20061013 Ver 3_401 Application_20070507

Horvath Associates, PA
Civil Engineers - Planners • Landscape Architects
16 Consultant Place Ste. 20t Durham, NC 27707
PO. Box 51806 Durham, NC 27717-1806
(919) 4901-4,990 Fax (919°) 8490-8953
TO //?? I?V!q V41 4 YM ®61, l?/i6GE
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NC ?1?1 0q

DATE JOB NO. 0(
ATTENTION
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RE:
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WE ARE SENDING YOU attached via Cav/z1EQ the following items:
? Shop drawings ? Plans ? Specifications ?GAAID r?/1?'1/ T AweAT- 01"1
COPIES DATE NO. DESCRIPTION
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THESE TRANSMITTED as checked below:
For approval For your use ? As requested

? For review and comment

REMARKS L9T1g1,4T A 1/4 /e INL4VVAP :; ? ®/71
JvT it is nr c/'ET E1?cyf?? / 41/Z Z- 16NP Env 7-L4!5/VM,f/zEP 220GVfi& Vr
AND GXPFC? &V FJ/LL /7EG IEye i'n&01,I,ee24l A7, '7;WE 44M7 - t'LLBZOO??
COPY TO
SIGNED

If enclosures are not as noted, kindly not(f? us at once.
HORVATH
ASSOCIATES
CIVIL ENGINEERS PLANNERS LANDSCAPE ARCHITECTS
Glenn View Station
Wetland, Stream, and Buffer Impact Application
NC DWQ Project Number 06-1013
Horvath Associates Project Number 0667
North Carolina Tennessee
16 Consultant Place, Suite 201 537 Market Street Suite LL20
Durham, NC 27707 Chattanooga, TN 37402
p 919.490.4990 / f 919.490.8953 p 423.266.4990 / f 423.266.5700
• GLENN VIEW STATION
REVISED WETLAND, STREAMAND BUFFER IMPACT PERMIT
APPLICATION
Table of Contents:
1. Express Review Permit Application and Pre-Construction Notification (PCN)
2. Narrative
3. Executed Agent Authorization
4. Proposed and Current Impact Maps
5. Vicinity Map (with PIN #s), USGS and Soil Maps
6. US Army Corps and NC DWQ Permits and correspondence
7. Copy of Signed Contract Between Developer and Contractor*
*This is to show that the project qualifies for grandfathering under the current
Nationwide Permit.
External Items:
• 1. Stormwater Management Plan
a. Extended Detention Wetland Design
b. Level Spreader Design
2. $4,000.00 Check for Express Review
0

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality 3011 Wetlands Unit
FXPRI tiff RI AIL%t PROGRAM `;IORR)WAILI1 MANA(iLMENI APPLWAI ION H)R\1
)his /nrrn rn.rt' hr piwtm oilicd I' rtu, If, "III Wlgill;ll
L (;FNFRAL INFORNIAFIO\
1. Applicant's name ("peeity the name of the corix)r;ltion. individual, etc. uho cans the project):
Urh.i;ii (E,!St i Rt'tc:iI 111 veSL;ncrlt, 1. 1_(,
t ):? m r- Sfi;lling ( )ffi( kli" 11,11110 alhl ritlo Ip•+:vnn logally rcaxnrsihh for fm ihty and CCYmpli:rnr Ci.
Arthur r. Kcs
(1?? ner .\tailir?? ',ddrr?. liar rer>or, li?tcd in item 3 ahu?.:
f1i South CClitell1 al :iCC.
(.,11v. :liken State: Sc lilt: 29803
Phone \umt cr. ( 803 ) 649-141 1 Fax \umber. ( 803 ) 64,'.-5908 Lmail Address,
[e-mail]
I Prolovi Nuns (stihdivision. facility. or rstablishinent name, • should he consistent with ptojv( t namt, on plans.
Silo'(ifications. httrr's, operation and maintenance agivenuvnis. rtc.):
Glenn View Station
5 l o(alloll of Pro ioct i%iivct address):
1621 Glenn School Road
City: Durham County: Durham
li. DIre(uons to project (from nearest maim, inter-m-clion):
Hwv 70 ;lest to I-85 N take Glenn School Road exit and turn right onto Glenn School Rd
project is immediately on the right
7. I atitude:_ 36°. 01.737' N Longitude: 78° 50.564'W of project
8. Contact perzon ?yho can ans%ser questions about the project:
,Nance:- John Schrum Lclephone Number: ( 919 ) 490-4990
Fax Number. [phone] EmailAddress:[e-mail]
11. IIERN41T INFORMATION:
I . Sprcify \yhcther project is (check one): No%%- Rene%cal 1 Modification
912004 Version 1.0 Pagc I of 4
?In ; i!V !ttr• r.In• nt Ilrnjr! 1 !t 1!r, k -,i-l
I r,. 17 n .rts 1110! f) mtt , clo;\m,nl t.i nt ;II I'rrtnii (1!ht !

1 .1ti(litintt,ll Prnjt t t krtluil! !nruU it hl ( k ; ppil, ai!Ir l?I?nih?l
t. A"I \1•,iu! !: ?, dim, nl?lunu. hw'l !! i unnnl X 101• -101 Pi-rn!it XPPL') ?IUtnnv.tirr ?;6er
InL?n;?!,ul:rn Sul c, uIIIA ?I ur III Ilrit, I.:n'? e,hl,i;iw l by ':nl.,runr; thr (u,t?un,-t ti, r, n (rntt I ;!r
q r ',r it i Iii
Ill. PRojl•c f INI ORMA I ION
I. .u Ihr Np.l. r Im Idi'd I,ch w.. ,iltnn!:lf iJ(- I'mt. 'tr,r n!v..!it'r ill 1-v trealc(i •A N) ;It lo( h .! dt I;I!I,•tI n,Ina Iv,.
i, lln` rU r•,: t? p.!!?,•?I II! -mot rihi!!i; tirr?t tr!A, ok I nl,+rtai?t Mt lit [Or Ow pr,jrfi .
:(' l ivi>crv rf aces gill 1-te directed In ttcntio;! H•Utl,sr•d
! Ctlunr,\,Irrr r!n!„lf front Oliti Irrujr•t! drains to ;ht. ?? sr Rivcr hhlNiin
1 l wal Pr,jcrt AIca. 51175 - m rr-, -1 I'rojcrt Built Upon Arv& L -S. 1
5 I iusv marts drainai;r ;!-as riurs the project h;tv('? i

on
nforniati
I
Basin
tiatur•
ing Stre
am
cccis ur to Ellerbee Creek
Rrcciving Sneam Cuts j It A
Drainage Area ?S
Existing hillwi-vious* Area
1lropwwd lmpervious'Arca v.?
`5t Impervious' Arca (total)
3
(i. Complete tilt, fttilo\s ing intiwnnatiun Inr each drainaiw area. It titrrc are nmre than t\% I) drainage areas in the
pruje(i, attai h an a(i(iiiionai sheet s+ith the inforrnatiun for rash area pro\ idcd in the sane format as belmt,.
A arlrIN6
Not; Dial OW&M
T/qE,71 rK
hn[x rs•ious' Surface Area Drainage Area 1 Drainage Area 2
On-site Buildings low 6.Z-
On-site Streets {Q,O
On-site Parking
On-site Sidev.,alks
Ch her on-site
off %i t, 12. A
rotas: ?/ Tutal:
Imlxn'ious arra is defined as the built upon area including, but not limited to. buildings, rrrads. picking arras.
sidrrr'alks. gravel arras, eta,
•
9%:004 Version 1.0 Page 2 of 4
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V3110 CM Of AV,904rn 6414046- C 6
IV. DF:FI) REST RIC IIONS A.ND PROI FC1 I IVF. COVFNANTS
'i he fi,Cn?tiny; i1.11iriicd deed t("'Irtri loll', and prcd el ucc t u?,_vtanis.crc rc',luired to hr n'rnrdcd for all
?uhdi? i?innti_ nutttc+rcclti and future dc? clc;l>nu?nt Ininr to thl' c?tlc of .ut? lut_ if tut sin's ?.?r??i,t;nifitantl?. a ril?lr
Iisiml> e,u h Icci numhcr. Ni;e and the ;tllrn?;?hl+' huilt upon ;irc,t !m c'.ic It I+11 nru?t he pli1? idrd n? tit amu lunk'n!
II;. h'li"It J,IQ eW,Ili mb ;1;1,AI(I Jl,, ,rrlW ., 1,, a 11Q 11;iW ,'„l;/1 ?.t,Ur rtl?llrr.111 !'«; J,•r ,illl LnrC,U;?,rl ,r i;,'rev.:!
i .,?„„r.lr,?n;h,v1 .1+ :11urJ- ? J;:, i1:,:1r:•rl ?. N.It,r rl:,,l:n ?h, ,
"i i1C J'<u.'
il.Nl,,",1 J, h 1,! a ?lh"u1 l;Ic w N, !11
lhli/ I'1 I I, I i.l' 1r77/ ' ti'I;v it ,i
Jrrl.rnt .u Ih?' a ?16'r ltrr/,.,?,' +rt>t, inuuir,t /,,,,,(,
i ':It Id,'t ,11 J!l rNR be (tll,?d R7, l'tl',',: r 1:.(,Yca. i'l'l 1.1 01'1 C11t11"i ..11»?ril IJr .lrl; .ru,1III
' Liu;/f- u"' n l ,Ir CJ Ill , 1 . CS % ' ; l till /'CI_IIWlc.l dnl';« r , ! rCclulro? .1 rru,,/:fic'ci 1, at, ' r quahl.l rI 111" Jtl. nl /V I'd t r , W LQI'!n t (,)N
Iii p, rnlittr„ rutl'?'I J+'In: ee futur, „ c?, Iryntc nt 0111i11'L hr, ,'wd innl (l;c' ll,rtmited +rurm,c ,arr , mfr, l
.11 WON r/7,'1,' IWIL,YR ill, t,! the ., h,1'Ri B'Jt;'r ?u11ir,11 VVhnl 1/1,1/1I'i perf,wnw i Nt J 171,11Ul,T 1lLU nlclllll,101A 11P,' MIC"'r11I
/ 11W 11',t,nt ar 1,,•rnrtlcd
ft? .mii ,ignaTire helm. you c(.rlif) that tlu' recorded (Iced restri(ions and prurccti,c co,. cnants for this IrrnjccI
shall include all the applicable items required above. that flu' covenants still he binding on all Irartics and persons
claiming under them, that theti ?s ill run ?N ith the land. that the required covenants cannot he chanted or deleted
%s ilhout cuncut rcncc from the State, and that they V6 ill IW recorded prior to the sale of anv lot.
V. SUPPLEMEN'r FORMS
The applicable stormmcaier management supplement fortn(s) listed below must be submitted fir each 13MI, specified
tier this prc>_ject. The forms are located on the 401%\sctland unit xwbsitc.
Bioretention Worksheet
Dn Detention Worksheet
I esel Spreader Worksheet
Grassed S\%ale Worksheet
F\tended Detention Wetland ; Pocket Weiland Worksheel
\\'et Detention Worksheet
•
9 '2004 Version 1.0 page , of 4
u

•
i `A I{%Itt i "! I IhF\I1?IsIts
r,iiv ,unlpl.t. ;tl'-pli.;ltinn pa. ).a cs :vill h: a .eptcd and revl.?tied h? 1)1v1'1•al ,I Alatc[ ("tialrty 0A) (-r l.
\ Conlh1,.tc packagc includes all of the itcnls Ii.tcd'.\clo\% I he c,,mpl.t. ai\pli.ati, ll i)aJa_e lit uld he
suhnlitted to the I)\ Q ('cnual ( )11-k. c'
iIIcase mdi,:atc that N ot, ha\c pr,,%Ided the ft,Il:ut, inL re,,Iuircd iit It,i latiom h\ initialing in the space pro\ idc,
ne\t to each item. Initals
• ( )ripinal and h\o copies of the F\press Re\ ic%\ Slot-TIM ltef Mana eirew Application 1 i\
,iLned and not:iriied ( likrration and M;iintcnance -1t.:rcenlcnt ? L
I llrec copies of the appli.a!?Ic tiupi'letncllt honm(si fir each MlP
\prlicati,)n utter-in, fee ipa\ahle to WWI NRt
f )mailed n:irfauvc dcscriptiwi of ?tomv,afcr treatment m,u7r. .nlent
I hrec o ies t,t plaits xid spcclf l.atloll `,, In.I lid into:
• O.`telopl77enl. Pfof.a (?!IW
- L11uiliccr,rtld tlrlli
I e'-end
forth irrk
Scala'
Ite\ i,iorl iminher h date
Clean high \ratcr line
- Diniel1sioned properl} proicct houndar,
I oration slap \%ith named streets or NCSR numhcis
Original contours, proposed contour,, spot ele\ations. finished floorelc\ations
Details of roads. drainaue features, collection s\sternc. and storn7\? ter control nicasures
Wetlands nd streclms delineated, or a note on plans that none e\i,t
- 1*\isfing arain.il c (including otf-sltc), drnna'-e eusclncflts, pipe sites, rt.illott ca lculmioll';
Drainage areas delineated
\`cLetatcd hutiers (\%here required)
VII. ADEN "I AU fl-IORI7.ATION
If you %vish to designate authority to another individual or firm sir that tht`v may provide information On your
lwhalf. Illrasc cotnplew this x`(tion.
I)(,igiwwd af;rnt (individual or firm): Horvath Associates PA
MZlilifig Ac dre%s: 16 Consultant Place Suite201
('itv Durham
Pholle ( 919 490-4990
State: NC /,it): 27707
I_a\ ( 919 490-8953
\rlll. APPLICANTS CERTIFICATION
I, (print of t ylre ramie of fx`tson fisted in General Inforrnation, irern 2) A Tfr ttP- J. -XEPES
certify that the information included on this application form is, to the best of my knot\ledge. correct and that the project
\\ ill he constructed All conformance \sith the pproced plans. that the required deed restrictions and protective cotienants
\aill be recorded, t? that the prop" d projctt complies with the requirements of 15A NCAC 211 .1000
Signature: Date: ? L
-7
9.2004 Version 1 .0 Page 4 of 4
•
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 3 V.3
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide 39 Original
Permit Included
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information MAY 2 '1 ZOR
Name: Durham (East) Retail Investment LLC DENR - WATER QUALITY
Mailing Address: 2361 South Centennial Ave. ` TL/k 8ANDSTO??A0?ER BRANCH
Aiken, SC 29803
(Contact: Arthur Kepes)
Telephone Number: (803)-649-14111 Fax Number: (803)-642-5908
E-mail Address: akepesgwrsrealty.com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: John Schrum. PE
Company Affiliation: Horvath Associates PA
Mailing Address: P.O. Box 51806
Durham, NC 27717
. Telephone Number: (919)-490-4990 Fax Number: (919)-490-8953
Updated 11/1/2005
Page 5 of 13
E-mail Address: john schrumghorvathassocoates.com
0111. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Glenn View Station
2. T.I.P. Project Number or State Project Number (NCDOT Only):This is not a DOT project
3. Property Identification Number (Tax PIN): 0843-04-60-7183 etc. (a complete list is
attached)
4. Location
County: Durham Nearest Town: Durham
Subdivision name (include phase/lot number): Commercial Project
Directions to site (include road numbers/names, landmarks, etc.): Hwy. 70 West to I-85 N
Take Glenn School Rd. exit and turn right onto Glenn School Rd. Project is immediately on
the right
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 36°. 01.737' ON 78° 50.564' °W
6. Property size (acres
7. Name of nearest receiving body of water: Ellerbe Creek
8. River Basin:
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mgps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The site is currently being cleared and erosion controls
• measures are being installed under the current permit. Note that an NPDES and Erosion
Updated 11/1/2005
Page 6 of 13
• Control Permit are in place The site consisted of primarily wooded land (secondary growth)
with single family homes on the eastern boundary adjacent to Glenn School Road.
Surrounding uses include single family homes an abandoned drive-in movie theater and an
elementary school
10. Describe the overall project in detail, including the type of equipment to be used: The project
is a commercial shopping center to include a Walmart and outparcels. Equipment utilized to
construct the project consists of heavy mechanized construction equipment
11. Explain the purpose of the proposed work: The purpose of the project is a retail shopping
center to provide a retail shopping environment for surrounding neighborhoods.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.NC DWQ Project # 06-1013: 401 Water Quality Certification and
• Authorization Certificate per the Nuese River Buffer Protection Rules issued July 21, 2006. US
Army Corps Action ID # 2006-40557: Section 404 Nationwide Number 39 issued Nov 13,
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Future plans include onlv construction of currently vacant outparcels. All outparcels shall be
constructed to drain to the propose extended detention wetland in order to provide 85% TSS
removal Overall impervious build-out on the site is limited by te approved site plan.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
Updated 11/1/2005
Page 7 of 13
wetland or stream mitigation, list and describe the impact in Section
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts:
VIII below. If additional
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
senarately list impacts due to both structure and flooding.

Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
( es/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
3 Permanent fill Riparian forested wetland no 0 0.1927
5 Utility installation Riparian forested wetland no 0 0.0146
6 Permanent fill Riparian forested wetland no -50-55 0.040

Total Wetland Impact (acres) 0.247
3. List the total acreage (estimated) of all existing wetlands on the property: 0.256
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreaize. multiply length X width, then divide by 43,560.
•
Stream Impact

Number
(indicate on map)

Stream Name

Type of Impact
Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear
feet) Area of
Impact
(acres)
1 UT Ellerbe Creek Culvert Perennial 12.1 24 0.0067
1 UT Ellerbe Creek Permanent Fill Perennial 123 45 0.0127
2 None Permanent Fill Intermittent 8.0 695 0.128
4 UT Ellerbe Creek Culvert Intermittent 9.1 30 0.0063
5 UT Ellerbe Creek Culvert Intermittent 11.9 10 0.0027
5 UT Ellerbe Creek Riprap Intermittent 11.9 17 0.0046
Total Stream Impact (by length and acreage) 821 0.161
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Updated 11/1/2005
Page 8 of 13
•
Open Water Impact
Site Number
(indicate on map) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
pa
(acres)
none

Total Open Water Impact (acres)
6. List the cumulative impact to all Waters of the U.S. resulting from the project.
Stream Impact (acres): 0.161
Wetland Impact (acres): 0.247
Open Water Impact (acres): 0.0
Total Impact to Waters of the U.S. (acres) 0.408
Total Stream Impact (linear feet): 821
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
• 8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ® uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): dam/embankment (extended detention wetland)
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): city and state stormwater treatment and detention
Current land use in the vicinity of the pond: Wooded
Size of watershed draining to pond:32.69 acres Expected pond surface area:63,663 sf
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. This is addressed in the
narrative which is part of the submittal package
11
Updated 11/1/2005
Page 9 of 13
• VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina (see DWQ website for most current
version.).
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
A mitigation plan is not required nor is it currently proposed. Mitigation in the form of
payment to the Ecosystme Enhancement Program was previously provided for the permitted
wetland disturbance.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://www.nceep.net/pages/inlieureplace.htm. If use of the NCEEP is proposed,
please check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): none
Updated 11/1/2005
Page 10 of 13
Amount of buffer mitigation requested (square feet): none
Amount of Riparian wetland mitigation requested (acres): none
Amount of Non-riparian wetland mitigation requested (acres): none
Amount of Coastal wetland mitigation requested (acres): none
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify Neuse )? Yes ® No E]
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 11039 3 (2 for Catawba) None
2 6663 1.5 none
Total 17702
C]
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Updated 11!1/2005
Page 11 of 13
• 3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Phase attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. not required
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. All impervious surfaces are treated by an
extended detention wetland The stormwater management plan is included with this submittal
and this stormwater management plan contains the calculations demonstrating the design
complies with NC DWQ requirements Due to other aspects of the design of the wetland, the
final design significantly exceeds required standards of the wetland including surface area and
volume resulting from the 1-inch rainfall event
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Sewage disposal will be carried out with sanitary sewer. A force main and pump station are
provided and sewage will discharge to the North Durham Water Reclamation Facllrty.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://-h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
•
Updated 11/1/2005
Page 12 of 13
• XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
•
•
Updated 11/1/2005
Page 13 of 13
Addendum to the Pre-Construction Notification and "Buffer Rules" Application Required for
Projects Submitted Under the
"Express Review Program"
North Carolina Division of Water Quality Version 5.0
October 1, 2006
Email Address: [e-mail]
Purpose: To provide a detailed explanation of the information required by the Division of Water Quality
in order to expedite the review of applications for 401 General Water Quality Certifications, Isolated
Wetland Permits, Stream and Wetland Mitigation Plans and Riparian Buffer Approvals (Please Note: do
not leave any questions unanswered or use terms such as "N/A" without an explanation).
Fees:
401 Water Quality Certifications:
Riparian Buffer Authorization:
Riparian Buffer Minor Variance:
Coastal General "Major Variance":
Isolated Wetland Permit:
Major (>/= 150' stream or >/= 1 acre wetlands) $2,000.00
Minor (< 150' stream or < 1 acre wetlands) $1,000.00
(exclusively or "in addition" to) $2,000.00
$1,000.00
$1,500.00
General $1,000.00
Please read the entire document before attempting to determine the proper fee. Fees are additive for
particular projects.
Things to keep in mind when filling out the application:
A specific answer must be provided for each question. For instance, if a numerical answer is requested
then a numerical answer must be provided along with the supporting information necessary for DWQ staff
to verify that the number is accurate. Likewise, if explanations are presented to justify certain responses,
the explanations must be completely supported by documentation. DWQ staff cannot assume that
unsupported or undocumented information is accurate. "N/A" is not an acceptable answer for any
question since the DWQ Staff reviewing the application must have an opportunity to determine whether or
not any requested information is pertinent.
All forms, guidance, worksheets, applications, etc. used must be the current versions as posted on our
web site at http://h2o.enr.state.nc.us/ncwetlands. The Express Review Program website can be found at
http://h2o.enr.state.nc.us/ncwetlands/express_review.htm. Please note that it will be responsibility of the
applicant or the applicant's consultant to verify that the current versions are used. The versions posted
on our web site will be considered to be the current versions.
You are a very important part of the success of this program, if you have suggestions or clarifications
please send your comments to the Wetlands/401 Unit of the DWQ (via email at
401 [e-mail]).
Filling Out the Pre-Construction Notification Application:
The Corps of Engineers (USACE)/DWQ official, joint Pre-Construction Notification (PCN) Application
must be used as a basis for the expedited review process. The completed application should be
presented first and the supporting information tabbed and collated in the same order. Using a custom
format is not recommended. The open squares 0 are checklist items. The following items correspond to
the numbering system on the Pre-Construction Notification Form (PCN):
0 IMPORTANT. USE CHECK BOXES TO TRACK PROJECT INFORMATION!!
• SECTION I. ROCESSING
1 & 2.The USACE determines which Nationwide, Regional, or General Permit is
required. If you have verified with the USACE which permit they intend to use for
your project or if you already have written approval from the USACE, please
indicate by adding "verified" or "verified, attached", respectively, in the blank next
to the Permit number requested.
ln? Attach the USACE Approval if you have it.
? 3. It is not anticipated that the expedited process will be requested for this situation.
5d 4. If you propose to impact 150 feet or more of perennial stream or 1 acre or more
?0?, of wetland and onsite mitigation is not proposed, it is recommended that you
either locate an acceptable private bank with available credits (with
ANTI C, IPA SP documentation to show that the bank can and shall provide the credits needed)
or obtain approval from the EEP for the entire amount of stream and or wetland
as DWQ will make the final determination as to whether or not mitigation applies.
A complete Express application is not considered received unless an EEP
approval letter is attached if mitigation is requested through EEP. Please note
that the USACE may have different mitigation requirements and thresholds.
C 5. State whether your project will require a CAMA Minor, Major or General Permit
and give the status of the permit.
SECTION II - APPLICATION INFORMATION
1. 15 NCAC 2H.502(o reads as follows: "Who Must Sign Applications. The application
• shall be considered a "valid application" only if the application bears the signature of a
responsible officer of the company, municipal official, partner or owner. This signature
certifies that the applicant has title to the property, has been authorized by the owner to
apply for certification or is a public entity and has the power of eminent domain. Said
official in signing the application shall also certify that all information contained therein
or in support thereof is true and correct to the best of his/her knowledge."
Please indicate how the applicant meets the above definition and provide
supporting documentation.
i( Please provide all of the requested contact information including a fax
/ number and email address.
2. If the application is not signed by the applicant, please attach the agent authorization
letter. The applicant must sign the agent authorization letter. The applicant's name
/ and position must also be spelled out as many signatures are difficult to read.
3. Please provide all of the requested contact information including a fax number and
email address.
SECTION III - PROJECT INFORMATION
The following is the most critical of all the information that you must provide. The quality and detail of the
information will often determine the expeditiousness of the review. The following is a checklist of the
types of pertinent information required at a minimum:
0
• Map?d Plans:
The most recent version of the 1:24,000 USGS Topographic Map- Please cleanly
delineate the site boundaries, etc. on the map. If the delineation obscures any of the
features, it is recommended that a clean copy be provided. Please indicate the
quadrangle name. You can go to the USGS web site (http://mac.usgs.gov/maplists/) to
verify the most recent version.
J The most recent version of the NRCS Soil Survey Map - (required for projects within
the Neuse River Basin, Tar-Pamlico River Basin, Randleman Lake Watershed and the
Catawba River Basin, also recommended for all projects) - Please cleanly delineate the
site boundaries, etc. on the map. If the delineation obscures any of the features, it is
recommended that a clean copy be provided. Please indicate the page or map number
from which the copy of the map was made. Copies of the current soil survey and/or soil
survey map sheets can be obtained from the local NRCS County Office
(http://www.nc.nres.usda.govn. GIS soil layers are not acceptable.
Vicinity map - Please clearly mark the location and approximate boundaries of the
property and project on the map. Please indicate north and scale. Please include
applicable road names or State Road numbers.
The Site Plan - The most critical map to be provided is the site plan. You must provide
full sized plans. The following is the minimum list of plans that are typically needed.
C? Pre-construction/Pre-existing conditions - This sheet must be scaled and
include all jurisdictional and non-jurisdictional wetland, stream, water features,
State regulated buffers, topographic contours with elevations, approximate extent
and nature of forest, field, landscaping, or other cover. Any existing structures and
. impervious area must be shown. Existing utility lines and easements must be
shown. Existing roads, culverts, and other pertinent features must be shown. North
arrow and the scale must be shown. Please note that the impact boundaries on the
maps should correspond to the flagged impact boundaries in the field.
B? Proposed conditions - These sheets must be scaled and show all existing
jurisdictional and non-jurisdictional wetland, stream, water features, and State
regulated buffers (delineated into Zone 1 and Zone 2) must be underlain on the site
plan(s). The plans must show all built-out structures and impervious cover. The
plans must include the final grading contours with elevations. The plans must
indicate all utilities and easements. It is likely that several versions of the final built-
out site plans will be necessary.
i Drainage Plans - Final drainage plans must be included. The plans should include
the locations and pertinent elevations and sizes of the collection system and
drainage ways. All inlets and outlets must also be shown with pertinent elevations.
Scaled stormwater BMPs must also be indicated as required by DWQ rules and
policies. In certain cases, final stormwater management plans must also be
provided, but that will be addressed later in this document.
J Plats - The plans must show the location and layout of all sub-divided parcels with
lot identifications. Platted parcels must be developable without further impacts to
iurisdictional and non-iurisdictional wetlands, streams, water features, and State
regulated buffers.
I/ Proposed Impacts - All impacts to jurisdictional and non-jurisdictional wetland,
stream, water features, and State regulated buffers must be shown and labeled on
the site plans. All excavation, fill, flooding, stabilization, and other impacts that will
be conducted in or near jurisdictional and non-jurisdictional wetland, stream, water
• features, and State regulated buffers must be indicated.
Wetland Impacts (on the site plan):
Precise grading and final elevation contours must be provided. Existing vegetation and
any clearing must be specified.
/ ti
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t
C? ruc
on
ons
All subsurface utility lines must indicate the location of anti-seep collars.
detail for anti-seep collars must be provided.
Roadway or other crossings of riparian wetlands may require floodway culverts to
maintain existing hydrological conditions.

When surface drainage features or groundwater recharge areas that feed or would
reasonably feed wetlands that are not to be filled are made impervious, it may be
necessary to direct some stormwater runoff to those areas in order to maintain hydrology.
You must identify these areas and address them. Supporting explanations and discharge
information must be provided to show that the wetland would not be eroded or receive
too much or too little hydrology. In many cases this could help satisfy part of a
stormwater management plan.
Flooding
/
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ng
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Stream Impacts:
?f Stream impacts must be clearly shown on the plans. The centerline as well as the banks
of the stream must be surveyed or located by GPS for the portion of the stream to be
impacted.
• Culverting:
The inlet and the outlet of the culvert should be aligned with the stream as much as
possible. Inlet and outlet elevations and streambed elevations should be indicated.
/
C? Any widening of the stream must be shown with elevations.
The extent of and plan details for all dissipation or grade control devices should be shown
with pertinent elevations.
/
[3 For shorter culvert sections, such as for road crossings, a longitudinal cross section that
shows the stream bed invert at the inlet and outlet, the existing stream bank elevations
and the invert of the inlet and outlet of the pipe(s) must be provided.
For shorter culvert sections, such as for road crossings, a vertical cross section must be
provided that shows the stream cross section at the inlet and outlet overlain with the
culvert and fill cross section.
/
C? For bottomless culverts or other spans, a vertical cross section should be provided that
shows the minimum distance from each span to each stream bank, the stream cross
section, the height of the span above the stream and the minimum distance from the
edge of each footer to each stream bank.
2 For bottomless culverts or other spans, a plan view must be provided that shows the
location of the spans and the stream banks.
r? For longer culverts or culverts that will pass beneath substantial impervious cover, it will
be necessary to provide adequate plan detail to show that discharge velocity/energy will
• be adequately dissipated.

f Cross section details must be provided showing the provisions for aquatic life passage.
Aquatic life passage through culverts is typically achieved by placing the invert of the
culvert below the existing bed of the stream per the USACE or North Carolina Wildlife
Resource Commission guidelines. Other methods such as baffles may also be used.
Please be aware that such placement may require the use of grade/velocity control
measures up or down stream of culverts on steeper streams to prevent head-cuts or
streambed erosion. The culvert placement relative to the streambed can be indicated on
the longitudinal profile. Grade and velocity control measures must be indicated on the
plan view and typical designs should be provided.
-J Multiple culverts, wide culverts or sectioned box culverts typically require the use of sills,
off-setting or other means to match the cross section of the existing stream (in order to
maintain stream stability and provide aquatic life passage). A vertical cross section of the
culverts should be shown overlain with the up and downstream stream cross section
including the stream flood-prone area.
7 Impacts associated with dam construction must indicate and enumerate all fill associated
with the dam footprint, spillway and any bank stream bank stabilization. The length of
stream impounded must also be indicated and enumerated.
Stream Relocations:
Stream relocations must be conducted as specified in General Certification numbers
3402 and 3404 (available on the Wetlands Unit web site). Stream relocation plans must
include:
/
d Morphological measurements (see Appendix B of the Internal Technical Guide for Stream
Work in North Carolina available on the Wetlands Unit web site) - not all of the
measurements are applicable in every instance.
Typical stream cross sections - Typically, a riffle cross section and a pool cross section
that includes the entire flood prone area. The bankfull and flood prone area elevations
should be indicated. Similarly, a riffle cross section of the reference stream(s) should be
provided.
/ i
h
C? t
Plan view - Provide scaled plans that show the location of the proposed (preferably w
stationing) and the existing stream. In most instances, the bankfull contours and flood
prone area contours, in stream structures, bank revetments/stabilization, channel plugs,
planting plan, vegetation conditions, stormwater outlets, grade controls, bridges, culverts,
sewer lines, roads, fencing, and easement lines should also be provided.
Longitudinal Stream Profile - A scaled profile that indicates the thalweg, bankfull, and top
of bank elevations should be provided for the design and reference streams. In many
cases, it will also be necessary to show the existing land elevations for the design
stream.
/
u Planting Plan - A planting and/or vegetation management plan should also be provided
that makes use of appropriate native vegetation. The plan should indicate the extent,
density, and species of plants to be provided.
/
d In-stream structure, bank revetment/stabilization, and stormwater outlet typicals -
Detailed, typical plans should be provided for all in stream structures, bank revetments or
stabilization, and stormwater outlets. The typicals should include materials and
specifications as well as relative lengths, positions, and angles.
Sediment transport analysis - A sediment transport analysis should be provided based
on the current, relevant, accepted practices. The sediment transport analysis should be
• relevant to the streambed load type and should predict bed load transport equilibrium.
6
i Permanent conservation easement or similar means of protection must also be provided.
Other (Information:
J 1. The project should always be referred to by this name in all correspondence as well
as the DWQ # once it is provided.
2. This only applies to DOT projects, which are not expected to utilize the Express
Review Program.
3. This should be the size of the project as identified by the USACE for 404 Permits or
by the Division of Water Quality for Buffer Approvals and Isolated Wetland Permits.
/4. Please provide the name (as depicted on the USGS topographic map and DWQ
Stream Classification Lists) of the nearest water body(ies) to which your project is a
tributary to (e.g. "Neuse River (Falls Lake below normal pool elevation)"). (Do not
simple state "stream", "river", "ocean", "sound" or "lake".) Please provide the "stream
index number" of the named water body or water body section (e.g. "27-(1)"). Also,
please provide the full water quality classification (e.g. "WS-IV NSW CA") of the water
body. This information can be obtained from the DWQ web site
http://h2o.enr.state.nc.us/bims/Reports/reportsWB.htm1.
5. Please state which river basin and sub-basin that your project is in (e.g. "Neuse River
Basin, NEU01"). This information can be obtained from the DWQ web site
http://h2o.enr.state.nc.us/bims/Reports/reportsWB.htm1.
6. Conditions should also be indicated on the existing site plan where applicable.
/ Photos (including aerial photos) can be helpful in describing the existing conditions.
Q 7. You must provide an attachment that explicitly describes what the proposed project
• will entail from the planning stage to final construction.
1 8. This can be a simple explanation, but it is critically important because the purpose
dictates how the no practical alternatives are reviewed.
SECTION IV - PRIOR PROJECT HISTORY
d Please include copies of all 401 Water Quality Certifications, Isolated Wetland
Permits, Buffer Approvals, USACE Permits, CAMA Permits for the site as well as a
copy of the final approved, site plan.
SECTION V - FUTURE PROJECT PLANS
For projects utilizing the express review process, all impacts both present and
potential future must be indicated. For instance, the location or configuration of
platted lots sometimes suggests that future impacts will be necessary to build,
access, or otherwise develop such lots. Failure to account for such potential impacts
could delay or disqualify a project from the rapid review process. If you believe that
the lot can be developed without impacts, but you anticipate that your assertion may
be questioned, it is recommended that you provide a potential building foot print
and/or grading plan to show that future impacts could be avoided.
SECTION VI - PROPOSED IMPACTS TO WATER OF THE US
1. It is recommended that the individual impacts be described if there are special things
to note about the impacts. Typically the most important thing is to have detailed
accurate site plans as described above. Please make sure they are clearly labeled.
0 [],/(Tease include all proposed temporary impacts.
. Also, a current, signed delineation map from the USACE should be provided (if
available) and a map locating the stream origins signed by the appropriate DWQ
Staff must be provided if applicable. 0446 NP Or AV446Z,6
2. Each impact to a wetland must be clearly labeled and identified on the site plan. The
type of impact must be clearly stated. If the impact is temporary, a specific plan must
be described or shown as to how the wetland will be restored. Keep in mind that the
USACE delineates some features as wetlands that DWQ calls streams. Please list
any impacts in this table that DWQ would identify as a stream. If there is any doubt,
it is recommended that the impacts be listed as streams. Please follow current DWQ
policy with respect to whether a stream is perennial or not. It is recommended that
you assume that a stream is perennial (unless you are positive that it is not) so if
mitigation is required then the appropriate amount of mitigation would be anticipated
or requested from the EEP or private bank. If the EEP or private bank has pre-
approved too short of an amount of stream or if inadequate mitigation is proposed,
then that situation will result in delays.
/
3. Sometimes it is difficult to determine whether a feature is a modified natural channel
or a ditch, especially in the eastern part of the State. Soils, drainage features,
topography, macroinvertebrates, and similar factors, all are important for making that
determination.
C,y 4. Other items to address not specifically requested in the application include
downstream sediment starvation, thermal pollution, low flow releases from dams, and
aquatic life passage. Other important considerations are buffer reestablishment or
mitigation around ponds on buffered streams. The site plan should include the
precise elevation contour of the normal pool as well as the dam footprint. Mitigation
is required for wetland flooding of an acre or greater and for stream fill (if over the
150 foot threshold) under the dam footprint and any outlet stabilization.
SECTION VII - AVOIDANCE AND MINIMIZATION
Avoidance and minimization are critical aspects of an application particularly if you desire the application
to be processed expeditiously. The following is a checklist of avoidance and minimization questions that
DWQ Staff often look for in applications.
i" Are there any stream crossings at angles less than 75° or greater than 105°?
[er Are there any stream crossings that cross two streams above or at the confluence of those
streams?
r5l Are there any stream, wetland, water, and/or buffer impacts other than perpendicular road
crossing near the edges of the property?
Can the stream be relocated as a natural channel design as opposed to culverted or
otherwise filled?
C4'*"' Is any single stream crossed more than once?
Can property access routes be moved or reduced to avoid stream, wetland, water, and
buffer impacts?
/ Can a building, parking lot, etc. be realigned to avoid impacts?
0/ Can the site layout be reconfigured to avoid impacts?
• p/ Can headwalls or steeper side slopes be used to avoid/minimize impacts?
• Can a retaining wall be used to avoid/minimize impacts?
Can cul de sacs be used in place of a crossing?
Can lots be reshaped or have shared driveways to avoid impacts?
If based solely on the practicable physical possibility, the answer is "yes" to any of the above questions
then you must have to provide substantial and convincing justification as to why the impacts are
necessary. If the impacts are required by a local government or other agency, the claim must be
supported with appropriate written documentation from the local government or other agency. Most
projects typically involve the need to justify avoidance and minimization. If this information is not readily
available, then the express review process may not be the appropriate venue to use. Providing
alternative plans (such as plans that avoid the impact, minimize the impact and the preferred plan, similar
to those used in environmental assessments) and explanations as to why the preferred plan is needed
and why the alternative plans won't work are many times helpful in the no practical alternatives review.
SECTION VIII - MITIGATION
Mitigation for the Express Review Program, final mitigation plans must be presented up front. The final
plans (except for plans that propose payment into the Ecosystem Enhancement Program (EEP), Riparian
Buffer Restoration Fund, private mitigation banks, or similar banking instruments) must contain detailed
plans, specifications, calculations and other supporting data that show that the appropriate mitigation will
be achieved at the ratios required. The design plans must be developed to at least the "90W level.
Monitoring plans must be final and specific. Any means of permanent protection, such as a permanent
conservation easement must be provided. If you elect to use the EEP or a private mitigation bank, it is
recommended that you request the maximum possible mitigation amount that DWQ may require so that
you will not have to get further approval from them on short notice. The EEP and private banks are not
part of the expedited review process and cannot be expected to meet any such deadlines. There will be
. no conditional expedited approvals that require final plans at a later date. It is not recommended that
innovative mitigation techniques or greater than 10% preservation be requested as part of an expedited
process.
SECTION IX
If your project requires the preparation of an environmental document under NEPA or SEPA and an
approval letter has not been issued by the State Clearinghouse, then you cannot apply under the
expedited review process. It is your responsibility to find out if such documentation is required.
SECTION X
There are many aspects of the Buffer Rules that must be addressed in every application, if applicable.
The first and most important thing to keep in mind is that allowable activities that require written Approval
from DWQ triggers a review of the entire project for compliance with the Buffer Rules.
Diffuse Flow & Stormwater Management:
[w?FlThe most common issues that arise involve the requirement for diffuse flow of stormwater
through riparian buffers. Basically one of three things must be indicated in regards to all
"new" stormwater that is collected and subsequently discharged. First, provisions for
diffuse flow through the protected buffer must be made. This usually involves the use of
level spreading devices designed to the latest DWQ guidance on level spreader design,
which is available on our web site. Please keep in mind that it does not matter how far a
discharge point is from a buffer. The stormwater must be flowing in a diffuse manner at
whatever point it eventually reaches the buffer. If the stormwater will not be flowing in a
diffuse manner through the protected buffer at the point it reaches the buffer, then one of
the following options may be allowed:
• '0' You may provide a nitrogen removing measure such as a forested filter strip,
grassed swale, stormwater wetland, etc. The measure employed should be
9
• designed according to the NC DENR Stormwater Best Management Practices
Manual or other DWQ Guidance available at
http://h2o.enr.state.nc.us/ncwetlands/regcert.htm1. After the nitrogen is treated, the
stormwater can be directly conveyed through the buffer with written DWQ approval.
V You may discharge the stormwater to an existing man-made conveyance that
currently conveys stormwater through the protected buffer (assuming the
conveyance was not constructed in violation of the Rules) as long as that
conveyance does not need to be altered to convey the flow. Please remember that
there are no other choices. The following checklist is intended to help insure that
your application will not be deemed incomplete as a result of improper stormwater
design.
Stormwater Management (for Buffer Rules compliance only - Also, see Section XI):
.?51" All stormwater out-falls must be clearly shown and labeled on the site plan for projects in
Buffered watersheds. List each out-fall as labeled:
q/ Option 1: Level spreading devices designed to the latest DWQ Guidance, and
devices that merely control velocity but do not provide diffuse flow such as rip rap
dissipators are not proposed. List each of these out-falls as labeled on the site
plan and provide a DWQ worksheet available at
http://h2o.enr.state.nc.us/ncwetlands/regcert.htm1:
Option 2: Nitrogen removing measures designed to DWQ Standards are
proposed for discharges for which diffuse flow through a protected Buffer cannot be
met. List each of these out-falls as labeled on the site plan and provide a DWQ
worksheet available at http://h2o.enr.state.nc.us/ncwetlands/regcert.htmI
C/ Option 3: The stormwater will be discharged to an existing man-made (not
including modified natural channels) conveyance that carries the stormwater
through the Buffer. The conveyance was not constructed in violation of the Buffer
Rules. List each out-fall as labeled:
?All stormwater out-fall must meet one of the options above. (Note: if you cannot check this
box your application will likely not be accepted into the express review process.)
Site Plans:
ree All applications on properties with DWQ protected buffers must clearly depict the buffers
and any impacts to the buffers on the site plans. The impact maps should clearly depict
both zones of the protected buffers and the proposed impact areas (provided in square
feet).
Surface Water & Buffer Delineations:
Any surface waters subject to DWQ protected buffers must be field located and accurately
depicted on the site plans and impact maps. The width, dimensions and pattern of the
surface water must be delineated. The surface water location must not be taken simply
from a USGS map, soil survey or local municipality's map. The buffers must be measured
from the surface water as required within the applicable buffer protection rule (e.g., all
buffers along streams subject to the Neuse and Tar-Pamlico Buffer Rules must be
measured from the "top-of-bank" of the stream and not the centerline of the stream). All
streams must be surveyed or located by GPS and shown precisely on the site plans.
0 Impact Table:
10
Please provide additional impact tables that clearly state the area of impact for each
• corresponding impact site.
Variances:
y Projects that require a Major and/or "General" Variance will not be eligible for the use of the
Express Review Program (with the exception of the Coastal General "Major" Variance.
Mitigation:
As opposed to applications that are submitted under our regular process, final mitigation
plans must be presented up front (see requirements for Section VIII above). The mitigation
plans must comply with the applicable buffer mitigation rule.
SECTION XI - STORMWATER
Please provide the following information in regards to potential stormwater requirements:
The total acreage of the site. 1' 1. 3t7 (acres)
The total built-out impervious acreage OY (acres)
The total area that will be disturbed ?0,(o (acres)
If the total area exceeds 20% imperviousness, the development on the site is uniform in
density, and you claim that the total impervious area is less than 30%, you must provide a
complete, detailed breakdown of the assumed built-out conditions. The breakdown must
be detailed enough to show that all potential impervious areas are accounted for.
• If there are concentrated areas of development such as multi-family, commercial, cluster,
club houses, etc. that exceed 30% imperviousness and the total imperviousness for the site
does not exceed 30%, a stormwater management plan will likely be required for those
/ areas that exceed 30% imperviousness.
Cpl Stormwater management plans must be complete with a final design and an executed
Operation and Maintenance Agreement. There will be no conditional stormwater approvals
for the express review process that allow for approval of the final plans at a later date.
Worksheets must be provided that are available at
hftp://h2o.ehnr.state.nc.us/ncwetiands/mitresto.htm1.
SECTION XXII - SEWAGE DISPOSAL
C7 Response must be clear and detailed. Any disposal method that suggests further impacts
may be required other than those shown must be clearly addressed on the site plans.
SECTION XIII
Answering yes to either of these responses automatically precludes you from the express
review process.
SECTION XIV - SIGNATURE
The name, position and/or title of the applicant must be in type or long hand script here with
the signature. It should be the same person as described in Part II.
If you have any questions about these requirements, please email the Express Review Program at
• 401 [e-mail] and include your question and phone number and the appropriate staff will
respond as soon as possible.

