20081155 Ver 2_Initial Interest_20090714

Gyamfi, Joseph
From: Adam Nowocin [[e-mail]]
Sent: Tuesday, July 14, 2009 9:14 AM
To: Gyamfi, Joseph
Cc: 'Len Rindner'; Gary Fankhauser
Subject: FW: Kellswater Commons _ Initial Interest in Participation in the Express Review Program
Attachments: Kellswater Commons _ NCDENR-Initial Interest Form _ 07-14-09.pdf; Kellswater Commons
401 and 404 Permits.pdf
Joseph,
In addition to the Initial Interest Form I am also attaching a copy of the 401 WQC and the USACE Permit for your use /
review.
Thanks,
Adam M. Nowocin, P.E.
N - F (.1;
111CUS
Planning • Design • Engineering
N•Focus Design, Inc.
P.O. Box 85
Kannapolis, NC 28082
[phone]
www.nfocusplanning.org
This e-mail and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you
have received this e-mail in error please notify the system manager. Please note that any views or opinions presented in this e-mail are solely those of
the author and do not necessarily represent those of the company. Finally, the recipient should check this e-mail and any attachments for the presence
of viruses. The company accepts no liability for any damage caused by any virus transmitted by this e-mail.
From: Len Rindner [mailto:[e-mail]]
Sent: Tuesday, July 14, 2009 9:02 AM
To: 'Adam Nowocin'
Subject: FW: Kellswater Commons _ Initial Interest in Participation in the Express Review Program
You should let Joseph know that we have the 401 WQC and the USACE Permit or provide the DWQ
#'s and Action ID to keep the process from going off on a tangent. I would email him copies.
Len
From: Adam Nowocin [mailto:[e-mail]]
Sent: Tuesday, July 14, 2009 8:49 AM
To: [e-mail]
Cc: 'Len Rindner'; Gary Fankhauser; 'Ken Chapman'
Subject: Kellswater Commons _ Initial Interest in Participation in the Express Review Program
Joseph,
Please find attached a PDF copy of the Initial Interest in Participation in the Express Review Program Form and
supporting materials for your use / review for the Kellswater Commons project located in the City of Kannapolis, NC. At
this time we would like to schedule a Pre-Application Meeting with you. Feel free to contact me via phone: (704) 784-
2022 or email: anowocinanfocusplanning.org if you have any questions.
Thanks,
Adam M. Nowocin, P.E.
N - FPlanning • Design • Engineering
N•Focus Design, Inc.
P.O. Box 85
Kannapolis, NC 28082
[phone]
www.nfocusplanning.org
This e-mail and any files transmitted with it are confidential and intended solely for the use of the individual or entity to whom they are addressed. If you
have received this e-mail in error please notify the system manager. Please note that any views or opinions presented in this e-mail are solely those of
the author and do not necessarily represent those of the company. Finally, the recipient should check this e-mail and any attachments for the presence
of viruses. The company accepts no liability for any damage caused by any virus transmitted by this e-mail.
o? w"teq
Form Version 6
r
January 28, 2009
INITIAL INTEREST IN PARTICIPATION IN THE EXPRESS REVIEW PROGRAM
WITHIN THE 401 OVERSITEAEXPRESS PERMITTING UNIT
A. Applicant Information
1. Processing
? 401 Water Quality Certification (List NW(s) or GP# verified by Corps. )
i 1 ? Non-404 Jurisdictional Permit
? ! ? Riparian Buffer Authorization
1 a_ Type(s) of actions ? Riparian Buffer Minor Variance
requested- [ Coastal General `Major' Variance
(Check all that apply) Q Stream Determination: # Streams
Q Non4-04 wetland Determination: # Wetlands
Q Stormwater Management Plan Review (fee not additive if combined with 441):
3 # of Drainage Areas[Project Site
2. Project Information
2a. Name of project: Kellswater Commons
2b_ County: Cabarras
2c. Latitudetongitude: Lat 35.4695'N Long; 80.6670'W
2d. River Basin: Yadkin
2e. Tax PIN or parcel ID: 5642393594 - - z_ --J
2e. Nearest Named Stream: UT of Irish Buffalo Creek [from USGS Topographic Map]
2f, Water Quality Classification of Nearest Named Stream: C
