20071169 Ver 1_More Info Received_20070703

^ ~ ^ Kimley-Horn
~ antl Associates, Inc.
Suite 300
4651 Chazlotte Pazk Drive
Charlotte, North Cazolina
28217
TEL [phone]
FAX [phone]
Transmittal
Date: July 2, 2007
Job Number: 015474010 (707-00-125)
File: Uti103
Project Name: Annexation 2005 -Withers Cove SCN PCN Application
To: Laurie Dennison
NC DENR -Division of Water Quality
Parkview Building, Suite 250
2321 Crabtree Blvd.
Raleigh, NC 27604
We are sending these by
U.S. Mail
Hand Deliver
Other:
We are sending you
®Attached
Shop Drawings
0 7- 1 1 6 9 ~~~~u++ RT'~~~('
V~~~
FedEx -Priority Overnight ~ FedEx - 2 Day
® FedEx -Standard Overnight
Under separate cover via the following items:
Prints/Plans ~ Samples ~ Specifications ~ Change Orders
® Other: Duke Energy Conveyance Permit Application
These are transmitted as checked below:
For your use ~ Approved as submitted ~ Resubmit ~ Copies for approval
® As requested ~ Approved as noted ~ Submit ~ Copies for distribution
For review and comment ~ Returned for corrections ~ Return ~ Corrected prints
Remarks: Attached is a copy of the Pre-Construction Notification Application form for the
Nationwide 12 permit. This copy is being sent per your request on July 2"a, 2007.
~n
;~ ~apy-to;--~„ftle 015474010) Signed %` ~ -
_ I' . ~f--
. ~~ ~3 ~ .` ; ~ Brannon Richards, EI
9~_ ~ 'i
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07-1169
l~C~t'~(
Withers Cove Water Main
Charlotte-Mecklenburg Utilities
Charlotte, North Carolina
Prepared for:
US Army Corps of F_;ngineers
Asheville, North Carolina
June ?007
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XIT, Sewage Disp€rsai {required by D'VVQ)
Cleary detail the uttimate treatment methods and dispositiazz {nazi-discharge ar discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
o wastewater will be generated during ~e carnpletion of the vrap~ed Irraiect~
XI~I. Vialatiozxs {required. by DWt}}
Is this site in violation. of DWQ Wetland Rules (15A NGAC ~H .(?SOfl~ ar any Buffer Rules?
Yes ^ Na ~
Is this an after-the-fact perznif application? Yes ^ Na
XIV, Cumulative Impacts (required by DWQ}
Will. this project {based an past and reasonably anticipated. future impacts} result in additional
development, which could impact nearby doumstream water quality? Yes ^ No
If yes, please submit' a qualitative or quantitative cumulative impact analysis in accordance with
the .mast recent North Carolina Division of Water Quality policy pasted. an our website at
h llh~a.enr.state.nc.us/ncwetlands, if no; please provide a short narrative description:
XV. Other Circannstances (Optional);
It is the applicant's responsibility to submit. the application suffcientIy in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose tc> list. constraints associated with construction ar sequencing that tnay impose limits an
vs=ark schedules {e.g., draw-dawn schedules far lakes, dates associated with Endangered and
Threatened. Species, accessibility problems, or other issues outside of the applicant's control}.
-~,
` ~ App~icantlAgent's Signature Date
(Agent's signature is valid only if an authorization. letter from. the applicant is provided.)
uaa~a i t~~rz~os
Page 12 of 12

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WITHERS COVE
WATER MA[N CROSSING
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Title: Vicint Ma
Withers Cove SCALE:
t ~~ prryacdFor Project Water Main
CMUD I"= 1SOU'
Kirtdtry•Hom CMUD Date: Pro ect Number: Fi ure:
~ and Assoaates, Inc J ~
s June 2007 707-00-125 1
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Titlr: UtiCiS Tu o Ma
~ l~'ificrsCo~c SCALE7:
~ C=a Project 1V:u.•r ~rlain , " _ ~ ROn~
Kmle~Hcm C'MUD Dutc: Project Number. f i~.:urc:
~ and Assa.7ates inc
~ Junc 2007 70?-00-125
~• -

D. REFERENCE MATERIALS
I. NC Erosion & Sediment Control Manual; b.b2
~. NC 1/rosion & Sediment Control Manual; 6.83

Prerctice Stxendards and Speci„~ZCativns
~.fi2 . ~
~*~ I
tiefi~itit~r- w trm ~ ` ~ of filter st ,
~UC'j~OE' 'Ta ruairt'saiimegit ffrt~ smaii di.~turbaf area's ley nt~ein~ the ve~oCity Dishes
fk»vvs w allow sodCrs~t deposition.
r~itsc~n~ Wi•ler~ be~l ~ per tt3dl ft ctf fetst'~.
P tice 1~ppiies '
~ ~
caa ~
fersce ar the tea behirstt f
I3o rtat install sediment fences across streams, ditches, ar ~ aterways,
~c'1C1 PII[i~ A is a ~ t>a<riear 1d be plxirttctl as a sp t4
C©[tsideratians regain sediment ~ the cansi<stctost site. The fence retai~ sedirn+Gnt primarily
by retarding nc>w and Bart
Irt operatioa
getteraliy the fence.
,
.
baomcs clogged with fine partickks. which rrxluc~e flow ~~• This causes a pcxtd
~
tcs dewetctp morr+e quicicty behind the fera±c. 'The desigcreac
€r~ccld atttlcipate poracf-
ing and grirvide sufCiciera storage asp and overflow au~ to prevent flows
frc>movert~aingthefenoe.Sincesed'smemfenccsarettat gr-edtowithstand
higfi heads, locate them so that atlty shallow pools can f Tie flu; ends of a
~
sediment fence rota the ta:tdscape to prevent flaw arottttt
and of the fence
before thepost reaches design ~vel. PraviGe stabilized. +~rstttts ttt pmaect the
fence System and release stdrmflaws that exceed the desigh storm.
JI~'~ '~~ ~~ ~ ffl