GLENN VIEW STATION
WETLAND, STREAM AND B UFFER IMPACT PERMIT MODIFICATION
NARRATIVE
Glenn View Station
Geer Street and Glenn School Road
Durham, North Carolina
Horvath Associates Project Number: 0667B
US Army Corps Action ID # 2006-40557
DWQ Project # 06-1013 and E06-1013
•
Prepared for:

V WRS Realty
2361 S. Centennial Avenue
Aiken, South Carolina 29803
Phone: [phone]
Prepared by: Horvath Associates, PA
Engineers - Planners - Landscape Architects
P.O. Box 51806
Durham, North Carolina 27717
[phone]
0
April 30, 2007
Revised May 17, 2007
0 GLENN VIEW STATION
WETLAND, STREAM AND B UFFER IMPACT PERMIT MODIFICATION
NARRATIVE
General Description
Glenn View Station is a proposed 51.35 acre shopping center. It is located south of and
adjacent to Interstate 85, north of Geer Street and west of Glenn School Road in Durham,
North Carolina. It is located in the F/J-B watershed protection district and the Neuse
River Basin. A permit has been obtained from North Carolina Division of Water Quality
(NC DWQ) for buffer, stream and wetland impacts. The permit is a 401 Water Quality
Certification and Authorization Certificate. The DWQ Project # is 06-1013 and a copy of
the permit and buffer determination is included with the permit modification request.
Additionally, impacts are approved under a Nationwide Permit #39 as obtained from US
Army Corps. The US Army Corps Action I.D. is 2006-40557. Note that the revised
Nationwide 39 Permit has already been issued by US Army Corps.
Reasons for Modification Request
The primary reason for the request for modification is that City of Durham Transporation
• and North Carolina Department of Transportation (NC DOT) requested that the entrance
to the shopping center be relocated such that it was as far from the intersection of East
Geer Street and Junction Road as possible. The request was made for traffic safety
reasons and to maximize traffic flow and/or reduce potential traffic issues. The result is
that the entrance was required to be placed closer to the stream buffer than previously
permitted. The entrance to the shopping center is not located in the stream buffer, but the
relocation causes the necessity of additional impacts to the adjacent perennial stream in
order to widen East Geer Street per City requirements. Additionally, there is an
`unimportant' stream that was previously approved for 339 LF (3,141 sf) disturbance
(Impact #2, see maps). Relocation of the entrance necessitates that the impact is 695 LF
(total) of same `unimportant' stream.
Approved Impacts Reduced
US Army Corps previously permitted 758 if of unimportant stream. However, NC DWQ
did not permit 262 if of that impact (See previous Impact Maps, Impact 7 and 8)
corresponding permits (included). These impacts are withdrawn from the permit request.
Additionally, buffer and `unimportant' stream impacts at Impact 5 are reduced. 125 if of
`unimportant stream' impact was previously approved by US Army Corps and NC DWQ.
This impact is reduced by 98 if and the proposed impact is now 271f. The buffer impact
in Zone 1 was previously approved at 7,749 sf and the new impact requested is 1,464 sf.
• This represents a reduction of 6,285 sf impact to Zone 1 of the Neuse Buffer. The
remaining buffer impact is needed for improvements to Glenn School Road and there is
• (City of Durham) required sanitary sewer stub out that will be placed in Zone 2 of the
buffer at Glenn School Road. City of Durham requires that developers provide sanitary
sewer connections to `upstream', adjacent property owners. The location of this sewer is
necessary because the owners would not have the ability to tie into the sewer if it is not
located in a low point. The sanitary sewer line is designed such that a minimum
additional impact will occur and the majority of the sanitary sewer impact will occur in
Zone 2.
A total of 0.0226 acre of wetland was previously permitted for Impact 5, and that wetland
impact is reduced to 0.0146 acre.
It is also notable that impact 5 was originally a part of the site plan footprint and would
have been utilized for transportation access and outparcels. This impact was eliminated
and the overall impervious area of the site is reduced from 27.12 acres to 25.23 acres.
New Impacts
There are two areas of increased impacts. Impact #1 is an increase in buffer impact and
an increase in perennial stream (important stream) impact. The revised impact includes
6,431 sf impact in Zone 1 and 2,270 sf in Zone 2 on the north side of Geer Street (Impact
1) and 1,350 sf impact in Zone 1 and 616 sf impact in Zone 2 on the south side of Geer
Street (Impact 1A). It also includes 69 if impact of perennial stream (Impact 1). The
is included impact maps show the requested impacts. These impacts are necessary in order
to widen Geer Street and extend the culvert under Geer Street. Impacts to the stream
south of Geer Street are avoided with the addition of a head wall. A flared end section
will be installed on the north side of Geer Street, but impact to the perennial stream
would be physically difficult to avoid.
Avoidance and Minimization
Alternatives were explored extensively to avoid and minimize all impacts and a number
of different design alternatives were explored prior to the final design as represented by
the impact maps. And, as previously mentioned, impacts were reduced to partially offset
the new requested impacts. Walls will be utilized in situations where safety is not
compromised and the walls are feasible and a headwall is used at the existing pipe on the
upstream side of Geer Street to avoid any impacts to the stream. North Carolina
Department of Transportation does not allow walls in the Right-of-Way and they
discourage walls elsewhere. Additionally, placing a wall in Zone 1 (which was
considered) would require a wall of extensive length and height due to the terrain in the
vicinity. Construction of this wall would impact the viability of the entire project.
As previously mentioned, a new sanitary sewer connection is necessary at Impact 4 and 5
due to City of Durham's requirement that sewer connections are provided adjacent
property owners. The design of this stub out had to allow that the adjacent owners could
reasonably tap into it with gravity flow. Avoidance and minimization was carried out in
i
• this situation by locating the sewer outside of Zone 1 while still allowing that the lowest
reasonable invert be provided.
Alternative impacts were considered at Impact 4 (See Impact Maps). The project is
required to provide a sidewalk along the Right-of-Way and that side walk is required to
be constructed at the edge of the Right-of-Way. For this reason, it is necessary to install
a culvert under the sidewalk.
Sheet Flow
The road widening will create new impervious surfaces in the Right-of-way at the
widening of Geer Street. All new impervious surfaces associated with this road widening
will be diverted into Best Management Practice structures that will provide sheet flow
into the buffered streams. Sheet flow will be achieved with level spreaders designed
according to the latest NC DWQ design.
Approved Stormwater Management Plan
A stormwater management plan was required as a condition of the permit for this project.
The stormwater management plan includes a `regional' extended detention wetland and
the stormwater management plan has been submitted and approved by NC DWQ under
DWQ Project # E06-1013. A copy of the approval and three copies of the stormwater
• management plan are included with this submittal.
Grandfather
The 401 and Nationwide 39 permits for this project were obtained prior to the March 18,
2007 deadline for expiration of all Nationwide permits. The site was rezoned and
approved prior to this deadline, and the developer had considerable expenditures
acquiring these approvals. Additionally, a contract between the developer and the
general contractor for constructing the project was signed prior to the March 18th
deadline. A copy of this contract is included with this package. For this reason, the
permit continues to be valid and the project qualifies for a modification. It is anticipated
that all impacts and construction will be complete prior to March 18, 2008.
Conclusion
US Army Corps originally permitted the impact of 0.26 acre of wetland, 758 if of
unimportant stream, and 10 if of important stream. NC DWQ originally permitted 0.256
acre of wetland, 506 if stream (10 if perennial and 464 if permanent intermittent stream
impacts and 321f of temporary stream impacts). NC DWQ additionally approved 10,049
sf of impacts in Zone 1 of the Neuse Buffer and 6,408 sf of impacts in Zone 2 of the
Neuse Buffer. The modification requests 0.247 acre of wetland, 69 if of perennial
(important) stream and 752 if of intermittent (unimportant) stream. The modified buffer
• impacts total 11,039 sf in Zone 1 and 6,663 if in Zone 2.
•
AGENT AUTHORIZATION FORM

0
•
AGENT AUTHORIZATION FORM
HORVATH Name: 41?1 0,2. t/ 14'?5PF_ S
Address: 2341 S&A CeoAnn(a-D A- ..VeLe# 44 (EA :-r) &-,,4 It, -17A))ecr,r?4?
Civil Engineers
Planners p MAJO ACIF0 6y; W"s In
Ldndscape Architects /I! e., SC Z Q $0
Phone: 903- <o4 q- 14 1
Project Name: 61. c nJIJ VIEW Sr-ATI 0 AJ
Date: / - 07 Horvath Associates Project
The Department of the Army
U.S. Army Corps of Engineers, Wilmington District.
P.O. Box 1890
Wilmington, North Carolina 28402
•
Attn: Eric Alsmeyer
Field Office: Raleigh
I, as the current property owner, hereby designate and authorize Horvath
Associates, PA; to perform the duties necessary as my agent for submission
and approval of permit applications and to provide any additional
in or ation necessary to support the application as of today,
This authorization supersedes all previous
agent authorization.
?RTNUk 3. k n s; ?A
Print Property Owner's Name
cc: Ms. Gyndi Karoly
NCDENR-DWQ
2321 Crabtree Boulevard
Raleigh, North Carolina 27604
documents associated with
Propert wner's Signature
cc: John Schrum
Horvath Associates, PA
te:x:h CCX1- ri(7
16 Consvltani Place. Svile 201
Durham. NC 27707
P 919.490.4990 % t 919.490.8953
537 rdiorkel S1ree15vite LL20
Chattanooga, IN 37402
A 423.266.A990I It 423.266.S700
C
PROPOSED IMPACT MAP
0

•
APPLICANT
IMPACT MAPS
GLENN VIEW STATION
DURHAM, NORTH CAROLINA
CIMLAND, LLC
2330 OPERATIONS DRIVE
DURHAM, NC 27705
P : [phone]
F : [phone]
0
SITE SUMMARY
*TOTAL TRACT AREA = 55.517 ACRES- 2,418,309
*TOTAL TRACT AREA AFTER
R/W DEDICATION = 51.35 ACRES- 2,236,977
*EXISTING ZONING: CC (D)
*EXISTING USE: VACATNT RESIDENTIAL,
RESIDENTIAL USES
*PROPOSED ZONING: SC (D)
*WATERSHED: F/J-B OVERLAY
*RIVER BASIN: NEUSE
*IMPERVIOUS AREA: 1,098,809 SF (45.4%)
*PROPOSED USE: COMMERCIAL
*TOTAL BUILDING SF: 206,033 SF
*SITE IS OUTSIDE CITY LIMITS
*SITE IS INSIDE UGA
GLENN SCHOOL RD 00
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VICINITY M P a D
NO SCALE
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DRAWN BY:
HORVAT ?S
PROJECT COVER SHEET CHECKEDBY:
A S S O C I A T E S S
16 CONSULTANT PLACE SURE 201 SCALE
DURHAM, NORTH CAROLINA 27707
4990 F 919.490.8953
P 919
490 GLENN VIEW STATION NTS
.
. DATE
537 MARKET STREET, SUITE LLM
NNESSEE 37402 GEER STREET & GLENN SCHOOL ROAD 0427107
CHATTANOOGA. TE
P 423.266.4990 F423,266.5700
NORTH CAROLINA
DURHAM PROJECT NO
www.horvathassoclates.com , 06678
IMPACT #4
IMPACT #6 \
IMPACT #5
ro (reduced) IMPACT #3
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A ?
MPACT #2
reduced /
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IMPACT #1
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0 150 300 600
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SCALE: I"= 300'
IMPACTS PROPOSED
....................... ......................................... ... ..........
.
DRAWN BY:
HORVAT ?S
OVERALL PROJECT SITE CHECKEDBY:
A S S O C I A T E S S
16 CONSULTANT PLACE SUITE 201 SCALE
- ` DURHAM, NORTH CAROLINA 27707
490.8953
4990 F 919
P 919
490 GLENN VIEW STATION 1 =300
.
.
.
537 MARKET STREET. SUITE LL20
402
3
•

