NC0064734_Wasteload Allocation_19860530

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Facility Name
Existing O
Proposed
NPDES WASTE LOAD ALLOCATION
�GSGQ T0,WS 72.PL(ORo"A� Date
!b ineer
Da e ec.#
1
STL
�} L 6
3031Ll
Permit No.: 006(J-7 Pipe No.: _ p0I County:
Design Capacity (MGD) :
,7
M(rlb Industrial
(% of Flow) : O Ibmestic
(% of Flow) : {OD
Receiving Stream:
Me,Cu
Crk-
Class: (' Sub -Basin:
OSO7 {1
Reference USGS Quad:
F((o$W
(Please
attach) Requestor: fAj4 &rLej
Regional Office MR�
(Guideline limitations, if applicable, are to be listed on the back of this form.)
Design Temp.: 25 C Drainage Area (mi2): 5,Q% Avg. Streamflow, (cfs): G.'3
7Q10 (cfs) O.Z Winter 7Q10 (cfs) o,S
Location of D.O. minimum (miles below outfall):
30Q2 (cfs)
Slope (fpm) 13
Velocity (fps): ©.I K1 (base e, per day): © H K2 (base e, Der day): Z.S y
t 6-SY
�,wvwrt lu.
Effluent
Characteristics
MDnthly
Average
Comments
a
5
ow A
3
c
6-9
Effluent I
Characteristics
:"Dnthly
l_verage
Comments
ao14�(
6
S
Fp Lo�.
r
000
MX
6-9
Origi foca on O Comments:
i
Rev, location
Co 'rm 'on O
Prepared By: Reviewed By: Date:
I

--------- WAS'T'f.-:I._OAD ALLOCATION AI='f+ROVAL_ FORM
Facility Name
Type of Waster,
Status
Receiving Stream
Stream Class
Subba si.n
County
Regional Office
Reque.ss'tor
Date of Request
Quad
BESS:I.E_ JONES DEVELOPMENT
DOMESTIC
PROPOSED
M::KE::E: (::G21:-EK
C:
O80711.
ME:CKL_E::NE'il. RG Drainage Area (mq mi )
M:I:KETARKI'c') Winter 7Q10 (a•fs )
F1.6SW Average Flaw (cfs)
RECOMMENDED EFFLUENT NT LIMITS
:
SUMMER
WINTER
If-
Wasteflow (mgd)
0.700
0.700
5--Day BUD (mg/1)
9
IS
Ammonia Nitrogen (mg/1)
6
12
Dissolved Oxygen (mg/1)
5
5
T!iS (mg/:I.)
30
23
Fecal. Cali.form (0/100ml):
1000
1000
PH (SU) .
------------------------------------------------------------
6-9
6--09
�Ev 1sED
Request No. . £3031.
::i .'9'7
0.'2
0.15
: 6.3
_._..._._..._._._.._.._._.._..�._.._....__._......_.._.._....�...................._...._...._......-- COMMENTS ....._..__._..._........................__._......._......_......_.._.._......_.._........._.._...._............_.._
' .LIMIT'S APPLY TO ALL FOUR PHASES OF DEVELOPMENT, SCHEDULED TO BE BUILT AT
0.175 MOD EACH.
Recommended by .... ...!!�e.�..(�������•-••••--��._.... .... .... Da7.e.._.:.7.��.��__........
Reviewed by:
Tech. Support Supervis
Regional S uperv:i.ts
Permits & EP:ngi.ne:aer•:i.
Date
Dcrv.a .............

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40

NCNB National Bank
Charlotte, NC 28255
Telephone [phone]
�Cti3
April 25, 1986
Mr. Trevor Clemments
NC Department of Environmental Management
Post Office Box 27687
Raleigh, NC 27611
Re: NPDES Application —McKee Creek—NCO064734—Bessie E. Jones Trust
Dear Mr. Clemments:
This letter is written to confirm that we wish to proceed with the
application for the permit on the basis of an ultimate flow
(permitted) of 700,000 gpd and with the proposed effluent limits
to be established for four phases or levels of flow, i.e.,
175,000 gpd; 350,000 gpd; 525,000 gpd; and 700,000 gpd.
I was not able to reach you on the telephone Friday morning,
April 25, but I will look forward to talking with you in the next
few days. Please let us know if there are any questions.
Very truly yours,
/vI.01, �, 7,.�
0. L. Richardson, Jr.
Vice President
and Trust Officer
Trust Division
OLR/dsg
cc: Mr. Dale C. Stewart
6218S
An i�[ti3 Corporat.on Company

