19980414 Ver 1_COMPLETE FILE_19980512

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
I OFF? FAA
James B. Hunt, Jr., Governor NC ENR
Wayne McDevitt, Secretary NORTH CAROLINA DEPARTMENT OF
A. Preston Howard, Jr., P.E., Director ENVIRONMENT AND NATURAL RESOURCES
September 29, 1998
Lincoln County
DWQ Project # 980414
APPROVAL of 401 Water Quality Certification and ADDITIONAL CONDITIONS, WRP
Mr. Larry Griffith
Waterside Landing Properties, LLC
1545 West Trade Street
Charlotte, NC 28216
Dear Mr. Griffith:
You have our approval, in accordance with the attached conditions and those listed below, to retain fill placed
in 0.6 acres of wetlands and/or 600 linear feet of waters. This will be for the purpose of a commercial fill at
Waterside Landing at NC 16 and NC 73 in Lincoln County, as you described in your application dated May 7, 1998.
After reviewing your application, we have decided that this fill is covered by General Water Quality Certification
Number 3108. This certification allows you to use Nationwide Permit Number 26 when the Corps of Engineers
issues it. In addition, you should get any other federal, state or local permits before you go ahead with your project
including (but not limited to) Sediment and Erosion Control, Coastal Stormwater, Non-Discharge and Water Supply
Watershed regulations. This approval will expire when the accompanying 404 or CAMA permit expires unless
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application except as
modified below. If you change your project, you must notify us and you may be required to send us a new
application for a new certification. 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 wetland fills for this
project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC
2H .0506 (h). For this approval to be valid, you must follow the conditions listed in the attached certification and
any additional conditions listed below.
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional
wetlands and waters to notify the state in order to assure compliance for future wetland and/or water
impact. These mechanisms shall be put in place within 30 days of the date of this letter or the
issuance of the 404 Permit (whichever is later).
2. Stormwater management shall done in accordance with plans submitted by B.K. Barringer and
Associates, P.A. on September 22, 1998. However, because of the circumstances regarding these
plans the Division will require that you post a bond for the construction of the stormwater wet
detention pond indicated in the plans. The Division is willing to waive this requirement if the pond is
fully constructed according to the above plans by March 23, 1998.
We understand that you have chosen to contribute to the Wetland Restoration Program in order to compensate
for these impacts to wetlands and/or streams. In accordance with 15A NCAC 2R.0500, this contribution will
satisfy our compensatory mitigation requirements under 15A NCAC 2H .0506(h). According to 15A NCAC 2H
.0506(h), feet of restoration will be required. Until the Wetland Restoration Program receives and clears your check
(made payable to: DEHNR - Wetland Restoration Program), wetland or stream fill shall not occur. Mr. Ron Ferrell
should be contacted at 919-733-5083 ext. 358 if you have any questions concerning the Wetland Restoration
Program. You have one month from the date of this Certification to make this payment. For accounting purposes,
this Certification authorizes the fill of 600 feet of streams, in 030833 river and subbasin and 600 feet of
stream restoration are required. Please be aware that the Wetland Restoration Program (WRP) rules
require rounding of acreage amounts to one-quarter acre increments (15A 2R.0503(b)).
Division of Water Quality • Environmental Sciences Branch
Environmental Sciences Branch, 4401 Reedy Creek Rd., Raleigh, NC 27607 Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer • 50% recycled/10% post consumer paper
If you do not accept any of the conditions of this certification, 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, P.O. Box 27447, Raleigh, N.C. 27611-7447. This certification and its conditions are final
and binding unless you ask for a hearing.
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 telephone John Dorney at 919-733-1786.
Attachment
cc: Wilmington District Corps of Engineers
Corps of Engineers Asheville Field Office
Mooresville DWQ Regional Office
Mr. John Domey
Central Files
Ron Ferrell; Wetland Restoration Program
Donald Munday; B.K. Barringer and Associates
John Parker; DCM
;'c e ,
ton bo, P.E.
980414.Itr
NORTH CAROLINA - DIVISION OF WATER QUALITY
401 WATER QUALITY CERTIFICATION
SUMMARY OF PERMITTED IMPACTS AND MITIGATION REQUIREMENTS
In accordance with 15A NCAC 2H.0500, Waterside Landing Properties. LLC has permission as outlined below for the
purpose(s) of proposed commercial development. All activities associated with these authorized impacts must be conducted in
accordance with the conditions listed in the attached certification transmittal letter. THIS CERTIFICATION IS NOT VALID
WITHOUT THE ATTACHMENTS.
COMPENSATORY MITIGATION REQUIREMENT FOR WETLAND RESTORATION
LOCATION: NC 16 and NC 73
COUNTY: Lincoln
BASIN/SUBBASIN: 030833
As required by 15A NCAC 2H .0506, and the conditions of this certification, you are required to compensate for the above
impacts through the restoration, creation, enhancement or preservation of wetlands and surface waters as outlined below prior to
conducting any activities that impact or degrade the waters of the state.
Note: Acreage requirements proposed to be mitigated through the Wetland Restoration Programs must be rounded to
one-quarter acre increments according to 15A 2R.0503(b)
acres of Class WL wetlands
acres of riparian wetlands
acres of non-riparian wetlands
acres of Class SWL wetlands
600 linear feet of stream channel
One of the options you have available to satisfy the compensatory mitigation requirements is through the payment of a fee
to the Wetlands Restoration Fund per 15A NCAC 2R.0503. If you choose this option, please sign this form and mail it to the
Wetlands Restoration Fund at the address listed below. An invoice for the appropriate amount of payment will be sent to you
upon receipt of this form. PLEASE NOTE, THE ABOVE IMPACTS ARE NOT AUTHORIZED UNTIL YOU RECEIVE
NOTIFICATION THAT YOUR PAYMENT HAS BEEN PROCESSED BY THE WETLANDS RESTORATION PROGRAM.
Signature Date
WETLANDS RESTORATION PROGRAM
DIVISION OF WATER QUALITY
P.O. BOX 29535
RALEIGH, NC 27626-0535
[phone] ext. 358
` State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
A4
NCDENR
DIVISION OF WATER QUALITY
September 23, 1998
Mr. Larry Griffith, Jr.
Waterside Landing Properties, LLC
1545 West Trade Street
Charlotte, NC 28216
Subject: Stormwater Ponds
Waterside Landing Development
Lincoln County, NC
DWQ# 980414
Dear Mr. Griffith:
This Office is in receipt of the plans dated August 25, 1998, for the stormwater
management structures at the subject facility prepared on your behalf by B.K. Barringer and
Associates, P.A., and submitted to the Division on -September 22, 1998. Staff from Wetlands Unit
and them arrPp?owever, because of the circumstances regarding
these plans'the Division will require that you post a bond for the construction of the stormwater
wet detention pond indicated in the plans. The Division is willing to waive this requirement if the
pond is fully constructed according to the above plans by March 23, 1999. J
If you have any questions regarding this matter, please contact Mr. Todd St. John at (919)
733-1786 ext. 261.
Sincerely,
John R. Dorney
Wetlands Unit Supervisor
cc: Mr. Todd St. John, Wetlands Unit
Mooresville Regional Office
Donald Munday, B.K. Barringer and Assoc., P.A.,
104 Westfield Center, Mooresville, NC 28115
4401 Reedy Creek Road, Raleigh, NC 27607 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Larry Griffin, Jr.
Waterside Landing Properties, LLC
19141 West Catawba Avenue
Cornelius, NC 28031
RECEIPT
Alf 1.9;
J'C*ft
00
D E N
December 1, 1998

The Wetlands Restoration Program has received a check in the amount of
$75,000.00, check number 1324, as payment for the compensatory mitigation
requirements of the 401 Water Quality Certification issued for DWQ Project # 980414.
This receipt serves as notification that the compensatory mitigation requirements for this
project have been satisfied. Please note that you must also comply with all other
conditions of this certification and any other state, federal or local government permits or
authorization associated with this activity.
If you have any questions concerning this matter please contact Ron Ferrell at
919-733-7015 ext. 358.
Sincerely,
cc: John Dorney
File
gol'? au
Ronald E. Ferrell
Program Manager
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
?wA
NCDENR
DIVISION OF WATER QUALITY
September 23, 1998
Memorandum To: John Dorney
From: Todd St. John
Subject: Waterside Landing Development
DWQ# 980414
Lincoln County
Please find the attached stormwater management plan for the subject
development. As you recall, the plans are required for an "after the fact" 401 Certification
for stream culverting. The developer has proposed that they treat the stormwater from a
future development somewhat adjacent to the subject site which flows to the same
"named" stream. Per your previous email you decided that the developer's proposal
would be acceptable if "he" could prove "he" owned the proposed stormwater pond site,
provided a construction schedule with which the Division concurred, and provided a
means to assure construction such as a bond. According to engineer, the developer is
willing to post a bond, will construct the pond within 6 months of DWQ approval, and
has provided information regarding ownership. However, I am not sure, according to the
deed, who owns the subject property. In any event, the developer is willing to post a
bond, and the stormwater management plan is acceptable.

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B.K. BARRINGER & ASSOCIATES, P.A.
Suite 104 Westfield Center
125 East Plaza Drive
Mooresville, NC 28115-8812
Telephone [phone] Fax [phone]
September 21, 1998
NCDENR
Division of Water Quality
4401 Reedy Creek Road
Raleigh, NC 27607
Attn.: Todd St. John
RE: Waterside Crossing
DWQ Project No. 980414
Lincoln County, NC
Dear Mr. St. John:
SEP 2 2199 t?
DS G SECT ION
WATER UAu1T'I
Architecture
Engineering
Planning
Enclosed are three copies of plans revised as stated below. We have included a new sheet PD-2
showing the multi-family project boundary and access to the BMP site with other details and specs.
• The following additional information is provided in response to your letter dated August 20.1998:
1. Trash guard details have been shown on plan sheet PD-2.
2. Forebay location is clearly shown and labeled on sheet PD-1.
3. Proposed location of outlet structure shown on sheet PD-1.
4. Note added to sheet PD-1 addressing permanent ground cover for side slopes and all disturbed
areas.
5. Note added to sheet PD-1 regarding vegetative at BMP discharge outlet.
6. Project boundary plan added to sheet PD-2 showing access from NC Hwy. 16 to BMP site.
7. Note added to sheet PD-1 addressing sediment removal.
8. Attached a copy of the USGS showing drainage area for the basin.
9. Operation and maintenance agreement included with this submittal.
Enclosed are copies of deeds provided by Mr. David Baker, which address ownership requirements.
Please contact Mr. Baker directly at the following address if you need any additional information
regarding property ownership:
Baker & Baker, PLLC
Attorneys at Law
19109 West Catawba Avenue, Suite 104
Cornelius, NC 28031 Phone: [phone] Fax: [phone]
• Waterside Landing Properties, LLC intends to construct the BMP within six (6) months from the date
of approval by DWQ and is willing to post a bond if deemed necessary by the Division.
"' F:\ALLELSE\OFFICE\WPWIN\WPDOCS\WETLANDS\ST10N.doc
Please feel free to call if you have any questions of if I can be of further assistance.
Sincerely,
B. K. BARRINGER & ASSOCIATES, P.A.
Donald L. Munday
N.C. Registration No. 17327
cc: Larry Griffin, Jr., Waterside Landing Properties, LLC
Mike Parker, NCDENR, DWQ, Mooresville Regional Office
"' F:\ALLEI,SE\OFFICE\WPWIN\WPDOCS\WETLANDS\STION.doc
Project No. DWQ ?80 4/ 4 (to be provided by DiEQ)
DIVISION OF WATER QUALITY - 401 WET DETENTION BASIN WORKSHEET
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes a wet detention basin worksheet for each basin,
design calculations, plans and specifications showing all basin and outlet structure details, and a fully executed
operation and maintenance agreement. An incomplete submittal package will result in a request for additional
information and will substantially delay final review and approval of the project.
1. PROJECT INFOWIATION (please complete the following information):
Project Name : VVA
Contact Person: 00
For projects with multiple
Basin Bottom Elevation
Penmanent Pool Elevation
Temporary Pool Elevation
i ? ?251D? C2r?s5
basins, specify whr h bay
-734 ft.
738 ft.
74o.10 ft.
z10144% Lt NCO t-k o .a:q . /y'C-
PhoneNumber: (7o4) /,"44-71315K
;in this worksheet applies to:
(average elevation of the floor of the basin)
(elevation of the orifice invert out)
(elevation of the outlet structure invert in)
Permanent Pool Surface Area 3S7 sq. ft. (water surface area at permanent pool elevation)
Drainage Area 3 2 ac. (on-site and off-site drainage to the basin)
Impervious Area 18, 9 ac. (on-site and off-site drainage to the basin)
Permanent Pool Volume
Temporary Pool Volume
Forebay Volume
SA/DA used
Diameter of Orifice
5 9, 19 ( cu. ft.
44.64 7 cu. ft.
!?. 84v cu. ft.
2, 27
3.00 in.
(combined volume of main basin and forebay)
(volume detained on top of the permanent pool)
(surface area to drainage area ratio)
(draw down orifice diameter)
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices manual
(N.C. Department of Environment, Health and Natural Resources, November 1995) and Administrative Code
Section: 15 A NCAC 2H .1008. Initial in the space provided to indicate the following design requirements have
been met and supporting documentation is attached. If a requirement has not been met, attach an explanation
of why.
Applicants Initials
DIM The temporary pool controls runoff from the 1 inch storm event.
ALM The basin length to width ratio is greater than 3:1.
P4-M The basin side slopes are no steeper than 3:1.
DLM A submerged and vegetated perimeter shelf at less than 6:1 is provided.
ID LAM Vegetation to the permanent pool elevation is specified.
JZLM An emergency drain is provided to drain the basin.
DLit The permanent pool depth is bet\vecn 3 and 6 feet (required minimum of 3 feet).
DLM The temporary pool draws down in 2 to 5 days.
DLM The forebay volume is approximately equal to 20% of the total basin volume.
DI-NA-Sediment storage is provided in the permanent pool.
1) LM Access is provided for maintenance.
L?1/1 A minimum 30-foot vegetative filter is provided at the outlet.
G1=M A site specific operation and maintenance (O&M) plan is provided.
L)LMl A vegetation management/mowing schedule is provided in the O&M plan.
DUM Semi-annual inspections are specified in the O&M plan.
DLM A debris check is specified in the O&M plan to be performed after every storm event.
bLM A specific sediment clean-out benchmark is listed (elevation or depth) in O&M plan.
tD t-M_A responsible party is designated in the O&M plan.
FORM SWG100 09/97 Page 1 of 1
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USGS QUAD MAP WATERSIDE CROSSING FIXED USE DEVELOPMEW B.K. BARRINGER & ASSOCIATES, P
SOUTHEAST OUADRANT of ENGINEER/DESIGNER/PLANNER
EXISTING TOPO NC H15T. 16 Ec NC HIYY. 73 104 WESTFIELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Corolino 28115
[phone]
2000
PAGE 1
SCALE: 1'=2000'
0 1'-2000' 4000 DATE: 02/17/93
08/26/08 WED 16:55 FAX [phone] BR BARRINGER
POND MAINTENANCE REQUIREMENTS
Project Name: Waterside Crossing, Lincoln Coun . 1C DWQ Project Number: 980414
Responsible Party. Waterside Landing Properties, LLehone Number: [phone]
Address: 19141 W. „atawba Avenue, -ornelius, N„__28031
Inspect monthly, or after every runoff producing rainfall event, wNchever comes first
A. Remove Debris from the trash rack.
R. Check and clear the orifice of any obstructions.
C, Che6, the pond side slopes: remove trash, repair eroded areas before the next rainfall
event.
II quarterly
A. Inspect the collection system (i.e., catch basins, piping, grassed swales) for proper
functioning. Clear accumulated trash from basin grates and basin bottoms, and check
piping for obstructions.
I, Check pond inlet pipes for undercutting, replace ripr3p and repair broken pipes.
C. Reseed grassed swales. including the vegetated filter if applicable, twice a year as
necessary. Repair eroded areas immediately.
Ill. E=very six months
A Remove accumulated sediment from the bottom of the outlet structure.
B Check pond depths at various points ir, the pond. If depth is less than two (2) feet;
sediment will be removed to at least original design depth of four (4) feet.
N. General
A NI.,ow the side slopes, not including normally submerged vegetated shelf, according to the
season Maximum grass height will be six inches.
13. Cattails, and other indigenous wetland plants, are encouraged along the pond perimeter;
however, they must be removed when they cover the entire surface of the pond.
C, The orifice is designed to draw down the pond in 2 - 5 days. If draw down is not
accomplished in that time, the system may be clogged. The source of the clogging must
be found and eliminated,
D. All components of the detention pond system must be kept in good working order.
10002
of Jatewidel I anUnfProggiies, . LL„
I. Larry A. r; ff; n, Jr. , Member-ManagOere y ac now a ge a i am he tlnancrally responsible
party for maintenance of this detention pond. I will perform the maintenance as outlined above; as part
of the Certification of Compliance with Stormwater Regulations received for this project.
Waters' e Landing Properties, LL„
Signature,B S? Date: September 14, 1998
T ?13T V
I. -Da-yid J. Baker . a Notary Public for, tf 6 State of -North ,.,arolina
County of M(2cklenburg do hereby certify that Larry A. Griffin, Jr. personally
appeared befor me this 14th day of September , 1998, and acknowledge the due execution of
the forgoing instrument. Witness my hand and official seal.
SEAL
David J. Bak r;; Notary Public
v
My Commission expires ?z ? ov baaa ,

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Verified by ....... Cclunt or. the dlry of ...... ........ ..... .............. .. 19...... ....
............................ _ .......... ......... .,,.,........ .........
Mail aster recording to ..... tilt= Grantee-,nwried herein, at the., address„designated,., .,.,.,... _.......
........... ............................................... ....... _ _ ...
This instrument was prepared by ... M.. Clar}c PcuFkerr. P,O Box. 2277,,.C'oKnelius,. NC. 28031 .
Brief deacriptior. fur tile 111d"X
NORTH CAROLINA GENERAL WtlitRAN`IY DEHE 3
.......June ................ by and between
.... .
THIS DEED made this ...15111 day of ....... 11 9 .. ,
GRANTOR
WATERSTDE LANDING PROPERTIES, L1,C

GRANTEE
MORROW PROPERTIES, LLC (a 0118
half undivided interest as tenant
in coff note) ; and
KIRTEmoRRE PROPERTIES, LLC (a one-
half undivided interest as tenant
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Enter in appropriate block for each party: nonle, ad.tress, anS. if appro prl:rle, el.a racier of entity, e.y. corporation or partnership.
'1'68 designation Grantor nrid Gr:alltee As listed herein shall include said partlee, their- heirs, stuccessurs, and assifins, slid
shall include singular, plural, rrlaseulitle, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable connider;atlon paid by the Grantee, the receipt of which is hereby
aCkrluw)QdgCd' 11as and Uy tSiC4e Pv*-nev.i4 dvCn XIEaRt tsargairt, sell and eolivey Unto the Grantee in fee dimple. ull that
certain tut or pared) of la11C1 aitnuted in the City of , ....... Ti,wnship,
Lincoln:.... _.. .. ..... Cx,unty, North Curollna and nwrr. p ivti.: ulurly dcm,-ribed ns follows:
See Eyffiibit A attaclled hereto and iflcorporated herein by reference.
N. ?'. Il:.r A. F, Ne. l ?E. Iv7,i. Ita? ?isaW ?. Iv77 -?_.?,.?v,.u...?.. ,. ....... .?.e.,. ?7•. .?...?....... .. ?. lie^..

The property Ilerelnabovo described was acquired by Grantor by itlstrurllwnt recorded in
...... page ....... ..........-.-... .
A map showlne the above described prope?'EY Is recorded in Plat Iluolc ._... .... ._...
TO HAVI: AND TO 110LD the aforesaid lot or parcel of land mud all privileges and appurtenances thereto helongiug to
the Grantee In fame simple.
And the Grantor covenants with the Grantee, that Grantor in seizod of the premises In fee simple, has the right to convey
the saute In fee simple. that title Is markett.ble and free and clear of all encumbrances. and that Grantor will warrant and
defend the title against the lawful ciattrls of all persvns whomsoever except for the exteptiurlsl hereinafter stated.
Title to the property hereinabove described in subject to the following exceptiois":
1) All easements, restrictions aixi rights--of-way of record-
2) Those facts which an accurate survey of the prOPerty would disclose-
IN wITN R89 aV IIREEK CUk': llr. [: rw nL Ur ltwx herlun to xr hfa ILwnn wad seal, a.r If ?.•rporw [r. Iran ca.swed Lnls Irlst rn meht fn he 51[nrd in Its
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- Da a- F.. Morrow_, Merrlber-Manager
ATTESS: V BYc CRT-FP-TN EROS __ AO [JISITIOIVS--_LUC ____--_lflExc.?
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______ ________. ________.s.. ca e?*TY lGOS4•arrt.e BaY.tt ?!? 'BY
- _ i fin, -? - tMearlber-hlanaae
n State aforesaid, certify Ulat
o
aYbQ . a Notary Public of Fi"e Lulli y a`
pale E. "arrow ember-N1--erof AT RSIDF_ LANDING PROPERTIES, LLC personally appeared before
me t116s day and acknarrla •1 tl?e executlon_o the foregoing Matrumwlt Wltnesa my hand and oflidal
stamp or?seal, titills the •1n day of `- L 1g 9$
Notary Public
My commission expires:
STATE OF NORTI-1 CAAOts1tA, C I HTY C)` =• q
1/ l (?l?llr?4- r1 OY1 ? a Notary Public of-the County and State aforesaid, certify
dint Larry A Grimm tai J r O a Member-Manager of GRIFFIN BROS ACQUISITIONS.
LLC (Member-Manager c f WATERSIDE LANDING PROPERTIES, LLC), personalty appeared before me tills
day and acknowi Qedilae execution or l rorepolnu Instrument. Witness my hand and offialal stamp or
seal, t?his7-n the -.?All day or L 19 98
Q.t•C.trL , Notary Public
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She forfflelne certirl-li,ol or --------
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1</>e rtifled Lo 4e cnfr-L. Ylils InFtr•Irerlt 1r,,i i1.1a ..sell rl<nle sr. only r.•R I?It red rt llLe .1:. L! rnA Llnr< -J 11, rile L)-..K .. ,.A vane wIL O[Vn un I.L i.
lie. lgat cee hare.•r.
______________1XE6tSSRR OF DEEDS FOR_________ ----------------------
B y :_-____________________.-_-_____...---__Deputy/ A-l.raut-Rr6ls-..r Deeds
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(7ract Tuo -- for purposes or brie insuraric.'e i.?jLuy f
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EXHIBIT A
TRACT #I:
BEGINNING at a point in the centerline of Highway ##16, said point of Beginning being the
souttrnrest comer of William T. Loftis (now or formerly Deed Booker 2i 5. the page 325. all
southeast come
Book references being to the (_incoin County Public Registry),
of that tract deeded to Doris D. Keever in Deed Hook 637 at Page 117, and runs 'Lhenre
from the BEGINNING point with the line of Loftis N 57-30-00 W 163.61' (passing a bent
pipe in the reputed right of way of Highway 016 at 31.55') to a #3 rebar; and runs thence
with the line of Doris D. Keever and Michael L.' Keever (feed Book 637 at Page 119) S 32-
30-00 W 100.00' to a new 1Trn pin. and suns thence with the line of Keever (Deed Book
637, Page 119) S 57-30-00 E 163.61' (passing a new iron pipe in the reputed right of way
of Highway 016 at 132.06) to the centerline of Highway 016; and runs thence with the
centerline of Highway #16 N 32-30-00 E 100.00' to the point and place of BEGINNING,
containing 0.376 acres more or less as shown on that survey by Ronnie C. Dedmon,
R_L.S. dated October, 1996, to which mference is made for a more full and accurate
description. Being that tract deeded to Doris D. Keever in Deed Book 637 at Page 117,
recorded on October Zi 8. 1985 in the Lincoln County Public Registry.
TRACT fit:
BEGINNING at a point in the northeast comer of Tract#P1 above [(Deed Book k 637. Page
117 all Deed Book references being to the Lincoln County Public Registry), point lying
N 57-30-00 W 163.61' from the centerline of Highway #16 (said centerline being the
southeast corner of Tract#1 above)) and runs thence with a line of Loftis (Deed Book 625
at Page 325) N 06-04-54 W 267.94' to a'l2 pin and pipe, and cues thence with a line of
the John Jones Heirs (now or formerly Deed Book 948 at Page 131) S 12-44-09 W 91.66'
to a new iron pipe; and runs thence S 86-04-54 E 193.83' to a new iron pipe (said pin
being the northwest comer of Keever Deed Book 637 Page 117); and runs thence with the
nortl-oveskem pine of Keever (Deed Book 637 at Page 117) N 32-30-00 E 100.00' to the
point and place of BEGINNING, containing 0.485 acres more or less as sl?a?sn a*? that
survey by Ronnie C. Dedmon, R_L.S. dated October, 1996, to which reference is made for
a more full and accurate description. Being a portion of that tract deeded to L. Leroy
Keever and wife, Doris D. Keever and Michael L. Keever in Deed Book 637 at. Page 119,
recorded October 18, 1985 in the Uncotct County Public Registry.
The two above described tracts shall be restricted as follows: (1) the property shall be
used only for a road and entrance corridor (including, by way of example and not limitation,
any appropriate landscaping, lighting, plantings, and signage) to access the adjacent
property owned by the John Jones Heirs (now or formerly), and (2) any roadway pavement
shall be a minimum of 25' from the Michael Keever, Luther Leroy Keever, or Doris D.
Keever property line.
As pact of the consideration for this deed, Grantee agrees upon the closing of the adjacent
John Jones Heirs property (now or formerly) that Grantee will impose (arcs wiit Qcavide a
written, recordable statement of same), on said Jones property. restrictions whereby no
buildings will be placed within 25' of Keever's western line-.