GEER STREET & GLENN SCHOOL ROAD DATE

04/27/07
CHATTANOOGA, TENNESSEE
7
4990 (423.266.5700
P423
266 PROJECT NO
.
. NORTH CAROLINA
DURHAM 0667B
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BUFFER AND CHANNEL
IMPACT ARE" '
I^ `pop ANY REQUIRED /
_ DEWATERING SHALL BE
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CONCURRENT WITH PIPE
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PLACEMENT
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IMPACT AREA #1 A
ANY REQUIRED'
DEWATERING SHALL BE .'? , •t.
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CONSTRUCTION CONSTRUCTION
NEUSE BUFFER IMPACTS CHANNEL CHANNEL
IMPACT COMMENT NB
Z1 NB
Z2 IMPACT NB
Z1 NB
Z2 IMPACT
NO. PERRENIAL
CURRENTLY 853 SF 651 SF 10 LF 754 SF 629 SF 10 LF
1 APPROVED (0.019ac) (0.014ac) 74 SF(o.0017ac) (0.017ac) (0.014ac) 126 SF(0.0029ac)
6,431 SF 2,270 SF 69 LF ___ ---
PROPOSED
(0. 1 48ac)
(0.052ac)
845 SF (0.0194 ac)
---
CURRENTLY
---
---
IA APPROVED --- --- ---
1,350 SF 616 SF
PROPOSED
(0.031ac)
(0.014ac)
LEGEND:
NB Zl- NEUSE RIVER BUFFERS ZONE 1
OA
NB Z2 NEUSE RIVER BUFFERS ZONE2 0 50 100 200
N
-CHANNEL IMPACT
%CP4E; L':1Ro..... ...............
......................
_ ... ......................... DRAWN BY:
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IMPACT AREA # 1 SITE PLAN CHECKED BY:
Y:
A S S O C I A T E S S
16 CONSULTANT PLACE SUTTE201
DURHAM, NORTH CAROLINA 27707
490
4990 F 919
8953
P 919
490
GLENN VIEW STATION SCALE
1 ??-100
.
.
.
. DATE
537 MARKET STREET, SUITE LL20
37402
SS
GEER STREET & GLENN SCHOOL ROAD
o4?27?07
EE
CHATTANOOGA, TENNE
P 423.266.4990 F 423.266.5700
NORTH CAROLINA
DURHAM PROJECT NO
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CHANNEL IMPACT AREA #2
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•
CONSTRUCTION CONSTRUCTION
NEUSE BUFFER IMPACTS CHANNEL NEUSE BUFFER IMPACTS CHANNEL
IMPACT COMMENT NB Z1 NB 72 IMPACT NB Zl NB Z2 IMPACT
NO.
CURRENTLY 339 LF
APPROVED 3,141 SF(0.072AC) --
695 LF
PROPOSED ---
-
5,561 SF(0.128AC)
---
LEGEND:
NB Z1- NEUSE RIVER BUFFERS ZONE I
NB Z2 NEUSE RIVER BUFFERS ZONE 2
-CHANNEL IMPACT
HORVATH
A S S O C I A T E S
16 CONSULTANT PLACE SUITE 201
DURHAM. NORTH CAROLINA 27707
P 919.490.4990 f 919.490.8953
537 MARKET STREET. SUITE LL20
CHATTANOOGA. TENNESSEE 37402
P 423.266.4990 F 423.266.5700
www.horvathassociates.c om
0 50 100 200 qN
........................... ?CPLE; j40................... .
DRAWN BY:
IMPACT AREA #2 SITE PLAN CHECKED BY:Fis
SCALE
GLENN VIEW STATION 1"=100
DATE
GEER STREET & GLENN SCHOOL ROAD 04/2707
DURHAM, NORTH CAROLINA PROJECT NO
0667B
•
f

\
\

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All

?J
NEUSE BUFFER IMPACTS CHANNEL JURIS
IMPACT COMMENT NB Zl NB Z2 IMPACT WETLANDS
NO.
CURRENTLY --- --- - - 8,396 SF
3 APPROVED (0.1927ac)
-- 8,396 SF
PROPOSED (0.1927ac)
NOTE: AREAS LISTED UNDER THE JURISDICTIONAL WETLANDS COLUMN INCLUDE WETLANDS WITHIN NUESE BUFFERS.
WETLANDS UNDER IMPACT AREA 3 DO NOT INCLUDE THE WETLANDS WITHIN THE NEUSE BUFFER UNDER IMPACT 5.
LEGEND:
NB Z1- NEUSE RIVER BUFFERS ZONE 1
NBZZ NEUSE RIVER BUFFERS ZONE 2 0 50 100 200 qN
-CHANNEL IMPACT
.................. ................................?CAL E? L':aRO....................
DRAWN BY:
HORVATH IMPACT AREA #3 SITE PLAN FJS
A S S O C I A T E S CHECKED BY:
16 CONSULTANT PLACE SUITE 201 SCALE
DURHAM, NORTH CAROLINA 27707 GLENN VIEW STATION 1"-100
P 919.490.4990 F 919.490.8953
DATE
TE
537 MARKET . SUITE
CHATTANO OO GGAA, , TEENNESSNNESS
EE E 37402 GEER STREET & GLENN SCHOOL ROAD 04/27/07
CHATTA
P 423.266.4990 F 423.266.5700 PROJECT NO
www.horvathassociaes.com DURHAM, NORTH CAROLINA 06676
r,
\
\ BUFFER AND CHANNEL

ZONI
IMPACT AREA #4
ANY REQUIRED
DEWATERING SHALL BE
\ CONCURRENT WITH PIPE
;. PLACEMENT
•
JURIS
NEUSE BUFFER IMPACTS CHANNEL WETLANDS
IMPACT COMMENT NB Z1 NB Z2 IMPACT NB Z1 NB Z2
NO.
CURRENTLY 1,794 SF 1,218 SF 32 LF(0.0343ac)
4
APPROVED
(0.041 ac)
(0.028ac)
32 LF OF
----
---
CONCURRENT DEWATERING
1,794 SF 1,218 SF 30 LF(0.0063ac)
PROPOSED (0.041 ac) (0.028ac) 30 LF OF --- ----
CONCURRENT DEWATERING
LEGEND:
NB Z1- NEUSE RIVER BUFFERS ZONE 1
NB Z2 NEUSE RIVER BUFFERS ZONE 2 0 50 100 200 qN
-CHANNEIMPACT
..................................................??PL?I'": X40....................
DRAWN BY:
HORVATH
CHECKED BY:
ASSOCIATES IMPACT AREA #4 SITE PLAN FJS
16 CONSULTANT PLACE SUITE 201 SCALE
DURHAM, NORTH CAROLINA 27707 1 "= 100'
P919.49 NORTH 2
GLENN VIEW STATION
DATE
537 NET STREET,NNESSEE 37402 GEER STREET & GLENN SCHOOL ROAD SUffE LM 04/27/07
CHATTANOOGA, TENNESSEE
CHATTANOOGA,
r P 423.266.4990 F 423.266.5700 PROJECT NO
www.horvothassociates.com DURHAM, NORTH CAROLINA 0667B
,,'.BUFFER AND CHANNEL
%'IMPACT AREA #5
,,ANY REQUIRED
-•DEWATERING SHALL B
`;CONCURRENT WITH PI
%''; ;.PLA??M?NT
fi -
L

IMPACT
NO.
5
NOTE: AREAS LISTED UNDER THE JL
LEGEND:
NB Z1- NEUSE RIVER BUFFERS ZONE 1
NB Z2 NEUSE RIVER BUFFERS ZONE2
-CHANNEL IMPACT
HORVATH
A S S O C I A T E S
16 CONSULTANT PLACE SUITE 201
DURHAM, NORTH CAROLINA 27707
P 919.490.4990 F 919.490.8953
537 MARKET STREET, SUITE LL20
CHATTANOOGA, TENNESSEE 3741
P 423.266.4990 F 423.266.5700
www.horvcithassociates.com
E
NEUSE BUFFER IMPACTS CHANNEL JURIS
IMPACT COMMENT NB NB IMPACT WETLANDS
NO. Zl Z2
CURRENTLY -- -- --- 1,756 SF
6 APPROVED (0.040ac)
-- -- - 1,756 SF
PROPOSED (0.040ac)
NOTE: AREAS LISTED UNDER THE JURISDICTIONAL WETLANDS COLUMN INCLUDE WETLANDS WITHIN NUESE BUFFERS.
LEGEND:
NB Z1- NEUSE RIVER BUFFERS ZONE 1
NB Z2 NEUSE RIVER BUFFERS ZONE 2 N
-CHANNEL IMPACT
DRAWN BY:
H O R VAT H _ CHECKED By
SCALE
DATE
PROJECT NO
www.horvarnassociates.com
FUT.
ROW ROW ROW
L_
L_W
HEADWALL
20% BURY PIPE (INV. 20%
OR 1 FOOT BELOW
NATURAL GROUND
I-
I
I
I
I
-40 -20 0 20 40
N
¦ ¦ ¦ ¦ ¦ • ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ • ¦ ¦ • ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ • ¦ ¦ • ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ • ¦ ¦ ¦ ¦ ¦ ¦ DRAWN BY:¦ ¦ ¦ ¦ ¦ ¦
HORVATH
CHECKED BY:
A S S O C I A T E S
SCALE
DATE ---°--- -_-
PROJECT NO
www.horvathassoclates.com
ROW ROW
FES

20% BURY PIPE (INV. 20%
.
OR 1 FOOT BELOW
NATURAL GROUND
VELOCITY DISSIPATER
TOP OF STONE TO BE
CONSTRUCTED FLUSH
WITH TOP OF NATURAL
GROUND
-40 -20 0 20 40
A ?
¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ •?¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ • ¦ ¦ ¦ • ¦ ¦ ¦ ¦ ¦ ¦ ¦ ¦ • ¦ ¦ ¦ ¦ ¦ ¦ ¦IDRAWN BY:¦ ¦ ¦ ¦ ¦ •
HORVATH
CHECKED BY:
A S S O C I A T E S
SCALE
DATE -
PROJECT NO
www. orvathassoclatea.com

•
PREVIOUSLY APPROVED IMPACT MAPS
0

IMPACT MAPS
GEER STREET PROPERTY
APPLICANT
CIMLAND, LLC
DURHAM, NORTH CAROLINA
GLENN SCHOOL RD 00
?O G
SITE
c
a
70
O
O
/ D
ICINITY M P
NO SCALE qAD
2330 OPERATIONS DRIVE
DURHAM, NC 27705
P : [phone]
E [phone]
SITE SUMMARY
*TOTAL TRACT AREA = 54.56 ACRES- 2,376,851
*EXISTING ZONING: NC, RD
*EXISTING USE: COMMERCIAL, S.F. RESIDENTIAL,
UNDEVELOPED COMMERCIAL/
RESIDENTIAL USES
*PROPOSED ZONING: SC (D)
*WATERSHED: F/J-B OVERLAY
*RIVER BASIN: NEUSE
*IMPERVIOUS AREA: 1,661,419 SF (69.9%)
*PROPOSED USE: COMMERCIAL
*TOTAL BUILDING SF: 295,000SF - 345,000 SF
*SITE IS OUTSIDE CITY LIMITS
*SITE IS INSIDE UGA
....... ...............
HORVATH
A S S O C I A T E S
16 CONSULTANT PLACE. SURE 201
DURHAM, NORTH CAROLINA 27707
P 919.490.4990 F919.490.8953
537 MARKET STREET. SURE LL20
CHATTANOOGA, TENNESSEE 37402
P 423.266.4990 F 423.266.5700
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P 919.490.4990 F919.490.8953
537 MARKET STREET. SURE LL20
CHATTANOOGA, TENNESSEE 37402
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DRAWN BY:
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DURHAM, NORTH CAROLINA 27707 G E E R STREET
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P 919.490.4990 F 919.490.8953 1 "-100
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537 MARKET STREET, SUITE S
CHATTANOOGA. TENNESSEE EE 37402 GEER STREET AND GLENN SCHOOL ROAD 06/21/06
CHATTANOOGA,
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•
SUPPORTING MAPS AND DOCUMENTATION
•
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•
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Parcel ID PIN Number Parcel ID PIN Number
1. 168655 0843-04-60-7183 7. 168649 0842-02-79-1330
2. 168654 0842-02-69-8951 8. 168648 0842-02-69-2332
3. 168653 0842-02-69-5728 9. 168646 0842-02-68-7887
4. 168652 0842-02-79-2586 10. 168647 0842-02-68-9897
5. 168651 0842-02-79-1499 11. 169720 0842-02-68-4731
6. 168650 0842-02-79-1470 12. 169721 0842-02-78-1734
GLENN SCHOOL RD
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R.L. HORVATH ASSOCIATES, INC.
DURHAM, NORTH CAROLINA 27707
Soils MOD #18
Junction Road Power Center
Durham, NC
GRAPHIC SCALE
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R.I.. HORVATH ASSOCIATES, INC. Durham, NC Date: 02/13/05
DURHAM, NORTH CAROLINA 27707 Scale: 7 =500
r1
CURRENT US ARMY CORPS AND NC DWQ PERMITS

0
U.S. ARMY CORP N D SENNGTNEERS ,y WELMINGTON DISTRICT
Oction County: Durham
ID(s): 2006-40557
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner: Cimland, L.L.C.
Attn: S. Craig Morrison
Mailing Address: 2330 Operations Drive
Durham, NC 27705
Telephone No.: 919-382-2888, ext. 109
Authorized Agent: Horvath Associates, PA
Attn: John E. Schrum, PE
Mailing Address: 16 Consultant Place
Durham, NC 27707
Telephone No.: 919-490-4990
road name/number, town, etc.): --57 acres between I-85, Glenn School Road and E. Geer Street;
Location of property
northwest of Durham, North Carolina
Site Coordinates: 36.0293°N 78.8427°W USGS Quad: Northeast Durham
Waterway: unnamed tributary to Ellerbe Creek River Basin: Neuse HUC: 03020201 material for site
of authorized impacts): Discharge of fill m
scription of projects area and activity (see page 2 for a summary
evelopwent road widening and construction, related to the Glenn View tatonio mmercial development, in accordance
'd
with the revised drawings submitted on 5/2/2007, and the attached special
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide or Regional General Permit Number(s): 39
attac is authorized by the above referenced permit provided it is accompli?lhvdu strict plansdmay subject the permittee to ta stopnd
Your work with
your
your submitted plans. Any violation of the attached conditions or deviation from
work order, a restoration order and/or appropriate legal action.
This verification is valid until the NVVT is modified, reissued, or rev to email oinformed of f the existing
changes to are scheduled to be modsule a public the NWPs. We will reissued, or revoked prior to March 18, 2007. It is incumbent upon you
notice when the NWPs are reissued. Furthermore, if you commence or ar 1under contract
from the da e of thellmodif cat before h ate t at e months relevant nationwide permit is modified or revoked, you will have twelve ( prior to the expiration date identified
NWP to complete the activity under the present terms and conditions of this nationwide permit. If, p
below, the nationwide permit authorization is reissued and/or modified, this verification willt em Engineerain un i the expiration date identified
below, provided it complies with all new and/or modified terms and conditions. The Distric, at any
40any 1 NW- ality Certification. You show Water Q
an indv riza Sectiounder
discretionary authority to modify, suspend, or revoke a specific activity
Activities subject to Sector 404 (as indicated above) may also contact the NC Division of Water Quality (telephone (919) 7e the 86) to tee determine
responsibility requirements any other required Federal, State to obtain
This Department of the Army verification does not local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact Eric Alsmeyer at telephone [phone], ext 23.
s Re ulatory Official Date: 5/15/2007 Verification Expiration Date: 3/18/2008
lecorp g
Copy Furnished: Horvath Associates, PA
Soil & Environmental Consultants, PA
T,? -I nf,7
O en Water (ac) of Authorized Impacts acts and Re uired Miti ation Important Stream (1fl
Wetland (ac) Unim ortant Steam (lf) permanent
wp /
ID # # Temporary Permanent Temporary Permanent Temporary 94
0.26 752
nS39
0 752 0 0
0 0 -t7::E46
mpact Totals 0 0 0 26 Total Loss of Waters of the U.S. (l f)
Total Loss of Waters of the U.S. (ac) --T-
Required Stream Mitigation (lf)
,ired Wetland Mitigation (ac) 0.26 In-Lieu/EEP Additional Remarks and/or Special Permit Conditions: ent compensate for impacts to 0.26 acre of riparian wooded wetlandtermined by the NC EEP, sufficciie t to the
In order to comp the amount. de
North Carolina Ecosystem Enhancement Program (NC EE-P) in
perform the restoration of 0.26 acre of riparian wetlands in the Neuse River Basin, Cataloging Unit 03020201. permittee
made
has
full Construction within jurisdictional areas on the property shall begin only after t the NC EEP has prov dud write n t to
the NC EEP and pro ?-ided a copy of the payment documentation to the Corps, and
liance wit confirmation to the Corps that it agrees to accept responsibility for the mitigation
Resources and the Un tco States Armyh the
MOU between the North Caron District, dated November 4e1998 and Natural
Corps of Engineers, Wilmington
No compensatory stream mitigation is required.
OTE: This verification replaces the verification dated 11/13/2006.
U
Page 2 of 2
WILMINGTON DISTRICT
POST-CONSTRUCTION COMPLIANCE FORM
County: Durham
lotion ID Number: 2006-40557
mland L.L.C.; -57 acres between I-85, Glenn School Road and E. Geer Street; northwest of Durham,
Pernuttee: Ci
North Carolina.
Date Permit Re-Issued: 5/15/2007
Project Manager: Eric plsmeyer
authorized by this permit and any mitigation required by the permit, sign this
Upon completion of the activity
certification and return it to the following address:
US Army Corps Of Engineers
Wilmington District
Raleigh Regulatory Field office
6508 Falls Of The Neuse Road
suite 120
Raleigh, North Carolina 27615
your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Please note that you with this permit you are subject to permit suspension,
Engineers representative. If you fail to comply P
4V odification, or revocation.
feted in completed in acc eda with the
nce t the work authorized by the above referenced permit has been
I hereby certify tha
with the terms and condition of the said permit, and required mitigation was accordan
permit conditions.
Signature of Permittee
Date
0
0FWAT?9?G
• ? r
O ii Y
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 21, 2006
DWQ Project # 06-1013
Wake County
Mr. S. Craig Morrison
Cimland, LLC
2330 Operations Drive
Durham, NC 27705
Subject Property: Glenn View Station
UT to Ellerbe Creek [030401, 27-5-(0.7),
ECEIVE
? D
JUL 2 7 2006
By: Soil S Ewharnental Constilants. PA
WSIV, NSW) 303d
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse
River Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions - REVISED
Dear Mr. Morrison:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 0.256 acres of wetland, 506 linear feet stream (10 linear feet
• permanent, perennial stream impacts, 464 linear feet permanent, intermittent stream impacts and
32 linear feet temporary, intermittent stream impacts) and 10,049 square feet of Zone 1 Neuse
River basin protected riparian buffer, and 6,408 square feet of Zone 2 Neuse River basin
protected riparian buffer, as described in your application dated June 22, 2006, and received by
the Division of Water Quality (DWQ) on June 27, 2006, with more information received by the
DWQ on July 7, 2006, for the purpose of constructing the commercial shopping area at the site.
You do not have our approval to perform the proposed impacts at Impact No. 7 (131 linear
feet permanent, intermittent impacts, and 7,862 square feet of Zone 1 Neuse River basin
protected riparian buffer, and 5,918 square feet of Zone 2 Neuse River basin protected
riparian buffer) and Impact No. 8 (131 linear feet permanent, intermittent impacts, and
7,449 square feet of Zone 1 Neuse River basin protected riparian buffer, and 4,737 square
feet of Zone 2 Neuse River basin protected riparian buffer). After reviewing your
application, we have decided that the impacts are covered by General Water Quality Certification
Number(s) 3402 (GC3402). The Certification(s) allows you to use Nationwide Permit(s) NW39,
respectively, when issued by the US Army Corps of Engineers (USACE). This letter shall also
act as your approved Authorization Certificate for impacts to the protected riparian buffers per
15A NCAC 2B .0233. In addition, you should obtain or otherwise comply with any other
required federal, state or local permits before you go ahead with your project including (but not
limited to) Erosion and Sediment Control, and Non-discharge regulations. Also, this approval
to proceed with your proposed impacts or to conduct impacts to waters as depicted in your
application shall expire upon expiration of the 404 or CAMA Permit.

