NC0063860_Wasteload Allocation_19870407

,It
NPDES WASTE LOAD ALLOCATION
ineer
Date Rec,
� �cC.
1 i2 i9 BL
3G7
Facility Name: w-aiooe eSr,+ S Date_z&&ZffL.
Existing ® 6K(Si'1lq MM(T1 SOT Mn 1)(0CH`tiEGE' U-T . IT (s PRoPOsLMC TO µ*46 T14i
?1*M(TTIm PciNr (4Vb T(44W &4F*0k6Y COVF.
Proposed O Permit No.: NC06 G's 2(a Q Pipe No.: Pat county: IKEZ KLEff$(�(LCg
Design Capacity (MGD): 0• 0 75- Industrial (% of Flow): I Domestic (% of Flow)): /4O O
Receiving Stream: LAXF aycl&- Gfwwi., Class: 4)!; f � Sub -Basin: 03-019 -zdgF—
Reference USGS Quad: C7 'Ilt's!- (Please attach) Requestor: 3R_f jiGeFS Regional office Alma
L#KC 4,or .i C
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.:
X10 (cfs)
Drainage Area (mi2):
Winter 7Q10 (cfs)
Avg. Streamflow (cfs):
30Q2 (cfs)
Location of D.O. minimum (miles below outfall): Slope (fpm)
Velocity (fps): K1 (base e, per day): K2 (base e. Der day):
Effluent
Characteristics
Nbnthly
Average
Comments
Q
30
u
6-
Comments:
d-ey
Effluent i
Characteristics
?'ontnly
l.verage
Comments
Ei
ation O
ioll O Date: /J
is
By: CY�x &"a �� C < Reviewed By:

Request No. :3676
`--------------------- WASTELOAD ALLOCATION APPROVAL FORM ---------------------
Facility Name
HARBOR ESTATES
PARTNERSHIP
Type of Waste
DOMESTIC
Status
PERMITTED
Receiving Stream
LAKE WYLIE
Stream Class
WS111.8
Subbasin
030834
County
MECKLENBURG
Drainage Area
(sq mil : 0.
Regional Office
MRO
Summer 7010
(cfs) : 0.
Requestor
BRIDGES
Winter 7010
(cfs) :
Date of Request
12/18/86
Average Flow
(cfs) :
Ouad
3002
(cfs) :
------------------------- RECOMMENDED EFFLUENT LIMITS-------------------------
Wasteflow (mgd): .075
5-Day BOD (mg/1): 30
Ammonia Nitrogen (mg/1):
Dissolved Oxygen (mg/1): 5
TSS (mg/1): 30
Fecal Coliform (#/100ml): 1000
PH (SU) 6-9
RECEIVED
*1110N OF ENVIRONMENTAL M,INMELEN,
MAR 27 1987
IIIOORESVILLE
--------------------------------- MONITORING ---------------------------------
Upstream (Y/N): Y Location:
Downstream (Y/N): Y Location:
COMMENTS
THE MODEL USED DOES NOT ACCOUNT FOR NUTRIENT UPTAKE AND THE TROPHIC RESPONSE
OF THE COVE OR LOCAL FLUSHING CONSIDERATIONS. DIFFUSION OF WASTE IS
RECOMMENDED.
/Y/Ro htc�row...Jt Q.yT(.w�i.� ..� /Y%'a' i.r�► w.il t�rc ur /at'c
P.d�e�. �rytG
-------------------------------------------------------/---�---/--------------------
Recommended by �uDate 3 Z5��7
Reviewed by:
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering
ate 3
ate
ate �(Uz

0I�CRAR8ER
HARBOR
ESTATEE S,PARTNERSHIP
NAME OF LAKE
WYLIE
DEPTH
10.00
FEET
WIDTH
+
100.00
FEET~��
VOLUME
4.224Ef005 CUBIC FEET
FRESHWATER INFLOW
01001
CFG
WASTEWATER FLOW
0^08
MOD
ULT, BOD OF WASTE
135^00
MG/L
MAX TIDAL VELOCITY
+
0^00
KNOTS
CROSS-SECTION AREA
10O0^0O
SQ^FTo-o
ADVECTIVE VEL^
O^OO
MI/DAY
DISPERSION
0^01
SQ^MI,/DAIT,
K1
0.30
PER DAY
K2
0.31
PER DAY
BOD AT OUTFALL = 2^34396139913 MG/L.
D^O° AT OUTFALL = 6,25686434324 MG/L
MILEP0INT UPSTREAM BOD UPSTREAM D^O^
0^00 2^34 6^26
-O^01 2^22 6.26
-0.02 2^1O 6^27
~0^03 1^98 6^27
-0^04 1.88 6^29
MILEPOINT DOWNSTREAM BOD DOWNSTREAM DO
0100 2^34 6~26
0101 2.22 6^26
0^02 24.10 6~26
0,03 1.99 6,27
0,04 1^89 6^28
THE WASTELOAD ALLOCATION FOR HARBOR' ESTATES PARTNERSHIP IS 135 M8/L

ME 0 F 1...AKE
FRESHWATER INFLOW
WASTEWATER FLOW l.11_.T r 1'a,[ QF IIJAk TE
MAX TIDAL VELOCITY
C1RO88--8ECTION AREA
ADVE.CTIVE UEL+
DISPERSION
K1
s F1AF:F.0R ETAT� L:
4 ',;J Y L. 1 1::.
10 + 00 1"•w:E1
e 8 r 4.48E-1'00i CUBI
Y 0.08
mG1:1
135.00
MG/1_
8 , 0�'��o
KNOT
{{���y/0�
4 s�. 000 ,. 00
Stt` 1 1'-
0400
MIiT
t 0+01
HI
0 0 r 1
PER
BOD AT OUTFALL = 1 + 17211321264 MG/L.
��
C 1" EET
• G.
S
T +
iAY
1�:1 f .1 DAY
DAY
DAY
D, O . AT OUTFALL = 6,82824140814 MG/L
MILEFOINT UPSTREAM BOO UPSTREAM D+0r
MILEPOINT
/0+00
---• o r 01
-0 + 02
--0 4 03
--0+04
{)r00
oyy + 0n 1
0 ,. 0 2
0+0 3
0+04
1.+17
1+11
1. +05
0499
0+94
r 1 3)
6*6 3
6 + v3
6,84
6+84
DOWNSTREAM BOD DOWNSTREAM DO
6.83
6 + 8 W
6.83
6.83
6+84
THE WAS-TELGAD ALLOCATION FOR Hf'-IRBOR ESTATES 18 13`] Mfi./L.