(?U b1 jn: jBOA ?? Pwii tlJ
1? ,w
Prepared by: rvey Jo Jr. or Linc ton
Aftar recording mail to- Grantee rantoct her4?_rt at tAe erldr+ese t]poit?laat[tnd
LAICOLNCOV"TV TesMy.Jo? li IM
STATE OF NORTH CAROLINA

i i
Real Eshde
tate
Excise Tax
+.,a
WARRANTY DEED
COUNTY OF LINCOLN
THIS r)F.ED made this 12th day of June 199 by and
between
ALICE J. MILLER, widow; (by and through her Attorneys in Fact
Donald R. Miller, Peggy M. Sherrill and Melvin D. Miller);
CLIFTON G. JONES and wife, EVFL.YN D. JONES;
ELLEN J. NIXON, widow;
FRANCES J. DUCKWORTH, widow;
VIVIAN J. MUNDY and husband, J. W. MUNDY;
ELMINA J. HOWIE, unmarried;
SIDNEY G. JONES and wife. MARTHA H. JONES;
JO ANNE N. HENLEY and husband, InMRLES SUGENS HENLEY, and
JUDITH N. FARRIS and husband, BILLY CHARLES FARRIS
hereinafter referred to as "Grantor" and
?POEaVOW PROPFR'=, LLC and
KATEW-StRE PRDPERT IFS, LW
Address: p•O• wx 2277
Cornelius, NC 28031
hereinafter referred to as "Grantee."
The designation "Grantor and Grantee° as used herein shall include
said parties, their heirs, personal representatives, successors and
assigns and shall include cite singular, plural, masculirtz, feminine or
neuter as required by the context.
WITNFSSETH, chat the Grantor, for a valuable concidt=ration paid by the
Grantee, the receipt of which is hereby acknowledyed, has and by thenk
presents does grant, bargain, sell and convey unto thr- ;rar,?ee Sr, wee
simple, all that r..ertnin lot or parcel of land aituac.ed in Catawba
Sprirn39 Township, Llncoln County, N_ C_ and mozc pol'Cicul:rly deacribed
as follows:
That certain tract of land lying a short disL:ince west of Lhe right
a,t One of way of N. C. N.ighway 311E, ar. a point a shore distance Nurrh of
rpOSes its intersection with N. C. Highway #'[), cne same being bvinded o:r
of 'rt 3 e follows:
insura
DEGINNlNG at an o1.3 stone corner with M. L. Keever properr.y in line
of L. L. Keever, and runs thence with the old L. L. Keever line
r-a9C >> 7
-, YY. J
I
so")405IPACE 598
/V40J0 teuur.; bep-iu-ye 12:381'M; Page 6/9
South 73-35-05 West 279.96 fact to an old stone; thence with
property of Alice Hager heirs, south 73-42-10 west 459.07 feet to
an old ozone and iron (said corner being located worth 66-52-24
Bast 122.67 feet from the northernmost corner of property of Larry
acmes) ; thence with ly;.?rry of curlean Link heirs, North 16-27-07
Hest 913.61 feet to a new iron rin: thence South 73-30 West 214.50
E42et to a new iron pin; thence North 16-30 West 214.50 feet to a
new iron pin; thence North 73-30 East 214.50 feet to an old pipe
and stone; thence North 16-33-1.9 West 819.51 feet to a new iron
pin aria old stone; tht-nce south 34.54-49 Fast- 164.94 feet to an
old rebar; chance continuing with LoLS 66, 67, 69 and 69 of Forest
Oaks Subdivision as shown on plat recorded in Plac Book E, Page
170, South 75-21-49 East 190.11 fact to an old rebar: thence South
75-26-26 East (passing an icon stake at 125.08 feet, and another
iron stake at 265.19 feet, ar,t3 an old ;`ebaz at 475.21 feetl 52r1.46
feet to an old axle (a common,curner with Lot #73), thence with
lines of Lot #73 and Lot #74 of said subdivision. South 15-37-10
East (crossing a rebar at 34.84 feet) 175.82 feet to an old pipe
and fence; thence with property of Lethcoe south 15-51-05 East
521.63 feet to a 3/4" pipe; thence with property of Lottia, mouth
12-54-11 East 355.41 feet to an old pipe; thence with property of
Waterside Landing Properties, LLC, South 14-53 east. 91.66 feet to
an old rebar; thence continuing with property of M. L. Keever,
Soilth 14-53 East 333.52 feet to the BEGINNING, containing 31.156
acres, more or less, as surveyed and platted by Ronnie Dedmon
Surveyors, P.A., May 19, 1997.
Said property is conveyed apecifically subject to the right of way
for Transcontinental. Pipeline, and to all other rights of way and
easements of record.
The foregoing tract is the idenr.ical property acquired by Lula
N. Tones by deed recorded in Book 145, Page 59, Lincoln County
Public Rcyietry. Grantora certify ana represent that Lula 14.
Jones died July 26, 1956 survived by her husband and nine
children; that Sidney /•oocoe Jon-;.a died in 1979 and by his
Will, identified as File No. 79-F.-9, with certain exceptions,
left his estate to their nine children, namely V©lrie Jones,
Alice J. Miller, Houston ,Tones, North Jones, Louise J.
D"ckworth, Ellen J. Nixon, Grady Jones, Vivian J. Mundy and
Clifton Jones; that by a written agreearr+ene among all of maid
children, the original of which is in said estate file., North
.Tones accepted certain lands of the estate in Gaston County
which were conveyed to him by the other heirs as his share r,f
his father's estate; chat said Veltie Jones died September 20,
1965, and by her will identified ay File 85-E-232 left her
estate to North Jones, Grady Jones, Clifton Jones, Alice J.
Tiiliez, Louise 3_ L?uckvOrth, Ellen J. Nixon and Vivian J.
Mundy; that Houston Jones died May 2, 1986, survived by twc
children, Sidney J. Jones and Li mina J. ((owie; chat Grady
,Tones died intestate and without children in the year 1993,
and his share of said estates descended to his widow, Bessie
N. Joneg; that Desaie ls. 3ones died 1! ;-ewber Q, 1997 and h
her will (97 F 426) left her real estate co Marci)6 L. Nixon
and Velma H. Nixon for life and then in fP-27 to Jo Anne N.
Henley and Judith N_ Farris; that Marcus L. Nixon and Velma H.
2

mr1451puE599
Nixon renounced the life estates dpviaed to them by instrument
recorded Book 1018, Page 119, so that the inzernet of Bessie
N. Jonee in lande above described as owned by Jo Anne Henley
and Judith N. Farris and is conveyed hereby. Notice to
Creditore of the Estate of Dessie N. Jones has been published
as required by law. That by an instrument dated June 25, 1996
and recorded in Hook 919, Page 131, North W, Jones and wife,
Louise Jones quitclaimed unto the other surviving children of
Sidney Roscoe Jones and wife Lula N. Jones and their survivors
teach of whom are, Grantota hereinl , as their interests may
appear, all right, title, claim and intetegt of North w. Jones
and wife, Louise D. Jones in and to any and all lands in
Catawba Springs Township, Lincoln county, which are presently
owned by said named children and their survivors, whether
received by inheritance fZam SidnWj ROscea Sores, Uult N.
Jones, or Veltie Jones, or otherwise, specifically including
three tracts therein described by metes and bounds, the second
of which is the tract described above, that the parties to
this instrument are each of full age and under no disability,
and that they are the sole owners of the lands described
above.
This instrument is executed by Donald R. Miller, Peggy M. Sherrill
and Melvin D- Miller as Attorneys in Fact for Alice J. Miller under
Power of Attorney recorded 13ocik. 1063, Page S40, L1nC6111 Courmy
Public Registry.
TO RAVE AND TO HOLD the aforesaid lot or parcel of land and all
privileges and appurtenances thereunto belonging to the said Grantee in
fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized
of the premises in fee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrancea,
and that Grantor will warrant and defend the title against the lawful
claims of all persons whomsoever except for the exceptions hereinafter
stated. Title to the property hereinabove described is subject to the
following exceptions:
valid and enforceable reservations, restricticno, conditions,
easements and rights-of-ways in the record chain of title.
No title examination or opinion was requested of the drafr_er
of this deed and accordingly none wan performed.
IN WITNESS WHFREOF, the Grantor has hereunto set his hand anal seal,
the day and year firoc above written.
':r; tsEnLl
vivian S. Mundy
All 94?0t? - (SEAL)
C1 i toss e - Jar:rs
Ly % '&", ( SFAL)
Jr. W_ Mundy
3
. -y..
c i - W y. /
r
BooK1051 ACEwv
•..f _bk (SEAL)
Evelyn - Jones
A.M. L r MALI
Ellen J. Nixon
Francs J. Duckworth
,??_ (SELL
o Anne N- Henley
1 Y- (SEAL)
Charles Eugene Hadley
-1- oWv,' ocF - ,v - w I C.oorm, rayc o/=
' (SFAL>
lumina J. owie
ALZ (SEAL)
Sid G. ones
(S FA r)
artha N. Jones
(sFAL)
ditb N. Farris
billy Char) ee Fazaie
Alice J. Miller (SEAL)
By-- um;A
Donald R. Miller
Attorney in Fact
By- l (SFjQ1
e . Sherrill
Attorney in Fact ??jj
By; X- Q.. N - . (??
Melvin D. Miller
Attorney in Fact
STATE OF NORTH CXROLINA
COUNTY or LINCOLN
I, a Notary Public of the aforesaid County and State, do hereby
certify that CLIFTON G. 3014E3 and wife, EVELYN D. JONES; ELLEN J. NIXON,
widow; FRANCES J. DUCKWORI*H, widow; VTVIAN J. MUNDY and husband, J. W.
MUNDY; ELMINA J. HOWIE, unmarried; and SIDNEY G. JONES and wife, MARTHA
H. JONES; 30 Aav1M ZS. P.LtPLE'L wmd hvsebtyid, CHARLES EUGENE HENLEY; and
JUDITH N. FARRIS and husband, BILLY CHARLES FARRIS each personally
appeared before me this day and acknowledged the due execution of the
foregoing instrument.
WITNESS my nand and Notarial Seal, this the 12th day of J ?e }
199 8 ,'•, ? .? / ...`!, {"Notary ubl1
MY Commission Expires: 9-17-99 ` 'A
4
.+,?? ..•? ,.,-, ?.?.. .w ?,. ? pcF- ?v-70 IC. JCr Rq, r-tlyC J/J
CA4
9401 lal?ARVU L
NORTH CAROLINA
LINCOLN COtINTY
I, /Y' A. UO)VA5 , do hereby certify that
Pgj ld R. Miller PeQav M. Sherrill, and Melvin D. Miller, attorneyvin
face for Alice _r_ Miller personally
appeared before me this day, and being by me duly sworn, says that they
executed the foregoing and annexed instrument for and in behalf of
Alice J Miller and that their authority
to execute and aekr?c+?ledge said is:atnvmwnr_ is contained in an tnetrvment
duly executed, acknowledged, and recorded in the nff ice of the Register
of Deeds of Lincoln County, N. C. on the 20th day of A oust
1997, in Book 1003, Page 640, and that this instrument was executed
under any by virtue of the authority given by said instrument granting
him power of attorney; chat, the said Donald R. Miller. ?edgy Ti-
Sherrill !ud Melvin D. Miller acknowledged the due execution of the
foregoing and annexed instrument for the purpoues therein expressed for
and in behalf of the said Alice LT. Miller.
WITNESS my hand and officical
NORTH CAROLINA
LINCOLN COUNTY
seal, this /?- day of e7LCNE
trot Public
The foregoing certificates of Nancy C. Setzer and H. A. Jonas
Notaries Public of Lincoln County, NC, are certified to be
correct.. Presented for registration and recorded this the 16th
day of June, 1998, at 10:55 A.M. in Hook 1051, Page 597.
ELAINE N. HARMON
Register, Doff Deeds or Lincoln County
BY: 1,.-7.tt I.?
a ..# - egiater of heeds (1c)
-1-ST
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
A ??
NCDENR
Division of Water Quality
August 20, 1998
Mr. Donald Munday
B.K. Barringer and Associates, P.A.
Suite 104 Westfield Center
Mooresville, NC 28115-8812
Subject: Waterside Landing
DWQ Project No. 980414
Lincoln County
DearMr. Munday:
The Wetlands Unit staff reviewed the stormwater management plans for the subject project and determined
that additional information is necessary to complete the technical review process. The required additional
information is as follows:
Trash Guard
Unprotected weir structures will experience clogging problems and increase the maintenance effort
required to keep the basin functioning properly. The Division recommended that a trash guard be
fitted on weir structures to prevent floating debris from interfering with performance.
2. Forebay
All stormwater wet detention basins are required to have a forebay to facilitate TSS removal. The
forebay should be approximately 20% of the total basin permanent pool volume. Reference
NCDENR Administrative Code Section 15A NCAC 211. 1000 Stormwater Management,
December 1995, Section.1008, item e.6 and NCDENR Stormwater Best Management Practices
Manual, November 1995, page 4, item I.e. Please revise the engineering plans to meet this
requirement.
Inlet/Outlet Structure Location
Please specify in the engineering plans the stormwater inlet location and any energy dissipating
structures that may be necessary.
Vegetated Side Slopes
Please specify the landscape information for the slopes above the permanent pool on the engineering
plans. Reference NCDENR Administrative Code Section 15A NCAC 211 .1000 Stormwater
Management, December 1995, Section.1008, item e.7 and e.8.
Vegetative Filter
Vegetative filters are required at the discharge outlet of all stormwater wet detention ponds. These
filters shall be at least 30 feet in length. Reference NCDENR Administrative Code Section 15A
4401 Reedy Creek Road, Raleigh, NC 27607 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
NCAC 2H .1000 Stormwater Management, December 1995, Section .1008, item c.4. Please
specify this on the engineering plans.
6. Access
Please specify access routes on the engineering plans.
7. Sediment Removal
If the basin is proposed to be used as a sediment basin during construction, the plans must clearly
indicate that accumulated sediment will be removed prior to implementation as a wet detention
basin. Reference NCDENR Administrative Code Section 15A NCAC 2H .1000 Stormwater
Management, December 1995, Section.1008, item c.7
8. Drainage Area
Please delineate the drainage area including offsite drainage to the basin. Reference NCDENR
Administrative Code Section 15A NCAC 2H .1000 Stormwater Management, December 1995,
Section .1008, item c.l
9. Operation and Maintenance Agreement
An operation and maintenance agreement is required. Reference NCDENR Administrative Code
Section 15A NCAC 2H.1000 Stormwater Management, December 1995, Section .1008, item i.
A stormwater control structure will not operate as designed without regular maintenance. Typical
requirements for an operation and maintenance plan include the following:
• Vegetation management/mowing schedule
• Semi-annual inspections
• Debris check after every storm event
• Benchmark for sediment removal (specific elevations listed)
• Designation of a responsible party
An example operation and maintenance plan is attached for your convenience. Please note that the
example plan is not site specific. Should you choose to use the example plan, it is necessary to
modify all of the "if" statements and provide specific benchmarks for sediment removal. The
operation and maintenance agreement must also be signed by the responsible party and notarized.
The requested information or a deadline extension request must be submitted within 30 days.
Division wetlands unit staff will strive to complete a final technical review within 10 working days of
receipt of the requested information. Completing the enclosed worksheet will greatly decrease the staff
review time. If you have any questions or would like to discuss this project, please contact me at (704)
733-1786.
Also, please be advised that the Division will not approve the subject stormwater management plan unless
the following additional requirements are met:
Waterside Landing Properties shall provide proof that it currently owns the site on which the
proposed pond will be built.
2. Waterside Landing must provide a schedule that specifies a deadline for completion of the pond. The
deadline must be agreed upon by the Division.
Waterside Landing must agree to a means, such as a bond, to assure that the pond will be constructed
according to the approved plans and according to the schedule in item no. 2, above.
If you have any questions regarding the above additional requirements, please feel free to call Mr. John
Dorney at [phone].
Sincerel
Todfl St. Jo
Environmental Engineer
Attachments
cc: John Dorney, Wetlands/401 Unit
Mooresville Regional Office
Central Files
B.K. BARRINGER & ASSOCIATES, P.A.
104 Westfield Center NC 150 and US 21
Mooresville, North Carolina 28115-8812
Telephone [phone] Fax [phone]
Architecture
Engineering
NJ Planning
rrvvlr?? ?:.
nr ra -E'

July 22, 1998
Mr. John R. Dorney
NCDENR, Division of Water Quality
Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, North Carolina, 27607
RE: Waterside Landing Mixed-use Development
Southeast Quadrant NC Hwy. 16 & NC Hwy. 73
!_incoln County, North Carolina
Dear Mr. Dorney:
6A
This reply is in response to your letter dated June 29, 1998. We have discussed this project with you
over the ^hcnz, u hzrc "1
net with ivir. 'Todd St. John of the Mooresville Regionz!
r y. w ?yy
office. As a result of these discussions, our intentions for proceeding are as follows.
Waterside Landing Properties, LLC will design a stormwater BMP on an approximately 32 acre tract
located in the northwest q adrant of the NC Hwy. 16 and NC Hwy. 73 intersection. This BMP will treat
run-off from a multi-family development with approximately the same amount of impervious area as
anticipated on the 20 acrd retail/commercial development. The BMP discharge receiving stream ties
into the same unnamed tr1butary to Forney Creek. We are currently awaiting survey information so that
we may complete our deslgn and establish a meets and bounds description for the area containing the
BMP.
Please advise if any items in this proposal need further explanation or are unacceptable. Thank you
for your assistance and cooperation with this project.
Sincerely,
B. K. BARRING, EER & ASSOCIA CES, P.A.
O
Donald L. Munday
N.C. Registration No. 17327
cc: Larry Griffin, Jr., Waterside Landing Properties, LLC
Mike Parker, NCDENR, Water Quality, Mooresville
D:BALI-ELSE,IFHCEHIPWLNWPDOC&WETLANDS DORI.-EY2.WPD
B.K. BARRINGER & ASSOCIATES, P.A. Architecture
104 Westfield Center NC 150 and US 21 Engineering
Mooresville, North Carolina 28115-8812 Planning
Telephone [phone] Fax [phone]
n ?i.v 1 !'998
August 7, 1998 ONISION
MQQRfSVIILE F,?.:v,;. ?inC
Mr. John R. Dorney
NCDENR, Division of Water Quality
Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, North Carolina, 27607
RE: Waterside Landing Mixed-use Development
Southeast Quadrant NC Hwy. 16 & NC Hwy. 73
Lincoln County, North Carolina
Dear Mr. Dorney:
Attached are three copies of proposed BMP plans and calculations which will be constructed on an
approximately 32 acre tract located in the northwest quadrant of the NC Hwy. 16 and NC Hwy. 73
intersection. I have included copies of earlier preliminary plans for the multi-family project which will be
modified to accommodate the BMP construction and permanent easement as shown on sheet PD-1.
Please review these plans and calculations and advise of any revision or additional information you
may need to issue our 401 water quality certification. Feel free to call and discuss the project with me
if you have any questions. Thank you for your assistance and cooperation with this project.
Sincerely,
B. K. BARRINGER & ASSOCIATES, P.A.
Donald L. Munday
N.C. Registration No. 17327
cc: Larry Griffin, Jr., Waterside Landing Properties, LLC
Mike Parker, NCDENR, Water Quality, Mooresville
DIALIFL-WOFFICF WVWN%% L III V.DS-.D,,RNF)'!N?TD
B.K. BARRINGER & ASSOCIATES, P.A. Architecture
104 Westfield Center NC 150 and US 21 Engineering
Mooresville, North Carolina 28115-8812 Planning
Telephone [phone] Fax (704) 6n64-
August 7, 1998 P' iG
W T? AS ,, I
y g
Mr. John R. Dorne 6" 0????6 lM'd
??TY cE., -R-
NCDENR, Division of Water,
Environmental Sciences Branch
4401 Reedy Creek Road °
Raleigh, North Carolina, 27607
RE: Waterside Landing Mixed-use Development
Southeast Quadrant NC Hwy. 16 & NC Hwy. 73
Lincoln County, North Carolina
Dear Mr. Dorney:
Attached are three copies of proposed BMP plans and calculations which will be constructed on an
approximately 32 acre tract located in the northwest quadrant of the NC Hwy. 16 and NC Hwy. 73
intersection. I have included copies of earlier preliminary plans for the multi-family project which will be
modified to accommodate the BMP construction and permanent easement as shown on sheet PD-1.
Please review these plans and calculations and advise of any revision or additional information you
may need to issue our 401 water quality certification. Feel free to call and discuss the project with me
if you have any questions. Thank you for your assistance and cooperation with this project.
Sincerely,
B. K. BARRINGER & ASSOCIATES, P.A.
Donald L. Munday
N.C. Registration No. 17327
cc: Larry Griffin, Jr., Waterside Landing Properties, LLC
Mike Parker, NCDENR, Water Quality, Mooresville
D W I WL F ()M(T1 WPWrK%NVPDI)('SAV 1'1 ANDS\D0RNEY3 ATD
a
WATER QUALITY BMP

STORMWATER CONTROL CALCULATIONS
FOR
WATERSIDE CROSSING PROPERTIES, LLC
SWQ NC HWY. 16 & NC HWY. 73
DENVER, LINCOLN COUNTY, NORTH CAROLINA
August 7, 1998
?. .?N C

Prepared For: ' ?

erties, LLC
Waterside
tr . I .•• p .