401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetiands
Av Carolina
ura!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
?J
•
Cimland, LLC
Page 2 of 6
July 21, 2006
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
be required as described in 15A NCAC 2H.0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved (Units) Plan Location or Reference
404/Wetland 0.256 acres of wetland PCN page 4 of 10
Stream 506 linear feet stream (10 linear feet permanent,
perennial stream impacts, 464 linear feet
permanent, intermittent stream impacts and 32
linear feet temporary, intermittent stream impacts) PCN page 4 of 10
Buffer - Zone 1 10,049 (square ft. PCN page 8 & 9 of 10
Buffer - Zone 2 6,408 (square ft.) PCN page 8 & 9 of 10
2. Impacts Not Approved
The following impacts are hereby not approved as long as all of the other specific and
general conditions of this Certification (or Isolated Wetland Permit) are met. No other
impacts are approved including incidental impacts:
Amount Not Approved Units Plan Location or Reference
Stream 262 linear feet intermittent stream (131 linear PCN page 4 of 10
feet of impact at Impact No. 7 and 131 linear feet
of impact at Impact No. 8
Buffer - Impact 7 15,311 (square ft.) - (7,862 square feet Zone 1, PCN page 8 & 9 of 10
5,918 square feet Zone 2
Buffer - Impact 8 10,655 (square ft.) - (7,449 square feet Zone 1, PCN page 8 & 9 of 10
4,737 square feet Zone 2
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas
beyond the footprint of the impacts depicted in the Pre-Construction Notification. All
construction activities, including the design, installation, operation, and maintenance of
sediment and erosion control Best Management Practices, shall be performed so that no
violations of state water quality standards, statutes, or rules occur.
0
Cimland, LLC
• Page 3 of 6
July 21, 2006
4. Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North
Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. Sufficient materials required for stabilization and/or repair of erosion control measures
and stormwater routing and treatment shall be on site at all times.
5. Sediment and Erosion Control Measures
Sediment and erosion control measures shall not be placed in wetlands or waters to the
maximum extent practicable. If placement of sediment and erosion control devices in
wetlands and waters is unavoidable, they shall be removed and the natural grade restored
within six months of the date that the Division of Land Resources has released the project;
6. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 2B .0233 and GC 3404;
7. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream
profiles are not altered. Existing stream dimensions (including the cross section dimensions,
pattern, and longitudinal profile) must be maintained above and below locations of each
culvert. Culverts shall be designed and installed to allow for aquatic life movement as well as
to prevent head cutting of the streams. If any of the existing pipes are or become perched, the
appropriate stream grade shall be re-established or, if the pipes installed in a perched manner,
the pipes shall be removed and re-installed correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the
stream up or down stream of the culvert(s). Existing stream dimensions (including the cross
section dimensions, pattern and longitudinal profile) shall be maintained above and below
locations of each culvert.
E
Chland, LLC
Page 4 of 6
is July 21, 2006
Placement of culverts and other structures in waters, streams, and wetlands must be placed
below the elevation of the streambed by one foot for all culverts with a diameter greater than
48 inches, and 20 percent of the culvert diameter for culverts having a diameter less than 48
inches, to allow low flow passage of water and aquatic life. Design and placement of culverts
and other structures including temporary erosion control measures shall not be conducted in a
manner that may result in disequilibrium of wetlands or streambeds or banks, adjacent to or
upstream and down stream of the above structures. The applicant is required to provide
evidence that the equilibrium shall be maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization
techniques must be used where practicable instead of rip rap or other bank hardening methods.
If rip-rap is necessary, it shall not be placed in the stream bed, unless specifically approved by
the Division of Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed
"Certificate of Completion" form to notify NCDWQ when all work included in the §401
Certification has been completed. The responsible party shall complete the attached form and
return it to the 401/Wetlands Unit of the NC Division of Water Quality upon completion of the
project. Please send photographs upstream and downstream of each culvert site to document
correct installation along with the Certificate of Completion form.
8. Written Stormwater Management Plan (Final Plan Needed)
A final, written stormwater management plan (including a signed and notarized
Operation and Maintenance Agreement) shall be submitted to the 401 Oversight and
Express Permitting Unit (2321 Crabtree Blvd., Suite 250, Raleigh, NC, 27604) and the
stormwater management plans shall be approved in writing by this Office before the
impacts may occur per Condition No. 4 in GC No. 3402. You have the option of using
the Express Review Program for expedited approval of these plans. If you propose to use
the Express Review Program, remember to include the appropriate fee with the plan. Site-
specific stormwater management shall be designed to remove 85% TSS according to the
latest version of DWQ's Stormwater Best Management Practices manual at a minimum.
Additionally, in watersheds within one mile and draining to 303(d) listed waters, as well as
watersheds that are classified as nutrient sensitive waters (NSW), water supply waters (WS),
trout waters Jr), high quality waters (HQW), and outstanding resource waters (ORW), the
Division shall require that extended detention wetlands, bio-retention areas, and ponds
followed by forested filter strips (designed according to latest version of the NCDENR
Stormwater Best Management Practices Manual) be constructed as part of the stormwater
management plan when a site-specific stormwater management plan is required.
Also, the stormwater management plan (as approved by the Wetlands Unit) shall be
implemented before any permanent building or other structure is occupied at the
• subject site.
Cimland, LLC
Page 5 of 6
July 21, 2006
The structural stormwater practices as approved by the Wetlands Unit as well as
drainage patterns must be maintained in perpetuity. No changes to the structural
stormwater practices shall be made without written authorization from the Division of
Water Quality.
9. Diffuse Flow (No Review)
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse
flow at non-erosive velocities through the protected stream buffers such that it will not re-
concentrate before discharging into a stream as identified within 15A NCAC 213 .0233 (5). If
this is not possible, it may be necessary to provide stormwater facilities that are considered to
remove nitrogen. This may require additional approval from this Office.
10. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional
wetlands, waters and protective buffers in order to assure compliance for future wetland,
water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification Approval and
Authorization Certificate. A sample deed notification can be downloaded from the
• 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands. The text of the sample
deed notification may be modified as appropriate to suit to this project;
11. Construction Stormwater Permit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of
Land Resources (DLR) or a DLR delegated local erosion and sedimentation control program,
an NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically
issued to the project. This General Permit allows stormwater to be discharged during land
disturbing construction activities as stipulated by conditions in the permit. If your project is
covered by this permit [applicable to construction projects that disturb one (1) or more acres],
full compliance with permit conditions including the sedimentation control plan, self-
monitoring, record keeping and reporting requirements are required. A copy of this permit
and monitoring report forms may be found at
htt ://h2o.enr.state.nc.us/su/Forms Documents. htm.;
12. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or
applicable Buffer Rules, and any subsequent modifications, the applicant is required to return
the attached certificate of completion to the 401 Oversight/Express Review Permitting Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-
1650.
0
Cimland, LLC
Page 6 of 6
• July 21, 2006
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification, shall expire upon expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the
approved buffer impacts) shall be referred in writing to the Director for a decision. The
Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B
.0233. If you have any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-
1786.
Sin ely,
•
Alan W. Klimek, P.E.
AWKIijm
Enclosures: GC 3402
Certificate of Completion
cc: Nicole Thomson, S&EC, P.A., 11010 Raven Ridge Road, Raleigh, NC 29614
USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 061013 Glenn V iewStation(Durham)401 _NBR
0
Certification of Completion
•
DWQ Project No.:
Applicant:
Project Name:
Date of Issuance of Wetland Permit:
Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification and Buffer Rules, and any
subsequent modifications, the applicant is required to return this certificate to the 401 Oversight/Express Permitting Unit,
North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650. This form may be
returned to DWQ by the applicant, the applicant's authorized agent, or the project engineer. It is not necessary to send
certificates from all of these.
Applicant's Certification
I , hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction such that the construction was observed to be built within substantial
compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and specifications,
9nd other supporting materials.
Signature:
Agent's Certification
I,
used in the observation of the
compliance and intent of the 401
and other supporting materials.
Signature:
Date:
If this project was designed by a Certified Professional
I , as a duly registered Professional (i.e., Engineer,
Landscape Architect, Surveyor, etc.) in the State of North Carolina, having been authorized to observe (periodically,
weekly, full time) the construction of the project, for the Pennittee hereby state that, to the best of my abilities, due care
and diligence was used in the observation of the construction such that the construction was observed to be built within
substantial compliance and intent of the 401 Water Quality Certification and Buffer Rules, the approved plans and
specifications, and other supporting materials.
County:
Date:
, hereby state that, to the best of my abilities, due care and diligence was
construction such that the construction was observed to be built within substantial
Water Quality Certification and Buffer Rules, the approved plans and specifications,
Wignature: Registration No. Date
U.S. ARMY CORPS OF ENGINEERS COPY
WILMINGTON DISTRICT
Action ID(s): 2006-40557 County: Durham
GENERAL PERMIT (REGIONAL AND NATIONWIDE) VERIFICATION
Property Owner: Cimland, L.L.C.
Attn: S. Craig Morrison
Mailing Address: 2330 Operations Drive
Durham, NC 27705
Telephone No.: 919-382-2888, ext. 109
Authorized Agent: Soil & Environmental Consultants, PA
Attn: Sean Clark
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27615
Telephone No.: 919-846-5900
R E CEIVE.
I,,uV i H06
By: Suit 6 F.nrivnmentat Consultants, CA
Location of property (road name/number, town, etc.): -57 acres between I-85, Glenn School Road and E. Geer Street;
northwest of Durham, North Carolina
Site Coordinates: 36.0293°N 78.8427°W USGS Quad: Northeast Durham
Waterway: unnamed tributary to Ellerbe Creek River Basin: Neuse HUC: 03020201
Description of projects area and activity (see page 2 for a summary of authorized impacts): Discharge of fill material for site
. development, road widening and construction, related to the Glenn View Station commercial development, in accordance
with the drawings submitted on 6/22/2006, and the attached special condition.
Applicable Law: ® Section 404 (Clean Water Act, 33 USC 1344)
? Section 10 (Rivers and Harbors Act, 33 USC 403)
Authorization: Nationwide or Regional General Permit Number(s): 39
Your work is authorized by the above referenced permit provided it is accomplished in strict accordance with the attached conditions and
your submitted plans. Any violation of the attached conditions or deviation from your submitted plans may subject the permittee to a stop
work order, a restoration order and/or appropriate legal action.
This verification is valid until the NWP is modified, reissued, or revoked. All of the existing NWPs are scheduled to be modified,
reissued, or revoked prior to March 18, 2007. It is incumbent upon you to remain informed of changes to the NWPs. We will issue a public
notice when the NWPs are reissued. Furthermore, if you commence or are under contract to commence this activity before the date that the
relevant nationwide permit is modified or revoked, you will have twelve (12) months from the date of the modification or revocation of the
NWP to complete the activity under the present terms and conditions of this nationwide permit. If, prior to the expiration date identified
below, the nationwide permit authorization is reissued and/or modified, this verification will remain valid until the expiration date identified
below, provided it complies with all new and/or modified terms and conditions. The District Engineer may, at any time, exercise his
discretionary authority to modify, suspend, or revoke a case specific activity's authorization under any NWT.
Activities subject to Section 404 (as indicated above) may also require an individual Section 401 Water Quality Certification. You should
contact the NC Division of Water Quality (telephone [phone]) to determine Section 401 requirements.
This Department of the Army verification does not relieve the permittee of the responsibility to obtain any other required Federal, State or
local approvals/permits.
If there are any questions regarding this verification, any of the conditions of the Permit, or the Corps of Engineers regulatory program,
please contact Eric Alsmeyer at telephone [phone], ext 23.
Corps Regulatory Official Date: 11/13/2006 Verification Expiration Date: 3/18/2007
Copy Fumished: Soil & Environmental onsultants, PA
• S&ME, Inc. (John R. Davis, Jr., LSS)
Page 1 of 2
0
d I t and Re uired Miti ation
summa of Au thorize mac s
Wetland (ac)
Unim ortant Steam 1
Im ortant Stream (1
NWP / Open Water (ac) t
P
Action ID # GP # Temporary Permanent Temporary Permanent Temporary Permanent Temporary ermanen
2006-40557 39
0.26
758
10

