NC0065749_Wasteload Allocation_19860605

Engineer Date Rec.
NPDE/S WASTE LOAD ALLOCATION
Facility Name: J'�'n ���j FfjT1a`�.S Date 2,
Existing O
Proposed ®
Design Capacity (MGD):
Permit No.: Aic-oo6573�q Pipe No.:
D. O(9$
(.A16 Industrial (% of Flow): O
aD/
County: /'IQ.Cklillfp�f`�
J
(% of Flow):
Domestic
Receiving Stream:
Dui C f Ue Class: C-
Sub -Basin:
o 3 o7 1 2
Reference USGS Quad:
G 16 Nti (Please attach) Requestor:
QQ
Z_i SA C r e=-UDj
Regional Office /41 X O
M:d lA,.d
(Guideline limitations, if applicable, are to be listed
on the back of
this form.)
Design Tbmp.:
Drainage Area (mi2):
Avg. Streamflow (cfs): a
7Q10 (cfs) (D Winter 7Q10 (cfs) f) 30Q2 (cfs) C - 0 ,_q
Location of D.O. minimum (miles below outfall):
Velocity (fps):
C
Kl (base e, per day):
to l
Ef fl�Lnt
al ri ics
Monthly
Average
Comments
FCc1 C1i(. (
OOC7 co
((77
Slope (fpm)
K2 (base e, oer day):
Effluent
Characteristics
J':)nthly
Lverage
Comments
�© r
! O (�
Y�cU
W Q
T S
30
ecal C. ', 40.
o00 )
(o -R Stt
Comments I...IM:I:TS AF;I:i: BAST:::) (JP -ON DIVISSI()N
AoCPLE._VU0 c c)Nc1:::PNTN(:; I:):f.!E1 C:1-IAG:GEC!5 TO
�J 7E ;0 F'1._OW !iS T RIH:AMS .
O
Prepared BY:�� 7 Reviewed By: Date
yl5()('o

Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
Request No. :292e
CAS, Csi
WASTELOAD ALLOCATION APPROVAL FORM ---------------------
MINT HILL ESTATES
DOM
PROPOSED
DUCK CREEK
C
030712
MECKLENBURG
MRO
CREECH
eifi0
Drainage Area (sq mi) : 2.11
Summer 7Q10 (cfs) : p
Winter 7Q10 (cfs) :
Average Flow (cfs) : 2
36QZ � 0-0-4
RECOMMENDED EFFLUENT LIMITS
.
S
0
Wasteflow
(mgd):
.065
0,0tS
S-Day BOD
(mg/1):
5
(m
Ammonia Nitrogen
(mg/1):
2
y
Dissolved Oxygen
(mg/1):
6
4
TSS
(mg/1):
30
30
Fecal Coliform (#/100ml):
1000
fam
pH
(SU):
6-9
4
---------------------------------- COMMENTS ----------------------
LIMITS ARE BASED UPON CURRENT RM� CONCERNING 7010=0 AND 3002)0.
PRACEDur-E
Reviewed by:
Recommended by ���$,��`9-�_y,_ Date
Tech. Support Supervisor
Regional Supervisor
Permits & Engineering
Water Quality Section Chief
Date ZOI G _
Date O �_
Date.
Date _a--_

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Ei IN ING. SUP JNG.R WWG
10100 PARK CEDAR DR. - SUITE 190 [phone]
P.O. BOX 700 PINEVILLE, N.C. 28134
rj (w l , f-
JUL. 1 0 i986
TECHNICAL SERVICES BRAN-'-i
July 3, 1986
Ms. Meg Kerr
N.C. Div. of Environmental Management
P.O. Box 27687
Raleigh, N.C. 27611-7687
Re: Proposed Discharge
Mint Hill Estates
Bob McLemore Homes, Inc.
Neal A. King, P.E.
Timothy D. Turner, R.L.S.
Dale C. Stewart, P.E.
Dear Ms. Kerr:
Based on the waste load allocation form date 4-25-86 (see
attached) we understand the 7Q10 flow for this site from USGS is
zero. After reviewing the procedures for projecting a 7Q10 from
actual field measurements the owner Bob McLemore Homes, Inc.,
desires to proceed with a stream monitoring program since recent
stream observations indicate a substantial stream flow.
We propose to proceed with installation of a flow monitoring
station at the proposed point of discharge to Duck Creek. The
creek will be temporarily dammed and a 45 V-Notch Weir
installed. Instantaneous measurements will be taken along with
utilization of a battery operated flow meter. A rain gauge will
also be installed to monitor rainfall at the site. During the
monitoring period any changes in land use which could possibly
affect stream flows will be noted. It is anticipated that flow
monitoring could be underway within a week and will continue for
at least 30 days. Data will be assimilated and provided to USGS
for analysis and extrapolation of a 7Q10 flow rate.
Please call if any variation in this technique is appropriate.
On behalf of Bob McLemore Homes, Inc. we sincerely appreciate your
cooperation.
A
Yo ePE.
ewar
E.S.P. Associates
DCS:rgb