'Did
V
.",
545
West Trade St
reet ??
.
Charlotte, NC 28216
[phone]
Prepared By:
B. K. Barringer & Associates, P.A.
Suite 104 Westfield Center
125 East Plaza Drive
NC 150 & US-21
Mooresville, NC 28115
[phone]
Date:08107198
Job No.: 97-01-05-A Date: 08/04/98
Project: Waterside Landing Properties, LLC - Multi-Family Project
N.W.Q. of NC Hwy. 16 & 73, Lincoln Co., North Carolina
Water Quality Stormwater Calculations:
Watershed Classification: na
Maximum Impervious Cover: 70.00% Assumed
Acres SF
Total Project Area: 32.00 1,393,833
Area Within R/W and Buffers: 5.00 217,712.88
Net Site Area 27.00 1,176,120
Max. Allowable Impervious Area: 18.90 823;284
Total Watershed Area: 32.00 1,393,833
Total Project Area: 27.00 1,176,120
Proposed Project Impervious Areas: 18.90 823,284
Actual Percentage of Impervious Cover: 70.00% Percent USE 70.00%
Permanent Pool Depth: 4.00 Feet
SA/DA Ration From Chart: 2.27 For 85% Efficiency
Perm. Pool Surface Area Required: 0.61 =-28,898 Square Feet
Calculate Volume of 1 " Storm Using Rv Method:
Vol, of 1" Storm = 1.5300 Acre-Feet ---66;647, Cubic Feet
Calculate peak discharge using Rational Equation: Q-10 Q-25 Q-50 Q-100
Runoff coefficient "c": 0.6 130.55 145.91 159.35 172.79
Size Orifice For Drawdown of 1 " Storm in 2 Days:
Max. Required Flow for Orifice: 0.3857 CFS
Average Head ((Riser - WS)/2): 1.02 Feet
Using Orifice Eqn. The Area Req'd. is: 11.3993 Sq. Inches
Required Diameter: 3.81 Inches, Us 3.00 Inch Diameter
Resultant Drawdown Time: 77.41 Hours 3.23 Days- O.K.
Size Anti-floatation Block for Riser:
Weight of Water Displaced:
Band Dead Weight.of Box:
Weight of doncrete Required:
Volume of Concrete Required:
Use Concrete Anchor Dim:
Volume of Concrete Provided:
Length Width Depth
2 3 6.45 Precast Concrete Box
5204.16 Pounds
1937.06 Pounds
3757.17 Pounds (1.15 * Net Uplift Force)
42.89 Cubic Feet o 1.59 Cubic Yards
6 Feet Wide 6 Feet Long 18 Inches Deep
54.00 Cubic Feet - O.K. 2.00 Cubic Yards
Design Elevations:
Bottom= 734.00
W.S. Elev.= 738.00
Top of Riser= 740.05
Spillway = 742.00
To of Berm= 744.00
Page 1 of 2
. F rG??? rr.ES.v1 ['?.., ? ,•+?rl i : N'N:
Date:08/07198 Page 2 of 2
Job No.: 97-01-05-A Date: 08/04/98
Project: Waterside Landing Properties, LLC - Multi-Family Project
N.W.Q. of NC Hwy. 16 & 73, Lincoln Co., North Carolina
Surface Area to Drainage Area Ration (SAIDA) for Permanent Poo/ Sizing
For 85% Pollutant Removal Efficiency
Impervious % 3.0 4.0 5.0 6.0 7.0 8.0 9.0

10 0.59 0.49 0.43 0.35 0.31 0.29 0.26
20 0.97 0.79 0.70 0.59 0.51 0.46 0.44
30 1.34 1.08 0.97 0.85 0.70 0.64 0.62
40 1.73 1.43 1.25 1.03 0.90 0.82 0.77
50 2.00 1.73 1.50 1.33 1.09 1.00 0.92
60 2.39 2.03 1.66 1.51 1.29 1.17 1.10
70 2.75 2.27 1.96 1.79 1.48 1.35 1.29
Dimensions based on 3 TO 1 SIDE SLOPES
Height Above NP Elev. 0 1 2 3 4 5 6
Estimated Width in Feet 116 122 128 134 140 146 152
Estimated Length in Feet 231 237 243 249 255 261 267
Est. Surface Area 26,698 28,814 31,001 33,261 35,593 37,996 40,472
"INCREMENTAL VOLUME 27,749 29,901 32,124 34,420 36,788 39,228
"CUMULATIVE VOLUME 27,749 57,650 89,774 124,195 160,982 200,210
** STORAGE VOLUME MEASURED ABOVE NORMAL POOL
Forage Re uirad: 66,647
Stora a Provided: 89,774 at 3 Feet Above Normal Pool

Actual Elevation: 738 739 740 741 742 743 744
Height Above NP Elev. 0 1 2 3 4 5 6
Actual Surface Area -49,145 32,707 36,357 40,097 43,925 47,842 51,848
**INCREMENTAL VOLUME 30,909 34,516 38,212 41,996 45,870 49,832
**CUMULATIVE VOLUME 30,909 65,425 103,637 145,633 191,503 241,334
** STORAGE VOLUME MEASURED ABOVE NORMAL POOL
Actual Storage Provided: -&6,647- at 2.05 Feet Above Normal Pool
,_name E'OPpo,';f:-Er?'C t 4! L7:'f.:
Data for ncl6mult Page 1
10 YEAR TYPE II 24-HOUR RAINFALL= 4.8 IN
Prepared by B.K. Barringer & Associates, P.A. 5 Aug 98
HydroCAD 4 .51 000898 (c) 1986-1996 Applied Microcomputer Systems
WATERSHED ROUTING
O

O SUBCATCHMENT [-] REACH
SUBCATCHMENT 1 =
POND 1 = Water Quality BMP
A POND
LINK
-> POND 1
Data for ncl6mult Page 2
10 YEAR TYPE II 24-HOUR RAINFALL= 4.8 IN
Prepared by B.K. Barringer & Associates, P.A. 5 Aug 98
HVdroCAD 4 .51 000898 (c) 1986-1996 Applied Microcomputer Systems
RUNOFF BY SCS TR-20 METHOD: TYPE II 24-HOUR RAINFALL= 4.8 IN, SCS U.H.
RUNOFF SPAN = 5-20 HRS, dc= .10 HRS, 151 POINTS
SUBCAT AREA Tc WGT'D PEAK Tpeak VOL
NUMBER (ACRE) (MIN) --GROUND COVERS (%CN)-- CN C (CFS) (HRS) (AF)

1 32.00 18.4 78%85 22070 - - 82 - 103.7 12.06 7.16

Data for ncl6mult Page 3
10 YEAR TYPE II 24-HOUR RAINFALL= 4.8 IN
Prepared by B.K. Barringer & Associates, P.A. 5 Aug 98
HydroCAD 4 .51 000898 (c) 1986-1996 Applied Microcomputer Systems
POND ROUTING BY STOR-IND METHOD
POND START FLOOD PEAK PEAK ----- - PEAK FLOW -- ----- ---Qout---
NO. ELEV. ELEV. ELEV. STORAGE Qin Qout Qpri Qsec ATTEN. LAG
(FT) (FT) (FT) (AF) (CFS) (CFS) (CFS) (CFS) (%) (MIN)

1 738.0 744.0 741.9 4.64 103.7 31.63 31.63 70 20.1
Data for ncl6mult Page 4
10 YEAR TYPE II 24-HOUR RAINFALL= 4.8 IN
Prepared by B.K. Barringer & Associates, P.A. 5 Aug 98
HydroCAD 4 .51 000898 (c) 1986-1996 Applied Microcomputer Systems
SUBCATCHMENT 1
PEAK= 103.7 CFS @ 12.06 HRS, VOLUME= 7.16 AF
ACRES CN SCS TR-20 METHOD
25.00 85 Residential Multi Family TYPE II 24-HOUR
7.00 70 Open/Natural Areas RAINFALL= 4.8 IN
32.00 82 SPAN= 5-20 HRS, dt=.1 HRS
Method Comment Tc (min)
CURVE NUMBER (LAG) METHOD Segment ID: 18.4
L=1500' s=.05
SUBCATCHMENT 1 RUNOFF
100
AREA= 32 AC
90 Tc= 18.4 MIN
80 CN= 82
70 SCS TR-20 METHOD
LO TYPE II 24-HOUR
U 60 RAINFALL= 4.8 IN
`J 50-
PEAK= 103.7 CFS
3 40 @ 12.06 HRS
UOLUME= 7.16 AF
30- 20
10
eLn ?D CO 0-) m N M d- Ln lD I-- co m m
TIME (hours)
Data for ncl6mult Page 5
10 YEAR TYPE II 24-HOUR RAINFALL= 4.8 IN
Prepared by B.K. Barringer & Associates, P.A. 5 Aug 98
HydroCAD 4 .51 000898 (c) 1986-1996 Applied Microcomputer Systems
SUBCATCHMENT 1 RUNOFF PEAK= 103.7 CFS @ 12.06 HOURS
HOUR
5.00
6.00
7.00
8.00
9.00
10.00
11.00
12.00
1.00
14'. 0 0
15.00
16.00
17.00
18.00
19.00
20.00
0.00 .10 .20 .30 .40 .50 .60 .70 .80 .90
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 .1 .1 .1 .1 .2 .2 .2 .3 .3
.3 .3 .4 .4 .5 .5 .6 .6 .7 .8
.8 .9 1.0 1.0 1.1 1.1 1.2 1.3 1.3 1.4
1.6 1.7 1.8 2.0 2.2 2.4 2.6 2.8 3.1 3.4
3.8 4.2 4.7 5.4 6.2 7.1 9.1 15.9 31.0 59.4
97.0 101.1 70.1 43.4 29.7 21.9 17.0 13.7 11.7 10.4
9.6 8.9 8.3 7.8 7.4 7.0 6.6 6.3 6.0 5.7
5.5 5.2 5.0 4.9 4.8 4.7 4.6 4.5 4.4 4.3
4.2 4.1 4.0 3.9 3.8 3.8 3.7 3.6 3.5 3.4
3.3 3.2 3.1 3.1 3.0 3.0 3.0 2.9 2.9 2.9
2.8 2.8 2.8 2.7 2.7 2.7 2.6 2.6 2.6 2.5
2.5 2.5 2.4 2.4 2.4 2.3 2.3 2.3 2.2 2.2
2.2 2.1 2.1 2.1 2.1 2.0 2.0 1.9 1.9 1.9
1.8
Data for ncl6mult Page 6
10 YEAR TYPE II 24-HOUR RAINFALL= 4.8 IN
Prepared by B.K. Barringer & Associates, P.A. 5 Aug 98
HydroCAD 4.51 000898 (c) 1986-1996 Applied Microcomputer Systems
POND 1
Water Quality BMP
Qin = 103.7 CFS @ 12.06 HRS, VOLUME= 7.16 AF
Qout= 31. 63 CFS @ 12. 40 HRS, VOLUME= 5.46 AF, ATTEN= 70%, LAG= 20.1 MIN
Qpri= 31. 63 CFS @ 12. 40 HRS, VOLUME= 5.46 AF
Qsec= 0. 00 CFS @ 0. 00 HRS, VOLUME= 0.00 AF
ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD
_ (FT) (SF) (CF) (CF) PEAK STORAGE = 202261 CF
734.0 5761 0 0 PEAK ELEVATION= 741.9 FT
735.0 8657 7209 7209 FLOOD ELEVATION= 744.0 FT
736.0 11652 10155 17364 START ELEVATION= 738.0 FT
736.8 14740 10557 27920 SPAN= 5-20 HRS, dt=.1 HRS
737.0 25673 4041 31961 Tdet= 160.8 MIN (4.1 AF)
738.0 829145 27409 59370
739.0 32707 30926 90296
740.0 36357 34532 124828
741.0 40097 38227 163055
742.0 43925 42011 205066
743.0 47842 45884 250950
744.0 51848 49845 300795
# ROUTE INVERT OUTLET DEVICES
1 P 734.0' 24" CULVERT
n=.022 L=10 0' S=021 /' Ke=.5 Cc=.9 Cd=.6 TW=7 30'
2 1 740.1' 2' x 3' ORIF ICE/GRATE
Q=.6 Width 2 /3 SQR(2g) (H"1.5 - [H-Height]-l.5)
3 1 740.1' 10' SHARP-CR ESTED RECT ANGULAR WEIR
Q=C L H-1.5 C=3.27+.4 H/1 L=Length-2(.1 H)
4 S 742.0' 10' BROAD-CR ESTED RECT ANGULAR WEIR
Q=C L H^1.5 C=3.3, 0, 0, 0, 0, 0, 0, 0
Primary Discharge
?--1=Culvert
-2=Orifice/Grate
3=Sharp-Crested Rectangular Weir
Secondary Discharge
I-4=Broad-Crested Rectangular Weir
POND 1 TOTAL DISCHARGE (CFS) vs ELEVATION
FEET
734.0
735.0
736.0
737.0
738.0
739.0
740.0
741.0
742.0
743.0
744.0
0.0 .1 .2 .3 .4 .5 .6 .7 .8 .9
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 1.2 3.6 6.6 10.2 14.4 19.1 24.3 29.5
29.7 29.9 30.1 30.3 30.6 30.8 31.0 31.2 31.4 31.6
31.8 33.0 35.1 37.8 40.9 44.4 48.3 52.5 56.9 61.7
66.7 72.0 77.4 83.2 89.1 95.2 101.6 108.1 114.9 121.8
128.9
Data for ncl6mult Page 7
10 YEAR TYPE II 24-HOUR RAINFALL= 4.8 IN
Prepared by B.K. Barringer & Associates, P.A. 5 Aug 98
HydroCAD 4 .51 000898 (c) 1986-1996 Applied Microcomputer Systems
POND 1 PRIMARY DISCHARGE (CFS) vs ELEVATION
FEET 0.0 .1 .2 .3 .4 .5 .6 .7 .8 .9
734.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
735.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
736.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
737.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
738.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
739.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
740.0 0.00 0.00 1.25 3.56 6.59 10.23 14.41 19.10 24.26 29.50
741.0 29.71 29.93 30.14 30.34 30.55 30.76 30.96 31.16 31.37 31.57
742.0 31.77 31.96 32.16 32.36 32.55 32.74 32.93 33.13 33.32 33.50
'743.0 33.69 33.88 34.06 34.25 34.43 34.62 34.80 34.98 35.16' 35.34
744.0 35.51
POND 1 SE CONDARY DISCHARGE (CFS ) vs ELEVATION
FEET 0.0 .1 .2 .3 .4 .5 .6 .7 .8 .9
734.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
735.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
736.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
737.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
738.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
739.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
740.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
741.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
742.0 0.00 1.04 2.95 5.42 8.35 11.67 15.34 19.33 23.61 28.18
743.0 33.00 38.07 43.38 48.91 54.56 60.62 66.79 73.15 79.69 86.43
744.0 93.34
Data for ncl6mult Page 8
10 YEAR TYPE II 24-HOUR RAINFALL= 4.8 IN
Prepared by B.K. Barringer & Associates, P.A. 5 Aug 98
HydroCAD 4 .51 000898 (c) 1986-1996 Applied Microcomputer Systems
POND 1 DISCHARGE
Water Quality BMP
744 Pr i _ sec -tot

743 --_---
10' -BRO-AD-CRESTED
? RECTANGULAR WEIR sec
742 - _ _
741
v pr i
I R
& 2' x
EC-TA 9GULAR WE I CE/GRATE pr i
3' OR
I F
748 _
_
_ -
-
z
0 739
H
Q 738

W 737

w 736
735 -
4'' ULU RT ri
734
m m m m m m m m m m CS) m CD
N m V LCD lD I? OD 0) m -- N
DISCHARGE (cfs)
Data for ncl6mult Page 9
10 YEAR TYPE II 24-HOUR RAINFALL= 4.8 IN
Prepared by B.K. Barringer & Associates, P.A. 5 Aug 98
HydroCAD 4 .51 000898 (c) 1986-1996 Applied Microcomputer Systems
POND 1 INFLOW & OUTFLOW
dater Quality BMP
lee
STOR- IND METHOD
90 PEAK STOR= 202261 CF
PEAK ELEU = 741.9 FT
80
. 70 Qin= 103,7 CFS
LO Qout= 31.63 CFS
U 60 Qpri= 31.63 CFS
50 Qsec = 0.00 CFS
LAG = 20.1 MIN
0 40

30 ,

20
- I ?

e

0 Ln OD m m N rr1 - LCD tD I? 00 0? m

TIME (hours)
POND 1 INFLOW PEAK= 103.7 CFS @ 12.06 HOURS
HOUR 0.00 .10 .20 .30 .40 .50 .60 .70 .80 .90
5.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
6.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
7.00 0.0 .1 .1 .1 .1 .2 .2 .2 .3 .3
8.00 .3 .3 .4 .4 .5 .5 .6 .6 .7 .8
9.00 .8 .9 1.0 1.0 1.1 1.1 1.2 1.3 1.3 1.4
10.00 1.6 1.7 1.8 2.0 2.2 2.4 2.6 2.8 3.1 3.4
11.00 3.8 4.2 4.7 5.4 6.2 7.1 9.1 15.9 31.0 59.4
12.00 97.0 101.1 70.1 43.4 29.7 21.9 17.0 13.7 11.7 10.4
13.00 9.6 8.9 8.3 7.8 7.4 7.0 6.6 6.3 6.0 5.7
14.00 5.5 5.2 5.0 4.9 4.8 4.7 4.6 4.5 4.4 4.3
15.00 4.2 4.1 4.0 3.9 3.8 3.8 3.7 3.6 3.5 3.4
16.00 3.3 3.2 3.1 3.1 ,3.0 3.0 3.0 2.9 2.9 2.9
17.00 2.8 2.8 2.8 2.7 2.7 2.7 2.6 2.6 2.6 2.5
18.00 2.5 2.5 2.4 2.4 2.4 2.3 2.3 2.3 2.2 2.2
19.00 2.2 2.1 2.1 2.1 2.1 2.0 2.0 1.9 1.9 1.9
20.00 1.8-
Data for ncl6mult Page 10
10 YEAR TYPE II 24-HOUR RAINFALL= 4.8 IN
Prepared by B.K. Barringer & Associates, P.A. 5 Aug 98
HydroCAD 4 .51 000898 (c) 1986-1996 Applied Microcomputer Systems
POND 1 TOTAL OUTFLOW PEAK= 31.63 CFS @ 12.40 HOURS
HOUR 0.00 10 .20 .30 .40 .50 .60 .70 .80 .90
5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
8.00 0.00 0.00 0.00 0.00 0.1)0 0.00 0.00 0.00 0.00 0.00
9.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
11.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
12.00 9.29 30.14 31.11 31.55 31.63 31.53 31.33 31.05 30.73 30.39
13.00 30.03 29.65 24.12 17.92 14.21 11.90 10.23 9.13 8.27 7.57
14.00 7.00 6.53 6.18 5.87 5.61 5.38 5.19 5.02 4.87 4;.74
15.00 4.62 4.50 4.39 4.29 4.19 4.09 4.00 3.90 3.81 3.71
16.00 3.62 3.54 3.46 3.39 3.33 3.27 3.21 3.16 3.11 3.07
17.00 3.03 2.99 2.95 2.91 2.87 2.84 2.80 2.77 2.73 2.70
18.00 2.67 2.63 2.60 2.57 2..53 2.50 2.47 2.43 2.40 2.37
19.00 2.33 2.30 2.27 2.24 2.20 2.17 2.14 2.10 2.07 2.04
20.00 2.00
POND 1 PRIMARY OUTFLOW PEAK= 31.63 CFS @ 12.40 HOURS
HOUR
5.00
6.00
7.00
8.00
9.00
10.00
11.00
12.00
13.00
14.00
15.00
16.00
17.00
18.00
19.00
20.00
0.00 10 .20 .30 .40 .50 .60 .70 .80 .90
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Q.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00. 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
9.29 30.14 31.11 31.55 31.63 31.53 31.33 31.05 30.73 30.39
30.03 29.65 24.12 17.92 14.21 11.90 10.23 9.13 8.27 7.57
7.00 6.53 6.18 5.87 5.61 5.38 5.19 5.02 4.87 4.74
4.62 4.50 4.39 4.29 4.19 4.09 4.00 3.90 3.81 3.71
3.62 3.54 3.46 3.39 3.33 3.27 3.21 3.16 3.11 3.07
3.03 2.99 2.95 2.91 2.87 2.84 2.80 2.77 2.73 2.70
2.67 2.63 2.60 2.57 2.53 2.50 2.47 2.43 2.40 2.37
2.33 2.30 2.27 2.24 2.20 2.17 2.14 2.10 2.07 2.04
2.00
Data for ncl6mult Page 11
10 YEAR TYPE II 24-HOUR RAINFALL= 4.8 IN
Prepared by B.K. Barringer & Associates, P.A. 5 Aug 98
HydroCAD 4.51 000898 (c) 1986-1996 Applied Microcomputer Systems
POND 1 SECONDARY OUTFLOW PEAK= 0.00 CFS @ 0.00 HOURS
HOUR
5.00
6.00
7.00
8.00
9.00
10.00
11.00
12.00
13.00
14.00
15.00
16.00
17.00
18.00
19.00
20.00
0.00 .10 .20 .30 .40 .50 .60 .70 .80 .90
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.D0 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00
Data for ncl6mult Page 12
100 YEAR TYPE II 24-HOUR RAINFALL= 7.0 IN
Prepared by B.K. Barringer & Associates, P.A. 5 Aug 98
HydroCAD 4.51 000898 (c) 1986-1996 Applied Microcomputer Systems
SUBCATCHMENT 1
PEAK= 173.3 CFS @ 12.06 HRS, VOLUME= 12.23 AF
ACRES CN SCS TR-20 METHOD
25.00 85 Residential Multi Family TYPE II 24-HOUR
7.00 70 Open/Natural Areas RAINFALL= 7.0 IN
32.00 82 SPAN= 5-20 HRS, dt=.1 HRS
Method Comment Tc (min)
CURVE NUMBER (LAG) METHOD Segment ID: 18.4
L=1500' s=.05 '/'
SUBCATCHMENT 1 RUNOFF
170
160
150
148
130
120
LO 110
U 100
90
80
3 70
0 60
50
40
30
20
10
e
Ln
AREA= 32 AC
Tc= 18.4 MIN
CN= 82
SCS TR-20 METHOD
TYPE II 24-HOUR
RAINFALL= 7,0 IN
PEAK= 173.3 CFS
@ 12.06 HRS
UOLUM?= 12.23 AF
TIME (hours)
?D I? 00 O? m N M ST- n lD r- CC) M m
Data for ncl6mult Page 13
100 YEAR TYPE II 24-HOUR RAINFALL= 7.0 IN
Prepared by B.K. Barringer & Associates, P.A. 5 Aug 98
HydroCAD 4.51 000898 (c) 1986-1996 Applied Microcomputer Systems
SUBCATCHMENT 1 RUNOFF PEAK= 173.3 CFS @ 12.06 HOURS
HOUR
5.00
6.00
7.00
8.00
9.00
10.00
11.00
12.00
13.00
14.00
15.00
16.00
17.00
18.00
19.00
20.00
0.00 .10 .20 .30 .40 .50 .60 .70 .80 .90
0.0 0.0 0.0 0.0 .1 .1 .1 .2 .2 .3
.3 .4 .4 .4 .5 .5 .6 .6 .7 .7
.8 .8 .9 .9 1.0 1.0 1.1 1.1 1.2 1.2
1.3 1.3 1.4 1.5 1.6 1.7 1.8 2.0 2.1 2.2
2.4 2.5 2.7 2.8 2.8 2.9 3.0 3.1 3.3 3.5
3.7 3.9 4.2 4.5 4.9 5.3 5.6 6.1 6.6 7.2
7.9 8.6 9.5 10.7 12.2 13.8 17.4 29.7 56.2 103.9
164.2 168.0 115.2 70.8 48.0 35.2 27.1 21.8 18.6 16.5
15.1 14.0 13.0 12.3 11.6 11.0 10.4 9.9 9.5 9.0
8.6 8.2 7.9 7.6 7.4 7.3 7.1 7.0 6.8 67
6.6 6.4 6.3 6.1 6.0 5.9 5.7 5.6 5.4 5.3
5.1 5.0 4.9 4.8 4.7 4.7 4.6 4.6 4.5 4.5
4.4 4.4 4.3 4.3 4.2 4.2 4.1 4.0 4.0 3.9
3.9 3.8 3.8 3.7 3.7 3.6 3.6 3.5 3.5 3.4
3.4 3.3 3.3 3.2 3.2 3.1 3.1 3.0 3.0 2.9
2.9
Data for ncl6mult Page 14
100 YEAR TYPE II 24-HOUR RAINFALL= 7.0 IN
Prepared by B.K. Barringer & Associates, P.A. 5 Aug 98
HydroCAD 4.51 000898 (c) 1986-1996 Applied Microcomputer Systems
POND 1
Water Quality BMP
Qin = 173.3 CFS @ 12.06 HRS, VOLUME= 12.23 AF
Qout= 91. 79 CFS @ 12. 26 HRS, VOLUME= 10.48 AF, ATTEN= 471r, LAG= 12.2 MIN
Qpri= 34. 51 CFS @ 12. 26 HRS, VOLUME= 8.26 AF
Qsec= 57. 28 CFS @ 12. 26 HRS, VOLUME= 2.22 AF
ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD
(FT) (SF) (CF) (CF) PEAK STORAGE = 272288 CF
734.0 5761 0 0 PEAK ELEVATION= 743.4 FT
735.0 8657 7209 7209 FLOOD ELEVATION= 744.0 FT
736.0 11652 10155 17364 START ELEVATION= 738.0 FT
736.8 14740 10557 27920 SPAN= 5-20 HRS, dt=.1 HRS
737.0 25673 4041 31961 Tdet= 123.4 MIN (9.12 AF)
738.0 29145 27409 59370
739.0 32707 30926 90296
740.0 36357 34532 124828
741.0 40097 38227 163055
742.0 43925 42011 205066
743.0 47842 45884 250950
744.0 51848 49845 300795
# ROUTE INVERT OUTLET DEVICES
1 P 734.0' 24" CULVERT
n=.0 22 L=10 0' S=.02'/' Ke=.5 Cc=.9 Cd=.6 TW=7 30'
2 1 740.1' 2' x 3' ORIF ICE/GRATE
Q=.6 Width 2 /3 SQR(2g) (H^1.5 - [H-Height]"1.5)
3 1 740.1' 10' SHARP-CRESTED RECTANGULAR WEIR
Q=C L H^1.5 C=3.27+.4 H/1 L=Length-2(.1 H)
4 S 742.0' 10' BROAD-CRESTED RECTANGULAR WEIR
Q=C L H^1.5 C=3.3, 0, 0, 0, 0, 0, 0, 0
Primary Discharge
L-1=Culvert
2=Orifice/Grate
-3=Sharp-Crested Rectangular Weir
Secondary Discharge
I 4=Broad-Crested Rectangular Weir
POND 1 TOTAL DISCHARGE (CFS) vs ELEVATION
FEET
734.0
735.0
736.0
737.0
738.0
739.0
740.0
741.0
742.0
743.0
744.0
0.0 .1 .2 .3 .4 .5 .6 .7 .8 .9
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0- 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
0.0 0.0 1.2 3.6 6.6 10.2 14.4 19.1 24.3 29.5
29.7 29.9 30.1 30.3 30.6 30.8 31.0 31.2 31.4 31.6
31.8 33.0 35.1 37.8 40.9 44.4 48.3 52.5 56.9 61.7
66.7 72.0 77.4 83.2 89.1 95.2 101.6 108.1 114.9 121.8
128.9
Data for ncl6mult Page 15
100 YEAR TYPE II 24-HOUR RAINFALL= 7.0 IN
Prepared by B.K. Barringer & Associates, P.A. 5 Aug 98
HydroCAD 4 .51 000898 (c) 1986-1996 Applied Microcomputer Systems
POND 1 PRIMARY DISCHARGE (CFS) vs ELEVATION
FEET 0.0 .1 .2 .3 .4 .5 .6 .7 .8 .9
734.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
735.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
736.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
737.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
738.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
739.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
740.0 0.00 0.00 1.25 3.56 6.59 10.23 14.41 19.10 24.26 29.50
741.0 29.71 29.93 30.14 30.34 30.55 30.76 30.96 31.16 31.37 31.57
742.0 31.77 31.96 32.16 32.36 32.55 32.74 32.93 33.13 33.32 33.50
743.0 33.69 33.88 34.06 34.25 34.43 34A2 34.80 34.98 35.16 35.34
744.0 35.51
POND 1 SE CONDARY DISCHARGE(CFS ) vs ELEVATION
FEET 0.0 .1 .2 .3 .4 .5 .6 .7 .8 .9
734.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
735.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
736.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
737.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
738.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
739.0 0.00 0.00 0.00 0.00 0.00 0:00 0.00 0.00 0.00 0.00
740.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
741.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
742.0 0.00 1.04 2.95 5.42 8.35 11.67 15.34 19.33 23.61 28.18
743.0 33.00 38.07 43.38 48.91 54.66 60.62 66.79 73.15 79.69 86.43
744.0 93.34
Data for ncl6mult Page 16
100 YEAR TYPE II 24-HOUR RAINFALL= 7.0 IN
Prepared by B.K. Barringer & Associates, P.A. 5 Aug 98
HvdroCAD 4.51 000898 (c) 1986-1996 AT)Dlied Microcomputer Systems
POND 1 DISCHARGE
Water Quality BMP
7,44 pr i - sec -tot
7,43 - 10'B ROAD CRESTED RECTANGULAR WEIR sec
742 -- - - - - - - - - - - - - - - - - - - - -
741
740 F-C-T A9 ULAR WE-IR- pr i_ 8 2'-x-3-' ORIF-ICE/GRATE_ pr i
z
0 739
H
Q 738
W 737
I 736
735
7341 ?4'' ?ULUf RT ,pr i
m m m m m m m m m m m m m
N m ;I" Ln 0 (- co m m ? N
DISCHARGE (cfs)
Data for ncl6mult Page 17
100 YEAR TYPE II 24-HOUR RAINFALL= 7.0 IN
Prepared by B.K. Barringer & Associates, P.A. 5 Aug 98
HvdroCAD 4.51 000898 (c) 1986-1996 Applied Microcomputer Systems
POND 1 INFLOW & OUTFLOW
Water Quality BMP
170
160
150
140
130
120
LO 110
100
80
3 70
0 60
58
40
30
20
18
0Ln
STOR-IND METHOD
PEAK STOR= 272288 CF
PEAK ELEU= 743.4 FT
I
Lf -a
Qin= 173.3 CFS
Qcut= 91.79 CFS
Qpri= 34.51 CFS
Qsec= 57.28 CFS
LAG= 12.2 MIN
lD I- m C m N m N Ln tD f- m m m
N
TIME (hours)
Data for ncl6mult Page 18
100 YEAR TYPE II 24-HOUR RAINFALL= 7.0 IN
Prepared by B.K. Barringer & Associates, P.A. 5 Aug 98
HydroCAD 4 .51 000898 (c) 1986-1996 Applied Microcomputer Systems
POND 1 PRIMARY OUTFLOW PEAK= 34.51 CFS @ 12.26 HOURS
HOUR 0.00 .10 .20 .30 .40 .50 .60 .70 .80 .90
5.00 0.00 0.00 0.00 0.00 O.J0 0.00 0.00 0.00 0.00 0.00
6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
9.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
11.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 2.37 13.50 29.96
12.00 31.77 33.56 34.45 34.48 34.14 33.71 33.26 32.86 32.51 32.20
13.00 31.91 31.63 31.32 31.00 30.67 30.33 29.98 29.62 23.93 18.26
14.00 14.84 12.68 11.16 10.06 9.32 8.75' 8.30 7.94 7.64 7.39
15.00 7.17 6.97 6.79 6.62 6.48 6.34 6.20 6.06 5.92 5.77
16.00 5.63 5.49 5.35 5.22 5.11 5.00 4.91 4.83 4.76 4.69
17.00 4.62 4.56 4.51 4.45 4.39 4.34 4.29 4.23 4.18 4.13
18.00 4.08 4.02 3.97 3.92 3.87 3.82 3.77 3.71 3.66 3.61
19.00 3.56 3.52 3.48 3.43 3.39 3.34 3.29 3.24 3.19 3.14
20.00 3.09
POND 1 SECONDARY OUTFLOW PEAK= 57.28 CFS @ 12.26 HOURS
HOUR 0.00 .10 .20 .30 .40 .50 .60 .70 .80 .90
5.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
6.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
7.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
8.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
9.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
10.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
11.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
12.00 0.00 29.66 55.11 56.34 45.65 33.52 22.46 13.96 7.75 3.44
13.00 .79 0.00 0.00 0.00 0.00 0.00 0.00 0.0,0 0.00 0.00
14.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
15.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
16.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
17.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
18.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
19.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
20.00 0.00
?' ? > / 5 EA / L-
1. ?f/ '% ?-.. •? / / ??. . ?.
?t-w Lf
:;
Affln T?
NAN
?' ? ; ? ? _ ? _ ' ?\1 ?• ? ?C\ ?J1y ?, ? • 11 ??, ?' •`? ?
l???
X/ r
?..
USGS QUAD MAP WATERSIDE CROSSING MIXED USE DEVELOPMENT B.K. BARRINGER & ASSOCIATES, P.A.
EXISTING TOPO SOUTHEAST QUADRANT of ENGINEER/DESIGNER/PLANNER
NC HWY. 16 & NC HWY. 73 104 WESTFIELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Corolino 28115
[phone]
2000
SCALE: 1`=2000• PAG E 1
0 1"=2000• 4000 DATE: 02/17/98
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
NC ENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 29, 1998
DWQ Project # 980414
Lincoln County
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Waterside Landing Properties, LLC
1545 West Trade Street
Charlotte, NC 28216
Dear Sirs:
The Division of Water Quality has reviewed your plans for the discharge of fill material into 0.6 acres of streams
and/or wetlands located at NC 16 and NC 73 (Waterside Crossing) in Lincoln County for commercial development.
Based on this review, we have identified significant uses, which would be removed or degraded by this project. These
uses are pollutant removal and aquatic life uses. Furthermore, insufficient evidence is present in our files to conclude
that your project must be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H .0506.
Therefore, unless modifications of the proposal are made as described below, we will have to move toward denial of
your 401 Certification as required by 15A NCAC 2H .0507(e) and will place this project on hold as incomplete until we
receive this additional information. Until we receive additional information, we are requesting (by copy of this letter)
that the U.S. Army Corps of Engineers place your project on administrative hold. We understand from conversations
with the Corps of Engineers that due to the date of construction, this project is eligible for Nationwide Permit 26. Since
fill has exceeded one-third acre, a Certification from DWQ is still required.
Please provide us with information supporting your position that states your project must be constructed as
planned and that you have no practicable alternative to placing fill in these waters and/or wetlands. Specifically can you
construct your development with less than one-third acre of fill? Any documentation such as maps and narrative that
you can supply to address alternative designs for your project may be helpful in our review of your 401 Certification.
Also this project will require compensatory mitigation as described in 15A NCAC 2H .0506(h). Your mitigation
proposal is insufficient because none was proposed. Also a wet detention pond will be required to protect downstream
uses.
Please respond within two weeks of the date of this letter by sending a copy of this information to me and one
copy to Mr. Mike Parker, Mooresville Regional Office at 919 North Main St. Mooresville NC 28115. If we do not
hear from you in two weeks, we will assume that you no longer want to pursue this project and we will consider the
project as withdrawn. I can be reached at 919-733-1786 if you have any questions.
Si er ly,
Joh R. Dorney-
Wa r Quality Certification Program
cc: Mooresville DWQ Regional Office
Wilmington Office Corps of Engineers
Central Files
John Domey
Asheville Field Office Corps of Engineers
John Parker, DCM
Larry Griffin, Griffin Brothers Properties
Donald Munday, B.K. Barringer and Associates
980414.nty
Division of Water Quality • Non-Discharge Branch
4401 Reedy Creek Rd., Raleigh, NC 27626-0535 • Telephone [phone] • FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post-consumer paper
January 21, 1998
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Larry Griffin, Sr.
Griffin Brothers Companies
15300 Holbrooks Road
Huntersville, NC 28078
SUBJECT: NOTICE OF VIOLATION
Waterside Crossing
Lincoln County
Dear Mr. Griffin: Q ;'1 N^
On January 12, 1998 Mr. Eric Fleek and Mr. ike Parker from the North Carolina Division of Water Quality
(NCDWQ) met with you and your representatives: R4dlfer, Sonia Perillo, Larry Griffin Jr., Donald Munday, and
B.K. Barringer. This meeting was the result of various violations of State and Federal wetland regulations.
As a result of this inspection, it was determined that approximately 600' of stream has been placed in culvert
without proper authorization and that an undetermined quantity of wetlands (<1 acre) had also been filled without the
proper Federal and State authorization. These actions are violations of the Federal Clean Water Act.
As was discussed during the site visit, in addition to the 2:1 stream mitigation required of you by the U.S.
Army Corps of Engineers (USACOE), you will also be required by Section 401 of the Federal Clean Water Act to
comply with additional conditions required by NCDWQ. These requirements will include (but may not be limited to)
the installation and maintenance of a stormwater pond. This requirement was the main focus of the meeting and many,
many potential options for placement and design of this stormwater pond were examined. NCDWQ understands that
this project will now require an Individual Permit (IP) by USACOE. As was discussed, you will also be required to
apply to The North Carolina Division of Water Quality for a 401 Water Quality Certification. If you can reduce your
stream impacts to less than or equal to 150' then stream mitigation will not be required by NCDWQ.
Please respond to this matter within 14 days upon receipt. Your response should include why these violations
occurred and what measures you plan to implement to rectify them. If you should have any questions regarding this
matter or the 401 process in general please feel free to call Mr. Eric Fleek or myself at [phone].
Sincerely,
John R. Dorney
Water Quality Certification Program
Cc: Mike Parker, NCDWQ, Mooresville Regional Office
Steve Chapin, USACOE, Asheville Field Office
Donald Munday, B.K. Barringer & Associates
I . at
From: Donald L. Munday
Re: Waterside Landing Moved-Use Development
Date: February 19, 1998
Please review the enclosed package regarding "Joint Form for
Nationwide Permit ...
All data is pertinent and the corrected "Joint Form ..." will be
forwarded as soon as possible.

