NC0059536_Wasteload Allocation_19840618

NPDES DOCUMENT SCANNINO COVER SHEET
NPDES Permit:
NC0059536
Hilltop Living Center WWTP
Document Type:
Permit Issuance
Wasteload Allocation
Authorization to Construct (AtC)
Permit Modification
Complete File - Historical
Report
Speculative Limits
Instream Assessment (67b)
Environmental
Assessment (EA)
Permit
History
Document Date:
June 18, 1984
This document is printed on reuse paper - ignore any
content on the reyrerse side

Engineer
Date Rec.
Facility Name:
Existing
Proposed
Design Capacity
/l,' 1 /i7) /7/ ffl e
Permit No. • /� �' 00
(MGD) : Ae
NPDES WASTE LOAD ALLOCATION
5-953 7
Pipe No.: eQ /
County:
Cc� 7
Date: 6
ItIZ
Industrial (% of Flow): Domestic (% of Flow): /e2e?'
Receiving Stream: a 7- T@ i0/1, /1tJe r Class: Sub -Basin: o�
eC
.j Reference USGS Quad:
as
ac
E
Cm,
0
a.1
a1
C0)
73
(Please attach) Requestor-
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Regional Office 4//.5 o
Design Temp.:
7Q10:
0 0 c-1
Location of D.O.minimum (miles below
Velocity (fps): .1
Drainage Area:
Winter 7Q10:
outfall):
015 w ( L
Avg. Streamflow:
30Q2:
Slope:.
v v^n
Ki (base e, per day, 20°C)-
20 5- -k Inn
K2 (base e, per day, 20°C):
Effluent
Characteristics
Monthly
Average
Comments
3ob<
36
(m4 (
1)O
l
1-Q
Ts`-7
30
011,9
-OcC4.9 Co(
woo
/coo ip,....
6
6—g.5
,..cu
e
Original Allocation
Revised Allocation
Confirmation
Prepared By:
Effluent
Characteristics
Monthly
Average
Comments
Date(s) of Revision(s)
(Please attach previous allocation)
Reviewed By:
Date: (/'

REQUEST NO. : 1178
********************* WASTEL..OAD ALLOCATION APPROVAL. FORM *********************
FACILITY NAME
TYPE OF WASTE
COUNTY
REGIONAL OFFICE
RECEIVING STREAM
71410 : 0.0 CFS
DRAINAGE AREA
•
.
:
•
.
. 5
HILLTOP HOME
DOMESTIC
DAVIDSON
WINSTON-SALEM
UT YADKIN RIVER
W7Q10 : 0.0 CFS
SQ.MI.
RE ..'TIN/ED
1984
WATEP
OP:
REQUESTOR : HELEN FOWLER
SIJBBASIN : 030704
3002 : 0.0 CFS
STREAM CLASS :A -II
************************ RECOMMENDED EFFLUENT LIMITS ************************
WASTEFLOW(S)
3OD-5
NF13--N
D.O.
PH
FECAL COLIFORM
TSS
(MGD) :
(MG/L)
(MG/L)
(MG/L) :
(SU)
(/100ML):
(MG/L) :
.01 LIMITS APPLY TO WASTEFLOWS OF
30 .001, .002, AND .005 MOD.
5
6-8.5
1000
30
********************************************************************************
FACILITY IS : PROPOSED (`) EXISTING ( ) NEW ( )
LIMITS ARE : REVISION ( ) CONFIRMATION ( ) OF THOSE PREVIOUSLY ISSUED
REVIEWED AND RECOMMENDED BY:
MODELER
SUPERVISOR,MODELtNG GROUP
REGIONAL SUPERVISOR
PERMITS MANAGER
Og„„ DATE :_.6.. --_.
0'i.',1.-._.DATE
MATE :_.-y....
_ DATE

• ,....., •.,
.
•EI,_tk+0e IAD,.
u-r qCtek:iv\ Ckk \m'\-
030'7 09
oic..
;)
a w =-
0, 001
o_e_oj
1,41,1)
,
.
00
1Pr ,66 tx4i
geir = vto .•
SS ' 5,0 ,NA isS)
.
•
, 0 ‘ 4410>
VO TLD 1:: 0 • 0
StEte-= 20S-
-
€tekr 4,X
01; < .10 i
6 10 g0( °
'01,7 6 2 a
i
700
, % 52_ 15 I
6-0 600 f
115 17(0
626 36 0
, Da, 17 C,
A0.5 g-opt
------- DS- --0
.7 fon

*** MODEL. SUMMARY DATA ***
DISCHARGER
RECEIVING STREAM
7010
DESIGN TEMPERATURE
HILLTOP HOME
UT YADKIN RIVER
0.0 CFS
25 DEGREES C.
SUBBASIN 030704
STREAM CLASS: A -II
WINTER 7010 : 0.0 CFS
WASTEFLOW : .01 MOD
I LENGTH 1 SLOPE 1 VELOCITY !DEPTH 1 K1 1 Kri 1 SOD 1 K2 1 NetPS
MILES I FT/MI 1 FPS 1 FT 1 /DAY 1 /DAY I MG/M2D I /DAY 1 MG/L/D I
SEGMENT 1
REACH 1
1 1 1
1 0♦251205.001
1 1 1
1 1 1 1
0.100 1 0.10 1 1.18 1 0.00 1
1 1 1 1
I I 1
0.01 41.141 0.001
1 1 1
ALL RATES ARE AT 25 DEGREES C.
*** INPUT DATA SUMMARY ***
FLOW 1 CBOD 1 NBOD 1 D.O.
CFS 1 MG/L 1 MG/L 1 MG/L
SEGMENT
1 REACH 1
WASTE
HEADWATERS
TRIBUTARY
RUNOFF *
0.016 1110.000
0.000 1 0.000
0.000 1 0.000
0.000 1 0.000
0.000
0.000
0.000
0.000
5.000
0.000
0.000
0.000
* RUNOFF FLOW IS IN CFS/MILE

********** MODEL RESULTS **********
DISCHARGER :HILLTOP HOME
RECEIVING STREAM :UT YADKIN RIVER
**********************************************************************
THE END D.O. IS 5.68 MG/L
**********************************************************************
THE END CBOD IS 91.81 MG/L.
**********************************************************************
THE END NBOD IS 0.00 MG/L
**********************************************************************
THE D.O. MIN. OF SEGMENT 1 IS 5.00 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 110 MG/L OF CDOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 MG/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 5 MG/L
THE WASTEFLOW ENTERING SEG 1 REACH 1 IS 0.01 MGD
**********************************************************************