^ Request No. � 2928
/ 'ALLOCATION
��
WASTELOAL
�,���
Facility Name
Type of Waste
Status
Receiving Stream
Stream Class
Subbasin
County
Regional Office
Requestor
Date of Request
Quad
MINT HILL ESTATES
DOMESTIC
PROPOSED
DUCK CREEK
� 030712
� MECKLENRVAC
� MOOAESVILLE
� CPEECH
: Gt6N�
Drainage Area <sq mi) �
7Q1O <cfs) �
Winter 7Q10 (nfs) �
30Q2 (cfs) �
Average Flow (cfm) �
RECOMMENDED EFFLUENT LIMITS
Wasteflow (mgd) .065 .13
5—Day BOO (mg/1) �
Ammonia Nitrogen (mg/1) �
Dissolved Oxygen (mg/1) �
TSS (mg/1) �
Fecal Coliform (*/100ml):
PH (SU) �
---------------------- COMMENTS
COMMENTS
RECOMMEND NO DISCHARGE AS 7Q10=13.
Aeon mwended by _ Date_
Reviewed by:
Tech. Support Supervis
Regional S^pervis
Permits & Engineeri
& � yr ��
/ \�� �**� }���� ���
3
Date-.
Dat���_~���__���
Date

DATE ao ato
REQUEST No. "
USGS
Flow
Data
Request
Requested
by, —,,�TeyE
.ZouFAL.
SITE No. 1 County i'Y12cKL.zaana River Basin MOKI^s
NRCD Sub Basin ©3_a Map No. or Name l; I (- NE
Station No. Secondary or Primary Road No.
Stream Name- 011cK CRe-EK
Data Requested: Drainage Area Average Flow Z 30 Q 2
Winter 7 Q 10 Summer 7 Q 10 /
14 moues uysTREAm o-P SR iSa
o County uA11(N.) River Basin VAIDKi,3
NRCD Sub Basin C3o-I-IDI Map No. or Name (ZoV.0E
Station No.
Stream Name U'T LL2,Y\ CREEK
Secondary or Primary Road No
Data Requested; Drainage Area _L Average Flow / 30 Q 2 —.
Winter 7 Q 10 Z Summer 7 Q 10
SITE No. 3
County
River Basin �ADKlk)
a
o
NRCD Sub Basin_
0 )oala
Map No. or Name c u,OE
S
Station No.
Secondary or Primary Road
P
Stream Name
�u�K CR6EIS
d
Vol
Data Requested:
Drainage Area
Average Flow L 30 Q 2
E
Winter 7 Q 10
Summer 7 Q 10
Az SiZ �sgs
x
0
z

. / [ )
rqur•st Ae, 7S!`1Site No,..
bc]ctc
USCS }SASZER FILE - CODI%C SHEET
Cation Number 10, Z-t 1 12-14`''/1
7'ea7=g Type Station 1
ration Tame-�C/ � C
sequential Number 0. 0_
:ounty Code ./ •7.9 State Code .? • 7 -
S.-drologic unit Code to 3 0
Date
drainage Area
�crccnt Rock TYPE "A" u
"Ell nFn , "Ell
Cuadranele Number l •� 6 •ti•E
District Code
NRCD Basin Code A - 5.0,7• / • Z
Computed Nigh Flow e
"B" 1—.JJI
nGnI
v
p�-erase Flo
702 ?tin F1 ow e
30C2 }Sin F] o�
C} O }Sin Flow,
eye
(summer)
eo.0.
7(IO }:in Floes (Winter) = —
Geo-raphie Factor — —
Channel Factor
"C" cam.
Type ._,
Range G
cfs
to
Z. dl�
cfs
Range
cfs
to
cfs =
p
[
Range
cfs
to
cfs
T
%
[
]
Range
cis
to
cfs
-1
n
[
]
Ranee cfs to- z= cfs = - F [ ]
Cleared Land in Basin
Tidal
Notes:
[a] Fstizate is based on records collected at or near the site, and the range
,indicates approx-Lmate interval in t:hich the actual value na}• lie.
[stirate is based entire]' on runoff observed at nearbt• streams and
b] E
therefore no de_ree of rel;ability- is attached.
[e] The error in this estinate probably exceeds accuracy of the method used
and therefore only a range is gig en_
Lai %pprox-ixiately. _
Location: / 0 /rsi