J

M•E•M•ID
40
B.K. BARRINGER & ASSOCIATES, P.A.
104 Westfleld Center NC 160 and US 21
Mooresville, North Carolina 28116-8812
Telephone [phone] Fax [phone]
Architecture
Engineering
Planning
February 18, 1998
Wilmington District Engineer
Corps of Engineers
Department of The Army
P.O. Box 1890
Wilmington, NC 28402-1890
ATTN: CESAW-CO-E
Telephone [phone]
Division of Environmental Management
NCDENR
Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, North Carolina 27607
ATTN: Mr. John Dorney
Telephone [phone]
RE: Waterside Landing Mixed-use Development
Southeast Quadrant NC Hwy. 16 & NC Hwy. 73
Lincoln County, North Carolina
Dear Sirs:
Attached you will find a completed "Joint Form for Nationwide permits that require notification to
the Corps of Engineers and Nationwide Permits that require application for Section 401
Certification" for the above referenced project. We have held pr n consultations with
Mr. Robert Johnson of the Asheville Regulatory Field Office, Eric FI and Mr. Mike Parker
of NCDWQ and Mr. Leonard S. Rindner, PWS.
This permit application is submitted to you as "after the fact". We have included a narrative in
the application package explaining the project history.
Yours Truly,
B.K. BARRINGER & Associates, P.A.
?S
Donald L. Munday, P.E.
NC Registration No. 17327
cc: Larry Griffin, Sr., Waterside Landing Properties, LLC
Mike Parker, NCDWQ, Mooresville Regional Office
Robert Johnson, USACOE, Asheville Regulatory Field Office
Leonard S. Rindner, PWS
DEM It: ACTION ID:
Nationwide Permit Requested (Provide Nationwide Permit #):
JOINT FORM FOR
Nationwide permits that require notification to the Corps of Engineers
Nationwide permits that require application for Section 401 certification
Wilmington District Engineer Division of Environmental Management
Corps of Engineers NCDENR
Department of The Army
P.O. Box 1890
Wilmington, NC 28402-1890
ATTN: CESAW-CO-E
Telephone [phone]
Environmental Sciences Branch
4401 Reedy Creek Road
Raleigh, North Carolina 27607
ATTN: Mr. John Dorney
Telephone [phone]
ONE (1) COPY OF THIS COMPLETED APPLICATION SHOULD BE SENT TO THE CORPS OF ENGINEERS.
SEVEN (7) COPIES SHOULD BE SENT TO THE N.C. DIVISION OF ENVIRONMENTAL MANAGEMENT.
PLEASE PRINT.
1. Owners Name: Waterside Landing Properties, LLC
2.Owners Address: 1545 West Trade Street, Charlotte, NC 28216
3.Owners Phone Number (Home): [phone] (Work): [phone]
4.If Applicable: Agent's name or responsible corporate official, address, phone number:
Donald L. Munday, P.E. (c/o B.K. Barringer & Associates, P.A.)
104 Westfield Center
Mooresville, North Carolina 28115 Telephone: [phone]
5. Location of work (MUST ATTACH MAP). County: Lincoln
Nearest Town or City: Triangle
Specific Location (Include road numbers, landmarks, etc.): Southeast quadrant of NC Hwy. 16 & NC Hwy. 73
6. Name of Closest Stream or River: Forney Creek
7. River Basin: Catawba
8. Is This project located in a watershed classified as Trout, SA, HQW, ORW, WS I, or WS II? YES [ ] NO [X]
9. Have any Section 404 permits been previously requested for use on this property? YES[ ] NO [X]
If yes, explain.
10. Estimated total number of acres of waters of the U.S., including wetlands, located on project site: +/-0.60
11. Number of acres of waters of the U. S., including wetlands, impacted by the proposed project:
Filled: +/-0.60 Acres
Drained: N/A
Flooded: N/A
Excavated: N/A
Total Impacted: +/-0.60 Acres
12. Description of proposed work (Attach PLANS - 8 '/Z" x 11" drawings only): Piping and filling of approx. 600 LF of
stream and associated wetlands (also see narrative included in permit package)
13. Purpose of proposed work: To provide a "corner' Commercial/retail development of approximately 20 acres with
highway frontage outparcels.
14. State reasons why the applicant believes that this activity must be carried out in wetlands. Also, note measures taken
to minimize wetland impacts. See narrative.
15. You are required to contact the U.S. Fish and Wildlife Service (USFWS) and/or National Marine Fisheries Service
(NMFS) regarding the presence of any Federally listed or proposed for listing endangered or threatened species or critical
habitat in the permit area that may be affected by the proposed project. Have you done ? YES? [X] NO? [ ]
RESPONSES FROM THE USFWS AND/OR NMFS SHOULD BE FORWARDED TO CORPS.
16. You are required to contact the State Historic Preservation Officer (SHPO) regarding the presence of historic
properties in the permit area which may be affected by the proposed project? Have you done so? YES? [x] NO? [
RESPONSE FROM THE SHPO SHOULD BE FORWARDED TO CORPS.
17. Additional information required by DEM:
A. Wetland delineation map showing all wetlands, streams, and lakes on the property.
B. If available, representative photograph of wetlands to be impacted by the project.
C. If delineation was performed by a consultant, include all data sheets relevant to the placement of the
delineation line.
D. If a stormNvater management plan is required for this project, attach copy.
E. What is land use of surrounding property? Commercial/retail and rural residential.
F. If applicable, what is proposed method of sewage disposal? East Lincoln County Water and Sewer District
z//6/qg
Date
Individual Permit Application
Index of Attachments
Project Description - Overview ---------------------------------------------
Vicinity Map - Project location ----------------------------------------------
Project plans:
Alternative site layout analysis -------------------------------------
Existing site boundary & topo --------------------------------------
Proposed site plan Commercial & residential ------------------
Proposed site grading & storm drain plan -----------------------
Proposed water quality BMP Stormwater calculations ----------------
Proposed water quality BMP plan view -----------------------------------
Adjacent property owner plan -----------------------------------------------
Adjacent property owner names and addresses -----------------------
Copy of USGS Quad Map ---------------------------------------------------
Copies of approvals:
Preliminary site plan approval from Lincoln County ----------
Erosion Control Plan review checklist and approval letter --
Project summary and mitigation considerations ------------------------
Pages 1 - 2
Pages 3 - 4
Pages 5 - 9
Page 10
Page 11
Page 12
Pages 13 - 14
Page 15
Page 16
Page 17
Page 18
Page 19
Pages 20 - 25
Page 26
Narrative for Waterside Crossing
Individual Permit Application
Overview
East Lincoln County is the fastest growing sub-area in Lincoln County due its
geographic relationship with Lake Norman. Lake Norman, with over 525 miles of shoreline, is
bounded by four counties, and has become a magnet for growth in the northern Charlotte
Region.
Waterside Crossing is located at the intersection of NC 73 and NC 16 in East Lincoln
County, NC across from a smaller commercial development anchored by FoodLion and Eckerd
Drugs. NC 73 is the southern most of two east-west routes that connect the four counties
surrounding Lake Norman. NC 16 is the only significant north-south route on the western side
of Lake Norman in East Lincoln County. This intersection is anticipated to play a role equivalent
to those at Exits 25 and 28 of .I-77 in Cornelius and Huntersville, Mecklenburg County. The
planned relocation of NC 16 as a limited access divided highway to the west of its present
location will enhance the importance of Waterside Crossing as a major service center for Lake
Norman and East Lincoln County.
Waterside Crossing is comprised of 150-acres zoned Planned Mixed Use. It is divided
into two major components: The 92 acre single-family residential section that is owned by
Waterside Landing Residential, LLC, and is in the Catawba River Watershed. The 58 acre
commercial/multi-family section that is owned by Waterside Landing Properties, LLC is in the
subject watershed. Special attention from a zoning and subdivision point of view has been given
this project due its size, its impact on commercial development and its status as the first project
to be developed under the Planned Mixed Use Zoning in Lincoln County.
The hallmark of this zoning is the attention to buffers surrounding the project and the
dedication of significant amounts of improved common open space. Of the 150 acres, almost
30 acres has been set aside as common open space of which over 16 acres are landscaped
perimeter buffers.
Waterside Crossing helps fulfill the land use plan for East Lincoln County in a tasteful,
well planned effort which is attested to in the accompanying letter and maps of East Lincoln
County from the Lincoln County Planning Department. The location, size and comprehensive
approach to planning of Waterside Crossing will establish it as an anchor for growth in East
Lincoln County. The NC 16/NC 73 location has been identified by the land use plan and the
projected land use plan as a regional commercial location.
The project commenced in June of 1996. Due to its importance to the commercial
development in East Lincoln County, special efforts were taken in the planning phase to
incorporate the input of the Lincoln County Planning Department. The project was rezoned to a
Planned Mixed Use zoning with preliminary site sketch plan approval on January 20, 1997.
Engineering construction drawings were commenced immediately with plans submitted for NC
Division of Land Quality approval on August 4, 1997. The erosion control plan was approved
PROJECT DESCRIPTION WATIM CROSX WXED USE DEVELOPMEtriT B.K. BARRINGER & ASSOCIATES P.A.
SOUTHEAST QUADRANT of ENGINEER/DESIGNER/PLANNER
NC HWY. 16 & NC HWY. 73 104 WESTFIELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Carolina 28115
[phone]
OVERVIEW INDIVIDUAL PERMIT PACKAGE SUPPLEMENT
SCALE: N/A PAG E 1
DATE: 02/17/98
on August 20, 1997 without reference to 40.1 Water Quality Certification or wetland issues
noted. Construction commenced immediately.
At build-out, the project has an estimated $90,500,000.00 market value, contributing
over $787,500.00 in property taxes and utility district assessments annually. The following
breaks out the cost of the individual components.
The single-family residential section of the project is in the WS IV Protected
classification of the Catawba River Watershed. 184 homesites on 92 acres are being
developed under the low-density option of two units per acre. It has an estimated developed
market value of $47,200,000.00 with annual property taxes of approximately $408,500.00. The
raw land cost attributed to the site is $9,000 per acre with infrastructure development costs of
$26,000 per acre.
The commercial/multi-family section of the project does not lie in a classified Water
Supply Watershed. This portion of the project is divided into three uses; the retail and retail
outparcel use (22 acres) (the subject of this application), the professional office use (18 acres)
and the townhouse use (18 acres).
The retail/retail outparcel portion of the project is the subject of the Individual Permit
Application. NC 73, NC 16 and the Boulevard bound the site on three sides. Due to the
demand for the center to provide access from three thoroughfares, the placement of the
primary tenant along the eastern property line is imperative to the success of the project.
Commitments have been made for the sale of the retail center and several of the outparcels.
The fully developed retail center/outparcel area has an estimated market value
exceeding $15,000,000.00 with annual property taxes of approximately $131,000.00. The raw
land cost attributed to the site is $30,000 per acre with infrastructure development costs of
$20,000 per acre.
The professional/office and townhouse uses are separated from the retail/retail
outparcel uses by a four lane divided boulevard connecting South Pilot Knob Rd. to NC 16.
Discussions are underway with Lincoln Medical Center in Lincolnton, NC to enhance their
commitment to establishing a medical services center for East Lincoln County at this location.
Additional medical related office and professional tenants are expected to be attracted by their
investment in the project.
The fully developed professional/office area has an estimated market value of
$13,000,000.00 with annual property taxes of approximately $114,000.00. The raw land cost
attributed to the site is $22,000 per acre with infrastructure development costs of $24,000 per
acre.
The townhouse community will be developed as a medium density project.
Approximately 7-8 units per acre are planned. Significant buffer and landscaped areas are
planned to provide continuity among the variety of uses in the project. It has an estimated
developed market value of $15,300,000.00 with annual property taxes of approximately
$134,000.00. The raw land cost attributed to the site is $15,000 per acre with infrastructure
development costs.of $24,000 per acre.
PROJECT DESCRIPTION WATERSIDE gtOSSNG MIXED USE DECA W B.K. BARRINGER & ASSOCIATES, P.A.
SOUTHEAST QUADRANT of ENGINEER/DESIGNER/PLANNER
NC HWY. 16 & NC HWY. 73 104 WESTFIELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Carolina 28115
[phone]
OVERVIEW
INDIVIDUAL PERMIT PACKAGE SUPPLEMENT
SCALE: N/A
DATE: 02/1 /98
PAGE 2
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VICINITY MAP SOUTHEAST QUADRANT of ENGINEER/DESIGNER/PLANNER
PROJECT LOACTION NC HWY. N16 T a NC HWY. 73
LINCOLN COUNTY, NORTH CAROLINA 104 WESTIFIELD CENTER
Mooresville, , North Carolina 28115
704 664-7888
5,000 SCALE: 1"=5000' PAGE 3
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SOUTHEAST QUADRANT of ENGINEER/DESIGNER/PLANNER
PROJECT LOACTIO N NC HWY. 16 , NC HWY. 73 104 WESTFIELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresvillee, North Carolina 28115
704 664-7888
1.0°0SCALE: 1"=1000'
PAGE 4
0 - 2,000
Review of Alternative Site Plans
For Waterside Crossing
Individual Permit Application
Attached are four alternative sitings of the retail anchor and local shop space
required of the retail section of Waterside Crossing. Due to land and development costs
it is necessary for the site to yield six retail outparcels in addition to the retail shop space.
The retail section has three frontage roads that constrain site planning: NC 73 to the
north, NC 16 to the west and the Boulevard that connects the professional office,
townhouse and single family residential sections of the project. All major anchor tenants
require visibility to all thoroughfares that serve prospective customers. Local shop space
requires somewhat less visibility than the anchor space, but needs to be connected to and
along customer pathways to the anchor tenant.
In each of the alternatives, the pond and the ditch come to play in the development
of the site. A careful examination of the locations shown on Alternatives A-D reveals that
the only way for the major retail tenant to address all three thoroughfares as well as
providing 6 retail outparcels is to situate the rear of the retail center toward the eastern
property line. This configuration also allows delivery and service vehicles to approach the
retail space from the blind side of the site.
It is apparent that this site is unique. The commercial importance of NC 73, NC 16
and the Boulevard in the economic scheme of East Lincoln County justifies the efficient
use of land.
REVIEW OF WATOW CROSW WXED USE DEIIELAW B.K. BARRINGER do ASSOCIATES, P.A.
ALTERNATIVE SITE PLANS SOUTHEAST QUADRANT of ENGINEER/DESIGNEC R/PLANNER
NC HWY. 16 & NC HWY. 73 104 ELO ENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Carolina 28115
[phone]
NARRATIVE
INDIVIDUAL PERMIT PACKAGE SUPPLEMENT
SCALE: N/A
DATE: 02/1 /98
PAGE 5
ALTERNATIVE "A"