2g. Total project acreage: 88,51 (acres) [Stream or Wetland determinations may omit this item]
2h. Total built aut Imperviousness: 71.61 (%) [Stream or Wetland determinations may omit this item]
2i. Provide a brief description of this project (attach site plan):
This project proposes the development of commercial, retail: office. and multi-family out parcels wrth associated road
systems and infrastructure See attached Site Plan on Sheet C200.
2j. Provide directions from the nearest named town, including street names ancUor or highway numbers:
Travel East on HWY 3 from the City of Kannapolis. Turn Left on to the Kannapolis Parkway. Turn Left on to Rogers
Lake Road. The project site is located on the Right Hand Side at the intersection of Kannapolis Parkway and Rogers
Lake Road. See attached vicinity map on Sheet C140.
Please attach a map of site location using USGS 1:24,000 topographic map and the latest bound and
published County soil survey with the projectisite boundaries delineated. A site plan should also be
included for all projects other than stream and wetland determinations-
3. Applicant Information
3a. Anolicant is: 1 ? Owner ® Aqent ? Other. specify:
3b. Name: Jim Merrifield
3C. Business name (if applicable): Kellswater Commons, LLC
i
3d. Street address: 125 Scaleybark Road
3e. City, state, zip: Charlotte, NC 28209
-
3f. Telephone no.: [phone] 3g. Fax no.: [phone]
3h. Email address: jmerrtfield@merrtfieldpartners,com
4. AgerWConsultant Information (if applicable)
4a. Contact Name: Adam M. Nowocin, PE
4b.Company name: N-Focus Design, Inc.
4c. Street address: 5405 Kellswater Bridge Boulevard
4d. City, state, zip: Kannapolis. NC 28081
4e. Telephone no.: [phone] 4f. Fax no.: [phone]
4g. Email address: anowocin@nfocusplanning_org
5. Proposed Impacts (include both temporary and permanent) [Determination requests may omit this section)
5a. Total 4041401 wetland impacts: (acres) 5b. Total non-404 wetland impacts: (acres)
5c. Total 404 stream impacts: Intermittent: 524 (linear feet) Perennial: 178 (linear feet)
5d. Total non-404 stream impacts: Intermittent: (linear feet) Perennial; (linear feet)
Co TnMI ri-rinn h, rifo imnar-ha- I 7nna 1 - (cnii2r2 feat) Zone 2: tsouare feet)
• t
6. Project History and Additional Information
6a. Has any DWQ staff visited the site? EXI Yes ? No
If yes, provide staff name:Alan Johnson and date of visit: March 20, 2008
6b. Does this project require a Stormwater Management Plan? 0 Yes ? No ? Unknown
? Certified Local Government:
6c. Who will be responsible for the review of the ? DWQ Stormwater Program
Stormwater Management Plan?
FX-1 DWQ 401 (Express Review Unit
6d. Does this project require approval under SEPA or NEPA? ? Yes Q No
6e. Is this project an after-the-fact application or has a DWQ notice of violation been issued? [] Yes x? No
6f_ Does this project include buffer impacts that are "prohibited" in the DWQ "Red Rule Book? ? Yes D No
6g. If you are aware of any local controversy concerning this project, provide details in a cover letter. Describe the
controversy and any measures that have been taken with respect to public invotvement_
This form must be submitted via email do 441 exoress(ftcmail.net, faxed (919-733-6893), or hand-delivered to: Parkview
Building, 2321 Crabtree Blvd. Suite 254. Raleigh, NC 27604. Applicants who are selected to participate in the Express
Review Program will be notified via email or fax. Successful applicants will then be instructed regarding detailed
procedures for full application (Note: Submittals of the review packages on Friday after 1200 pm will be stamped as
received on the next business day).
Please contact Lia Myott Gilleski or Joseph Gyamfi at 919-733-1786 if you have any questions regarding this form.
2
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Hydrologic Soil Groin
Hydrologic Soil Group-Summary by Map Unit- Cabarrus County, North Carolina