Table 6.628
eta See!
~JC3 Bt)t' iCh ittterM
Fetlee is Appiletstsia
Ts~18r 6
f
# F
Ensure that ~ depth of impatutded water does not exceed I S ft ~ arry paint
along the fence.
If nanerasive autiets are prtsvided, slope length may be inc~ed beyond that
shown in Table 6.67x, but ivnoff' fnxn the area stxxtid be determined and by.
pass capacity and csC+sion potential along the fcoce nttwst be chtciccd. The
velocity of the fiaw at~ttu oatlet yr along the fetipe shciuid he in 8 with
Table $.QSd, AP~++~ 8.05.
Stapo Stopo length (tt}
<2'Ye iCIO
2 to 59: 75
S to to°ti so
t o to 20% 2s
>2096 15
Provide a rigrap splastt pad ar other outlet pn3eect~tt device for any point where
flow may overtop tits sediment fence,, such as natural depressions ar swales. En-
stYZe that the n:axirnum height of the fence at a pratccbed, reinfon~;ti outlet does
~S'
"To S St
{ .) Eiang n
Murry
0
}
3R1 n in ranire}
h-
5€3 in In (min}
Q ~~ tt}
XV6-33
i~i~'vii'~tli'f1~eCit6( ~rt7Y6t~iCal1

~t~a arrrl.S ~ s
I~ P fit f ' .
k~ ~£
_ F. a~n y,
k3 ~ ' ~ r ~+"°-- ~ nN ft . tsaae`. , c~` bec~anse
e£~'ecY` ifl t
Rerrtave sediment ckpc~sits as tractss~y Kt F~~ a~Cagttaae sttxr~ge voptttme fOr
the text rain and w redctce pressiue on the fence. 'M`ake cscc+e to avc>iGQ unticxtns~-
ing the Inca during ciearwut,
• 6.62.3'
XV!_3q, .. ,.

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figure f.s2a Ira3,adtatiart stems otased'unent
teriae.
Compacted tilt
~~~~t'G'ItCGS Rrcrroff Controf Measures
6.20 Tentporaty t7vecsious
Outlet Protection
b.41, C~ntlet SRabi2izaeic~n Ssr~ucture
Sediment Traps and Barriers
6.64, 2emtrorary Sediment Trap
6.b1, Scdim~t basin
~Fe
8.03. Estimating Runoff'
$8ckfilt min 8"
thict< layer of gravef
V-trench `
.Extension of fabric and wire
rota the trench
t i~tlef tl~flc
July 27, 1995
XVI-35
Envlrnnmentai Pratscfion

1
5.83.1

Figures 6.t33a Space c darns m a c#~anne{ sa that the grQSt of dawrxtream dam ~ at etevatian of the toe of vpstt+eam dam.
Ilse ~ Lf) LS~incit stt~ {N.C. Depatxmcryt af'~'rdnspc>rtation cuss A ar
class B etxtsion cartrctl scone).
e ° t~eatd it d u a
~` 1~# vak! is t+v ~arct.
~%~}i'iS U I#3C! 1. t I` cut a fabric
~~~~~IC?~"'#
Z_ Keep the center stottc section at least 9 ittehes bctaw natural ground Jevcl
where the clam shuts the +phartnel banks.
3. Extend stnr-e at leap 1S ft beyond ~ ditch banks {Figure 6.$3b) to-keep
tsvcrflaw vwatex from tutdercuttng the dam as it re~-enters t3tc chant~tct.
4. Set spacing betwecat dsrres us assure that rise devatiots at the tap of the lowest
darn is the same as the tae elevation of the upper darn.
e fleet
water a 1. C~tuh't . brat
Structure}.
6. Make sure that the channel. rracli above the tsars[ upstream clam. is stable.
7. Ensure than channel apgurleatances, such as culvert entrances below check
dams, are not subjecrto damage or blockage from.. dispSaced stones.

Anticipate sttbmatgetxc and deposition shave the check clam and evasion from
high €laws around the edgesof the clam. Correct all damage immediately. If sig-
nitcant ernxiac- occurs between dams, ictstalt a pratoctive riprag Iiner in that
pontian of the etsarttsel {F~actacc 6.~1xR`iprtr~r-l~.~zerfaadP~rved Ctutrtneta).
Remove sediment acca~trtulaiott bcttind the dams as needed w prevent damage
m channel vegetatcm, alkxw the chatYnel 6a drain thrrntgh the stone check dam.
and prevent large flows frotxt canryityg seditt:ertt over the darn. Add stcmes to
dams as neccic~d W;mantain design height artd ernes section.
6.53.2
e dig ~ c~ t t ~
d t°e ref u~~ ele-vat

Practice Standards and Sperifzcativns
Filter
fabric
Class A or B
Erasion Control
Stone ~
24" max
at center
figure &,t33b atone check d r`t+ar~e should. bs ptacsd over die cfiar-nei bartEts to k+aep wa6er from cxit~p areund the! dam,
~E-'~£'rE't"1GES RunofjC©n~+eyunse Measures
6.3D, Grass-lir~d Channets
6.3 t, Riprap-1ic~d and Paved Chanllets
t)uttat Arvtetlit?7i
6.41, oulkt.Stabiitzation Strslcit~rc
Nor:~r CrxrQtina Uepar~tmettt rrf `rransporutrit+n
Standard Specifications for Roads and Structures
• B33
July 27, 1995 XVI-41 Envrartmentai Protection
Section A A

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