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REVIEW OF NATOM MM MG USE DEVEIOW B.K. BARRINGER ?C ASSOCIATES, P.A.
ALTERNATIVE SITE PLANS SOUTHEAST' QUADRANT of ENGINEER/DESIGNER/PLANNER
NC HWY. 16 Qt NC HWY. 73 104 ELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Carolina 28115
[phone]
ALTERNATIVE »A? INDMDUAL PERMR PACKAGE SUPPLEMENT PAGE 6
SCALE: N/A
DATE: 02/1 /98
ALTERNATIVE "B"
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REVIEW OF ®ATIM CRM MIXED USE M B.K. BARRINGER & ASSOCIATES, P.A.
SOUTHEAST QUADRANT of ENGINE /DESIGNER/PLANNER
ALTERNATIVE SITE PLANS NC HWY. 16 & NC HWY. 73 104 ELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Carolina 28115
[phone]
ALTERNATIVE "B" INDIVIDUAL PERMIT PACKAGE SUPPLEMENT PAGE 7
SCALE: N/A
DATE: 02/17/98
ALTERNATIVE "C"
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REVIEW OF NATOW MU WXED USE DEVEIOPM B.K. BARRINGER do ASSOCIATES' PA
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ALTERNATIVE SITE PLANS SOMEAST O"NC RANT of ENGINEER
LD CENTER
NC HWY. 18 d. NC HWY. 73 104 ELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Carolina 28115
[phone]
ALTERNATIVE "C" INDIVIDUAL PERMIT PACKAGE SUPPLEMENT PAGE 8
SCALE: N/A
DATE: 02/1 /98
ALTERNATIVE "D"
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REVIEW OF WATOW CROSSNrG YXED USE DEVELOPMENT B.K. BARRINGER & ASSOCIATES, P.A.
ALTERNATIVE SITE PLANS SOUTHEAST QUADRANT Or ENGINEER/DESIGNER/PLANNER
NC HWY. 18 & NC C HW HWY. 73 104 WESTFIELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Carolina 28115
[phone]
ALTERNATIVE "If
INDIVIDUAL PERMIT PACKAGE SUPPLEMENT
SCALE: N/A
DATE: 02/1 /98
PAGE 9
NC 73
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EXISTING SITE WATERSIDE CROSSING MIXED USE DEVELOPMENT B.K. BARRINGER & ASSOCIATES, P.A.
SOUTHEAST QUADRANT of ENGINEER/DESIGNER/PLANNER
BOUNDARY & TOP O NC HWY. 16 do NC HWY. 73 104 WESTFIELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Carolina 28115
[phone]
300 INDIVIDUAL PERMIT PACKAGE SUPPLEMENT
ommAmmmummommmmommi SCALE: 1"=300'
0 1"=300' 600 DATE: 02/17/98
PAGE 10
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N.C. Dept. of Environment, Health, and Natural Resources
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WANTS TO SEE YOU URGENT
RETURNED YOUR CALL
N.C. Dept. of Environment, Health, and Natural Resources

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PROPOSE D SITE PLAN WATE MM W) D USE 110W B.K. BARRINGER & ASSOCIATES, P.A.
COMMERCIAL & RESIDENTIAL SOUTHEAST
. 16 QUADRANT of
NC HWY. Ac NC HWY. 73
ENGINEER/DESIGNER ER
CENTER ENTER
104
LINCOLN COUNTY, NORTH CAROLINA e, North
Mooresville, North Carolina 28115
[phone]
800 INDIVIDUAL PERMIT
PACKAGE SUPPLEMENT PAGE 11
0 1?? 1.600 S
DATEE 02/17/98
NC HWY. 73
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PROPOSED SITE WATERSIDE CROSSING MIXED USE DEVELOPMENT B.K. BARRINGER & ASSOCIATES, P.A.
GRADING & STORM DRAIN SOUTHEAST QUADRANT of ENGINEER/DESIGNER/PLANNER
NC HWY. 16 & NC HWY. 73 104 WESTFIELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Carolina 28115
[phone]
300 INDIVIDUAL PERMIT PACKAGE SUPPLEMENT PAGE 12
SCALE: 1"=300'
0 1'300' 600 DATE: 02/17/98
01119/98
1 o12
JOB NO.: 97-01-05-A DATE: 01/19/98
PROJECT: WATERSIDE CROSSING RETAIL DEVELOPMENT TIME: 02:11 PM
S.E.Q. of NC Hwy. 16 & 73, Lincoln Co., North Carolina
Water Quality Stormwater Calculations:
Based on Water Quality Project Area Only
Watershed Classification: na
Impervious Cover: 70.00% with High Density Option
Acres SF
Total Project Area: 65.90 2,870,604
Area Within R/W: 0.00 0.00
Net Site Area 65.90 2,870,604
Max. Allowable Impervious Area: 46.13 2,009,423
Total Watershed Area: 99.25 4,323,330
Total Project Area: 65.90 2,870,604
Water Quality Project Area: 25.00 1,089,000
Proposed Project Impervious Areas: 17.50 762,300
Actual Percentage of Impervious Cover: 70.00% Percent USE 70.00%
Permanent Pool Depth: 5.00 Feet
SA/DA Ration From Chart: 1.96 For 85% Efficiency
Perm. Pool Surface Area Required: 0.49 21,344 Square Feet
Calculate Volume of 1" Storm Using Rv Method:
Vol. of 1" Storm = 1.4167 Acre-Feet 61,710 Cubic Feet
Size Orifice For Drawdown of 1" Storm in 2 Days:
Max. Required Flow for Orifice: 0.3571 CFS
Average Head ((Riser - WS)/2): 1.5 Feet
Using Orifice Eqn. The Area Req'd. is: 8.7204 Sq. Inches
Required Diameter: 3.33 Inches, Use 2.50 Inch Diameter
Resultant Drawdown Time: 85.27 Hours 3.55 Days - O.K.
Size Anti-floatation Block for Riser:
Weight of Water Displaced:
Boyuant Dead Weight of Box:
Weight of Concrete Required:
Volume of Concrete Required:
Use Concrete Anchor Dim:
Volume of Concrete Provided:
3'x4'x4.3' High Precast Conc. Box
5366.40 Pounds
2382.72 Pounds
3431.23 Pounds (1.15 * Wt. of Water Displaced)
39.17 Cubic Feet 1.45 Cubic Yards
6 Feet Wide 6 Feet Lonc 14 Inches Deep
42 Cubic Feet - O.K. 1.56 Cubic Yards
PROPOSED WATER QUALITY BMP WATM WXED K DE1IElOW B.K. BARRINGER & ASSOCIATES, PA
STORMWATER CALCULATIONS SOUTHEAST QUADRANT or ENGINEER/DESIGNER/PLANNER
NC HWY. 16 6 & NC NC HW HWY. 73 104 ELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooreaville, North Carolina 28115
[phone]
INDMDUAL PERMIT PACKAGE SUPPLEMENT
SCALE: N/A
DATE: 02/11/98
PAGE 13
01119/98
2 ore
JOB NO.: 97-01-05-A DATE: 01/19/98
PROJECT: WATERSIDE CROSSING RETAIL DEVELOPMENT TIME: 02:11 PM
S.E.Q. of NC Hwy. 16 & 73, Lincoln Co., North Carolina
Surface Area to Drainage Area Ration (SAIDA) for Permanent Pool Sizing
For 85% Pollutant Removal Efficiency
Impervious % 3
.0 4.0 5.0 6.0 7.0 8.0 9.0
.
10 0.59 0.49 0.43 0.35 0.31 0.29 0.26
20 0.97 0.79 0.70 0.59 0.51 0.46 0.44
30 1.34 1.08 0.97 0.85 0.70 0.64 0.62
40 1.73 1.43 1.25 1.03 0.90 0.82 0.77
50 2.00 1.73 1.50 1.33 1.09 1.00 0.92
60 2.39 2.03 1.66 1.51 1.29 1.17 1.10
70 2.75 2.27 1.96 1.79 1.48 1.35 1.29
Dimensions based on 2 TO 1 SIDE SLOPES
Height Above NP Elev. O 1 2 3 4 5 6 7
Estimated Width in Feet 103 107 111 115 119 123 127 131
Estimated Length in Feet 207 215 223 231 239 247 255 263
Est. Surface Area 21,344 23,029 24,778 26,591 28,468 30,409 32,414 34,483
**INCREMENTAL VOLUME 22,182 23,898 25,679 27,524 29,433 31,406 33,443
**CUMULATIVE VOLUME 22,182 46,080 71,759 99,283 128,717 160,123 193,566
** STORAGE VOLUME MEASURED ABOVE NORMAL POOL
Storage Required: 61,710 _
Storage Provided: 71,759 at 3 Feet Above Normal Pool
Actual Surface Area 23,796 26,759 29,755 32,774 35,825 38,960 42,135 0
**INCREMENTAL VOLUME 25,263 28,244 31,252 34,288 37,382 40,537 14,045
**CUMULATIVE VOLUME 25,263 53,507 84,759 119,047 156,429 196,966 211,01'1
** STORAGE VOLUME MEASURED ABOVE NORMAL POOL
Actual Storage Provided: 61,710 at 2.39 Feet Above Normal Pool
PROPOSED WATER QUALITY BMP WATOW CRM WO USE DEYf1YM B.K. BARRINGER & ASSOCIATES, P.A.
STORMWATER CALCULATIONS SOUTHEAST QUADRANT of ENGINEER/DESIGNER/PLANNER
NC HWY. 16 & NC HWY. 73 104 WESTFlELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Carolina 28115
[phone]
INDMDUAL PERMIT PACKAGE SUPPLEMENT
SCALE: N/A
DATE: 02/1 /98
PAGE 14
NOT INCLUDED IN PROJECT AREA UP
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RETAIL SITE SOUTHEAST QUADRANT of
NC HWY. 16 & NC HWY. 73 ENGINEER/DESIGNER/PLANNER
104 WESTFIELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Corolino 28115
[phone]
100 INDIVIDUAL PERMIT PACKAGE SUPPLEMENT
SCALE: 1"=100' PAGE 15
0 1"=100' 200 DATE: 02/17/98
ADJACENT PROPERTY WATERSIDE CROSSING MIXED USE DEVELOPMENT B.K. BARRINGER & ASSOCIATES P.A.
SOUTHEAST QUADRANT of ENGINEER/DESIGNER/PLANNER
OWNER PLAN NC HWY. 16 do NC HWY. 73 104 WESTFIELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Carolina 28115
[phone]
0 NOT TO SCALE -
INDIVIDUAL PERMIT PACKAGE SUPPLEMENT
SCALE: N/A
DATE: 02/17/98
PAGE 16
Waterside Crossing
Neighboring Property Owners
1113# 1 Name Address Address Zip
1 Lynn W. Jetton 187 South Pilot Knob Rd Stanley, NC 28164
2 Rex David Tench 213 South Pilot Knob Rd Stanley, NC 28164
3 Florence Bernice Nixon 133 South Pilot Knob Rd Stanley, NC 28164
4 Mrs. R.F. Womack Rt 1 Stanley, NC 28164
5 Mrs. J. Holland Hager, Heirs 176 Killian Farm Rd Stanley, NC 28164
6 Isabell H. Stilwell 334 Killian Farm Rd Stanley, NC 28164
7 Alice Hager, Heirs 176 Killian Farm Rd Stanley, NC 28164
8 N.W and Louise D. Jones 438 South Hwy 16 Stanley, NC 28164
9 James C. and Barbara Sifford 721 Lichfield Rd Winston Salem, NC 27104
10 Perry P. and Doris B. Sifford 7655 Sifford Rd Stanley, NC 28164
11 Charles Anthony McKale 1386 South Hwy 16 Stanley, NC 28164
12 Dawn M. Johnson 1455 South Hwy 16 Stanley, NC 28164
13 Lynn A. and Marsha Sifford 7510 Easy Trail Stanley, NC 28164
14 Harold D. Poole P.O. Box 734 Mt. Holly 28120
15 Robert Daniel Howie 7428 Easy Trail Stanley, NC 28164
16 Steven H. Beck 614 Avenel Ln Stanley, NC 28164
17 Ken Lawing Builders, Inc. P.O. Box 468 Denver, NC 28037
18 Tony R. Jones 1418 Nature Preserve Tr Denver, NC 28037
19 Richard F. Slaughter 609 Freemont Ln Stanley, NC 28164
20 Richard and Kimberly Manlove 411 South Pilot Knob Rd Stanley, NC 28164
21 John Jones, Heirs 7996 Hwy 73 Stanley, NC 28164
22 Ronald L. Best 397 South Pilot Knob Rd Stanley, NC 28164
23 Charles W. and Eleanor Fowler 406 South Pilot Knob Rd Stanley, NC 28164
24 Ernest Y. Nixon 424 South Pilot Knob Rd Stanley, NC 28164
25 John H. and Linda and GW Gore Reeves 6941 Brookshire Blvd Charlotte, NC 28216
26 Dawal, LLC P.O. Box 9 Lincolnton, NC 28093
27 People's Bank P.O. Box 467 Newton, NC 28658
28 James E and Robert Green 1400 Harding PI Charlotte, NC 28204
29/30 Primax Properties, LLC 1115 East Morehead St Charlotte, NC 28204
31 Larry E. Jones 483 South Hwy 16 Stanley, NC 28164
32 Alice Hager, Heirs 176 Killian Farm Rd Stanley, NC 28164
33/34 Bobby G and Marcella Wike 117 North Pilot Knob Rd Denver, NC 28037
35 TransContinental Gas Pipeline P.O. Box 1396 Houston, TX 77251
36 Timothy L and Rhonda Tench 148 South Pilot Knob Rd Stanley, NC 28164
ADJACENT PROPERTY WATERSIDE CROSSING FIXED USE DEVELOPMENT B.K. BARRINGER & ASSOCIATES, P.A.
SOUTHEAST QUADRANT of ENGINEER/DESIGNER/PLANNER
NAMES & ADDRESSES LINCONC HWY. 16 & NC LN COUNTY, NORTH CAROLINA Mooressv'ille,ENort LD CoroNno 28115
(704) 664-78888
INDIVIDUAL PERMIT PACKAGE SUPPLEMENT PAGE 1
0 NOT TO SCALE _ SCALE: N/A
DATE: 02/17/98
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USGS QUAD MAP WATERSIDE CROSSING FIXED USE DEVELOPMENT
SOUTHEAST QUADRANT of B.K. BARRINGER & ASSOCIATES, P.A.
ENGINEER/DESIGNER/PLANNER
EXISTING TO PO NC HWY. 16 & NC HWY. 73
LINCOLN COUNTY, NORTH CAROLINA 104 WESTFIELD CENTER
Mooresville, North Corolino 28115
[phone]
2000

0 1"-2000' 4000 INDIVIDUAL PERMIT PACKAGE SUPPLEMENT
SCALE: 1"-2000'
DATE: 02/17/98
PAGE 18
14 CO 0
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COUNTY OF LINCOLN, NORTH CAROLINA
302 NORTH ACADEMY STREET, LINCOLNTON, NORTH CAROLINA 28092
BUILDING AND LAND DEVELOPMENT
[phone] OFFICE
[phone] INSPECTION REQUEST
[phone] FAX
January 12, 1998
B. K. Barringer & Associates
104 Mooresville Center
Mooresville, NC 28115
RE: Waterside Crossings Individual Permit Application
To Whom It May Concern,
This letter is to serve as written verification that the Waterside Crossings Planned
Mixed-Use District, currently under construction at the intersection of Highway 16
and Highway 73 in the Catawba Springs Township, was rezoned to Planned
Mixed Use on January 20, 1997 after approval by the Board of Commissioners. A
concept plan for the development was also approved at that time. A preliminary
phase approval for the project is pending the results of a traffic impact study
(currently in progress) and an approved water and sewer line plan. Portions of
the water and sewer plan have already been approved by the county engineer.
The Waterside Crossings Planned Mixed Use District is compatible the County's
Land Use Plan and with current and projected land uses in that particular area.
If I can provide more information or answer any questions, please do not hesitate
to call my office at [phone].
Sincerely,
Judy Francis
Zoning Administrator
lCt
State of North Carolina
Department of Environment
and Natural Resources
Mooresville Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Mr. Larry Griffin, Manager
Waterside Landing Properties, Inc.
1545 West Trade Street
Charlotte, North Carolina 28216
Dear Mr. Griffin:
A? A&
4 • •
NCDENR
NORT-I CAROLINA DEPARTMENT OF
ENVIRONMENT AND NQURAL RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
October 13, 1997
This office has received a soil erosion and sediment control
plan for the project listed on page two which was submitted as
required by the North Carolina Sedimentation Pollution Control
Act (G.S. 113A-57).
Please be advised that the Act requires that all persons
disturbing an area of one or more acres of land must obtain
approval of a soil erosion control plan prior to the commencement
of the land-disturbing activity. The Act further states that
this plan must be filed a minimum of 30 days prior to the
activity and the approving authority must approve or disapprove
the submitted plan within 30 days of receipt. Failure of the
approving authority to approve or disapprove the submitted plan
within the 30 days period will be deemed approval of the plan if
the submitted plan is complete. Commencement or continuation of
a land-disturbing activity under the jurisdiction
of this Act prior to the approval of an erosion and sediment
control plan is a violation of the Act.
We have performed a preliminary review of your submitted
plan and have determined that additional information will be
necessary before a final review can be completed. Enclosed is a
checklist of items that must be submitted before we can complete
the review process. Failure to provide the additional
information may result in disapproval of your plan.
919 North Main St., Mooresville, North Carolina 28115 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper ?0
Page Two
If you have questions please do not hesitate to contact
Steve Allred of this office. Your cooperation in this matter is
appreciated and we look forward to working with you on this
project.
Sincerely,
Division of Land Resources
Land Quality Section
Project Name: Waterside Crossing Retail Center
Location: NC 16 @ NC 73 - Lincoln County
Submitted By: Waterside Landing Properties, Inc.
Date Received by Land Quality Section: October 10, 1997
cc: B. K. Barringer & Associates
SEA/ae
?I
State of North Carolina
Department of Environment,
health and Natural Resources
Mooresville Regional Office
Division of Land Resources
Land Quality Section
'r
DEHNR
PROJECT NAME : 1M -
COUNTY: 1J DATE: d?a7
EROSION AND SEDIMENTATION CONTROL PLAN CHECKLIST
To expedite the approval process, a cursory review of your submitted Erosion
Control Plan has been made and has shown the need for additional information as
specified below. To meet our review schedule, any altional information should
be received by this office no later than ID--7,4917 . Failure to meet this
schedule may result in disapproval of your plan.
LOCATION OF PROJECT:
Including roads, streets,
watercourses and other major
landmarks or features
GENERAL SITE FEATURES:
Legend; north arrow, plan s c a l e,
erosion control measures, etc.
Property lines and boundaries of total
tract
Existing and proposed contours
Limit and acreage of disturbed area
Planned & existing buildings and
elevations
Planned & existina road locations and
elevations
Lot and/or building numbers
Geographic features; rock outcrops,
seeps, springs, wetlands, streams,
lakes, dams, etc.
Easements & adjoining property uses
Profiles; streets, utilities, lateral
ditchlines, etc.
Stockpile locations
Plan proposes 150 feet or more stream
disturbance, 401 Water Quality
certification may be necessary for this
project. Please contact Rex Gleason
with the Water Quality Section at
704-663-1699.
DESIGN CALCULATIONS:
Preconstruction runoff calculations,
for each outlet from the site (at
each peak discharge location)
Culverts and storm sewers
Open channels; existing and planned
(include temporary linings)
Energy dissipators, (include stone
size and dimensions)
Sediment basins, pits, check dams
FINANCIAL RESPONSIBILITY OWNERSHIP FORM
Completed notarized Financial
nsibi lty/Ownership Form
ccurate application fee
Certificate of assumed name, if the
owner is a Partnership
7
VEGETATIVE STABILIZATION:
Methods of soil preparation
Seed type and rates (temporary &
permanent)
Fertilizer type and rate
Mulch type and rate
-CONTINUED ON BACK-
-2-
EROSION CONTROL MEASURES:
_ Location of measures, temporary and
permanent erosion control measures
Construction drawings, details for
temporary and permanent erosion control
measures
Maintenance requirements of measures
_ Contact persons for maintenance of
measures
BORROW AND/OR WASTE AREAS:
_ If the same person conducts the land-
disturbing activity and any related
borrow or waste activity, that
borrow/waste activity shall constitute
part of the land-disturbing activity,
unless the borrow/waste activity is
regulated under the Mining Act of 1971,
or is a landfill regulated by the
Division of Solid Waste Management. If
the land-disturbing activity and the
related borrow/waste activity are not
conducted by the same financially
responsible party, they shall be
considered separate land-disturbing
activities.
SITE DRAINAGE FEATURES:
_ Drainage features; existing and
planned (including off-site areas
that drain through the project)
Size of sub-watersheds (Acres)
Culverts & sewers; size and location
_ Soils information (type, special
characteristics)
_ Name and classification of receiving
watercourse or name of municipal
operator (where stormwater
discharges)
NARRATIVE AND CONSTRUCTION SEQUENCE:
Nature and purpose of project
Construction sequence as it relates
to sedimentation and erosion control
including provisions for the
installation of critical measures
prior to the initiation of the land-
disturbing activity; all maintenance
of measures; and the removal of
measures after areas they serve have
been permanently stabilized.
OTHER INFORIMATION:
1 1 1,lG/,A . L5 po ?S ?'?:?Gws?
Project Name: ?y
Reviewed by:
cc: Rex Gleason - Water Quality
County:
Date. I C) ' l '3 ' / 7
23

State of North Carolina
Department of Environment
and Natural Resources
Mooresville Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt,. Secretary
Mr. Larry
Waterside
1545 West
Charlotte,
Griffin, Manager
Landing Properties,
Trade Street
:XW
M4 IT
A&MV • •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANO NQuRAL RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
October 28, 1997
Inc.
North Carolina 28216
RE: LETTER OF APPROVAL (For Sites with Disturbed Area
Project Name:
Location: NC
Submitted By:
Date Received:
New Submittal:
River Basin:
Dear Mr. Griffin:
Exceeding Five (5) Acres)
Waterside Crossing Retail Center
16 @ NC 73 - Lincoln County
Waterside Landing Properties, Inc.
October 10, 1997
Revision
Catawba
This office has reviewed the subject erosion and
sedimentation control plan. We find the plan to be acceptable
and hereby issue this letter of approval.
Please be advised that Title 15 NCAC 4B .0017(a) requires
that a copy of the approved erosion control plan be on file at
the job site. You should consider this letter to give the Notice
required by G.S. 113A-61(d) of our right of periodic inspection
to insure compliance with the approved plan. Also, Title 15 NCAC
4B .0029 states that the erosion control plan shall expire three
years following this date of approval, if no land-disturbing
activity has been undertaken.
North Carolina's Sedimentation Pollution Control Program is
performance oriented, requiring protection of the natural
resources and adjoining properties. If following the
commencement of this project it is determined that the erosion
and sedimentation control plan is inadequate to meet.the.
requirements of the Sedimentation Pollution Control Act of 1973
(North Carolina General Statute 113A-51 thru 66), this office may
require revisions to the plan and implementation of the revisions
to insure compliance with the Act.
919 North Main St., Mooresville, North Carolina 28115 Telephone [phone] FAX_704-663-6040
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper
Page Two
"The land-disturbing activity described in this plan
may be subject to the approval of other Local,State or
Federal agencies. This could include the Division of
Water Quality under storm water or water quality
regulations, the U.S. Army Corps of Engineers under
Article 404 jurisdiction, county, city or town agencies
under other local ordinances, or other approvals that
may be required. This approval cannot supersede any
other permit or approval."
Please note that this approval is based in part on the
accuracy of the information provided in the Financial
Responsibility Form which you have provided. You are requested
to file an amended form if there is any change in the information
included on the form. In addition, it would be helpful if you
notify this office of the proposed starting date for this
project.
Your cooperation is appreciated, and we look forward to
working with you on this project.
Sincerely,
teve Allred
Asst. Regional Engineer
cc:' B. K. Barringer Associates
Inspections Dept.
DEM - Water Quality
Enclosure: General Permit
SEA/ae
J