Map unit symbol
y slap unit name ? Rating Acres in ACl Percent of A01
C:32 -? 7 sz-ai day [:-am. 2 to 3 rerxrt ? 2C: 7 47 5%
51cpes 45-7;deC
-
-- -
.'. 2 C-- s, ,,rll day scam s -: 1 a revert
51cPi;- e.*Cde, a .3 , 5 5'2
:.+' ??l^rh3?3 iarar town fta ue
f4C od ed
- - - -
?ug3 Z%,Ier :13/ 7= 2 'G 3 per.. : 51cce5 C 33-3 7.7%
:402 Cu:len :jay !Ca..- 3 to 15 slcees
P: ?dES 2 9'17

?r 8 E-:n sardy Icam 2 f:. W-, rt sf--c25 37 -2 7.41.6
`r( ._.,_n Sa'.y,c am 3'a 15 der rt 31 :,-es C 27.6 5.5'a

Sl:pa
PaF t'3_ti 3: ;3r:7y ca- 15']35 13?
?ter . rL?eer 1:-%5-e"cent sicres 3 2 5;a

Totais for Area of Interest 5,13.0 4aQ.Q y
Natural R_scurt=_s Sc P 2 -
C:n-eriat:o? 5=_rv.rz nSS.l ? -W=lf

r•r?."r??_ ??J ?r=__ ?aea ?? v,.rty `:ern ?i:.?ra
Description

^I?ar?IG4i SnIl vr? ir.S We- cased yr e3tmat°s of rr:;ff, Pcteneal 3:4s are
as, gr.sd to ore c? f•,Lr groups according to t?-.Y rats 0-., v'a er'r fiiit-aton avher tre
sy Is a°3 cl ntattacted by vege:aticn a-e tI-'crzjghiy' Nei 3rd rp-cce:Je precic!lat'cn
from Icng-duranor storms.
The sY is r ^e United States are assigned tc ur g-?u:s (A E .. anal C i and
three ajai classes I;A D 8:D and C,'Di Tie gr_4s a'2 def5red as follz vs
4:f7uP r ha"a'rg a h° g:h ir,91tat'^r, ra'e "Ic'N n:rof`t pcterltial;i v'.har th:m;Lj'gth!;y
:.'w. TticSc -znslst malrly of deep well dra;red to excessi'vei j dfalne!: sands ,,r
yra4,e!!j s.arj_ These soils ha`+'e a h,ign rate transr!'Iss!on
Groin: S. Lc is hairy a rodar311a In7ltraton ra`a tt oro,;gnly .el T ese
_c^sIs: chie y ^f" rrcdarataly daeo ordeeG rr,c ;:'ately Aell dranec er :yell drained
sells -hat 1".3ta mod:r= 31y ire tex'-ure to rnde- 3 ei. , ;a a= :ex ure T^e3e so is
rare a r dar e rata cI' waver trarsrrl s5' ;n
Gi,ryGr C S7:115 h:a'v n,g a sl'1'rr n lt'3CJC rats wrier, tha,cuchly vet- These r S St
:r.el f of sc'.s 1?avirg a lay61 iha` inmzl e, es tre down 43r'. fTlover1 , i f or
sc:iis w` ° c?9rata]d rlr4 :e Jr° Lf nra tr,t iJr?. Thesa soils ~a-ve a rase c `,Rater
G7;r 1r D SCIIS na. r a very slc•'N f? ii a c rate ih,p rur.:or° pc en, ai) I'GroUyhly 'Av Tr S. corsist:Nefl j cif clays that h:s4'e a higri srnri -svj!ell,
cfertial tl"a' ra:e a r,ye ;` ater !@1:4a s:lis U-.:at :,ay„ a c;Igyppan ar :[aj layer
at °3a- #"e 3Jn 3: 3r,'d s411s tt'13t a al!;:a r' neari'e rn e^vrnus atera;i
I nzas3 S;'.IS 3 tiny' slC;w rate -f :„x' ir3rS^ _5:?.
It a So:1 Is as to a dial i -,,J1rcl-y : y'vul^. I . IB.;C0°'v'',r, tre 9,s" let!-=r is
f,:r3`a3s 3r.d t e second 's for ? rr3 ned areas On], the __.Is .l^a: r fneir
r7;`3n a .-a n ?'rUp a'e aST!?neC, t3 7ual c]35seS
Rating Options
as rv, ab:?r Arlet Dominant C
DmT, n r, er-,er'f off N 'C S v =, J