^ ---------- MODEL RESULTS ----------
/ DISCHARGER : BE88IE JONES DEVELOPMENT --NCNB
RECEIVING STREAM : MCKEE CREEK
______________________________________________________________________
THE END D.O. IS 6.10 MG/L
______________________________________________________________________
THE END CBOD IS 9.95 MG/L
THE END NBOD IS 0.00 MG/L
THE D.O. MIN. OF SEGMENT 1 IS 5.04 118/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.80
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 41 MG/L OF CBOD
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 .175 M8D

*** MODEL SUMMARY DATA ***-
Discharger :
BE8GIE JONEG
DEVELOPMENT --NCNB
Subbasin :
030711
Receiving Stream
: MCKEE CREEK
Stream Class:
C
7010 :
0.2
Winter 7010 :
0.5
Design Temperature
: 25 »C
30Q2 :
0.8
|L[NGTH|SLOPE | VELOCITY !DEPTH | K1 | KI 1 K2 | K2 | KN | KN | KNR : KNR |
| mile }ft/mi | fps | ft | /day 1 820o | /day | 320» | /day | a20» | /day : 880|
-----------------------------------------------------------------------------------------------------
| | | | | | | | | Is | | �
Segment 1 | 2.401 13.00| 0.100 1 0.59 | 0.50 | 0.40 | 2.61 < 2.34| 0.00 1 0.00 | 0.00 | 0.00 |
Reach 1 | | | | | | | | | | Is | 11
-----------------------------------------------------------------------------------------------------
*** INPUT DATA SUMMARY ***
1 Flow | C8OD | NDOD | D.D. |
| cfs | mU/l | mg/l : mU/l �
---------------------------------------------------------
Sogmoot 1 Reach 1 | | It | |
Waste � 0.271 | 41.000 | 0.000 1 5.000 to
Headwaters| 0.200 | 2.000 | 0.000 1 7.560 |
Tributary | 0.000 | 0.000 | 0.000 ; 0.000 |
* Runoff | 0.042 | 2.000 | 0.000 | 7.560 1
---------------------------------------------------------
* Runoff flow is in cfo/mile

. ---------- MODEL RESULTS ----------
DISCHARGER : BESSIE JONES DEVELOPMENT --NCNB
RECEIVING STREAM : MCKEE CREEK
______________________________________________________________________
THE END D.O. IS 6.05 MG/L
______________________________________________________________________
THE END CBOD IS 11.31 MG/L
______________________________________________________________________
THE END NBOD IS 0.00 MG/L
______________________________________________________________________
THE D.O. MIN. OF SEGMENT 1 IS 5.04 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.70
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 33 MG/L OF CBOD
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 .35 MGD

.. ., .
. .. . .
Discharger
: BESSIE JONEG
DEVELOPMENT --NCNB
Gubbasin :
030711
Receiving Stream
: MCKEE CREEK
Stream Class:
C
7Q10
: 0.2
Winter 7010 :
0.5
Design Temperature
: 25 »C
30Q2 :
0.8
|L[N8TH|SLOP[ | VELOCITY !DEPTH ! K1 | K1 | K2 : K2 | KN | KW 1 KN8 | KN8 |
| mile }ft/mi 1 fps | ft | /day 1 820o | /day 1 320« | /day | 3201 | /day 1 3201 |
Segment 1 | 2.401 13.001 0.108 | 0.70 | 0.49 | 0.39 2.83 | 2.53| 0.00 | 0.00 | 0.00 | 0.00 |
Reach 1 | | Is | | | 11 .1 | Is 1. | |
-----------------------------------------------------------------------------------------------------
*** INPUT DATA SUMMARY ***
| Flow | CWDD | NBO0 1 D.O. 1
| cfs | mU/l | 89/1 | Qg/l |
---------------------------------------------------------
Smgmmnt I Reach 1 | | | | |
Waste | 0.542 | 33.000 | 0.000 | 5.000 |
Headwaters| 0.200 1 2.000 1 0.000 | 7.560 |
Tributary | 0.000 | 0.000 | 0.000 | 0.000 |
* Runoff | 0.042 | 2.000 : 0.000 | 7.560 |
---------------------------------------------------------
* Runoff flow is in cfs/mile