Impact Totals 0 0 0 0 0 758 0 0
26 Total Loss of Waters of the U.S. 1 768
0
.
Total Loss of Waters of the U.S. ac
Required Wetland Mitigation ac 0.26 In-Lieu/EEP Required Stream Mitigation If)
Additional Remarks and/or Special Permit Conditions:
In order to compensate for impacts to 0.26 acre of riparian wooded wetlands, the permittee shall make payment to the
North Carolina Ecosystem Enhancement Program (NC EEP) in the amount determined by the NC EEP, sufficient to
perform the restoration of 0.26 acre of riparian wetlands in the Neuse River Basin, Cataloging Unit 03020201.
Construction within jurisdictional areas on the property shall begin only after the permittee has made full payment to
the NC EEP and provided a copy of the payment documentation to the Corps, and the NC EEP has provided written
confirmation to the Corps that it agrees to accept responsibility for the mitigation work required, in compliance with the
MOU between the North Carolina Department of Environment and Natural Resources and the United States Army
Corps of Engineers, Wilmington District, dated November 4, 1998.
No compensatory stream mitigation is required.
•
•
Page 2 of 2
WILMINGTON DISTRICT
M POST-CONSTRUCTION COMPLIANCE FORM
Action ID Number: 2006-40557
County: Durham
Permittee: Cimland, L.L.C.; -57 acres between I-85, Glenn School Road and E. Geer Street; northwest of Durham,
North Carolina.
Date Permit Issued: 11/1312006
Project Manager: Eric Alsmeyer
Upon completion of the activity authorized by this permit and any mitigation required by the permit, sign this
certification and return it to the following address:
US Army Corps Of Engineers
Wilmington District
Raleigh Regulatory Field Office
6508 Falls Of The Neuse Road
Suite 120
Raleigh, North Carolina 27615
Please note that your permitted activity is subject to a compliance inspection by a U. S. Army Corps of
Engineers representative. If you fail to comply with this permit you are subject to permit suspension,
modification, or revocation.
•I hereby certify that the work authorized by the above referenced permit has been completed in accordance
with the terms and condition of the said permit, and required mitigation was completed in accordance with the
permit conditions.
Signature of Permittee
Date
0
MAY-9-2007 10:56 FROM:DWO-WETLANDS 9197336893 TO:99908953 P:2/2
A Miclk9e) F. Ra41ey, 0011c, . Der
10 Q- ?VilliEimr. RnSS.lr., Secretary
F Nurth Carolina Department of Environment and Nalural Resources
- i Alan W. Klimek, P.F. Director
,C Division c:& Water Quality
May 9, 2007
Durham. County
EXPRESS REVIEW ACCEPTANCE LETTER
WRS .Kcal. Estate Investments
Attic. W. Art Kepes
2361 Centennial Avenue
,Aiken, SC 29803
Project Name: Glenn View Station
orl.M.ay 8, 2007, the 401 Ove-rsigbt/Express Permitting UWt of the Division of Water Quality received a request
from, Mr. John Schrum of Horvath Associates, PA, regarding a project known as "Gleam View.. Station" for
a.cccptancc into the Express Re-view Program_ This letter advises you that your project will be accepted into the
Express Review Program once the following items are received:
1) The application. Fee of $4,004.00 [for 401 Water. Quality Certification, with major impacts + Riparian Buffer
Authorization], made payable to the North Carolina Division of Water Quality];
2) Five (5) cornpletc and collated copies of the PCN Application;
3) arc (1) completed copy of the Addendum to the PCN Application;
4) Five (5) copies of all site plan information pertaining to this project (please refer to the Addendum
httn:l,?Iti2o.enr_state.nc.us/ncwetlan.dslappad.cl.5.pd:?;
5) ',l hrec (3) copies of the stormwater management plan and all, required information (refer to
h 111.:(?h2o.err.state.nc.u.s/tacww'ctla:idsldoci rnents/Exp ltev SWMA_pdfl. Please be. aware that tinder
Condition No. 4 of GC 3631 (NW 39), I]WQ can require stormwater management plans for developments
that have, or are anticipated to have, 30% or, greater of impervious surfaec area- Stormwater tmztagernent
shall be designed to remove 850% TSS according to the latest version of DWQ's Stormwater Best
Management Practices Manual at a minimum. Additionally, in watersheds that are classified as Nutrient
Sertsiti.w Waters (NSW), the Division shall require: that extended detention wetlands, bio-retention areas, or
detention.. ponds followed by forested filter strips be constructed as part of the stonnwater management plan.
7ihvak you for your attention to this matter. The clock for this project will not start until receipt of the completed
application package and required fee are reccivcd, If the impacts are greater than indicated on the Initial Interest
Form and/or the services are different, you may be required to remit an additional fec. if you have any questions
or wish to discuss these matters further please do not hesitate to call Cynthia Van Der Wiele at 919-715-3473 or
List Miott at 919-733-9502.
Sincerely,.//yy,
,,
. ". '
qll? 4?di Raroly, Manager
401/Express Rcvicw 0versite Unit
C,$1rlc??dw
cc: Fil.c copy
John Schrum, Y.E., Horvatb Assoc, 16 Consultant Place, Suite 201, Durham, NC 27707
• 401 dvP,l;alghtl E:tprESS Revlaw Permifing Unit
1650 M9113ervip? GAm1er, Raleigh, North Carolina 27699-1650
7YI CrabtreeBouleverd, 5uit9 7,50, Raleigh, Narh Ca?ollna 2760L
Phone: [phone] FAX [phone] f Internet, iitti:;: h2 ?_cnr.s?atc.rc.usm:wc? anJ .
NO`hCarvlina
?Ut!!lY#?jlf
An Equal CpoorlunltylAffirmatlve Action Employer- 50%Recycled110% Past Consumer Paper
•
a
NCDENR iAN _, 2 0 L
North Carolina Department of Environmeht,-and Natural Resourc s
3Y _-
Division of Water Quality
William G Ross it Secretary
Michael F. Easley, Governor 1 .1
Alan W. Klimek, P.E., Director
January 17, 2007
Durham [East] Retail Investment, LLC
Attn: Mr. Arthur J. Kepes
2361 South Centennial Avenue
Aiken, SC 29803
Subject Property: Glenn View Station
APPROVAL OF STORM WATER MANAGEMENT PLAN
Dear Mr. Kepes:
DWQ Project # EXP 06-1013
Durham County
The Division of Water Quality (DWQ) has reviewed the Storm Water Management Plan dated January
12, 2007 (received January 17, 2007) prepared by your engineer, Mr. John Schrum, P.E. of Horvath
Associates. The revised plan has been approved the DWQ and satisfies the stormwater conditions
required by the Water Quality Certification and Neuse River Buffer Authorization issued on August 15,
2006.
•
You are required to meet the following conditions:
1. DWQ understands that the five outparcels will be connected to this stormwater treatment system
when they are developed.
2. The storm water treatment system consisting of the extended detention wetland, as approved by
this Office, and the drainage patterns depicted on the plan sheets, must be maintained in
perpetuity. No changes to the structural storm water practices shall be made without written
authorization from the Division of Water Quality. The storm water easements shall allow for the
ability to maintain the structures, perform corrective actions, and shall provide protection of the
structures from potential alternations by future property owners.
3. The applicant and/or authorized agent shall contact the DWQ Express Review Program in writing
at the letterhead address within ten (10) days of the commencement of construction.
•
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] f FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetiands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
NorthCarohna
Nahmally
Glenn View Station Stormwater management mans
DWQ Project No. 06-1013
Page 2 of 2
January 17, 2007
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
• Act. If you have any questions, please contact Cyndi Karoly at 919.9721 or Cynthia Van Der Wiele,
Ph.D. at 919.715.3473.
Sincerely,
Cyndi Bell Karoly, Program Manager
401 Oversight, Express Review Program
CBK/cvdw
cc: USACE Raleigh Regulatory Field Office
Michael Horan, DWQ Raleigh Regional Office
John Holley, DLR Raleigh Regional Office
File Copy
Central Files
John Schrum, Horvath Assoc., 16 Consultant Pl., Suite 201, Durham, NC 27707
•
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Soil Environmental Consultants, A
11010 Raven Ridge Road ^ Raleigh, North Carolina 27614 e Phone: [phone] Fax: [phone]
www.SandEC.com
JUL I
July 28, 2005
S&EC Project # 9405.W2
RL Horvath Associates
Attn: Ron Horvath
PO Box 51806
Durham, NC 27717
Re: Detailed Wetlands Delineation and Neuse River Buffer Evaluation
Glenn School Road (±57 acres)
Durham, Durham County
r?
?.I
Dear Mr. Horvath:
On July 28, 2005, S&EC conducted a detailed wetland delineation and Neuse River Buffer
evaluation on the above mentioned project. The ±57 acre site is located north of Durham at the
intersection of Glenn School Road (SR 1675) and East Geer Street (SR 1670). Figure 1 shows
the location of the site on a USGS topographic quadrangle.
EXECUTIVE SUMMARY
We have determined that wetlands and other jurisdictional waters (i.e., streams and a pond) exist
on the site. The attached wetland sketch map depicts the approximate location of wetlands and.
jurisdictional waters identified on the site. Please refer to the sketch map and the results and
recommendations section below for more detailed information.
SCOPE OF WORK
The detailed wetland delineation consisted of pedestrian reconnaissance of the property to
examine the soils, vegetation, and hydrology for the presence of areas that meet the criteria for
jurisdictional wetlands by the procedures described in the Corps of Engineers Wetlands
Delineation Manual (January 1987 - Final Report). Areas on the site with positive indicators of
is hydric soils and evidence of wetland hydrology and hydrophytic vegetation were flagged with
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025. Greensboro, NC 27455
Vl-- !'70,11 'VM_Qdf15 nh,,- MCA ';A0_S271d
July 28, 2005
S&EC Project #: 9405.W2
• Page 2 of 5
sequentially numbered, pink S&EC logo flagging. Proof of wetland hydrology would be the
existence of hydric soils with oxidized root channels in the upper 12 inches of the "A" horizon,
water borne deposits, drift lines, scour marks, drainage patterns, regional indicators of soil
saturation, etc. Surface waters such as intermittent and perennial stream channels, ponds, and
lakes, which are also subject to regulation by the US Army Corps of Engineers (USACE) as
waters of the US, were also identified. These surface waters may also be referred to as
jurisdictional waters to indicate that they are within the jurisdiction of the USACE. It is
important to note that wetlands are also classified as waters of the US and regulated by the
USACE.
The Neuse River Basin: Nutrient Sensitive Waters Management Strategy: Protection and
Maintenance of Riparian Areas with Existing Forest Vegetation (15A NCAC 2B.0233) rules
apply to 50-foot wide riparian buffers directly adjacent to surface waters in the Neuse River
Basin (intermittent streams, perennial streams, lakes, ponds, and estuaries), excluding wetlands.
The rule defines surface waters as features approximately shown on either the most recent
version of the soil survey map prepared by the Natural Resource Conservation Service (MRCS)
of the US Department of Agriculture (USDA) or the 7.5-minute quadrangle topographic maps
prepared by the US Geologic Survey (USGS). Surface waters that appear on these maps are not
subject only if an on-site determination by the NC Division of Water Quality (NC-DWQ) shows
that they fall into one of the following categories:
1) Ditches and manmade conveyances other than modified natural streams;
2) Manmade ponds and lakes that are located outside natural drainage ways; or
3) Ephemeral (stormwater) streams.
S&EC's Neuse River buffer evaluation consisted of examining each feature on the site that is
shown on the most recent version of the pertinent topographic map or soil survey for
applicability to the Neuse River Basin riparian buffer rule using NC-DWQ stream evaluation
techniques. Figure 2 shows the location of the site on the relevant Durham County Soil Survey
map.
RESULTS & RECOMMENDATIONS
The results of the detailed delineation of jurisdictional wetlands and other waters of the US and
the evaluation of surface waters on the site subject or potentially subject to the Neuse River
Basin riparian buffer rule are discussed below.
Wetlands and Jurisdictional Waters:_
We have determined that wetlands and other jurisdictional waters (i.e., streams and a pond) exist
on the site. The wetland sketch map depicts the approximate location of wetlands and other
jurisdictional waters identified within the evaluated area. Jurisdictional surface waters include
feature A (throughout property), feature B (throughout property), feature C (throughout property),
a tributary to feature A, and potentially the pond between features B and D. Feature A will most
July 28, 2005
S&EC Project #: 9405.W2
• Page 3 of 5
likely be considered a perennial, important stream channel by the DWQ and USACE,
respectively. The remaining streams will most likely be considered intermittent and unimportant.
Please note that the pond identified in the northeast corner of the property is believed to be a
pond constructed in `high ground' (i.e. not jurisdictional), however, a marginal connection exists
between the pond and the wetlands below. A site meeting with the USACE should be conducted
in order to confirm that the pond is not jurisdictional. Wetlands on-site consist of headwater
forest wetlands and are demarcated on the attached sketch map by flags 01-15, 16-24, and 28-36.
Surface water features have been classified in NC-DWQ's "Classification and Water Quality
Standards Applicable to Surface Waters and Wetlands of North Carolina" as WS-IV; NSW (see
water supply waters rules below).
All S&EC flags comprising the wetland and jurisdictional waters delineation should be surveyed
and a Wetland Delineation Map generated for use in USACE approval and permitting. All
stream channels should be surveyed noting the width of the channel at each survey point. The
edge of the water of the pond should also be surveyed. The Wetland Delineation Map should
include all of the information listed on the attached `Standard Plat Requirements'. S&EC
delineation flag numbers should be shown on the wetland survey. Please have the property
owner complete the attached agent authorization form if you would like S&EC to act on their
behalf for requesting approval of the wetland delineation. This form will also be used in
preparing a permit application for impacts to wetlands or surface waters when we are provided
with a plan showing the proposed impacts. S&EC cannot conduct correspondence with the
USACE unless we have agent authorization (see attached Agent Authorization). This
authorization form must be filled out in its entirety by the current landowner and sent to
S&EC (a faxed copy is acceptable).
Neuse River Buffers:
The surface waters (i.e., intermittent streams, perennial streams, lakes, ponds or estuaries)
potentially subject to the 50-foot Neuse River Buffers include features A through D. No other
surface waters are indicated on either the USGS topographic or Durham County Soil Survey
maps. S&EC believes that features A (throughout property), B (throughout property), and C
(throughout property) will be subject to the riparian buffer rules. Although a pond is depicted on
the soil survey and the USGS_Quadrangle, no stream channels are depicted entering or exiting the
pond, therefore, we do not believe it will be subject to the buffer rules. Due to the lack of well
defined bed and bank, we doelieve that feature D will be subject to the buffer rules. The NC-
DWQ must confirm our determination regarding the subjectivity of the aforementioned channels
in order for our determination to be valid. A site meeting with the NC-DWQ will be required.
Please note that because this site is located within a water supply watershed, the City of
Durham may require additional buffers if the stream channels have a drainage area
greater than 25 acres.
•
•
July 28, 2005
S&EC Project #: 9405.W2
Page 4 of 5
REGULATIONS
•
Regulations that apply to jurisdictional wetlands and waters present on the site are discussed
below.
Neuse River Basin Riparian Buffer Rules
The Neuse River Basin riparian buffer rules, which came into effect on 7/22/97, protect up to 50 feet from the edge
of existing "surface waters" (intermittent streams, perennial streams, lakes, ponds and estuaries) located within the
Neuse River Basin. The 50-foot buffer basically consists of two zones. Zone 1 is measured 30 feet landward from
the top bank of streams and intended to contain an undisturbed-forested area. Zone 2 is measured 20 feet from the
edge of the first zone and is intended to contain a vegetated buffer. A couple of notable points of the rules include
the following: the allowance of grading with re-vegetating within Zone 2 (the outer 20 feet) and the requirement of
mitigation for road crossings greater than 150 feet in width and utility lines running parallel and within the buffers.
Water Supply Waters Rules
This site is located within a water supply watershed, however, no perennial streams are depicted on the USGS
Quadrangle within the project boundaries. Perennial streams within a classified water supply watershed require a
100-foot buffer for new development activities with greater than 24 percent "built upon" area (i.e., percent covered
by impervious or partially impervious cover) and a 30-foot buffer for activities with less than 24 percent built upon
area by the NC-DWQ. (These buffers are in addition to the 50-foot Neuse River Buffers. The stricter of the two
buffers applies to these stream channels.) Other regulations may also apply.
Wetland Permitting
Wetland impact permits are issued on a per-project basis as determined by the USACE. The USACE has determined
that impacts on parcels sub-divided from larger tracts are sometimes considered to be cumulative to existing impacts
for the large tract. If this is the case, then thresholds as discussed below may not apply and impacts to wetlands must
be considered in light of existing permits.
Preconstruction notification to the USACE and the NC-DWQ is not required for wetland impacts that meet the
general conditions of Nationwide Permit 39 and that impact less than 1/10 acre per project. Preconstruction
notification and approval by the USACE is required for wetland impacts that exceed 1/10 of an acre and /or an
stream channel impacts. Preconstruction notification and approval by the NC-DWQ is required for wetland
impacts that exceed 1/10 of an acre if the property is west of I-95 or 1/3 of an acre if the project is east of I-95.
Preconstruction notification and approval by the NC-DWQ is required for any stream channel impacts
within buffered basins (i.e. the Neuse, Tar-Pamlico, Randleman, and portions of the Catawba Basins) or for
cumulative stream impacts that exceed 150 linear feet in non-buffered basins. If development impacts exceed
the thresholds for notification and proposed impervious area for the project exceeds 30%, then stormwater treatment.
to meet the pollutant removal design standard of 85% removal of total suspended solids (i.e., wet detention basins,
stormwater wetlands, bioretention areas, etc.) will likely be required by the NC-DWQ. The maximum permanent
impact allowed per project under the nationwide permits is 1/2 acre of wetland and/or-300 linear feet of USACE
important stream channel. Nationwide Permit 39 limits above-grade fills within 100-year floodplains specifically
prohibiting above-grade fill within the floodway. Additionally, Nationwide Permit 39 limits stream channelization
and relocation to streams with an average annual flow of less than lcfs.
. Per project impacts to vegetated wetlands in excess of 1 acre or impacts to streams that contain "significant aquatic
. function" in excess of 150 linear feet will most likely require mitigation by the NC-DWQ. The USACE may require
mitigation for any wetland/jurisdictional waters impacts. Actual mitigation requirements are typically determined on
July 28, 2005
S&EC Project #: 9405.W2
• Page 5 of 5
a case-by-case basis. Wetland mitigation is a complex process that requires planning and monitoring. S&EC will
discuss mitigation issues with you if we believe your project may require mitigation.
Impacts to channels containing "significant aquatic function" in excess of the notification thresholds may require
mitigation. Channel mitigation is typically intended to replace lost significant aquatic functions and values.
Relocating channels is considered to be an adverse impact and typically results in mitigation within the new channel.
Therefore, this type of mitigation usually requires that meanders be created within constructed channels. Side-slopes
and beds be vegetated; riprap is discouraged.
A complete NC-DWQ 401 Water Quality Certification application for a Nationwide Permit has a maximum 60-day
processing period. A complete USACE Nationwide Permit application has a 45-day processing period, while
Individual Permit applications submitted to the USACE have no maximum processing periods. The USACE
requires that all impacts to wetlands or Waters of the US, less than 1/10 acre, be reported to the USACE
within 30 days of the completion of construction.
Nationwide Permits can potentially be utilized if the project is designed to impact up to 1/2 acre of jurisdictional
wetlands or waters of the US including a maximum of 300 linear feet of important stream channel impact under
NWP 39. Cumulative impacts per project over these nationwide thresholds will require an individual pennit.
Individual Permits require an analysis to determine that the proposed impact is the least environmentally damaging
practical alternative, typically require compensatory mitigation, notification to adjacent property owners, a public
notice, and may require a public hearing. All impacts greater than 1/10 acre require written justification.
ADDITIONAL SERVICES
If you choose to have us perform additional work, the following is a listing of additional services:
(1) Request that the USACE verify our delineation, (2) Request that the DWQ verify subjectivity
of features to the Neuse Buffer Rules and (3) Notification to the USACE and NC-DWQ
regarding impacts to jurisdictional areas and riparian buffers and permitting issues, if required.
This additional work can be completed at our hourly rates or a proposal can be generated. Please
advise.
Please call me if you need further explanation of the information provided.
Sincerely,

Aaron Cooper
Botanist / Project Manager
Attachments:
Figure 1- USGS Quad Map
Figure 2 - Durham County Soil Survey
Wetland Sketch Map
Agent Authorization
Standard Plat Requirements
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1roj405ect.W1 No. Figure 1 - USGS Map
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Project Mgr.: Durham County, NC
TP
Scale:
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11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
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roject No. Figure 2 - Soil Survey Map
405.W1 Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
Glenn School Road
Project Mgr.: Durham County, NC [phone] • [phone]
TP Web Page: www.SandEC.com
Scale:
1" = 1,320'
Updated July 22, 2004
• USACE Wilmington District
Standard Plat Certification Requirements
The following are required for plats or plans submitted to the Corps of Engineers for confirmation of Section 404
jurisdiction (any plats submitted for approval that do not meet the following will be returned unsigned):
1. In addition to the applicant's copies, one legible paper copy on 11 x 17 inch or smaller paper must be
submitted. Multiple sheets that include matchlines are acceptable, if necessary for legibility.
2. A digital copy (Autocad or Microstation) may also be submitted along with the 11 x 17 paper copy.
3. Distances and bearings or coordinates of all points must be printed legibly along side the lines or
arranged in a table on the map.
4. Area of wetlands depicted (square feet or acreage), or linear measurements allowing the area to be
calculated must be shown.
5. Locations of data points must be shown.
6. All copies of plats for approval must be sealed and signed by the surveyor.
7. If isolated waters not subject to Corps jurisdiction are present, we recommend that they be shown on the
survey, but they must be identified as isolated. Determination of isolation must first be Corps approved.
8. All pipes, culverts, or other conveyances that transport jurisdictional waters (streams) must be surveyed
and identified on the plat.
9. One of the following certification paragraphs and signature blocks must be printed on all pages of all
copies of the survey. Use the paragraph that best fits the circumstances.
For Sites Where The Entire Actual Jurisdictional Boundary Is Depicted:
"This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction of Section
404 of the Clean Water Act as determined by the undersigned on this date. Unless there is a change in
the law or our published regulations, this determination of Section 404 jurisdiction may be relied upon
is for a period not to exceed five years from this date. This determination was made utilizing the 1987
Corps of Engineers Wetlands Delineation Manual."
Regulatory Official
Title
Date
USACE Action ID
For Sites TT'here A Portion Of The Actual Jurisdictional Boundary Is Depicted:
"This certifies that this copy of this plat accurately depicts the boundary of the jurisdiction of Section
404 of the Clean Water Act in the areas impacted by the present proposed activity, as determined by the
undersigned on this date. Other areas of jurisdiction may be present on the site but have not been
delineated. Unless there is change in the law or our published regulations, this determination of Section
404 jurisdiction may be relied upon for a period not to exceed five years from this date. This
determination was made utilizing the 1987 Corps of Engineers Wetland Delineation Manual."
Regulatory Official
Title
Date
USACE Action ID
For Sites Where There May Be Upland Within The Depicted Jurisdictional Boundary:
"This certifies that this copy of this plat identifies as wetlands all areas of wetlands regulated pursuant
to Section 404 of the Clean Water Act as determined by the undersigned on this date. Unless there is
change in the law or our published regulations, this determination of Section 404 jurisdiction may be
relied upon for a period not to exceed five years from this date. This determination was made utilizing
• the 1987 Corps of Engineers Wetland Delineation Manual."
Regulatory Official
Title
Date
USACE Action ID _
j Soil & Environmental Consultants, PA
11010 F.aven F.idge Road Raleigh, North Carolina27614
Phone: [phone] Fax: [phone]
Pre liminary Buffer Approximation
suitable for Preliminary Planning only
?v
S&EC Yes en _s the right to modify this map based on more fieldwork,
sun-eyed delineatbns and any other additional inY>rmation.
Approximations were mapped using topographic maps and ground truthing.
If these areas are to be used, they must be approved and
permitted by the WC Division of Water Quality. /
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1.2/22/2005 10:52 FAX
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Soil Environmental Consultants, PA
11010 Raven R:idga Road - Raleigh, Nom Carolina 27614 • Phone: [phone]()0 - Fax: [phone]
www_SaridEC.coni
FACSIMILE SHEET
FAX NO. [phone]
DATE:
TO, NAME: ? -
COMPANY:
Project Number: ggO5, L& j
CC:
FAX NUMBER: ! 30- MJ
FROM, lzm _ SUBJECT: ?'aa - r ??,?-ryU n r '}
The following items are being faxed- Number of pages including transmittal sheet:
T For Your Comments/Approval For Your Information
Per Our Conversation Per Your Request
Please Advise Please Call
Would Like To Discmis Please Handle
HAS D COPY SENT:
U'S Regular Mail
Overnight
REMARKS:
Hand Delivery
? No Hard Copy Sent
IF YOU IIAVE ANY PROBLEMS WITH THIS TRANSMISSION, PLEASE
CONTACT I'-AT [phone]_
*CONFIDENTIALITY NOTICE*
This transrnissiou is intended only for the use of the individual or entity to which it is addressed and may contain
information that is privileged and confidential. If the reader of this message ins not the intended recipient, you are hereby
notified that any disclosure. distributi on or cap*g of this information is strictly prolu'biteri If you have, received this
transmission in error, please notify w IIIImcd<9tcly by telephone and return the faxed documents to us at the above address
via the United States Postal Service.
6irrrnSb0f0 O{fice:
Cha[lotte Office.
3 9 17-E Lawndalc
236 I.Rhillip Court, Suite C Drive
5
Concord, NC 28025 Grocns ccnshoro, NC 27455
Phone:: (336) 540-$234
Phone: [phone]
._,. --- n.r,/
12/22/2005 10:52 FAX
\NA