Project Summary and Mitigation Considerations
Waterside Crossing will play a major role in the commercial and retail market in east
Lincoln County. The project developers have made every effort possible to produce a
quality development and conform to all "current regulations" and zoning requirements.
The preliminary planning for this development began in 1996 and was rezoned with
preliminary site plan approval issued by Lincoln County January 20, 1997. Project
layout was developed based on "current regulations" at that time. Engineering design
followed in the spring and summer of 1997 with submittal to NCDENR, Land Quality
Section on October 13, 1997, with approval being issued on October 28, 1997.
Approvals did not mention additional permit requirements during this review and
approval process and construction began based on approved plans.
The engineer of record for the project became aware of regulation changes regarding
stream disturbances while attending the North Carolina Erosion and Sedimentation
Control Design Workshop. Once aware of the new regulations, the engineer alerted the
US Army Corps of Engineers, Asheville Regulatory Field Office and initiated pre-
application consultations with the Corps and NCDENR, Division of Water Quality.
A stormwater quality BMP will be incorporated into the project buffers adjacent to NC
Hwy. 16 and NC Hwy. 73 to meet NCDWQ requirements. Streams on the proposed
adjacent residential property were investigated by the engineer and Mr. Leonard S.
Rindner, PWS to determine their qualifications for stream mitigation. In the opinion of
Mr. Rindner, these streams are in excellent condition and do not qualify for mitigation or
restoration. In lieu of restoration, the developer proposes a stream protection buffer
along approximately 2100 linear feet of stream located at the rear of proposed building
lots and common open space. An additional 8.13 acres at the rear of the project will be
reserved as an area for additional mitigation considerations.
PROJECT SUMMARY AND WATERSIDE CROSSING MIXED USE DEVELOPMENT B.K. BARRINGER & ASSOCIATES, P.A.
SOUTHEAST QUADRANT of ENGINEER/DESIGNER/PLANNER
MITIGATION CONSIDERATIONS NC HWY. 16 & NC HWY. 73 104 WESTFIELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Corolino 28115
[phone]
INDIVIDUAL PERMIT PACKAGE SUPPLEMENT
SCALE: N/A
DATE: 02/17/98
PAGE 26
14L COPY
i{l
0 North Carolina Wildlife Resources Commission 0
512 N. Salisbury Street, Raleigh, North Carolina 27604-1188, 919-733-3391
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: Steve Chapin, Permit Coordinator
Asheville Office, U.S. Army Corps of Engineers
FROM: Joe H. Mickey, Jr., Western Piedmont Region Coordinator
Habitat Conservation Program oNinal sVed by
DATE: May 21, 1998 Joe many

SUBJECT: COE Action FD No. 199830440: Review of a after-the-fact application by Waterside
Landing Properties, LLC, to culvert approximately 600 linear feet of creek channel and
fill 0.6 acre of combined open water pond and intermittent channel for commercial
development in unnamed tributary to Forney Creek, Lincoln County.
Waterside Landing Properties is requesting a letter of concurrence from the North Carolina
Wildlife Resources Commission (NCWRC) to obtain a 404 permit from the U.S. Army Corps of
Engineers. The NCWRC has reviewed information provided by the applicant, and field biologists on our
staff are familiar with habitat values of the project area. These comments are provided in accordance
with provisions of the Clean Water Act of 1977 (33 U.S.C. 466 et. seq.) and the Fish and Wildlife
Coordination Act (48 Stat. 401, as amended; 16 U.S.C. 661-667d).
The purpose of the competed filling of 0.6 acres of open water pond and 600 LF of stream
channel was to accommodate the construction of a 20 acre commercial/retail site. To mitigate for
impacts, the annlicant nroposes to constrnct an annrnpriately sired.. ,tnrmwatr-r hnsin tiNiti ;I n d7 acre
littoral shelf to accommodate the planting of wetland vegetation and to preserve 600 linear feet of stream
channel near the site to offset impacts to the unnamed tributary.
Based on the information provided in the COE Public Notice, we have no objection to the
issuance of an after-the-fact permit for this project provided that impacts are mitigated according to COE
and NC Division of Water Quality, Wetland Restoration Program guidelines.
Thank you for the opportunity to review and comment on this project. If you have any questions
regarding these comments, please contact me at 336/366-2982.
cc: John Dorney, DWQ
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary C) E
A. Preston Howard, Jr., P.E., Director C
January 21, 1998
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Larry Griffin, Sr.
Griffin Brothers Companies
15300 Holbrooks Road
Huntersville, NC 28078
SUBJECT: NOTICE OF VIOLATION
Waterside Crossing
Lincoln County
Dear Mr. Griffin:
On January 12, 1998 Mr. Eric Fleek and Mr. Mike Parker from the North Carolina Division of Water Quality
(NCDWQ) met with you and your representatives: Lynn Ridner, Sonia Perillo, Larry Griffin Jr., Donald Munday, and
B.K. Barringer. This meeting was the result of various violations of State and Federal wetland regulations.
As a result of this inspection, it was determined that approximately 600' of stream has been placed in culvert
without proper authorization and that an undetermined quantity of wetlands (<l acre) had also been filled without the
proper Federal and State authorization. These actions are violations of the Federal Clean Water Act.
As was discussed during the site visit, in addition to the 2:1 stream mitigation required of you by the U.S.
Army Corps of Engineers (USACOE), you will also be required by Section 401 of the Federal Clean Water Act to
comply with additional conditions required by NCDWQ. These requirements will include (but may not be limited to)
the installation and maintenance of a stormwater pond. This requirement was the main focus of the meeting and many,
many potential options for placement and design of this -.1ormwater pond were examined. NCDWQ understands that
this project will now require an Individual Permit (IP) by USACOE. As was discussed, you will also be required to
apply to The North Carolina Division of Water Quality for a 401 Water Quality Certification. If you can reduce your
stream impacts to less than or equal to 150' then stream mitigation and stormwater management will not be required by
NCDWQ.
Please respond to this matter within 14 days upon receipt. Your response should include why these violations
occurred and what measures you plan to implement to rectify them. If you should have any questions regarding this
matter or the 401 process in general please feel free to call Mr. Eric Fleek or myself at [phone].
1
Sincerel _
J?Dorni??
Wf ater Quality Certi 'tion Program
Cc: Mike Parker, NCDWQ, Mooresville Regional Office
Steve Chapin, USACOE, Asheville Field Office
Donald Munday, B.K. Barringer & Associates
Environmental Sciences Branch • 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Afflrmattve Action Employer 50% recycled/10% post consumer paper
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF COASTAL MANAGEMENT
May 19, 1998
JAMES B. HUNTJR: ,
GOVERNOR MEMORANDUM
TO: Mr. A. Preston Howard, P. E. `'?
. WAYNK MCDr-VITT Director - i
SECRETARY ' Division of Water Quality tAM 2 2
e
i
SLP
FROM: John R. Parker, Jr.°'??
IAl13Y
E ' Inland "404" Coordinator wpTER
n , ROGER N.. SCHECTER
DIRECTOR
SUBJECT: "404" Project Review
''The attached U.S. Army Corps of Engineers Public Notice for Action No. 199830440dated May
7, 1998 describing a proposed project by Waterside Landing Properties, LLC. is being
circulated to interested state agencies for comments on applicable Section 404 and/or Section 10
:permits.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 6/5/98. If you have any questions regarding the proposed project, please contact me at
733-2293. When appropriate, in-depth comments with supporting data is requested.
This office supports the project proposal.
No comment.
Comments on this project are attached.
This office objects to the project as proposed.
Date
P.O. BOX 27687, RALEIGH, NC 2761 1 -7687 / 2728 CAPITAL BLVD., RALEIGH, NC 27604
PHONE [phone] FAX [phone]
AN EQUAL OPPORTUNITY /AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/10% POST-CONSUMER PAPER
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
©?
NCDENR
JAMES B. HUNTJR.
GOVERNOR MEMORANDUM
TO
May 19, 1998
Mr. A. Preston Howard, P. E.
Director
Division of Water Quality
DIVISION OF COASTAL MANAGEMENT
John R. Parker, Jr.
Inland "404" Coordinator
"404" Project Review
The attached U.S. Army Corps of Engineers Public Notice for Action No. 199830440dated May
7, 1998 describing a proposed project by Waterside Landing Properties, LLC. is being
circulated to interested state agencies for comments on applicable Section 404 and/or Section 10
:permits.
Please indicate below your agency's position or viewpoint on the proposed project and return this
form by 6/5/98. If you have any questions regarding the proposed project, please contact me at
733-2293. When appropriate, in-depth comments with supporting data is requested.
REPLY

This office supports the project proposal.
No comment.
Comments on this project are attached.
This office objects to the project as proposed.
Date

P.O. BOX 27687, RALEIGH, NC 2761 1 -7667 / 2728 CAPITAL BLVD., RALEIGH, NC 27604
PHONE [phone] FAX PI8-733-1495
AN EQUAL OPPORTUNITY / AFFIRMATIVE ACTION EMPLOYER - 50% RECYCLED/I O% POST-CONSUMER PAPER
DEPARTMENT OF THE ARMY
Wilmington District, Corps of Engineers
Post Office Box 1890
Wilmington, North Carolina 28402-1890
Action ID No. 199830440
May 7, 1998
PUBLIC NOTICE
WATERSIDE LANDING PROPERTIES, LLC, 1545 WEST TRADE STREET,
CHARLOTTE, NC 28216 has applied for a Department of the Army (DA) after-the-fact permit
TO CULVERT AND DISCHARGE 10,000 CUBIC YARDS OF BACK FILL MATERIAL
OVER APPROXIMATELY 600 LINEAR FEET OF CREEK CHANNEL AND
APPROXIMATELY 0.6 ACRE OF COMBINED OPEN WATER POND AND
INTERMITTENT CHANNEL TO ACCOMMODATE THE CONSTRUCTION OF A
COMMERCIAL DEVELOPMENT (WATERSIDE CROSSING). THE PROJECT IS
LOCATED ON AN APPROXIMATELY 20 ACRE TRACT OF LAND IN THE SOUTHEAST
QUADRANT OF NC 16 AND NC 73, SOUTH OF TRIANGLE, IN LINCOLN COUNTY,
NORTH CAROLINA.
This public notice does not imply, on the parts of the Corps of Engineers or other agencies,
either favorable or unfavorable opinion of the work done; but it is issued to solicit comments
regarding the factors on which a final decision will be based. Legal action has been suspended
pending the outcome of this consideration.
The following description of the work is taken from data provided by the applicant and from
observations made during a site visit by a representative of the Corps of Engineers. Plans submitted
with the application show that the applicant has installed reinforced concrete pipe (RCP) in an
approximately 600 linear foot section of an intermittent, unnamed tributary to Forney Creek. In
addition, approximately 0.6 acre of associated open water ponds, perimeter wetlands, and
interspersed intermittent channel have been replaced by RCP. Once piping was in place,
approximately 10,000 cubic yards of sandy clay was utilized to back fill and level the area over the
pipe. Installed pipe sizes vary from between 42 and 60 inches in diameter. The channel dimensions
of the live stream (wet area) during normal flows is estimated to be 3 to 4 feet in width and 6 to 12
inches in depth. In compliance with State and local regulations, the applicant proposes to construct
an appropriately sized stormwater basin with a 0.47 acre littoral shelf to accommodate the planting
of wetland vegetation. The planned littoral shelf in combination with preservation of a 600 linear
foot stream segment near the project area has been proposed by the applicant to offset described
impacts on waters and wetlands. The purpose of the project is to accommodate the construction of
a 20 acre commercial/retail development. Plans showing the work are included with this public
notice.
The State of North Carolina will review this public notice to decide the need for the applicant
to obtain any required State authorization. No Department of the Army (DA) permit will be issued
until the coordinated State viewpoint on the proposal has been received and reviewed by this agency,
nor will a DA permit be issued until the North Carolina Division of Water Quality (NCDWQ) has
decided the applicability of a Water Quality Certificate as required by PL 92-500.
This application is being considered pursuant to Section 404 of the Clean Water Act (33
U.S.C. 1344). Any person may request, in writing within the comment period specified in the notice,
that a public hearing be held to consider this application. Requests for public hearing shall state,
with particularity, the reasons for holding a public hearing.
The District Engineer has consulted the latest published version of the National Register of
Historic Places for the presence or absence of registered properties, or properties listed as being
eligible for inclusion therein, and this site is not registered property or property listed as being
eligible for inclusion in the Register. Consultation of the National Register is the extent of cultural
resource investigations by the District Engineer, and he is otherwise unaware of the presence of such
resources. Presently, unknown archeological, scientific, prehistorical, or historical data may be lost
or destroyed by work under the requested permit.
The District Engineer, based on available information, is not aware that the proposed activity
will affect species, or their critical habitat, designated as endangered or threatened pursuant to the
Endangered Species Act of 1973.
The decision, whether to issue a permit, will be based on an evaluation of the probable
impacts, including cumulative impacts, of the proposed activity and its intended use on the public
interest. Evaluation of the probable impacts that the proposed activity may have on the public
interest requires a careful weighing of all those factors that become relevant in each particular case.
The benefits that may be expected to accrue from the proposal must be balanced against its
foreseeable detriments. The decision whether to authorize a proposal, and if so the conditions under
which it will be allowed to occur, are therefore decided by the outcome of the general balancing
process. That decision should reflect the national concern for both protection and use of important
resources. All factors that may be relevant to the proposal must be considered including the
cumulative effects of it. Among those are conservation, economics, aesthetics, general
environmental concerns, wetlands, cultural values, fish and wildlife values, flood hazards and flood
plain values (according to Executive Order 11988), land use, navigation, shore erosion and accretion,
recreation, water supply and conservation, water quality, energy needs, safety, food and fiber
production, mineral needs, considerations of property ownership, and, in general, the needs and
welfare of the people. For activities involving the placement of dredged or fill materials in waters
of the United States, a permit will be denied if the discharge that would be authorized would not
comply with the Environmental Protection Agencies' 404(b)(1) guidelines. Subject to the preceding
sentence and any other applicable guidelines or criteria, a permit will be granted unless the District
Engineer decides that it would be contrary to the public interest.
2
The Corps of Engineers is soliciting comments from the public; Federal, State and local
agencies and officials; Indian Tribes and other interested parties to consider and evaluate the impacts
of this proposed activity. Any comments received will be considered by the Corps of Engineers to
decide whether to issue, modify, condition or deny a permit for this proposal. To make this decision,
comments are used to assess impacts on endangered species, historic properties, water quality,
general environmental effects and the other public interest factors listed above. Comments are used
in the preparation of an Environmental Assessment (EA) and/or an Environmental Impact Statement
(EIS) pursuant to the National Environmental Policy Act (NEPA). Comments are also used to
decide the need for a public hearing and to decide the public interest of the proposed activity.
Generally, the decision whether to issue this Department of the Army (DA) permit will not be
made until the North Carolina Division of Water Quality (NCDWQ) issues, denies, or waives State
certification required by Section 401 of the Clean Water Act. The NCDWQ considers whether the
proposed activity will comply with Sections 301, 302, 306, and 307 of the Clean Water Act. The
application and this public notice for the Department of the Army (DA) permit serves as application
to the NCDWQ for certification.
Additional information regarding the Clean Water Act certification may be reviewed at the
offices of the Environmental Operations Section, North Carolina Division of Water Quality
(NCDWQ), Salisbury Street, Archdale Building, Raleigh, North Carolina. Copies of such materials
will be furnished to any person requesting copies upon payment of reproduction costs.
All persons wanting to make comments regarding the application for Clean Water Act
certification should do so in writing delivered to the Division of Water Quality, North Carolina
Department of Environment and Natural Resources (NCDENR), 4401 Reedy Creek Road, Raleigh,
North Carolina 27607, on or before June 1, 1998, Attention: Mr. John Dorney.
Written comments pertinent to the proposed work, as outlined above, will be received in this
office, Attention: Mr. Steve Chapin, until 4:15 p.m., June 5, 1998, or telephone [phone].
3
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NC HWY 16 & NC HWY. 73 104 WESTFIELD CENTER
LINCOLN COUNI'i, NORTH CAROLINA Mooresville, North Carolina 28115
[phone]
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w? 1.606 ACRES ?1; I'; 770
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PROPOSED WATER QUALITY BMP WATERSIDE 0MGTWXED a DE1?ELO Off B.. BARRIINGER E& NASSOCCNATES, P.A
RETAIL SITE NC HWY. 16 & NC HWY. 73 104 WESTFIEI.D CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Carolina 28115
[phone]
100 INDMDUAL PERMIT PACKAGE SUPPLEMENT r
0 1' -100' 200 SCALE: N S ff E f" r
REVISED: 04A9/98 V l
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USGS QUAD MAP WATERSIDE CROSSING MIXED USE DEVELOPMENT B.K. BARRINGER & ASSOCIATES, P.A.
EXISTING TOPO SOUTHEAST QUADRANT of ENGINEER/DESIGNER/PLANNER
NC HYN, 16 E: 14C HWY. )J 104 WESTFIELD CENTER
1 f1JCOLN COUNTY, NORTH CAROLINA Mooresville, North Carolina 28115
z 6,/"i G' (704) 664--7888
?`??.t ---------? INDIVIDUAL PERMIT PACKAGE SUPPLEMENT
2000 S 14 E G
0 1' -2000' SCALE: 1'=2000.
4000 DATE: 02/17/98
4 OF 4

DEPARTMENT OF THE ARMY
WILMINGTON DISTRICT, CORPS OF ENGINEERS
P.O. BOX 1890
WILMINGTON, NORTH CAROLINA 28402-1890
IN REPLY REFER TO
Regulatory Division
Action ID No. 199830440
Mr. John Dorney
Division of Water Quality
NC Department of Environment and
Natural Resources
4401 Reedy Creek Road
Raleigh, North Carolina 27607
Dear Mr. Dorney:
May 7, 1998
I I
1 MAY 1 21998
s
ii'R' ANUS GROUP
_, _o '' 'rr.c?QUALITY S?CTtON? ...., ,?

Enclosed is the application of Waterside Landing Properties, LLC for Department of the
Army authorization and a State Water Quality Certification to culvert and discharge 10,000 cubic
yards of back fill material over approximately 600 linear feet of creek channel and approximately
0.6 acre of combined open water pond and intermittent channel to accommodate the construction
of a commercial development (Waterside Crossing). Your receipt of this letter verifies your
acceptance of a valid request for certification in accordance with Section 325.2(b)(ii) of our
administrative regulations.
We are considering authorizing the proposed activity pursuant to Section 404 of the Clean
Water Act, and we have determined that a water quality certification is required under the
provisions of Section 401 of the same law. A Department of the Army permit will not be granted
until the certification has been obtained or waived.
In accordance with our administrative regulations, in most cases, 60 days after receipt of a
request for certification is a reasonable time for State action. Therefore, if you have not acted on
the request, or asked for an extension of time, by 29 June 1998, the District Engineer will deem
that waiver has occurred.
-2-
Questions or comments may be addressed to Steve Chapin in our Asheville Regulatory
Field Office, telephone [phone].
Sincerely,
???N i -cvr?L
Robert W. Johnson
Office Manager
Asheville Regulatory Field Office
Enclosure/as
Copies Furnished (without enclosure):
Mr. John Parker
Division of Coastal Management
North Carolina Department of
Environment and Natural Resources
Post Office Box 27687
Raleigh, North Carolina 27611-7687
CORRESPONDENCE LOG
ORIGINATOR: 13 J
DATE LOG GIVEN TO PROG ASST: J -? 1

APPLICANT DESCRIPTION
(application No., Enforcement
No., Card Letter No., etc) INCL. TO
WORD
PROCESSING
FILE NAME
DATE
COMPLETED

L
P) 4 N
n ,
L( ? y

B.K. BARRINGER & ASSOCIATES, P.A. Architecture
104 Westfield Center NC 150 and US 21 Engineering
Mooresville, North Carolina 28115-8812 Planning
Telephone [phone] Fax [phone]
April 9, 1998
Robert Johnson
U.S. Army Corps of Engineers
Regulatory Field Office
151 Patton Avenue, Room 143
Asheville, NC 28801-5006
RE: Waterside Landing Mixed-use Development
Southeast Quadrant NC Hwy. 16 & NC Hwy. 73
Lincoln County, North Carolina
Dear Mr. Johnson:
Attached you will find a completed Application for Department of The Army Permit for the above
referenced project. This package has been revised to show proposed stream protection buffer on 28
acres parcel owned by Waterside Landing Properties, LLC. We respectfully request that you proceed with
processing this application package at your earliest convenience.
Please advise if any additional information is needed. Thank you for your assistance and understanding
during the permit process.
Yours Truly,
B.K. BARRINGER & ASSOCIATES, P.A.
4-10__??' At,"
Donald L. MundaY, P.E.
NC Registration No. 17327
cc: Larry Griffin, Sr., Waterside Landing Properties, LLC
Mike Parker, NCDWQ, Mooresville Regional Office
Leonard S. Rindner, PWS
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT I OMB APPROVAL NO. 0710.003
133 CfR 325) Expires October 1996
Public reporting burden for this collection of information is estimated to average 5 hours per response, including the time for reviewing instructions, searching existing data sources,
gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this
collection of information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information Operations and Reports,
1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 12202.4302; and to the Office of Management and Budget. Paperwork Reduction Project (0710.0003), Washington, OC 20503.
Please DO NO RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having jurisdiction over the location of the proposed
activity.
PRIVACY ACT STATEMENT
Authority: 33 USC 401, Section 10; 1413, Section 404. Principal Purpose: These laws require permits authorizing activities in, or affecting, navigable waters of the United States, the
discharge of dredged or fill material into waters of the United Slates, and the transportation of dredged material for the purpose of dumping it into ocean waters. Routine Uses:
Information provided on this form will be used in evaluating the application for a permit. Disclosure: Disclosure of requested information is voluntary. If information is not provided,
however, the permit application cannot be processed nor can a permit be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this application (see sample drawings and
instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed activity. An application that is not completed in full will be returned.
1. APPLICATION NO.
2. FIELD OFFICE CODE
BFI D
5. APPLICANT'S NAME
Waterside Landing Properties, LLC
6. APPLICANT'S ADDRESS
1545 West Trade Street
Charlotte, NC 28216
7
A
a. Residence [phone]
b. Business [phone]
3. DATE RECEIVED
4. DATE APPLICATION COMPLETED
fILIFD BYAPPLICAN71
B. AUTHORIZED AGENT'S NAME AND TITLE L,o,yarisiwrrpv;-es
9. AGENT'S ADDRESS
a. Residence
b. Business
H. STATEMENT OF AUTHORIZATION
I hereby authorize, to act in my behalf as my agent in the processing of this application and to furnish, upon request, supplemental information in support
of this permit application.
APPLICANT'S SIGNATURE
12. FF.OJECT NAt1E OR TITLE b<e insvvr oa)
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
taterside Crossing Mixed-Use Development
13. NAME OF 1YATERBODY, IF KNM%IN 1L;;a:.aU 14. PROJECT STREET ADDRESS rd,ooa.,u?/
Un-named tributary to Forney Creek
15. LOCATION OF PROJECT
Lincoln
COUNTY
NC
STATE
N / A
DATE
b. UI'Uii LOCATION DESCRIPTIONS, IF KN014'N, pre?rwn;My
Catawba Springs Township
17. DIRECTIONS TO THE SITE
Southeast Quadrant of NC Hwy 16 and NC h-wy 73
Individual Permit Application
Index of Attachments
Project Description - Overview --------------------------------------------
Vicinity Map - Project location ---------------------------------------------
Project plans:
Alternative site layout analysis -------------------------------------
Existing site boundary & topo --------------------------------------
Proposed site plan Commercial & residential ------------------
Proposed site grading & storm drain plan -----------------------
Proposed water quality BMP Stormwater calculations ----------------
Proposed water quality BMP plan view -----------------------------------
Adjacent property owner plan -----------------------------------------------
Adjacent property owner names and addresses -----------------------
Copy of USGS Quad Map ---------------------------------------------------
Copies of approvals:
Preliminary site plan approval from Lincoln County ----------
Erosion Control Plan review checklist and approval letter --
Project summary and mitigation considerations ------------------------
Pages 1 - 2
Pages 3 - 4
Pages 5 - 9
Page 10
Page 11
Page 12
Pages 13 - 14
Page 15
Page 16
Page 17
Page 18
Page 19
Pages 20 - 25
Page 26
Narrative for Waterside Crossing
Individual Permit Application
Overview
East Lincoln County is the fastest growing sub-area in Lincoln County due its
geographic relationship with Lake Norman. Lake Norman, with over 525 miles of shoreline, is
bounded by four counties, and has become a magnet for growth in the northern Charlotte
Region.
Waterside Crossing is located at the intersection of NC 73 and NC 16 in East Lincoln
County, NC across from a smaller commercial development anchored by FoodLion and Eckerd
Drugs. NC 73 is the southern most of two east-west routes that connect the four counties
surrounding Lake Norman. NC 16 is the only significant north-south route on the western side
of Lake Norman in East Lincoln County. This intersection is anticipated to play a role equivalent
to those at Exits 25 and 28 of I-77 in Cornelius and Huntersville, Mecklenburg County. The
planned relocation of NC 16 as a limited access divided highway to the west of its present
location will enhance the importance of Waterside Crossing as a major service center for Lake
Norman and East Lincoln County.
Waterside Crossing is comprised of 150-acres zoned Planned Mixed Use. It is divided
into two major components: The 92 acre single-family residential section that is owned by
Waterside Landing Residential, LLC, and is in the Catawba River Watershed. The 58 acre
commercial/multi-family section that is owned by Waterside Landing Properties, LLC is in the
subject watershed. Special attention from a zoning and subdivision point of view has been given
this project due its size, its impact on commercial development and its status as the first project
to be developed under the Planned Mixed Use Zoning in Lincoln County.
The hallmark of this zoning is the attention to buffers surrounding the project and the
dedication of significant amounts of improved common open space. Of the 150 acres, almost
30 acres has been set aside as common open space of which over 16 acres are landscaped
perimeter buffers.
Waterside Crossing helps fulfill the land use plan for East Lincoln County in a tasteful,
well planned effort which is attested to in the accompanying letter and maps of East Lincoln
County from the Lincoln County Planning Department. The location, size and comprehensive
approach to planning of Waterside Crossing will establish it as an anchor for growth in East
Lincoln County. The NC 16/NC 73 location has been identified by the land use plan and the
projected land use plan as a regional commercial location.
The project commenced in June of 1996. Due to its importance to the commercial
development in East Lincoln County, special efforts were taken in the planning phase to
incorporate the input of the Lincoln County Planning Department. The project was rezoned to a
Planned Mixed Use zoning with preliminary site sketch plan approval on January 20, 1997.
Engineering construction drawings were commenced immediately with plans submitted for NC
Division of Land Quality approval on August 4, 1997. The erosion control plan was approved
PROJECT DESCRIPTION WADE tM WO USE KWLOPMW B.. BARRINGER & ASSOCIATES, P.A.
SOUTHEAST QUADRANT of ENGINEER/DESIGNER/PLANNER
NC HWY. 16 & NC HWY. 73 104 WESMELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Carolina 28115
[phone]
OVERVIEW INDIVIDUAL PERMIT PACK/AGE SUPPLEMENT PAGE 1
DATE: SCALE: 2/'17/98
on August 20, 1997 without reference to 401 Water Quality Certification or wetland issues
noted. Construction commenced immediately.
At build-out, the project has an estimated $90,500,000.00 market value, contributing
over $787,500.00 in property taxes and utility district assessments annually. The following
breaks out the cost of the individual components.
The single-family residential section of the project is in the WS IV Protected
classification of the Catawba River Watershed. 184 homesites on 92 acres are being
developed under the low-density option of two units per acre. It has an estimated developed
market value of $47,200,000.00 with annual property taxes of approximately $408,500.00. The
raw land cost attributed to the site is $9,000 per acre with infrastructure development costs of
$26,000 per acre.
The commercial/multi-family section of the project does not lie in a classified Water
Supply Watershed. This portion of the project is divided into three uses; the retail and retail
outparcel use (22 acres) (the subject of this application), the professional office use (18 acres)
and the townhouse use (18 acres).
The retail/retail outparcel portion of the project is the subject of the Individual Permit
Application. NC 73, NC 16 and the Boulevard bound the site on three sides. Due to the
demand for the center to provide access from three thoroughfares, the placement of the
primary tenant along the eastern property line is imperative to the success of the project.
Commitments have been made for the sale of the retail center and several of the outparcels.
The fully developed retail center/outparcel area has an estimated market value
exceeding $15,000,000.00 with annual property taxes of approximately $131,000.00. The raw
land cost attributed to the site is $30,000 per acre with infrastructure development costs of
$20,000 per acre.
The professional/office and townhouse uses are separated from the retail/retail
outparcel uses by a four lane divided boulevard connecting South Pilot Knob Rd. to NC 16.
Discussions are underway with Lincoln Medical Center in Lincolnton, NC to enhance their
commitment to establishing a medical services center for East Lincoln County at this location.
Additional medical related office and professional tenants are expected to be attracted by their
investment in the project.
The fully developed professional/office area has an estimated market value of
$13,000,000.00 with annual property taxes of approximately $114,000.00. The raw land cost
attributed to the site is $22,000 per acre with infrastructure development costs of $24,000 per
acre.
The townhouse community will be developed as a medium density project.
Approximately 7-8 units per acre are planned. Significant buffer and landscaped areas are
planned to provide continuity among the variety of uses in the project. It has an estimated
developed market value of $15,300,000.00 with annual property taxes of approximately
$134,000.00. The raw land cost attributed to the site is $15,000 per acre with infrastructure
development costs of $24,000 per acre.
PROJECT DESCRIPTION WATIM ? USE MW B.. BARRINGER & ASSOCIATES, P.A.
SOUTHEAST QUADRANT of ENGINEER/DESIGNER/PLANNER
NC HWY. 16 do NC HWY. 73 104 WESTfIELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Carolina 28115
[phone]
OVERVIEW
INDIVIDUAL PERMIT PACKAGE SUPPLEMENT
SCALE: N A
DATE: 02/1 /98
PAGE 2