` ---------- MODEL RESULTS ----------
DISCHARGER : BE8SIE JONES DEVELOPMENT --NCNB
RECEIVING STREAM : MCKEE CREEK
______________________________________________________________________
THE END D.O. IS 5.77 MG/L
_____________________________________________________________
THE END CBOD IS 15.99 MG/L
THE END END NBOD IS 0.00 MG/L
THE D.O. MIN. OF SEGMENT 1 IS 4.90 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPO%NT 0.70
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 37 MG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 M8/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 5 MG/L
THE WASTEFLOW ENTERING BEG 1 REACH 1 IS .525 MOD

' *** MODEL SUMMARY DATA ***
/
Discharger : BESSIE JONEG DEVELOPMENT --NCNB
Subbasin : 030711
Receiving Stream : MCKEE CREEK Stream Class: C
7Q10 : 0.2 Winter 7Q10 o 0.5
Design Temperature : 25 «C 30Q2 : 0.8
|LEN0TH|SLUP[ | VELOCITY !DEPTH | K1 | K1 | K2 | K2 | KN | KN 1 KNR | KNH |
| mile ift/mi 1 fus | ft ! /dav | 2201 | /dav | 3201 /dov | 3201 | /dav | 2201 |
| | | | | | | | | | | | |
Segment 1 | 2.40| 13.00| 0.135 | 0.78 | 0.50 | 0.40 | 3.52 | 3.1611 0.00 | 0.00 i 0.00 | 0.00 |
Reach 1 | | i | | | 11 | | | | � |
-----------------------------------------------------------------------------------------------------
*** INPUT DATA SUMMARY ***
| Flow 1 CDOD 1 N8O0 1 D.O. |
| cfs | mg/l | mg/l | mg/l |
Segment 1 Reach 1 | | | | |
Waste | 0.814 37.000 ' 0.000 } 5.000 |
Headwaters! 0.200 | 2.000 | 0.000 | 7.560 |
Tributary | 0.000 | 0.000 | 0.000 | 0.000 |
* Runoff | 0.042 | 2.000 | 0.000 | 7.560 |
---------------------------------------------------------
* Runoff flow is in cfs/mile

' ---------- MODEL RESULTS ----------
^ DISCHARGER o BESGIE JONEG DEVELOPMENT --NCNB
RECEIVING STREAM : MCKEE CREEK
______________________________________________________________________
THE END D.O. IS 5.84 MG/L
______________________________________________________________________
THE END CBOD IS 18.41 MG/L
THE END NBOD IS 0.00 MG/L
______________________________________________________________________
THE D.O. MIN. OF SEGMENT 1 IS 5.07 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.60
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 37 MG/L OF CBOD
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 .7 MGD
---------- MODEL RESULTS ----------
DISCHARBER : BEGSIE JONES DEVELOPMENT
RECEIVING STREAM : MCKEE CREEK
______________________________________________________________________
THE END D.O. IS 5.71 MG/L
---------------------------------------------------------------------- K
THE END CBOD IS 19.39 MG/L �
------------------------------------------------------
THE END NBOD IS 0.00 MG/L
� --- _---- _---- ____------- ________---- __________________________________
� THE D.O. MIN. OF SEGMENT 1 IS 4.95 MG/L
THIS MINIMUM IS LOCATED AT SEGMENT MILEPOINT 0.70
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 39 MG/L OF CBOD
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 .7 MGD