•
•
[002
Michael F Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natures Resources
Alan W. Klimek, P,E. Director
Colleen H. Sull'ns, Deputy Diredor
Division of `hater Quality
December 19, 2005
Mr, Aaron Cooper
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
BASIN:
Neuse River x
(15A NCAC 2B.0233)
Complaint NOV
incident 9
Project haute; Glenn School. Road South - Durham
NHRR0 05-2228
County: Durham
Buffer Determination X
Avi)eal Call
Location/Directions: Site is located in northeast Durham, on the west side of the intersection of Glenn School Road
and Junction Road,
Subject Stretrtn: UT to Elie-be Creek
Date of Determination: 8/11/05
Feature Start buffer
GPS Points (it provided) End Buffer Stream
Form Appeal
Call Located
oil Soil
Survey Located on
USGS
To ogra lilt
A Subject Throughout x X
B Subject Throughout x
C Subject Throughout
D Not Subject X
NOTE: This revision of Buffer IN-termination Letter NBRRO #05-222, dated August 16, 2005 has been
issued to reflect the inclusion of ar other parcel of land on the northern side of the original site referenced in
the letter (see maps). No additional stream features are included in the site, and the on-site determination of
strelin buffers remains unchangeRl from the previnus letter.
This on-site determination shall eivl4re five (S) years from the dale of this letter. Lcrnrlftwncr.? or rtffecied parties
that displife a determination made Icy fite DTVQ or Delegated Local Atrthoritjl tit tit a surface water crises imd tlurt
it Is sub ject to the bctffer rule may request a determination by the Director. A request far a determination by the
Director shall be referred to the Director irr writing tfo Cyjrdi Karoly , DWQ Nlettfulids/4111 Unit, 2321 Crabtree
Blvd., Rrr e1j4i, NC 27604-2260. firlividtfals tlrrrt dispute a determination by the DWQ or Delegated Local
_gg?
Raleigh Regional office 1628 Mall Sarvica Center F1C111_i+A
Water Quality Section Raleigh, NC: 27599-7626
K ECE(YE
DEC 21 2005
By: Soil 6 Emiruiri rrfal Commllonts, PA--.,'
Tar-Pamlico
(15A NCAC 213 ,0259)
phone [phone] Customer Service
facsimile [phone] 1-877-Q23-6748
12/22/`005 10:52 FAX
1211 9/2005
Page 2 of 2
[a 003
,authority that °exeirepts" it sirrfttce ivaler-turn the buffer rule Ina), arlc for aiz ad jearlicalory IHNIHI' . You trust
rut within 60 digs of the ride I.&It,poit receive this letter. Applicants are herehv ratified that the 0-duV stalittory
appeal dine does not start until the affeetedparty (ine/ailing downstream aril adjacent lntulowizers) U noted vj'
this deeislon. DWQ recommends l"irir the applicant conduct this notiflcatioiz in order to be certain Neat third
party appeals are ntade in a timely manner. To ask for a hearing, send u writtetz petidori, which eotzfurnis to
Chapter 15013 oj'the North Caroliaia General Stedittes to Me Offr.ee of Adrrzinlstrative Hearings, 6714 Mail
Service Center, Raleigh, N- 17699-6714. This determination is final and bindhig unless you ask for a hearing
wilhin 60 days,
(otwzer/fieture ow?zers) yltazllrl nulify the Divisi.olz of'Water Quality (including any other I ucal, State, mini
The
Federal Agancfct) of this decision wicerning any future correspotideizces regurding the subject property (stated
above). This project may regulre a Secriatt 404/401 PerinU for rite proposed activity. Aj y ingldrles should be
directed to the Division of"Water CAtality (Central Office) at (919)-733-1786, itnd the US Arnty Corp of'h'ngineer.
(Raleigh Rcgulatory Field Office) rzt. (919)-S 16-8441.
Eric W. Kulx
Cnvironmental Spec III
CC: He Copy
Central Piles
DWQ 40I/Wetlands Orrick
0 Joe Pearce - Durham COLIM
r_
Raleigh Reglonal Office 1628 Mail 8ertioe Center till-IJf i:'" phone [phone] Customer Service
Water Quality Section Raleigh. N(- 27589-11528 facsimlla (9i g) 571-4718 1-877-623-6748
12/22/2005 10:52 FAX

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405.Wl p
Glenn School Read
Project Mgr.:
TP Durham County, 140
Scale:
r1•• = 2,000'
02/24/05 Northeast Durham Quadrangle

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11010 Raven Ridge Rd.- Raleigh, NC 27614
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12/22/2005 10:53 FAQ [a] 005
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Pros cNo- f=igure 2 • Soil Survey Map
Glenn School Road ? Soil & Phvxronmental Consultants, PA.
Project Mgr.: 11010 Raven Ridge Rd,- Raleigh, NC 27614
TP Durham County, WC [phone] • [phone]
Web Page: WWw32ndHC,com
Scale:
1" =1,320'
02125105 Durham County Soil Survey
12/22/2005 10:54 FAX
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Glenn School Road
Wetland Sketch Map` ZOO, Durham Co., NC
Project Mansper, Protect Number. Prepared by:
Todd Rreunlegor 9gp5.W1 auma?Dasher

31/2005 11:11 Fail
Soil & Environmental Consultants, PA
110'IQ Raven Ridge. Road - Raleigh. North C;trolina ?'GI-! - Mono; (WJ)140-5WA; - Patin (9lU) 54h-1!467
u1ti,r,S:atd Lit'.c:um
FACSIMILE SHEET
FAX ND. (,979) 846-9467
DATE:( _
Project Nurr)lier; W'65, w(
4 HORVATFF 2001/004
T0: NAME;; car? ? ? CC;
COMPANY- ri/
FAX NUMBER: -
•

FROM,..''? - --r SUBJECT; Qcnn Sr ] B
The following items are being fared. Number of pages including transmittal sheet:
I~ or Your Comment; /Approval
_ Per Our Conversation
T Please Advise
Would Like To Discuss
HARD COPY SENT:
US Regular Mail
Overnight
REMARKS:-_ QCY7
For Your Information
Per Your RgLlt'st
Please Call
Please Handler
Hand Delivery
y No Hard Copy Sent

IF YOU HAVE ANY PROBLEMS WITH THIS TRANSMISSION, PLEASE
CONTACT
AT [phone].
wCONFIDEN T IALITY NOTICE*
INs transmission is intended only lbr the u.(L of dte individual or entity to which it is addressed and may contain infonnation that is
privileged and confidential. IC the reader of4ftis message is not the intended recipient, you are hereby no+:ified that any disclostu-e,
distribution or copying of this information is strictly prohibited. Ifyou have received this transmission in error, please notif} us
immediately by telephone and return the fax,d documents to us at the abo,•r address via the united States Postal Service,
'
216 L.rphiilif} l,rur+• tiuirc C trrvc
tR1'•f' L,ttin?l:Jc {
Cnurc td, NC' -''yU;? (reenshor,,. NC 274.55
111-1)405
f1ho--: (70411 1:11'm2: 1;.iO5-f!-,ti?i1
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Pat: (?(ti:, / Fu.
08i?i/2005
?J
'.1.:11 FAX
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7
D "r
-? HORVATH Z002/004
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E, Director
Colleen H. Sullins, Deputy director
plvision of Water Quality
August 26, 2005
EC ? V
Mr. Aaron Cooper
Soil & Environmental Consultants PA
11010 haven Ridge Road
Raleigh, NC 27614
AUG 3 a 2005
By, Sol & Eovironmenlal Consullaats, P BRRO 05,222
Zluntv: Durham
BASIN:
Neuse River X Tar-Pamlico
(15A NCAC 213 .0233) (15A NCAC 2B _0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Glenn School Road South - Durham
Location/Directions: Site is located in northeast Durham, on the west side of the intersection of Glenn School Road
and Junction Road.
Subject Stream: UT ro Ell erbe Creek
Date of Determination: 8/11105
Feature Start Buffer End Buffer Stroarn Appeal Located Located oil
GPS Points (if provided) Form Call on Soil USGS
survey Ta a a hic
A, Subject Throughout X
B Subject Throughout X
C Subject Throughout x
iD Not Subject x
This on-site determination shrill expire five (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the L'irecter in writing c/o Cyndl Karol y, DWQ Wetlands140I Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-22'60. `ndlviduals that dispute a determination by the DWQ or Delegated Loval
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affeetedparty (including downstream and adjacent landowners) is notified of
1?,?
Raleigh Regional Office 1628 Mail Service Center Ac ENR
Water Quality Section Raleigh, 4C 27699.1628
phone [phone] Customer Service
facsimile [phone] 1-677-623-5746
08,' .t'2ili15 11:12 FA; 3 HORVATH 2003/004
8126/2005
Page 2 of 2
l' t d t this notification in order to be certain that third
•
•
this decision. DWQ recommends Mai the app ecan con uc
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Cliapter 150E of the North Carolina General Statutes to the Offlee of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C 27699-671'4. This determination is final and binding unless you ask for a hearing
within 60 days.
The (ownerlfuture owners) should notify the Division of Water Quality (including any outer Local, State, and
Federal Agencies) of t14s decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for. the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the VSArmy Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.. -
J
CC: File Copy
Central Files
DWQ 401/Wetiands Office
Joe Pearce -Durham Count
Raleigh Regional Office 1628 Mail Siwvice Center N VEER
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
06/11/2005
•
C

•
-? HORVATH 0004/004
11:12 FAX
Glenn School Road
Durham Co., NC
•
COPY OF SIGNED CONTRACT BETWEEN PROPERTY
OWNER AND GENERAL CONTRACTOR
9