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WATERSIDE CROSSING MIXED USE DEVELOPMENT B.K. BARRINGER & ASSOCIATES P
A.
VICINITY MAP SOUTHEAST QUADRANT of ,
ENGINEER/DESIGNER/PLANNER .

PROJECT LOACTION NC HWY. 16 do NC HWY. 73
LINCOLN COUNTY, NORTH CAROLINA 104 WESIFIELO CENTER
Mooresville, North Carolina 28115
664-7888

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WATERSIDE CROSSING FIXED USE DEVELOPMENT B.K. BARRINGER & ASSOCIATES
P.A.
VICINITY MAP SOUTHEAST QUADRANT of ,
ENGINEER/DESIGNER/PLANNER

PROJECT LOACTION NC HWY. 16 do NC HWY. 73
LINCOLN COUNTY, NORTH CAROLINA 104 WESTFIELD CENTER
Mooresville, North Carolina 28115
X704) 664-7888
_,_
1,000 SCALE: 1" =1000'
PAGE 4
0 2.000
Review of Alternative Site Plans
For Waterside Crossing
Individual Permit Application
Attached are four alternative sitings of the retail anchor and local shop space
required of the retail section of Waterside Crossing. Due to land and development costs
it is necessary for the site to yield six retail outparcels in addition to the retail shop space.
The retail section has three frontage roads that constrain site planning: NC 73 to the
north, NC 16 to the west and the Boulevard that connects the professional office,
townhouse and single family residential sections of the project. All major anchor tenants
require visibility to all thoroughfares that serve prospective customers. Local shop space
requires somewhat less visibility than the anchor space, but needs to be connected to and
along customer pathways to the anchor tenant.
In each of the alternatives, the pond and the ditch come to play in the development
of the site. A careful examination of the locations shown on Alternatives A-D reveals that
the only way for the major retail tenant to address all three thoroughfares as well as
providing 6 retail outparcels is to situate the rear of the retail center toward the eastern
property line. This configuration also allows delivery and service vehicles to approach the
retail space from the blind side of the site.
It is apparent that this site is unique. The commercial importance of NC 73, NC 16
and the Boulevard in the economic scheme of East Lincoln County justifies the efficient
use of land.
REVIEW OF WAT9W W= k10 USE Wffl MBf B.. BARRINGER & ASSOCIATES, P.A.
16 QUADRANT of ENGINEER/DESIGNER/PLANNER
ALTERNATIVE SITE PLANS SOUTHEAST
NC HWY. 16 & NC HWY. 73 104 STFlELD CENTER
LINCOLN COUNTY, , NORTH CAROLINA Mooresville, North Carolina 28115
[phone]
NARRATIVE
INDIVIDUAL PERMIT PACKAGE SUPPLEMENT
SCALE: N A
DATE: 02/1 /98
PAG E 5
ALTERNATIVE "A"

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REVIEW OF WATUM MM MDU USE 0M Y B.. BARRINGER & ASSOCIATES, P.A.
SOUTHEAST QUADRANT of ENGINEER/DESIGNER/PLANNER
ALTERNATIVE SITE PLANS NC HWY. 16 & NC HWY. 73 104 WESTFIELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Corolino 28115
[phone]
ALTERNATIVE "A"
INDMDUAL PERMIT PACKAGE SUPPLEMENT
SCALE: %/A.
DATE: 02/8
PAG E 6
ALTERNATIVE "B"
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NC 73
NOT TO SCALE
REVIEW OF WATOW MW MD D USE DEVEIOPIIENi B.. BARRINGER & ASSOCIATES, P.A.
NC HW of ENGINEER/DESIGNER/PLANNER
ALTERNATIVE SITE PLANS SOUTHEAST QUADRANT
NC HWY. 18 Qc NC HWY. 73 104 WESTFlELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Carolina 28115
[phone]
ALTERNATIVE INDIVIDUAL PERMIT PACKAGE SUPPLEMENT PAGE 7
SCALE: N A
DATE: 02/1 /98
ALTERNATIVE "C"
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NC 73
REVIEW OF WATOW CR06 X MD D USE DEIIQUPIIENf B.. BARRINGER & ASSOCIATES P.A.
SOUTHEAST QUADRANT of ENGINEER/DESIGNER/PLANNER
ALTERNATIVE SITE PLANS NC HWY. 16 & NC HWY. 73 104 WESTFlELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Carolina 28115
[phone]
ALTERNATIVE "C" INDIVIDUAL PERMIT PACKAGE SUPPLEMENT PAGE 8
DATE: 02/ 1/98
ALTERNATIVE "D"
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NC 73
NOT TO SCALE
REVIEW OF WATEW CRM WO USE DEY WIff B.K. WRINGER & ASSOCIATES, P.A.
SOUTHEAST QUADRANT of ENGINEER/DESIGNER/PLANNER
ALTERNATIVE SITE PLANS NC HWY. 16 & NC HWY. 73 104 WESTFIELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Carolina 28115
[phone]
ALTERNATIVE » D" INDIVIDUAL PERMIT PACKAGE SUPPLEMENT
SCALE: N A
DATE: 02/1 /98
PAGE 9
J)
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NC HWY. 73
01
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O F 4

EXISTING SITE WATERSIDE CROSSING MIXED USE DEVELOPMENT B.K. BARRINGER & ASSOCIATES, P.A.

BOUNDARY & TOPO SOUTHEAST QUADRANT of
NC HWY 16 & NC HWY. 73 ENGINEER/DESIGNER/PLANNER
104 WESTFIELD CENTER
LINCOLN COU1:I i, NORTH CAROLINA Mooresville, North Carolina 28115
(704) 664--7888
300
?__----?? INDIVIDl1Al_ PERMIT PACKAGE. SUPPLEMENT
'
'
" PAGE 10
;CALL: )
? 300
0 I"=300' 600 DATE: 02/17/98
STREAM FOR f paopc, sb
?Ro'f?Ll?o?-J ??cFFER

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VICINCI'1' MAP
A .?
.4-
PROPOSED SITE PLAN
COMMERCIAL & RESIDENTIAL
800
0 1' •-800
1,600
i
B-c;
WATENDE MNG ICED USE DE"M
SOUTHEAST QUADRANT of
NC fiWY. 16 do NC HWY. 73
UNCOIN COUNTY, NORTH CAROLINA B.K. BARRINGER & ASSOCIATES, P.A.
ENGINEER/DESIGNER/PLANNER
101, WESTHEI-D CENTER
Moorosvillo, North Corolino 28115
(704) 664-78W3
INDMDUAI- PERMIT PACKAGE SOPPL.EMEW
SCALE: 1'-600' PAC, E 11
DATE: 02/ 1 7/98
KF.vISxD: ?41r?f 9>l
NC HWY. 73
1 J r" \
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PROPOSED SITE WATERSIDE CROSSING MIXED USE DEVELOPMENT B.K. BARRINGER & ASSOCIATES, P.A.
SOUTHEAST OUADRANT of ENGINEER/DESIGNER/PLANNER
GRADING & STORM DRAIN NC HWY 16 .4 NC E1WY 73 104 WESTFIELD CENTER
UNCO1 N COUNTY, NORTH CAROLINA Mooresville, North Corolino 28115
(704) 664 -7888
300 INDIVIDUAL. PERMIT PACKAGE SUPPLEMENT PAGE 12
-- `_•CAl_E. 1 =500' l7
0 1'=300' 600 DATE: 02/11/98
rage 1 Or 1
JOB NO.: 97-01-05-A
PROJECT: WATERSIDE CROSSING RETAIL DEVELOPMENT DATE: 01/19/98
S.E.Q. of NC Hwy. 16 & 73, Lincoln Co., North Carolina
Water Quality Stormwater Calculations:
Based on Water Quality Project Area Only
Watershed Classification:
Impervious Cover:
Total Project Area:
Area Within R/W:
Net Site Area
Max. Allowable Impervious Area
na
70.00 % with High Density Option
Acres SF
65.90 2,870,604
0.00 0.00
65.90 2,870,604
46.13 2,009,423
Total Watershed Area: 99.25 4,323,330
Total Project Area: 65.90 2,870,604
Water Quality Project Area: 25.00 1,089,000
Proposed Project Impervious Areas: 17.50 762,300
Actual Percentage of Impervious Cover: 70-00% Percent USE 70.00%
Permanent Pool Depth:
SA/DA Ration From Chart:
Perm. Pool Surface Area Re
Calculate Volume of 1 " Stor
Vol. of 1 " Storm =
4.00
2.2'
mired: 0.57
m Using Rv Method:
1.4167 Acre-Feet
Feet
7 For 85% Efficiency
24,720 11Square Feet
61,710 Cubic Feet
Size Orifice For Drawdown of 1" Storm in 2 Days:
Max. Required Flow for Orifice: 0.3571 CFS
Average Head ((Riser - WS)/2): 1.5 Feet
Using Orifice Eqn. The Area Req'd. is: 8.7204 Sq. Inches
Required Diameter: 3.33 Inches, Us 2.50 Inch Diameter
Resultant Drawdown Time: 85.27 Hours
3.55 Days - O.K.
Size Anti-floatation Block for Riser
Weight of Water Displaced:
Boyuant Dead Weight of Box:
Weight of Concrete Required:
Volume of Concrete Required:
Use Concrete Anchor Dim
Volume Of Concrete Provided:
8'x8'x8.9' High Cast in Place Conc. Box
44984.16 Pounds
16801.68 Pounds
32409.85 Pounds (1 .15 * Wt. of Water Displaced)
369.98 Cubic Feet 13.70 Cubic Yards
12 Feet Wide 12 Feet Lon 31 Inches Deep
372 Cubic Feet - O.K. 13.78 Cubic Yards
PROPOSED WATER QUALITY BMPSSING IAXED USE DEVEIOPIIENT B.K. BARRINGER do ASSOCIATES, P.A.
STORMWATER CALCULATIONS SOUTHEAST QUADRANT of ENGINEER/DESIGNER/PLANNER
NC HWY. 16 do NC HWY. 73 104 W TTIELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, Norih Carolina 28115
[phone]
INDIVIDUAL PERMIT PACKAGE SUPPLEMENT PAGE 3
SCALE: N A
DATE: 02/1 /98
JOB NO.: 97-01-05-A
PROJECT: WATERSIDE CROSSING RETAIL DEVELOPMENT DATE: 01/19/98
S.E.Q. of NC Hwy. 16 & 73, Lincoln Co., North Carolina
Surface Area to Drainage Area Ration (SA/DA) for Permanent Poo/ Sizing
For 85% Pollutant Removal Efficiency
Impervious % 3.0 4.0 5.0 6.0
10 0.59 0.49 0.43 0.35
20 0.97 0.79 0.70 0.59
30 1.34 1.08 0.97 0.85
40 1.73 1.43 1.25 1.03
50 2.00 1.73 1.50 1.33
60 2.39 2.03 1.66 1.51
70 2.75 2.27 1.96 1.79
7.0 8.0 9.0

0.31 0.29 0.26
0.51 0.46 0.44
0.70 0.64 0.62
0.90 0.82 0.77
1-09 1 .00 0.92
1.29 1.17 1.10
1.48 1.35 1.29
Dimensions based on 2 TO 1 SIDE SLOPES
Height Above NP Elev 0
Estimated Width in Feet 111

Estimated Length in Feet 222
Est. Surface Area 24,720
**INCREMENTAL VOLUME
**CUMULATIVE VOLUME 1

115
230
26,531
25,620
25,620 2

119
238
28,406
27,463
53,084 3

123
246
30,345
29,370
82,454
4
127
254
32,348
31,341
113,794
5
131
262
34,414
33,376
147,170
6
135
270
36,545
35,474
182,645
7
139
278
38,740
37,637
220,282
** STORAGE VOLUME MEASURED ABOVE NORMAL POOL
Stora a Required- 61,710
Stora a Provided: 82,454 at 3 Feet Above Normal Pool
Actual Surface Area 23,796
**INCREMENTAL VOLUME
**CUMULATIVE VOLUME 26,759
25,263
25,263 29,755
28,244
53,507 32,774
31,252
84,759 35,825
34,288
119,047 38,960
37,382
156,429 42,135
40,537
196,966 p
14,045
211,011
** STORAGE VOLUME MEASURED ABOVE NORM
Actual Storage Provided: 61,710 AL POOL
at
2.39
Feet Above Normal Pool
PROPOSED WATER QUALITY BMP 6T9W MM WXED tU DEV LOW B.K. BARRINGER do ASSOCIATES, PA
SOUTHEAST QUADRANT of ENGINEER/DESIGNER/PLANNER
STORMWATER CALCULATIONS NC HWY- 16 k NC HWY. 73 104 WESTFIELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooreevllle, North Corollno 28115
[phone]
INDIVIDUAL PERMIT PACKAGE SUPPLEMENT I PAGE 14
SCALE: N A
DATE: 02/1 /98
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--------- -------
PROPOSED WATER QUALITY BMP WATERSIDE 501AiU1/ H?1GT QU?ADR4NT or F JfflGER E& NASSOCIATESER/ P.A.
PLANNER
RETAIL SITE NC HWY. 16 & NC HWY. 7,3 104 WESTFIELD CEN
TER
LINCOLN COUNTY, NORTH CAROLINA oresville, North Corolino 28115
[phone]
100 INDIVIDUAL PERM
SCALE: A IT PACKAGE SUPPLEMENT PAGE 15
0 1 100' 200
REVISED: 04 09/ 98

17 16 ; 15'?
8
?9
I'0
ADJACENT PROPERTY WATERSIDE CROSSING MIXED USE DEVELOPMENT B.K. BARRINGER & ASSOCIATES
P.A.

OWNER PION
PM N QUADRANT of
NC HWY. 16 k 14C HWY. 73 ,
ENGINEER/DESIGNER/PLANNER
104 WESTFIELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Corolino 28115
6
4--7888
(704)) 6
?---?? --- ------------- -- INDIVIDUAL PERMIT PACKAGE SUPPI I MENT [
6
PACE
16
NOT TO SCAI-F - SCALE: N/A
GATE: 02/17/98
- REVISE U:Ogfo9?9_f3
Waterside Crossing
Neighboring Property Owners
ID # Name Address Address Zip
1 Lynn W. Jetton 187 South Pilot Knob Rd Stanley, NC 28164
2 Rex David Tench 213 South Pilot Knob Rd Stanley, NC 28164
3 Florence Bernice Nixon 133 South Pilot Knob Rd Stanley, NC 28164
4 Mrs. R.F. Womack Rt 1 Stanley, NC 28164
5 Mrs. J. Holland Hager, Heirs 176 Killian Farm Rd Stanley, NC 28164
6 Isabell H. Stilwell 334 Killian Farm Rd Stanley, NC 28164
7 Alice Hager, Heirs 176 Killian Farm Rd Stanley, NC 28164
8 N.W and Louise D. Jones 438 South Hwy 16 Stanley, NC 28164
9 James C. and Barbara Sifford 721 Lichfield Rd Winston Salem, NC 27104
10 Perry P. and Doris B. Sifford 7655 Sifford Rd Stanley, NC 28164
11 Charles Anthony McKale 1386 South Hwy 16 Stanley, NC 28164
12 Dawn M. Johnson 1455 South Hwy 16 Stanley, NC 28164
13 Lynn A. and Marsha Sifford 7510 Easy Trail Stanley, NC 28164
14 Harold D. Poole P.O. Box 734 Mt. Holly 28120
15 Robert Daniel Howie 7428 Easy Trail Stanley, NC 28164
16 Steven H. Beck 614 Avenel Ln Stanley, NC 28164
17 Ken Lawing Builders, Inc. P.O. Box 468 Denver, NC 28037
18 Tony R. Jones 1418 Nature Preserve Tr Denver, NC 28037
19 Richard F. Slaughter 609 Freemont Ln Stanley, NC 28164
20 Richard and Kimberly Manlove 411 South Pilot Knob Rd Stanley, NC 28164
21 John Jones, Heirs 7996 Hwy 73 Stanley, NC 28164
22 Ronald L. Best 397 South Pilot Knob Rd Stanley, NC 28164
23 Charles W. and Eleanor Fowler 406 South Pilot Knob Rd Stanley, NC 28164
24 Ernest Y. Nixon 424 South Pilot Knob Rd Stanley, NC 28164
25 John H. and Linda and GW Gore Reeves 6941 Brookshire Blvd Charlotte, NC 28216
26 Dawal, LL,C P.O. Box 9 Lincolnton, NC 28093
27 People's Bank P.O. Box 467 Newton, NC 28658
28 James E and Robert Green 1400 Harding PI Charlotte, NC 28204
29/30 Primax Properties, LLC 1115 East Morehead St Charlotte, NC 28204
31 Larry E. Jones 483 South Hwy 16 Stanley, NC 28164
32 Alice Hager, Heirs 176 Killian Farm Rd Stanley, NC 28164
33/34 Bobby G and Marcella Wike 117 North Pilot Knob Rd Denver, NC 28037
35 TransContinental Gas Pipeline P.O. Box 1396 Houston, TX 77251
36 Timothy L and Rhonda Tench 148 South Pilot Knob Rd Stanley, NC 28164
ADJACENT PROPERTY WATERSIDE CROSSING MIXED USE DEVELOPMENT B.K. BARRINGER & ASSOCIATES, P.A.
NAMES & ADDRESSES SOUTHEAST QUADRANT of
NC HWY. 16 & NC HWY. 73 ENGINEER/DESIGNER/PIANNER
104 WESTFIELD CENSER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Carol no 213115
[phone]
-- INDIVIDUAL PERMIT PACKAGE SUPPLEMENT