. # MODEL SUMMARY DATA �##
Discharger
BESS T E JONES
DEVELOPMENT --NCNB
Sub b a s i n
030711
Receiving Stream
MCKEE CREEK,
Stream Class:
C
7Q10
0.2
!Minter 7010 :
0.5
Design Temperature
25 °C
3OQ2
0.8
1LENGTHISLOPE 1 VELOCITY DEPTH K1 1 K1 K2 1 K2 1 KN KH KNR 1 KNR 1
1 sile 1ft/mi 1 fps 1 ft /day 1 0204 /day 1 D2O' 1 /day 9200 /day 1 820' 1
Segment 1 1 2.401 13.001 0.160 1 0.75 1 0.51 0.41 1 4.18 1 3.751 0.00 0.00 1 0.00 0.00 1
Reach i 1 1 1 1 1 1 1 1 1 1 1 1 1
-----------------------------------------------------------------------------------------------------
**.x. INPUT DATA SUMMARY #.*#
1 Flaw 1 CBOD 1 NBOD 1 D.Q. 1
1 cfs 1 mg/l 1 mgll 1 mg/1 1
Segment 1 Reach i 1 1 1
Waste 1 1.085 1 37.000 1 0.000 1 5.000 1
Headwaters! 0.200 1 2.000 1 0.000 7.560 1
Tributary ! 0.000 1 0.000 0.000 0.000
* Runoff 1 0.042 1 2.000 ! 0.000 ! 7.560 !
---------------------------------------------------------
* Runoff flow is in cfs/mile

•----------- !MODEL RESULTS -----------
DISCHARGER DESS I E JONES DEVELOPMENT ---NCNB
RECEIVING STREAM MC .EE CREEK
--------------------------------------------------------------------------
THE END D.O. IS5.62 lvlG/L
THE END CBOD IS 38.04 MOIL
THE END NBOD IS 0.00 MG / L
-------------------------------------------------------------------------
THE D.O. MIN. OF SEGMENT I IS 5.10 MG / L
THIS MINIMUM IS LOCATED AT SEGMENT M I LEPO I NT 0.40
WHICH IS LOCATED IN REACH NUMBER 1
THE WLA FOR SEGMENT 1 REACH 1 IS 54 l"IG/L OF CBOD
THE WLA FOR SEGMENT 1 REACH 1 IS 0 11G/L OF NBOD
THE REQUIRED EFFLUENT D.O. IS 5 MG/L
THE WASTEFLOW ENTERING SE.G 1 REACH 1 IS S MOD

..^ — '. .
' ...','.
. ..
.
'
,.
*** MODEL
SUMMARY DATA ***
Discharger
: BESSIE JONES
DEVELOPMENT --NCNB
Gubbasin :
030711
Receiving Stream
: MCKEE CREEK
Stream Class:
C
7010
: 0.2
Winter 7010 :
0.5
Design Temperature
: 25 «C
30Q2 :
0.8
1LEN8TH|SLOPE | VELOCITY !DEPTH | K1 | K1 | K2 | K2 | KN \ KN | KN8 | KNR |
| mile !ft/mi | fus | ft | /dav | 0201 : /dav | 8201 | /dav 1 2201 | /dav | 8201 |
Segment 1 | 2.40| 13.001 0.319 | 0.84 | 0.57 | 0.45 | 8.33 | 7.471 0.00 | 0.00 | 0.00 1 0.00 |
Reach 1 | } 11 | | | | | | | |
-----------------------------------------------------------------------------------------------------
*** INPUT DATA SUMMARY ***
| Flow | CDOD | NDOD | D.O. |
| cfs | 09/1 | mU/l | mU/l |
Segment 1 Reach 1 | | | | |
Waste | 3.100 | 54.000 | 0.000 � 5.000 |
Headwaters! 0.200 | 2.000 | 0.000 1 7.560 |
Tributary | 0.000 | 0.000 | 0.000 1 0.000 |
* Runoff | 0.042 | 2.000 ! 0.000 | 7.560 <
---------------------------------------------------------
* Runoff flow is in cfo/milo