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?_ ,..
_ Document 0101T"-1991
Standard Form of Agreement Between Owner and Contractor
where the basis of payment is a STIPULATED SUM
AGREEMENT made as of the 06 day of March in the year of 2007
(In words, indicate da)& month and year) ADDITIONS AND DELETIONS:
The author of this document has
BETWEEN the Owner:.. added information needed for its
(Name, address and other information) completion. The author may also
have revised the text of the original
Durham (East) Retail Investment,LLC, Limited Liability Company AIA standard form. An Additions and
2361 South Centennial Ave. Deletions Report that notes added
Aiken, SC 29803 information as well as revisions to
Telephone Number: 803-649-1411 the standard form text Is available
Fax Number: 803-502-2219 from the author and should be
reviewed. A vertical line in the left
and the Contractor. margin of this document indicates
(Name, address and other ijormatfon) where the author has added
necessary information and where
Mainline Contracting; Inc. the author has added to or deleted
2315 Sparger Road from the original AIA text.
Durham, NC, 27705 This document has important legal
Telephone Number- [phone] consequences. Consultation with an
Fax. Ntimb n [phone] attorney is encouraged with respect
The Project is- to its completion or modification.
(Name and location) AIA Document A201-1997, General
Conditions of the Contract for
Wal-Mart Supercenter Construction, is adopted in this
E. Geer Street & Glenn School Road. document by reference. Do not use
Durham, North Carolina with other general conditions unless
The Engineer is: this document is modified.
(Name, address and other information) This document has been approved
Horvath Associates and endorsed by The Associated
16 Consultant Place, Suite 201. General Contractors of America.
Durham, NC. 27707
T'elphone Number: [phone]
Fax Number, [phone]
The Owner and Contractor agree, as follows.
?? >7 B
5
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v
AIA Document A101 TM -1997. Copyright ®1915,1918,1925, ®937,1951, 1958, 1981, 1963, 1967,1974, 1977, 1987, 1991 and 1997 by The American
Init. Institute of Architects. All rights reserved. WARNING: This AIA Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized
reproduction or distribution of this AIAe Document, or any portion of lt, may result in severe civil and criminal penalties, and will be prosecuted to the
t maximum extent possible under the law. This document was produced by AIA software at 13:13:08 on 03/0812007 under Order No.1000284976J which
expires on 2/8/2008, and is not for resale.
User Notes: (3106882169)
•
ARTICLE 1 THE CONTRACT DOCUMENTS
The Contract Documents consist of this Agreement, Conditions of the Contract (General, Supplementary and other
Conditions), Drawings, Specifications, Addenda issued prior to execution of this Agreement, other documents listed
in this Agreement and Modifications issued after execution of this Agreement; these form the Contract, and are as
fully a part of the Contract as if attached to this Agreement or repeated herein. The Contract represents the entire
and integrated agreement between the parties hereto and supersedes prior negotiations, representations or
agreements, either written or oral. An enumeration of the Contract Documents, other than Modifications, appears in
Article 8.
ARTICLE 2 THE WORK OF THIS CONTRACT
The Contractor shall fully execute the Work described in the Contract Documents, except to the extent specifically
indicated in the Contract Documents to be the responsibility of others.
ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION
§ 3.1 The date of commencement of the Work shall be the date of this Agreement unless a different date is stated
below or provision is made for the date to be fixed in a notice to proceed issued by the Owner.
(Commence 04102107)
If, prior to the commencement of the Work, the Owner requires time to file mortgages, mechanic's liens and other
security interests, the Owner's time requirement shall be as follows:
§ 3.2 The Contract Time shall be measured from the date of commencement.
• § 3.3 The Contractor shall achieve Substantial Completion of the entire Work not later than days from the date of
commencement, or as follows:
(Insert number of calendar days. Alternatively, a calendar date may be used when coordinated with the date of
commencement. Unless.stated elsewhere in the Contract Documents, insert any requirements for earlier Substantial
Completion of certain portions of the Work.)
f Milestone completion dates are noted below;
Portion of Work Substantial Completion Date
Commencement of Sitework Start 04102/07
Wal-Mart pad (include iaydown and drive) 10101/07
Shops pad (include laydown and drive) 11/15/08
Wal-Mart grading and stone for concrete
turnaround pad behind the store 02/15108
VA
.
halt
l
All W
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; 05/01/08
ftU
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447
` 05/01/08
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pa
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uti
Out-parce
s (at gra
t
Highway improvement work
Utilites Complete,ASbuilt and sent to . / Commence103/01/08 Complete 05/01/08
W 04/01/08
Wal-Mart sitework complete 05/15/08
Shops sitework complete 06101/08
Total Sitework Completion 06115108
, subject to adjustments of this Contract Time as provided in the Contract Documents.
(Paragraphs deleted)
ARTICLE 4 CONTRACT SUM
§ 4.1 The Owner shall pay the Contractor the Contract Sum in current funds for the Contractor's performance of the
Contract. The Contract Sum shall be - Hundred Eighty-Three Thousand, Four Hundred Fifteen
• AIA Document A101 rM -1997. Copyright ®1915, 1918, 1925,1937, 1951, 1956, 1961, 1963, 1967, 1974, 1977,1967,1991 and 1997 by The American
Inlt Institute of Arohilects. All rights reserved. WARNING: This A10 Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized
reproduction or distribution of this AIA® Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the
/ maximum extent possible under the law. This document was produced by AIA software at 13:13:06 on 03108/2007 under Order No.1000284976 1 which
expires on 218/2008, and Is not for resale.
User Notes: (3106882169)
•
and 00/100 dollarssubject to additions and deductions as provided in the Contract
Documents.
§ 4.2 The Contract Sum is based upon the following alternates, if any, which are described in the Contract
Documents and are hereby accepted by the Owner:
(Paragraphs deleted)
Asphalt paving prices are tied to the NCDOT liquid index and will be adjusted through out the duration of the
project. SjpB c .1:4 :.?c Ek t3 s? %.? A 14 e.4m it/a f o'S r dKe t'wfi av f?' ,?, -----
4,3 Unit rites, if an, are as follows:
Descfiption Units Ptice ($ 0.00)
Per Project Ma"itual Bid Document
Other changes shall be priced at cost plus
10%.
ARTICLE 5' PAYMENTS
§ 5.1 PROGRESS PAYMENTS
§ 5.1.1 Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for
Payment issued by the Architect, the Owner shall make progress payments on account of the Contract Sum to the
Contractor as provided below and elsewhere in the Contract Documents.
§ 5.1.2 The.period covered by each Application for Payment shall be one calendar month ending on the last day of
the month; or as follows;'
§ 1.3 Provided that anApplication for Payment is received by the Owner not later than the 25 h day of a month,
the Owtier shall make payment to the Contractor not later than 45 days after the 25s` of the month. If an Application
for Payment is received by the Owner after the application date fixed above, payment shall be made by the Owner
not later than sixty ( 60 ) days after the Owner receives the Application for Payment.
§ 5.1.4 Each Application for Payment shall be based on the most recent schedule of values submitted by the
Contractor in accordance with the Contract Documents. The schedule of values shall allocate the entire Contract
Sum among the various portions of the Work. The schedule of values shall be prepared in such form and supported
by.such data to substantiate its accuracy as the Architect may require. This schedule, unless objected to by the
Owner, shall be used as a basis for reviewing the Contractor's Applications for Payment.
§ 5.1.5 Applications for Payment shall indicate the percentage of completion of each portion of the Work as of the
end of the period covered by the Application for Payment.
§ 5.1.6 Subject to other provisions of the Contract Documents, the amount of each progress payment shall be
computed as follows:
.1 Take that portion of the Contract Sum properly allocable to completed Work as determined by
multiplying the percentage completion of each portion of the Work by the share of the Contract Sum
allocated to that portion of the Work in the schedule of values, less retainage of ten percent (
10% ).Pending final determination of cost to the Owner of changes in the Work, amounts not in
dispute shall be included as provided in Section 7.3.8 of AIA Document A201-1997;
.2 Add that portion of the Contract Sum properly allocable to materials and equipment delivered and
suitably stored at the site for subsequent incorporation in the completed construction (or, if approved
in advance by the Owner, suitably stored off the site at a location agreed upon in writing), less
retainage of ten percent ( 10%
.3 Subtract the aggregate qjpr-Fous,?1?r?titade by the Owner; and
• AEA Document A101 TM -1997. Copyright ®1915, 1918,1925, 1937, 1951,1958, 1961, 1963, 1967, 1974, 1977, 1987, 1991 and 1997 by The American
init. Institute of Architects. All rights reserved. WARNING: This AIO Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized 3
reproduction or distribution of this AIA° Document, or any portion of it, may result in severe civil and criminal penalties, and will be prosecuted to the
/ maximum extent possible under the low. This document was produced by AIA software at 13:13:06 on 03!08/2007 under Order No.1000284976_1 which
expires on 2/812008, and is not for resale.
User Notes- (3106682169)
•
,4 Subtraq,yg i40 for which the Architect has withheld or nullified a Certificate for Payment
as provided in Section 9.5 of AIA Document A201-1997.
§ 5.1,7 The progress payment amount determined in accordance with Section 5.1.6 shall be further modified under
the following circumstances:
Add, upon Substantial Completion of the Work, a sum sufficient to increase the total payments to the
full amount of the Contract Sum, less such amounts as the Owner shall determine for incomplete
Work, retainage applicable to such work and unsettled claims; and
(Section 9.8.5 of AIA Document A201-1997 requires release of applicable retainage upon Substantial
Completion of Work with consent of surety, if any.)
.2 Add, if final completion of the Work is thereafter materially delayed through no fault of the
Contractor, any additional amounts payable in accordance with Section 9.10.3 of AIA Document
A201-1997.
§ 5.1.8 Reduction or limitation of retainage, if any, shall be as follows:
(Paragraph deleted) .
Ten percent (10%) Retainage to be held on draw requests.
§ 5.1.9 Except with the Owner's prior approval, the Contractor shall not make advance payments to suppliers for
materials or equipment which have not been delivered and stored at the site.
§ 5.2 FINAL PAYMENT
§ 5.2.1 Final payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the Owner to the
Contractor when:'
A the Contractor has fully performed the Contract except for the Contractor's responsibility to correct
Work as provided in Section 12.2.2 of AIA Document A201-1997, and to satisfy other requirements,
if any, which extend beyond final payment; and
a final Certificate for Payment has been issued by the Contractor.
§ 5.2.2 The Owner's final payment to the Contractor shall be made no later than 30 days after the issuance of the
Contractor's final Certificate for Payment, or as follows:
The contract will not be deemed complete nor will final payment be made until all On-Site and Highway
Improvement work is complete and approved by the applicable authority, all punch list items are complete, final lien
waivers received from the contractor, subcontractor, suppliers and all contract obligations have been fulfilled.
ARTICLE 6 TERMINATION OR SUSPENSION
§ 6.1 The Contract may be terminated by the Owner or the Contractor as provided in Article 14 of AIA Document
A201-1997. .
§ 6.2 The Work may be suspended by the Owner as provided in Article 14 of AIA Document A201-1997.
ARTICLE 7 MISCELLANEOUS PROVISIONS
§ 7.1 Where reference is made in this Agreement to a provision of AIA Document A201-1997 or another Contract
Document, the reference refers to that provision as amended or supplemented by other provisions of the Contract
Documents.
§ 7.2 Payments due and unpaid under the Contract shall bear interest from the date payment is due at the rate stated
below, or in the absence thereof, at the legal rate prevailing from time to time at the place where the Project is
located.
(Insert rate of interest agreed upon, if any.)
• AIA Document A101 TM -1997. Copyright ®1915, 1918, 1925,1937, 1951, 1958, 1961, 1963,1967,1974,1977,1987. 1991 and 1997 by The American
Init. Institute of Architects. All rights reserved. WARNING: This Al a Document is protected by U.S. Copyright Law and International Treaties. Unauthorized
reproduction or distribution of this AIA° Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the
t maximum extent possible under the law. This document was produced by AIA software at 13:13:06 on 03108/2007 under Order No.1000284978 1 which
expires on 218/2008, and Is not for resale.
User Notes: (3106882169)
•
?/V
(G ) per annum
(Usury laws and requirements under the Federal Truth in Lending Act, similar state and local consumer credit laws
and other regulations at the Owner's and Contractor's principal places of business, the location of the Project and
elsewhere may affect the validity of this provision. Legal advice should be obtained with respect to deletions or
modifications, and also regarding requirements such as written disclosures or waivers.)
§ 7.3 The Owner's representative is:
(Name, address and other information)
Craig Rhine and/or Bo Murphy
2361 South Centennial Ave.
Aiken, SC 29803
Telephone Number. 803-649-1411
§ 7.4 The Contractor's representative is:
(Name, address and other information)
(As'r; e, Arh
Mainline Contracting, Inc.
2315 Sparger Road
Durham, NC. 27705 •
Telephone Number: [phone]
• § 7.5 Neither the Owner's nor the Contractor's representative shall be changed without ten days written notice to the
other party.
§ 7.6 Other provisions:
The word Wal-Mart and Owner shall be interchangeable.
The Contractor acknowledges that the Owner is financing the work with a lender. Contractor agrees that it shall use
its best efforts to comply with the requirements of the lender including, without limitation, the following: (1) making
the site of the work available at reasonable times for inspection by such lender; (2) curing of defaults existing under
the contract documents; and (3) executing an assignment of the contract documents in favor of the lender and in the
form required by such lender.
Paragraph 3.18 in Section 00800, - 6 of the Supplementary Conditions to be deleted.
Highway Improvement Bonds are to be supplied by the Contractor and reimbursed bythe Owner.
ARTICLE 8 ENUMERATION OF CONTRACT DOCUMENTS
§ 8.1 The Contract Documents, except for Modifications issued after execution of this Agreement, are enumerated as
follows: .
§ 8.1.1 The Agreement is this executed 1997 edition of the Standard Form of Agreement Between Owner and
Contractor, AIA Document A101-1997.
§ 8.1.2 The General Conditions are the 1997 edition of the General Conditions of the Contract for Construction, AIA
Document A201-1997 as modified or amended. A copy is included in the Site Project Manual.
§ 8,1.3 The Supplementary and other Conditions of the Contract are those contained in the Project Manual dated
02/05/07, and are as follows
Document Title Pages
• /nit AIA Document A10111-1997. Copyright ®1915, 1918,1925, 1937, 1951, 1958,1981, 1963, 1967,1974, 1977, 1987, 1991 and 1997 by The American
Institute of Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Treaties, Unauthorized
reproduction or distribution of this AIAe Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the
maximum extent possible under the law. This document was produced by AIA software at 13:13:06 on 03/0812007 under Order No.1000284976_1 which
expires on 2/8/2008, and is not for resale.
User Notes:. (3106882169)
•
§ 8.1A The Specifications are those contained in the Project Manual dated as in Section 8.1.3, and are as follows:
(Paragraphs deleted)Title of Specifications exhibit: NIA
(Table deleted)
§ 8.1.5 The Drawings are as follows: See Attached Document.
(Either list the Drawings here or refer to an exhibit attached to this Agreement.)
Title of Drawings exhibit:
(Table deleted)
§ 8.1.6 The Addenda, if any, are as follows:
Ntimber Date Pages
Addendum #1 February 21, 2007
Portions of Addenda relating to bidding requirements are not part of the Contract Documents unless the bidding
requirements are also enumerated in this Article 8.
§ 8.1.7 Other documents, if any, forming part of the Contract Documents are as follows:
(List here any additional documents that are intended to form part of the Contract Documents. AIA Document A201-
1997 provides that bidding requirements such as advertisement or invitation to bid, Instructions to Bidders, sample
forms and the Contractor's bid are not part of the Contract Documents unless enumerated in this Agreement. They
should be listed here only if intended to be part of the Contract Documents.)
The site work specifications, general conditions, special conditions and supplementary conditions referenced in the
rr --
Sitework Project Manual ! Specifications shall be used on all segments of contract work dated 02/25/07, A044 It
tom;
r. , ? . ,: /?o ?tr? ? ?? ! u Si owl s
S&ME Subsurface Exploration Report (S&ME Project # 1051-06-436) dated 10/20/06
Asbestos,.L: ad-Based.Paint.Survey (S&ME Project # 1054-06-436) dated 10/20/06
This Agreement is..entered into as of the day and year first written above and is executed in at least three original
co ies, of which orie is to be elivered to the Contractor, one to the Architect for use in the administration of the
C tr ct, nd the inder o the Owner. I'?'IAi?ElN E G:oNi?'fr LNG
R estment LLC A
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• BID SET DRAWINGS- GLENN VIEW STATION
SITEWORK SPECIFICATIONS- Div 1, 2 and 16 Dated 02/02107
SITEWORK PROJECT MANUAL Dated 02/06107
SEAL DATE
0000 COVER SHEET REV 1 0110912007 02/0212007
0001 EXISTING CONDITIONS PLAN REV 1 01/0912007 0210212007
C002 GENERAL SITE NOTES PLAN REV 1 0110912007 0210212007
C100 SITE PLAN REV 1 0110912007 0210212007
C200 UTILITY PLAN REV i 01109/2007 0210212007
C201 UTILITY PLAN - FORCE MAIN EXTENSION REV 1 0110912007 0210212007
C203 SANITARY SEWER PLAN & PROFILE 0210112007 0210212007
C204 SANITARY SEWER PLAN & PROFILE 0210112007 0210212007
C205 SANITARY SEWER PLAN & PROFILE 0210112007 0210212007
C206 SANITARY SEWER PLAN & PROFILE 0210112007 0210212007
C207 STORM WATER PLAN & PROFILE 0210112007 02/02/2007
C208 STORM WATER PLAN & PROFILE 0210112007 0210212007
C209 STORM WATER PLAN & PROFILE 0210112007 0210212007
C210 STORM WATER PLAN & PROFILE 0210112007 0210212007
C211 STORM WATER PLAN & PROFILE 0210112007 02/0212007
C250 PUMP STATION COVER SHEET 0210112007 02102/2007
C251 PUMP STATION SITE PLAN & DETAILS 02101/2007 0210212007
C252 FORCE MAIN PLAN & PROFILE STA 10+00-23+50 02101/2007 0210212007
C253 FORCE MAIN PLAN & PROFILE STA 23+50-37+00 02/0112007 0210212007
C264 EROSION CONTROL & FORCE MAIN INSTALLATION DETAILS 0210112007 02102/2007
C300 GRADING & DRAINAGE PLAN REV 1 0110912007 02102/2007
C450 EXTENDED DETENTION WETLAND PLAN 0210212007 0210212007
C451 EXTENDED DETENTION WETLAND DETAILS 0110512007 0210212007
C452 EXTENDED DETENTION WETLAND DETAILS 0111112007 02/0212007
C500 EROSION CONTROL PLAN - PHASE 1 0210112007 0210212007
C501 EROSION CONTROL PLAN - PHASE ii 0210112007 0210212007
C502 EROSION CONTROL PLAN DETAILS 0210112007 02102/2007
0503 ROAD WIDENING EC PLAN- PART 1 0111112007 0210212007
C504 ROAD WIDENING. EC PLAN - PART 11 0111112007 02102/2007
C605 ROAD WIDENING EC PLAN - PART 111 0111112007 0210212007
•
C606 ROAD WIDENING EC PLAN DETAILS 0111112007 02/0212007
C600 OVERALL ROAD IMPROVEMENTS 1112912006 0210212007
C601 ROAD IMPROVEMENTS & STRIPING - NORTH BOUND RAMPS 1 & 2 1112912006 0210212007
C602 ROAD CROSS SECTIONS AND PROFILES - NORTH BOUND RAMPS 1 & 2 1112912006 0210212007
C603 ROAD IMPROVEMENTS & STRIPING - E. CLUB & FERRELL RD. 1112912006 0210212007
C604 ROAD CROSS SECTIONS AND PROFILES - E. CLUB & FERRELL RD. 11129/2006 0210212007
C606 ROAD IMPROVEMENTS & STRIPING - E. GEER ST. 1112912006 0210212007
C606 ROAD IMPROVEMENTS & STRIPING - E. GEER ST. 1112912006 0210212007
C607 ROAD PROFILES - E. GEER ST. 1112912006 0210212007
C608 ROAD CROSS SECTIONS - E. GEER ST. 11/29/2006 0210212007
C609 ROAD IMPROVEMENTS & STRIPING-GLENN SCHOOL RD. 1112912006 0210212007
C610 ROAD IMPROVEMENTS & STRIPING -GLENN SCHOOL RD. 1112912006 0210212007
C611 ROAD PROFILES -GLENN SCHOOL RD. 11/2912006 0210212007
C612 ROAD CROSS SECTIONS - GLENN SCHOOL RD. 11129/2006 0210212007
C613 ROAD IMPROVEMENTS & STRIPING -SOUTHBOUND E. CLUB BLVD. 11129/2006 0210212007
C614 ROAD CROSS SECTIONS AND PROFILES - SOUTH BOUND E. CLUB BLVD. 11129/2006 02102/2007
C615 ROAD IMPROVEMENTS - SOUTH BOUND OFF RAMP 3 1112912006 02102/2007
C616 ROAD IMPROVEMENTS SOUTH BOUND OFF RAMP 4 1112912006 0210212007
C617 DETAIL SHEET 1112912006 0210212007
C618 DETAIL SHEET 1112912006 0210212007
C619 DETAIL SHEET 1112912006 0210212007
C700 LANDSCAPE PLAN REV 1 01/0912007 02102/2007
C701 LANDSCAPE DETAILS REV 1 0110912007 0210212007
C702 TREE REMOVAL PLAN REV 1 0110912007 0210212007
C800 SITE DETAILS 0210112007 0210212007
C801 SITE DETAILS 02/0112007 0210212007
C802 SITE DETAILS 0210112007 02/0212007
C803 SITE DETAILS 0210112007 02/0212007
C804 SITE DETAILS 0210112007 0210212007
ADDENDUM #1 DATED 02/21/07

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GENERAL UTILITY NOTES
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FIRE HYDRANT ASSEMBLY INCLUDES
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13 111,
SERVICE ROUTES WITH THE UTILITY COMPANIES.
LOCATION OF THE EXISTING UTILITIES IS APPROXIMATE AND MUST BE VERIFIED IN THE FIELD PRIOR TO ANY
CONSTRUCTION. NOTIFY THE CITY OF DURHAM AND NC ONECALL TO REQUEST FIELD LOCATION OF
SERVICES.
ALL WATER MAINS SHALL HAVE A IMINIMUM OF 36'OF COVER; 10' MIN - LATERAL AND 18" VERTICAL
SEPARATION FROM SANITARY SEWER LINES; 12'FROM STORM SEWER LINES.
SANITARY SEWER LATERAL SHALL BE SCHEDULE 40 PVC UNLESS OTHERWISE NOTED AND SHALL MEET THE
FOLLOWING REQUIREMENTS:
4" DIA. - 2% MIN. SLOPE
6" DIA. - I% MIN. SLOPE. CLEAN-OUT SPACING SHALL BE 75' MAXIMUM.
G) DESIGN OF THE PUBLIC SANITARY SEWER STUBS CROSSINGS THE CREEK SHALL ASSURE THAT AN AERIAL
CROSSING WILL NOT BE REQUIRED, BUT CAN BE INSTALLED WITH A MINIMUM OF 24" OF COVER BELOW THE
CREEK BED.
NO PART OF THE RETAINING WALL IS TO BE BUILT WITHIN THE SEWER EASEMENT AND THAT IF THE SEWER'S
EVER EXCAVATED, THERE WILL BE NO UNDER MINING OF THE WALL.
ALL SERVICE TAPS SHALL BE IN ACCORDANCE WITH THE CITY OF DURHAM STANDARDS AND
SPECIFICATIONS. STATE WATER AND/IOR SEWER PERMITS ARE REQUIRED. THE CITY OF DURHAM ENGINEERING
DEPARTMENT SHALL REVIEW AND APPROVE THE CONSTRUCTION DRAWINGS PRIOR TO SUBMITTING THEM
TO THE STATE FOR APPROVAL.
ALL WATER MAINS N' AND LARGER SHALL BE DUCTILE IRON PIPE PER AWWA CIS I i AND DOMESTIC LINES
LESS THAN 3" SHALL BE TYPE'ICCOPPER PER ASTM B88.
K) LOCATION OF SITE LIGHTING IS SCHEMATIC AND MAY CHANGE BASED ON FINAL FIXTURES SELECTED.
ALL VALVES SHALL BE GATE VALVES AND SHALL BE LOCATED IN TRAFFIC BEARING VALVE BOXES FOR &I
AND SMALLER SIZE VALVE.
M) A N.C. REGISTEREID SURVEYOR SHALL DO ALL LAYOUT WORK FOR CONSTRUCTION.
ALL SPRINKLER RISER ROOMS SHALL HAVE EXTERIOR ACCESS DOORS. FIRE DEPARTMENT SHALL HAVE
2
0) FIRE SYSTEM UNIT BACKFLOW PREVENTIERS SHALL BE WATT SERIES Watts 709 DCDA JASSE approval * 1048)
FOR MODERATE HAZARD FACILITIES AND Watts 909 RPDA (ASSE approval #1047) FOR SEVERE HAZARD
FACILITIES (OR WATTS SERIS 007 OR ENGINEER APPROVIED EQUAL.)
a OL
DEPARTMENT OF WATER MANAGEMENT 0 919 560-4194 TO OBTAIN PERMT. AND INSTALLATION
REQUIREMENTS BEFORE INITIAL WORK.
Q) ALL FDC'S AND HYDRANTS TO BE PROVIDED W11TH S' DIAMETER STORZ CONNECTION.
THE DRAIN FOR FDC LINES SHALL BE LOCATED AT THE LOW POINT OF THE LINE. SEE DETAIL 7/C1 80.
S) A PRIVATE FIRE HYDRANT PERMIT IS REQURED FROM THE DURHAM COUNTY FIRE MARSHAUS OFFICE
5 0
LAW N IRRIGATION SYSTEM FED FRO M "RETAIL. SPACE A" WILL REQUIRE AN ASSE * 10 13 APPROVED REDUCED
PRESSURE TYPE BACKFLOW PREVENTER.
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P 919.490.4990 F 919-490.8953
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