_ NaturalPa-so?c" er-_''----
.ansar+atior 3erriz:°
3?_
1 CD-_`1 t7 w it_°r StLP Manual Q-ha et=r e% Lid i--!Q- E
The type of gr ourid; cover at a gii. en sic greativ a iects the volume of runoff.
Und-4t7u.-be'd natural areas: such as i. Sods and brush, have high infiltration potentials
t>-heress imp eri ions surfaces, such as parking Lots al-id roofs, will not inHtrate runoff at
. Trte ground stirface can % ar*r extensively-, particularly in urban areas: and Table 3-5
lists appropriate curve numbers for most urban land use tti p--as according to hydrologic
soil group. Land use maids, site plans, and field rei'orunaissance are all effective methods
for d t?-rminmg the mound cover
Table 3-
Runoff ;un- numbers in urban areas for the SCS method i SC'S. 1986)
Cover Description Cun e Numbers for
Hydrulogzc Soil Group
?u 1 ?2 c?? ?*Far ar?w= A Ei C D
C rn Space CLawns. parks, golf courses. etc. i
Pccr candition ,<'R A grass oJ-eri 6 iio 89
Fair condition (50' to 7-j'. grass c?7 eri 49 6Q 74 84
Good conL ior. (> -75t 5 gras3 39 61 -4 SO
lmpenwus areas-
Paved parking 'ots. r Cfs. drtv.L-Wats. etc.
9?
98
98
98
~t is and roads:
Paved..rsrbs and 5n=. se:4 _r: 99 9;S 99 98
t'a5 d -? pit r:-e5 = V 98 98
Gra,:-. 85 89 91
Dirt 7: 92 83 g.9

Newly graded areas 77 41 94
Pasts re f< sir U ground cover or heavily grazed 1 68 7Q 86 39
Pastures d50v to -73% ground cover or not heavily gra2edl 40 614 ,+"?. 34
Pasrure ?.>73'v ground csn'er or lightiv gra2?3dj 3i• 61 'f 8c
Meadow - cont7tu _°us grass, protected from gr7 r 5 and 30 =t -1 _g
general} m? a3 fur ha-
Brush f< 50A g---)urLd zuver, ? i7 7 8'
Brush i(150', to 75- ground cnver1 33 36 :.
Brush (>7-:) ? gruur, i oti at) _K 49 e=
Lt" xods (r-orrst ht_er, small trees and brush destrs-sed -13 x - &'
heavy grazing or reg,, 'w burning,,
Woods ;g`;ood5 ire grazied but not burned, an4 seine [c._st
litter covers tale soil)
Woods il'; cuds are pron-cted faom arazing. and. Enter an' 3cl 33 -T , , -
bru&h adey-uatelc cover die sofl'i
Most drainage areas include a coMbMatlon of laud uses, I`heSCS Curve Number Model
should be applied sYparatel? : once for areas .-here impemous cover is d irectlS
connected to surtate i ater . is a swale or pipe and a second time for the remainder of
the 5 ?c r .r_ -u.m."ff volumes computed from each of these computations should be
a:-'Lde 7 t,_ c ermine the runoff ti plume for the a_ntire site.
Far the portion of the site that f5 NOT directly cone ected 1Mpnrviou5 surface, a
composite curve number can be determined to apply in the SC:S Curve Number Model_
Thy _i?IIlptsitt curve number must be area-weighted based or, the distribution of land
5 5 a the site Rum-,)f from irnper: cus areas that is allL ed to flow over p?er".'Is-'+uS
rSturmwater aetnerirand Cal ulan'mos
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