QSU\�,|oo 0p REQQC--&T "f� �Z7!L I (\\/I/°-)
~~~~--- WASTI-El ALLOCATION APPROVAL FOAM
FacilitV Name BESSIE JONES DEVEELOPMENT
Type of Waste DOMESTIC
Statms PROPOSED
Receiving Stream MCKEE CREEK
Stream Class C . s4
Suhbasin � � 030711
Request No. : 3031
~~~-~...... ... ....... '
Covnty MECKLEWRjAG Drainage Area (sq mi) �
Aegional Office MOORESVILLE 7Q10 (cfs) �
Qequestor MIKE 14 Winter TQ10 (ofs) �
DatOl of Acquest 3/28/86 30Q2 (cfs) �
Rua d Average Flow (cfs) �
`
AI -:COMMENDED EFFLUENT LIMTT5 --------
W�M4teflow (mqd) 0.1.T5
5~Day B[)D (mg(].) 9 \V
Ammonia Nitrogen (mg/1) 6 (3L
Dissolved OxUgen (mg/l) 5 5'
TSS (mg/l.) 30 30
Fecal Cnlifnrm (41:/l00ml)1000 1008
pH (SU) 6~9 4,-/\
5.97
0.2
0.5
6.3
REQUESTOR HAS ASKED FOR 0.7 MGD.
HOWEVER, DEVE-LOPMENT WIl ... I... BE,
BUILT IN
FOUR PHASES^ -EACH WITH 0.1T5 M@V.
I QECOMMEND PEPMITTING
DN|Y
'THE FIAST
PHASE OF 0.175 MOD SINCE THIS 15
ALL THAT WI|L RE
RVILT DUPING
THE INITIAL
� YEAQ PEAMIT PER�/]0� LIMITS BASE0
ON ADDITIONAL
FLOW WILL BE
0EAIVED AS
THE NEED ARISES.
��J I4tMJ o�J �4�0&E I�D(zcHAR�E La�\��U �mt bE��o _L�uJ
Aecommended hy 062L
Aeviewed by:
TechSupport Superviy
Rmgioival 15upA'erv:Lv.i
Permits & Engineeri
Date_
-.�/A/&
Date
Date~
^

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) .......................................
.... .... .... .... .... .... MODEL. PIE.r I.Ji...,T*!:
DI SCOFIAPIGIER, 13ES!:
.......................................................................................................................................................................................................................................................................................
TFIE: END 1*.).(:). IS 6. :1. 0 MG; / L.
........... ................ ... ... .............. .................... ............... . . ................ ... ... ... ........... ...................... ...... ........... .......
'T"FIE. END IS to . 911.) m Ga / L.
................... ........ ............................... ........................................................................................................................................... ...............................................................................
TFIE: NBOD IS) 0 m (7 / L
*Y*I--il'.:: D.C). MIN. OF I.i1*..:('7MI*..:N*T* 1. IS) 5 . 04 MC3 /I...
TFITS MINIMUM IS AT !:;I:::(*"'Ml:::N*Y* Ml L. 1*.: N T 0. E.)0
TS 1 ... OCATED IN NUMBIREP, :1.
1. :1:
TFIE: wl ... A F—OP, :1. j A'1:1. M I... C) 1--' (:' 1:' , C) I)
R *Y'I--11::: Wl...A FO 'P, PlE. :1. ACI S IA J. 0 MGL. / OF! NE( D
TFIE: PIE'QUIPIKKE) D.O. IS 15 MGM I...
TFIE: WAI--.)*T'I:-.:I':*I...(:)W ENTE—PlING'o :1. PEACIPIA :1. IS :1.75 MGSD

:1 ** M(:)f.)I:::l... 5l.dMMA1.`( l:)A'T'A *)X*
1-1ia.1.'i'
M C:1< 171::: (:::I. m.1:;1a : C',
7Q:1.0 Q . 11-2 WJ.1.1 c,r•;+1t '7(5:1.0 0.5
I:) r a ay :i. c;111 "T' r•:+ n� I c:� r• 1:1. �.1.1 r� r ti 2 ,v-5 0 t : ::) O 0.2
1LENGTHISLOPE 1 VELOCITY 10EPTH 1 K1 1 K1 1 K2 1 K2 1 KH 1 KN 1 KNR 1 KNR 1
1 oile lftlei 1 fps 1 ft 1 lday 1 @200 1 lday 1 @200 1 Iday 1 @200 1 lday 1 @200 1
Sequent 1 1 2.401 13.001 0.100 1 0.59 1 0.50 1 0.40 1 2.61 1 2.341 0.00 1 0.00 1 0.00 1 0.00 1
Reach 1 1 1 ! 1 ! 1 1 1 1 1 1 1 1
------------------------------------------------- ____________________________________________________
* * * :I: N G'.'l.!'T' 15 i. M E A PY *s1 *
1 Flow 1 CBOD 1 NBOD 1 D.O. 1
1 efs ! ®qll 1 Ogll ! ogll 1
Sequent 1 Reach 1 1 I 1 ! 1
Waste 1 0.271 1 41.000 1 0.000 1 5.000 1
Headwaters! 0.200 1 2.000 1 0.000 1 7.560 1
Tributary ! 0.000 1 0.000 1 0.000 1 0.000 1
* Runoff 1 0.042 1 2.000 1 0.000 1 7.560 1
---------------------------------------------------------
* Runoff flow is in cfsloile