cawe�st•Ta`. 7Si`1.`. Site �o., Z:_
[ ] I1c)ctc
USCS MASTER ME - CODING SHEET
;tation Number 10•Z+/ .L,¢,7./,7,7 p•� Type Station l2emS
PQ. .�A
itat i on Name "-� _- G . / ./Z —
,atitude .3 S-
Sequential Number
O - O_
lounty Code / 7 State Code
Hydrologic unit Code `0 3 c'•'�•�•/ .0,5.
Date 8
Drainage Area
- 3 •��
Percent Rock T3-pe "A"
nEn IT" - -
Longitude F9P-3 •4e,'�.�.
Nadrangle Number •G•/�' •'`•E
District Code/ .
NRCD Basin Code r0•? •0 •7 •/ •�
Computed Nigh Flow 9�—1
"Bn,, .
nGnf
Average Flow"
3,t/ .c,
_702 _11in now. • '
moo Min Fl ow
• O. U,
7C10 Min Flow
(sujamer) •�
/C10 Min Flow u
(kinter) — —
Geof:raphie Factor — —
Channel Factor
)rotes:
[ a]
[bl
[c]
[d]
Location:
rC" Li1�
Type ,—.
"Dn .
Range 2 -
cfs to 3.7
cfs
Range
cfs to
cfs =
c
[
Range
cfs to
cfs T
[ ]
Range
cfs to
cfs
[ ]
Range cis to cfs F [ ]
Cleared Land in Basin
Tidal � -
Estimate is based on records collected at or near the site, and the range
indicates approxi ate interval in which the actual value nay lie -
Estimate is based entirely- on runoff observed at nearby streams and
therefore no de_ree of rel;abilitc is attached.
The error in this estinate probably exceeds accuracy of the method used
and therefore only a range is given-
Approxi-nately.
3.Z
e
y
F
n
r
0
E
c
n
ti
l
a
N
J

L ..' 4
�''
ne urst
Kc. 7� /`7
Sitc Xo. -3
[ j Chance
Dc]ctc
USGS MASTER FUX - CODING SHEET
Number 0,2.i,Z.�.7,/,717,J
Type Station
Station
1u•�'''�'
G AT $ (' / S ZS •(ire N1
ry %—
Station
1%ame
,Al./ G e,
t .G,
Latitude-f'
Sequential ?cumber
0 - - 0
County Code / State Code .z •7-
}Iydrologic Unit Code -O
Date &,&r v
Drainage Area _—=6•�%
-Percent Rock Type "A"
nEn '•F° ,
Longitude 0P •T .4 of 0.
Cuadranele NujnberCr- 1-6',X11
District Code ,..%.
\RCD Basin Code P •3.0 ,7, / ,'Z-
Computed High Flow
"Bn, I I ,
nCn,
?Crerage Flow,
702 _}fin Fl ow -
• .
w2 }Sin Fl ow I+
7C70 }tin Flow
•p. c�.
(Suruner) • .C� .
7C10 }:in Flow
(winter) _ —
Geographi "actor
Channel Fa,ror
?:ores:
Cal
[bl
[ c]
Ld]
Location:
cGn ,
Type ,_,
nDn ,
Range_cfs
to 7-Z
cfs _ 7-42
Ranee
cfs to
cfs
p
[ ]
Ranee
cfs to
rfs =r
n
[ ]
Ranee
cfs to
cfs +
c-.
[ ]
Ranee - cfs to cfs -! % [ ]
Cleared Land in Basin
m
r
Estimate is based on records collected at or near the site, and the range
indicates approximate interval in which the actual -value may lie.
Estinate is based entirely on runoff observed at nearby streams and
therefore no degree of reliability is attached.
The error in this estimate probably exceeds accuracy of the method used
and therefore only a range is given.
approximately.
zs- cL z_�' �ycsf ���74y7G
50
I
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