.40: 5.
Reach 3 I
301 0.100 1 1.10 1 0.46 1 0.36 11.06 I 0.951 0.00 10.00 10.00 10.00 I
Siom
W a�
He
Tr
Flow CI3OD NBOD I D.O.
1 c.!s mg/1 mg/]. 1 mg/1
r„I. men t 1 Peach 1
ste 1 0.046 11341.000 1 0.000 1 0.000
adwa te+r•s 1 1.600 1 2.000 I 0.000 1 7.560
i lau tar• y 1 0.000 1 0.000 1 0.000 1 0.000
Runoff 1 0.025 1 2.000 1 0.000 1 7.560
Segment. 1 ::;each 2
Waste i 0.046 1134.000 1 0.000 1 0.000
Tributary : 0.000 1 0.000 1 0.000 1 0.000
xc Runoff : 0.025 1 2.000 1 0.000 1 7.560
Segment 1 Reach 8
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
* Runoff 1 0.056 1 2.000 1 0.000 1 7.560
3
Runoff flow :i.s :i.n e•rsa/mile

* I Reach
1.
1
2
2
2.
2
2.
'1
4..
3
3
3
3
3
3
3
3
3
3
3 !
3
3
3
3
3
3
3
* 1 Peach
1
1.
" a.
*1
e..
2
2
4.1.• 1
2
3
3
3
:-..)
3
3
3
3
3
3
3
3
3
3
3
3
3
Z.)
O : Peach
:I.
1.
2
2
2
P.
2
2
3
3
* 1 Seg Mj. I p:O. I' CBOD NBOD Flow I
O .00 7:35• • 5.73 0.00 1.65
O .10 7.33 5.56 0.00 1.65
O .10 7.13 9.09 0.00 1.70
O .30 6.97 8.57 0.00 1.70
O .50 6.87 8.09 0.00 1.71
O .70 6.82 7.64 0.00 1.71
O .90 6.80 7.21 0.00 1.72
1.10 6.80 6.80 0.00 1.72
1.10 6.80 6.80 0.00 1.72
1.30 6.66 6.40 0.00 1.73
1. . 5 0 6.55 6.03 0.00 1.74
1.70 6.47 5.67 0.00 1.75
1.90 6.43 5.34 0.00 1.77
2.10 6.40 5.03 0.00 1.78
2.30 6.40 4.74 0.00 1.79
2.50 6.41 4.47 0.00 1.80
2.70 6.43 4.21 0.00 1.81
2.90 6.46 3.97 0.00 1.82
3.10 6.50 3.74 0.00 1.83
3.30 6.55 3.52 0.00 1.84
3.50 6.60 3.32 0.00 1.85
3.70 6.65 3.14 0.00 1.87
3.90 6.71 2.96 0.00 1.88
4.10 6.77 2.79 0.00 1.89
4.30 6.83 2.6A 0.00 1.90
4.50 6.89 2.49 0.00 1.91
* I Seg Mi I D.O. CBOD NBOD Flow 1
O .00 7.35 5.76 0.00 1.65
O .10 7.33 5.59 0.00 1.65
O .10 7.12 9.14 0.00 1.70
O .30 6.97 8.62 0.00 1.70
O .50 6.87 8.14 ().00 1.71
O .70 6.81 7.68 0.00 1.71
O .90 6.79 7.25 0.00 1.72
:1.10 6.80 6.84 0.00 1.72
1.10 6.80 6.84 0.00 1.72
1.30 6.65 6.44 0.00 1.73
1.50 6.54 6.06 0.00 1.74
1.70 6.46 5.7:1 0.00 1.75
1.90 6.42 5.37 0.00 1.77
2.10 6.39 5.06 0.00 1.78
2.30 6.38 4.77 0.00 1.79
2.50 6.39 4.49 0.00 1.80
2.70 6.42 4.23 0.00 1.81
2.90 6.45 3.99 0.00 1.82
3.10 6.49 3.76 0.00 1.83
3.30 6 . 511 3.55 0.00 1.84
3.50 6.59 3.34 0.00 1.85
3.70 6.64 3.15 0.00 1.87
3.90 6.70 2.98 0.00 1.88
4.10 6.76 2.81 0.00 1.89
4.30 6.82 2.65 0.00 1.90
4.50 6.88 2.50 0.00 1.91
0 1 Seg Mi D.O. CBOD NBOD Flow :
O .00 7.35 5.78 0.00 1.65
O .10 7.32 5.62 0.00 1.65
O .10 7.12 9.19 0.00 1.70
O .30 6.96 8.68 0.00 1.70
O .50 6.86 8.19 0.00 1.71
O .70 6.81 7.73 0.00 1.71
O .90 6.78 7.29 0.00 1.72
1.10 6.79 6.88 0.00 1.72
1.10 6.79 6.88 0.00 1.72
1.30 6.64 6.48 0.00 1.73