. ,
.,. .
. .
^ D%SOHAACEA
:BESSIE
JONES DEVU.:LOPMENT
' AECEIVINQ
STAEAM
:MCKEE,
CAEEK
WA51E1TLC}W
�
| SEC NO |
AEAOH
|
SE.:G. MI |
0] |
["BC)D (
NBOD |
FLOW
| 1 |
1
|
0.O0|
6.091
2^1.�5|
0.0013
0.47
| J. |
J.
|
0.10|
5.77|
2.'3.52|
0.00|
0.48
| 1 |
1
|
0.201
115.5211
22.64|
0.0011
0'lei 8
| J. |
1
|
0.30|
5.8415
21.781,
0.0011
0.40
| 1 |
1
|
0.��|
�.21|
��0.97|
0.00}
0.49
| J. |
J.
It
P.5O|
5.12\
��.18|
0.0� |
0.�g
� J. |
1
|
0.601
5.07|
1^�.A3|
0.00|
0.50
| J. |
1
)
0.7o}
5.04
18.7111
0.0o|
0.50
| 1 |
J.
It
0.8011
.5.0lei |
18.01|
0.001,
0.50
| 1 |
J.
It
0.9011
5.061,
17.3/1)
0.O0|
0.51
1.0O|
5.091,
16.701,
0.0011
0.51
| 1 |
1
\
1.10|
5.1-el |
1el. 09It
0.0011
0.52
| 1 |
1
|
1.201,
5.19|
15.491.
0.001,
0.52
\ 1 |
1
|
1.3011
5.26|
1lei .93|
0.0u|
0'53
� 1 |
1
|
1.4O|
5.33|
14.28|
0.00|
0.53
| 1 |
J.
|
1.5011
5.^1W11
13.98|
0.00|
0.5IS
| 1 |
1
|
1.60�
�.^17}
13.35|
0.00 11
0.5,el
| 1 |
1
|
1.7011
5.551,
12.86|
0.0o|
0.5'4
� J. |
1
|
1'80|
5.63�
12.40�
0.��|
�'55
| 1 |
J.
(
1.901,
5.7111
11.95|
0.00|
0'55
) J. |
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• KING, STEWART & ASSOCIATES
8008 CORPORATE CENTER DRIVE
SUITE 102
P.O. BOX 2262
CHARLOTTE, NC 28211
704/542-7317
NEIL A. KING, P.E.
DALE C. STEWART, P.E.
March 20, 1986
Mr. Trevor Clemments
N.C. Div. of Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611
Re: NPDES Application - McKee Creek
Dear Mr. Clemments:
On Wednesday March 19, 1986 I met with Mike Parker of the
regional office for a site inspection on this project. Based on
our site visit, the configuration of the property, and the
previous waste load allocation we are proposing to locate the
discharge further down McKee Creek to increase the drainage area
and hopefully have some effect on the discharge limits. A USGS
map is enclosed showing the proposed discharge point.
The comments from the regional office for this site will be
sent to you shortly by Mike Parker. We would appreciate your help
in any way possible to make the mid -April advertisement for
permits. Please call me if you have any questions or if
additional information is required.
Very Truly Yours,
zDale
Steeewart,
ciates
C. S.
Enclosure
DCS:rgb
cc: Mr. O.L. Richardson, Jr.
Mr. Mike Parker
PLANNING 0 DESIGN • ENGINEERING 0 DEVELOPMENT

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