/A
SCALE N/A
PAGE
7
0 NOT TO SCALE _ DATE: 02/17/98
III. / ? ? ? C
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USGS QUAD MAP WATERSIDE CROSSING FIXED USE DEVELONMENT B.K. BARRINGER & ASSOCIATES, P.A.
SOUTHEAST QUADRANT of ENGINEER/DESIGNER/PLANNER
EXISTING TOPO NC HWY 16 & NC HWY. 73 104 WESTFIELD CENTER
LINCOLN COUNTY, NORTH CAROLINA Mooresville, North Carolino 28115
(704) 664'-7888
2000 INDIVIDUAI PERMIT PACKAGE SUPPLEMENT
SCALE Cl-2000' PAGE 18
0 1"-2000 4000 0ATF: 02/11/98
_i?t.N co??ti
COUNTY OF LINCOLN, NORTH CAROLINA
302 NORTH ACADEMY STREET, LINCOLNTON, NORTH CAROLINA 28092
BUILDING AND LAND DEVELOPMENT
[phone] OFFICE
[phone] INSPECTION REQUEST
[phone] FAX
January12, 1998
B. K Barringer & Associates
104 Mooresville Center
Mooresville, NC 28115
RE: Waterside Crossings Individual Permit Application
To Whom It May Concern,
This letter is to serve as written verification that the Waterside Crossings Planned
Mixed-Use District, currently under construction at the intersection of Highway 16
and Highway 73 in the Catawba Springs Township, was rezoned to Planned
Mixed Use on January 20, 1997 after approval by the Board of Commissioners. A
concept plan for the development was also approved at that time. A preliminary
phase approval for the project is pending the results of a traffic impact study
(currently in progress) and an approved water and sewer line plan. Portions of
the water and sewer plan have already been approved by the county engineer.
The Waterside Crossings Planned Mixed Use District is compatible the County's
Land Use Plan and with current and projected land uses in that particular area.
If I can provide more information or answer any questions, please do not hesitate
to call my office at [phone].
Sincerely,
Judy Francis
Zoning Administrator
H
State of North Carolina
Department of Environment
and Natural Resources
Mooresville Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Mr. Larry Griffin, Manager
Waterside Landing Properties, Inc.
1545 West Trade Street
Charlotte, North Carolina 28216
Dear Mr. Griffin:
4 • •
NCDE? Ror ENVIRONMENT AND N,vuRAL RESOURCES
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
October 13, 1997
This office has received a soil erosion and sediment control
plan for the project listed on page two which was submitted as
required by the North Carolina Sedimentation Pollution Control
Act (G.S. 113A-57).
Please be advised that the Act requires that all persons
disturbing an area of one or more acres of land must obtain
approval of a soil erosion control plan prior to the commencement
of the land-disturbing activity. The Act further states that
this plan must be filed a minimum of 30 days prior to the
activity and the approving authority must approve or disapprove
the submitted plan within 30 days of receipt. Failure of the
approving authority 'Co approve or disapprove the submitted plan
within the 30 days period will be deemed approval of the plan if
the submitted plan is complete. Commencement or continuation of
a land-disturbing activity under the jurisdiction
of this Act prior to the approval of an erosion and sediment
control plan is a violation of the Act.
We have performed a preliminary review of your submitted
plan and have determined that additional information will be
necessary before a final review can be completed. Enclosed ioa
c h e c ist of items that must be submitted before we can comp1Qte
the reYi-Qw prQGe5,5. Failure to provide the additional
information may result in disapproval of your plan.
919 North Main St., Mooresville, North Carolina 28115 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consurner paper (?
Page Two
If you have questions please do not hesitate to contact
Steve Allred of this office. Your cooperation in this matter is
appreciated and we look forward to working with you on this
project.
Sincerely,
Division of Land Resources
Land Quality Section
Project Name: Waterside Crossing Retail Center
Location: NC 16 @ NC 73 - Lincoln County
Submitted By: Waterside Landing Properties, Inc.
Date Received by Land Quality Section: October 10, 1997
cc: B. K. Barringer & Associates
SEA/ae
1z I
State of North Carolina
Department of Environment,
Health and Natural Resources
Mooresville Regional Office
Division of Land Resources
Land Quality Section
DEHNR
PROJECT NAME:
COUNTY: DATE: -I C)-(L)
EROSION AND SEDIMENTATION CONTROL PLAN CHECKLIST
To expedite the approval process, a cursory review of your submitted Erosion
Control Plan has been made and has shown the need for additional information as
specified below. To meet our review schedule, any ad itional information should
be received by this Office no later than . 2?• Failure to meet this
schedule may result in disapproval of your plan.
LOCATION OF PROJECT:
Including roads, streets,
watercourses and other major
landmarks or features
GENERAL SITE FEATURES:
Legend; north arrow, plan s c a l e,
erosion control measures, etc.
Property lines and boundaries of total
tract
Existing and proposed contours
Limit and acreage of disturbed area
Pl_nr._A & existing buiId ings and
elevations
Planned & existing road locations and
elevations
Lot and/or building numbers
Geographic features; rock outcrops,
seeps, springs, wetlands, streams,
lakes, dams, etc.
Easements & adjoining property uses
Profiles; streets, utilities, lateral
ditchlines, etc.
Stockpile locations
Plan proposes 150 feet or morc? stream
disturbance, 401 Water Quality
certification may be necessary for this
project. Please contact Rrrx Gleason
with the F7??t r Quality Sect icr.; it
704-663-1699.
DESIGN CALCULATIONS:
Preconstruction runoff calculations,
for each outlet from the site (at
each peak discharge location)
Culverts and storm sewers
Open channels; existing and planned
(include temporary linings)
Energy dissipators, (include stone
size and dimensions)
Sediment basins, pits, check dams
FINANCIAL RESPONSIBILITY OWNERSHIP FORM
7 - -
Completed notarized Financial
nsib'1'ty/ownership Form
ccurate application fee
Certificate of assumed name, if the
owner is a Partnership
-LA e-p-\A/ t rf 1,1 ,(4,L-1?r-r- cr 7
VEGETATIVE STABILIZATION:
Methods of soil preparation
Seed type and rates (temporary &
permanent)
Fertilizer type and rate
Flinch type and rate
I >
-CONTINUED ON BACK-
-2-
EROSION CONTROL MEASURES:
_ Location of measures, temporary and
permanent erosion control measures
Construction drawings, details for
temporary and permanent erosion control
measures
Maintenance requirements of measures
_ Contact persons for maintenance of
measures
BORROW AND/OR WASTE AREAS:
_ If the same person conducts the land-
disturbing activity and any related
borrow or waste activity, that
borrow/waste activity shall constitute
part of the land-disturbing activity,
unless the borrow/waste activity is
regulated under the Mining Act of 1971,
or is a landfill regulated by the
Division of Solid Waste Management. If
the land-disturbing activity and the
related borrow/waste activity are not
conducted by the same financially
responsible party, they shall be
considered separate land-disturbing
activities.
SITE DRAINAGE FEATURES:
Drainage features; existing and
planned (including off-site areas
that drain through the project)
Size of sub-watersheds (Acres)
Culverts & sewers; size and location
_ Soils information (type, special
characteristics)
Name and classification of receiving
watercourse or name of municipal
operator (where stormwater
discharges)
NARRATIVE AND CONSTRUCTION SEOUENCE:
Nature and purpose of project
Construction sequence as it relates
to sedimentation and erosion control
including provisions for the
installation of critical measures
prior to the initiation of the land-
disturbing activity; all maintenance
of measures; and the removal of
measures after areas they serve have
been permanently stabilized.
OTHER I': F0RASAT10N:
1 1 ?. l AL - ?I?L??/ D. C,Spo,JS L
?roject Name: yy
reviewed by: _-----
-c: Rex Gleason - Water Quality
County:
Date:
Ao-.t?;_- 91
23
State of North Carolina
Department of Environment
and Natural Resources
Mooresville Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt,. Secretary
Mr. Larry
Waterside
1545 West
Charlotte,
Griffin, Manager
Landing Properties,
Trade Street
4••
NCDENR
ENVIRONMENT AND N.aURAL RE50URcE5
DIVISION OF LAND RESOURCES
LAND QUALITY SECTION
October 28, 1997
Inc.
North Carolina 28216
RE: LETTER OF APPROVAL (For Sites with Disturbed Area
Project Name:
Location: NC
Submitted By:
Date Received:
New Submittal:
River Basin:
Dear Mr. Griffin:
Exceeding Five (5) Acres)
Waterside Crossing Retail Center
16 @ NC 73 - Lincoln County
Waterside Landing Properties, Inc.
October 10, 1997
-X_ Revision
Catawba
This office has reviewed the subject erosion and
sedimentation control plan. We find the plan to be acceptable
and hereby issue this letter of approval.
Please be advised that Title 15 NCAC 4B .0017(a) requires
that a copy of the approved erosion control plan be on file at
the job site. You should consider this letter to give the Notice
required by G.S. 113A-61(d) of our right of periodic inspection
to insure compliance with the approved plan. Also, Title 15 NCAC
4B .0029 states that the erosion control plan shall expire three
years following this date of approval, if no land-disturbing
activity has been undertaken.
North Carolina's Sedimentation Pollution Control Program is
performance oriented, requiring protection of the natural
resources and adjoining properties. If following the
commencement of this project it is determined that the erosion
and sedimentation control plan is inadequate to meet the
requirements of the Sedimentation Pollution Control Act of 1973
(North Carolina General Statute 113A-51 thru 66), this office may
require revisions to the plan and implementation of the revisions
to insure compliance with the Act.
919 North Main St., Mooresville, North Carolina 281 IS Telephone [phone] FAX [phone]
An F.qu:+I Opportunity Affirmative Action Employer SO"/" recycled/l0% post-consumer paper ) /1
Page Two
"The land-disturbing activity described in this plan
may be subject to the approval of other Local,State or
Federal agencies,. This could include the Division of
Water Quality under storm water or water quality
regulations, the U.S. Army Corps of Engineers under
Article 404 jurisdiction, county, city or town agencies
under other local ordinances, or other approvals that
may be required. This approval cannot supersede any
other permit or approval."
Please note that this approval is based in part on the
accuracy of the information provided in the Financial
Responsibility Form which you have provided. You are requested
to file an amended form if there is any change in the information
included on the form. In addition, it would be helpful if you
notify this office of the proposed starting date for this
project.
Your cooperation is appreciated, and we look forward to
working with you on this project.
Sincerely,
Steve Allred
Asst. Regional Engineer
cc: B. K. Barringer Associates
Inspections Dept.
DEM - Water Quality
Enclosure: General Permit
SEA/ae

Project Summary and Mitigation Considerations
Waterside Crossing will play a major role in the commercial and retail market in east
Lincoln County. The project developers have made every effort possible to produce a
quality development and conform to all "current regulations" and zoning requirements.
The preliminary planning for this development began in 1996 and was rezoned with
preliminary site plan approval issued by Lincoln County January 20, 1997. A project
layout was developed based on "current regulations" at that time. Engineering design
followed with submittal to NCDENR, Land Quality Section on October 13, 1997,
approval was issued on October 28, 1997. Approvals did not mention additional
permit requirements during the review and approval process and construction began
based on approved plans.
The engineer of record for the project became aware of regulation changes regarding
stream disturbances while attending the North Carolina Erosion and Sedimentation
Control Design Workshop. Once aware of the new regulations, the engineer alerted
the USACE, Asheville Regulatory Field Office and initiated pre-application
consultations with the Corps and NCDENR, Division of Water Quality.
A stormwater quality BMP will be incorporated into the project buffers adjacent to NC
Hwy. 16 and NC Hwy. 73 to meet NCDWQ requirements. Approximately 0.47 acres of
wetlands will be incorporated in the BMP littoral shelf and forebay areas. The
developer agrees to a 1:1 stream mitigation ratio. In lieu of a 2:1 stream mitigation
ratio, the developer offers to provide a stream protection buffer along approximately
600 linear feet of stream in the same watershed as the stream disturbance. The stream
is located on a 28 acre parcel in the northwest quadrant of NC Hwy. 16 and NC Hwy.
73. A conditional use plan has been approved for this site with a density of 10 units per
acre. Revisions will be made to the approved plan as required to accommodate a
stream protection buffer.
----- - - -- --- ------
ROJ PROJECT SUMMARY AND WATERSIDE CROSSING FIXED USE DEVELOPMENT B.K
MITIGATION CONSIDERATIONS SOUTHEAST QUADRANT of
NC HWY. 16 NC HWY. 01
LINCOLN COUIJ T'f, NORTH CAROLINA
BARRINGER & ASSOCIATES,
ENGINE ER/DESIGNEii/Pl1WNER
104 WESTEIELD CENTER
Mooresville, North Carolina 28115
[phone]
P.A.
INDIVIDUAL PERMIT PACKAGE `;UPPl l im t4l I
SCALE: N/A P AG t-
/1\7 c 26
DATE: 02/17/98
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor AEJ
Wayne McDevitt, Secretary A. Preston Howard, Jr., P.E., Director
January 21, 1998
CERTIFIED MAIL
RETUILN RECEIPT REQUESTED
Mr. Larry Griffin, Sr.
Griffin Brothers Companies
15300 Holbrooks Road
Huntersville, NC 28078
SUBJECT: NOTICE OF VIOLATION
Waterside Crossing
Lincoln County
Dear Mr. Griffin:
On January 12, 1998 Mr. Eric Fleek and Mr. Mike Parker from the North Carolina Division of Water Quality
(NCDWQ) met with you and your representatives: Lynn Ridner, Sonia Perillo, Larry Griffin Jr., Donald Munday, and
B.K. Barringer. This meeting was the result of various. violations of State and Federal wetland regulations.
As a result of this inspection, it was determined that approximately 600' of stream has been placed in culvert
without proper authorization and that an undetermined quantity of wetlands (<1 acre) had also been filled without the
proper Federal and State authorization. These actions are violations of the Federal Clean Water Act.
As was discussed during the site visit, in addition to the 2:1 stream mitigation required of you by the U.S.
Army Corps of Engineers (USACOE), you will also be required by Section 401 of the Federal Clean Water Act to
comply with additional conditions required by NCDWQ. These requirements will include (but may not be limited to)
the installation and maintenance of a stormwater pond. This requirement was the main focus of the meeting and many,
many potential options for placement and design of this stormwater pond were examined NCDWQ understands that ?
this project wii! now require an Individual Permit (IP) by USACOE. As was discussed, you will also be required :o
apply to The North Carolina Division of Water Quality for a 401 Water Quality Certification If you can reduce your
stream impacts to less than or equal to 150' then stream mitigation will not be required by NCDWQ.
Please respond to this matter within 14 days upon receipt. Your response should include why these violations
occurred and what measures you plan to implement to rectify them. If you should have any questions regarding this
matter or the 401 process in general please feel free to call Mr. Eric Fleek or myself at [phone].
Program
Cc: Mike Parker, NCDWQ, Mooresville Regional Office
Steve Chapin, USACOE, Asheville Field Office
Donald Munday, B.K Barringer & Associates
Environmental Sciences Branch • 4401 Reedy Creek Road Raleigh, North Carolina 27607
Telephone [phone] FAX # [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post consumer paper
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. b ~?r ,"'w At"' kEWW P 0DECyEICATMS '-c ~H rMgNJq: Bi'T1CIi6 VEGETATION SHALL BE ACCOMPLISHM - , t
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9•' ~7~S• • r
MWA
r ~ r . n rs8 y kiay` 'Ai t t r ~iw W a Of
ORS w°+J~ _ s 9 .7:. s i r ~ ,L: • ,~!i{,~i
S a
01 W 0
750-_--.._~ -r- I ~
, r pq a z MIN B Om a
I TOP OF 744.00 , t r
>N4 >04 0
EM+ M V-4 U J NT ~ ~1-~ ;POOL
_ E>OSTING GRACE -
COLLAMS cm. NORM 1L. , pom ~ f..,
_ \ V& OW aEV- 740
4.• 740
10' MIN.
NORMAL EAR 7
OUT pat
V4 IL
y rM POOL EL
BOTTOM Euv- '*4m
IV TYPICAL I 8DTFOM MEW 7T.00 W. auT. 7 / . O L40
UYTORA SHE.F F TO BEEARTHEN 04FFLE I E EW EpSTMG AWE o0 or - W
- VATH A0CWT AQVAIIC. T 730 7J0 - AS SHOWN IN PLANTING DIT ^ - y Via'-o' -o-Xr~e' FROM Aeo SAL PM
_ I POAW T CdNQWW NCHIM
1 I r Date: 08/07/98
Nd?tr. Cr SWAKf
l I Scale: l p =50'Hor.
; t -5 Vert. itONS BA T BOX UST BE I a AL wn: DLM
NfA11IwR. 4 i ! I 1 Checked: DLM
I BEFORE YOU
,r CALL 1 -800-832- pIG 149 Job: 97-02-09-A
WRAW r r. N.C.IONE-CALL LAW I EN49TER Sheet
a c
~ 2+00 3+'J; c,.-• 6rd0 . '7rm' 0#00, 1JAWl8!/25/98
K, 'BAR.RINGER, JR., P. E. Owner: _ Approved: Date of Issue: 10 2 Shee
ktlenome;Qr"4fEiUN1D'& PUSUCATION OR REUSE OF THESE DRAWINGS OR ANY DETAILS WITHIN MUST BE WITH THE WRITTEN CONSENT OF B. K, BARR!
, f .y i , 5 .x AFT ik': ~ 'sE..ui'a {w

,~x . 5• sir: >'n a + :a
'~.al' ~ ~:~~rv '4•~wb~~ n ~ a'aC ~E n: _ fl 'jyk~e~h;~.. ~ ~ u ~
ky~ ~ d a'-1'4fs 3'i -v ' REVISIONS BY
trig
OLD 44,
s= AMdi Ml~b~alR pMMR 1 1 ,+Gfa
" low . de!!!yf 'A
fiFe
L tyraBc 'tie aARa o.joy sb4ructlont # s L ; "Rev f«g ~"tld atria 0OPW ref" bah raPglT eodd crew before 114,11 "t raIn "1 1 . i+ 4
In on T
w aoAsatbm system d+ bains Dk 4 awaw) IfFprapa ` 3 11 ~ 1 hpNS,` Ili. I .y 4
Tqc xrvloW b from- basin gmte sin bottpr e W t °m a~ IIa M 1
8. pond WN Pl for ~ t*4 os 11
r C. Reseed 91 s ewda MaWbYq ~1
oraded 11 in on mowbpr Reek v2to 4a
At E1a7 Sk rROeilW 1 /
OLD
1. A. Remavw aoahtubted sedknent *do the bottom of the outlet structure. 11 ue on i Z3 vq"E a r^" B. Check pas) depths at various Pleb in the pond. If depth Is less than two (2) feat, 1 5 15
of tour tat sedinsnt wD be removed to at Isilst original design depth 1
S 7519'21'E 1 5 74.5A A9~ OLD k t_4 / .a t fK iinnah 17.28' 1 te49? ; W
~ a ~ ~ 1 tit A. Ross the 0* . loopse Pot indgdlna normally submerged vegetated shelf. a00ordii g to the MURIEL L. LEMCft g ~z+ gi Co
eeaorr. 1fRekolium grace hW%K to be s& Inches 263/491 ~jW O o~D
B. CattgW,dnd ottw Mdlgeno" ritUnd plants. fro encouraged along the ps11d perknetr s \ s~. O z U 1~
however bsi frAwt be rw nortd Om they cove the entire surface of stet band. //NEW l q' PIN C. Tls erwoos b designed to draw E610V the pea M 2 - 5 days, If draw down Is not / s OLD mac
OoWpT~ 10that UvR the spwn may be dogged. The source of the dogging spust W ~-1 m
be fete end aEknInated. site,, D. All covioc ants of the Mention pe,d system must be kept In good woedif order. , q ~
low
9 I ^ v'
commucriom r L ate praparatiDM "'i gnat and sfrb fopaol from areas L"W the
embakmeot tetiandN bas, veg&bgi ,"roots and other ob)wlikboble 3/4 PK
material. To t011111j*,sediment deanout and restoration. dear tho pool area of ' LAJ O J
an brash, b1soi'= 'tom o¢jecCronabN mateids. Stockport ON topsoil or sow A _ containing 01r#1dr-for use on ilni;ouber shell of the embankment to Y O } i X Qy
facilitate
nos 2. OA-off b w* a cut-off bella+ along the centedine of the earth fin is, 0 I I I Q
06 t4. tit , bwKh M ttaDfi material, but in no ow mace It Nat T T °a WILLIAM T. LOFTIS
9,an 2 fl `.tit # lf trench Vktad into both. abutments to at Nast q e`s ,r 625/325
Me """A w"L Mdaf yle'fhk*nuT, bottom width wide enough • 163.61' numm
r to Permit epa0Doq. wtlan Ord p?dNn aWipmood but in no Case NM, ~ than 2411; , fidfs tide of the treu0tn ho staper tall f:t. compaction y UNIL S 59'38'52"E r
requirements, are the,El~Mt ask those forte embankment. , Keep the trench dry, o " during eakkflrgn9 and.onPactlon wWretk^'. Y y bEW OPED 132.06' L55' 3pp
Embanlnasnt - Ali fill debts Dt tar, mineral loll, bat of rate, woody` \ ~sl vspat, rot g6patanabfe h to t10 Pbad b bttF 10 tic. its material
atfm material. Scarify, on which till G r v _ must caotdn NkMident
,oobtu o to ft-pre t ' by hand 11to `a ball without aui) ivg If water 31.998 !l OLD Pwe 132.06' 31.55' p
car be aquee¢ed fu! of flit tool, R N tae wall: for proper . Place fill d rtetlrid b !i'to tk-hOA apntgrudius $0ot, owr the entire le of the of free f• 404 N 59'38'52'
D aaQ ~,esn aombeat R mDy bl abtabtd by rouflsp tin construction 1(A 4 163.61. I I
a fna4009 egaepaent arts !few so trot entire lurfiors of 1i(d1 Myer is 41
ltavorsed by at' Nast dR6-fdwd or t bock of the heovy oqulpme t. or a 6a a rpachr 1t11W be ueotl Dorshrmt am, erwban noont to an davgUon 10% OD W E
htglw than `f)t deliw toelykt to allow qM eft o At STOW OLD /4 FEBM
W 4 epwlfieltr A/*JAR moterlalt ales be lest aarupoNd meta \d
' P1tF . ark' N 4o PPM relay ax wad f m M.L. KIfiEVER ~ O
40t ir d~ea s t2' dkt n, Sbowt ON conractione botReln ban * a 'Rs 637-119 I i r 0 M
Tb006he b y {{41nt anerwl6Res Dboe the Hanel and door an a t . SQ +1 a ~°o, i 1 I.-•~ 0 F i
aim' emeodl 0 Ipervious *4 Do not use pervious materld such M tl 00 1* tr3 t C-4 00
gravlt, or. p~M~9 aNns as boaklNl around the pipe or at-seep Plods 1k3'f/ r~46 trrid arsWW the Poe spillway In 4-Inch layers and fi >r~s sue,'
aRngoct R uridtr and aaenq pe plpo to at least the some density as the r_ 04
3 adjwwt Wrax RarTA Dan mwt be taken not to raise the pipe from firm F Ck t-. n S ql' s- $ V < tipq >33`,v s wrier the Piyt heYndhet , . tV'' a
Can" a I I x to
ant. MAE", > 0 Cy) .00 m': wn A
Y H^f~yy?~,~ •l e ~ ~f y 4 g
ter.. Fv'c, k , ~E . F y I 5. E+hue9ehoY pYvgy - vkiYtte ss9+s0Y spillway M undisturbed sow. The 4 ` - - ~Q
uchhvoment of OOWW Waft design width, and entrance and ' " Chhaald s" are CrR,od to the suscesekl operation of the
NEW 1/r 01H,
Lot In a meeNr to prevent aroolow, ,lice w q ; A ledkllflt"IadMr water to the. vj*~r 4 N _ i"+^0. Lt' . 1 ~ t ? L" {r, i`
,,1. afld'`atf pia aft-,`6081" trap Mfidreyt 9'c_ L.n. tit 4 r c R~ 17 I I r a
6motwe so that its dlebobed area te RihtRized. 7. ETV" sal -d Ca otivct?1A1.; y \ 5 i
Duvet eurteat Water' bon wiofe cram Cal ifte the embakma nt bofan L.L. KEEVE
the erne is dooret ~ stet-irtrsigancY piwway er,bahkmeht oahfiN et+e OLD STONE TAX D /34.514 i u
disobobod jar above the ant of the prMcipai epRrtay MurhatOoWy otltr C r
G~~' eJ~ ' r ' Ls•~ Z i
D. Safety - DoMmtian baba may attract children and an be dongerom Avoid shop side ,depea, and fence and mark halos, witb warning alpha N treopapiog
wkd. 1oKOr an state ad lord roquhnmerttR g' TYP. 4!j I V~ w ~Jy • 2F I r ,
QQ".. O'~ 9~ \ I y V ~
ky9 r ~ I °V W ~ Q
I ~ r ~ V
SLCPE$ 3;1 or fi tltR TOP rEw a I Q x
1. Apply cultural lime at the rate of 90 lb/1000 sf. TRASH WARD
2. Apply TO-10-10 commercial fertilizer of the rate of 20 lb/1000 If. > OUARD L) 2B ' ' Z
3. Shed in accordance with the fawning scheQuk and application rotor M WITOM DRAW HAM K~• c I 1 I I
DATE TYPE PLANTING RATE W1M AsEaWS. DRAW DOW! ORnCE TO BE tCP OF OW " 5^y \
PLACED N RSER AT A Aar' T" Aug 15 - Nov 1 'rail fescue 200 lb/oc or 7 lb/100D sf wcu rsa sates rou I I sorrow DKW wovs.srEM Q ALICE HAGER HEIRS o ~1-~ r
IaI >a wr eLOe' 9RPORY BRACNEIS As AEOD.
Nov 1 - Mar i• Tall Fescue and 200 ro/oc or 7 g,/1000 sf NOsu ELEYATe Pea T PRE-OAST CONCRETE OW BOX 47/433; 356/477 I i I I 10-4 "of V
' Abruzzi Rye 25 lb/ac or 1/2 lb/1000 sf SEE ,twr Poo wart 6EV. I r~ ( { NI OK0 IN CONCRETE TO PIVENT
Mar 1 -Apr 15 Toll Fescue 200 ro/ac or 7 lb/1000 sf n i I W A~` Z OLD STWE
Apr 15 - Jul 30 !fumed Common or Bermuda 30 lb/oc or I ro/1000 sf
Jul 15 - Aug 15 Top Fescue and 200 lb/ac at 7 Ib/1000 sf ' frown Millet or 35 lb/ac or 7/8 Ib/1000 sf I i
Sorghum-Sudan Rohs 30 lb/ac Or 3/4 ro/1000 sf m
COWNWTOK rr t - - q9 1/2- %N y \ \ \ Tc 1 11E TO usas J. z N
w Heavily mulched during January - Morch Period. Coat applied at the rolls of 5-7 gd/1000 of or 200-300 gal/ac. ~~s S 23'02'50"W w
/ 663.14'
4. Mule, with thaw applied at .the rate of 75-100 lb/1000 sr. and pwhor`relih asphalt emulsion > v tack coot applied at the rate of 5-7 gd/1000 sf or 200-300 gal/ac ,DEEP call sit \
r
SLOPES GREATER THAN 3:1 TO 2:1 STORAGE r PYC W1TGM ORAN NIN i. \S 1
t~ 1 : Apply,99orkultural lions 4' WE VALVE t SHUT-aF a OF BARREL - ea1TOM OF POND ° m at the rate or 90 hate of.
2. Apply 1 I0D-10--10 10 commercial tetwfzhB of the rate of 20 lb/1000 If. coNdWrt iNn-Etotwnox BLOCK LARRY JONES PROP. ao;° ~3F F+i
f 3. Seed in accordance with the following, schedule. and application rate. SEE MEET W1400 SRE
DATE TYPE PLANi94G RATE
.R,
Mar 1 -Jun 1 Seiceo toapesPzo (acalfied) t 50 lb/ac or 11 lb/1000 st { Date: 08/25/98
nor -Apr Add Toll Fescue or 150 a/ac"a 3-1/2 W/1000 si NDf TO SCALE `
/Add Weeping Loveorass 5 Ib/ac or 1/8 lb/1000 sf fix 9 F:, Afar June ,T/-F PRlCT 80!!II/D.4RY Scale: AS NOTED
S~- 1'100' Drawn: DLM
" Jun -Sep 1N Gomm Millet or 40 Po oc or 1 lb/1000 sf Smat-Sjmwnsd Sudan Gass 50 ro~jc,or 1.2 lb/1000 sf
Checked: DLM
? a `.ep" - Mar i SirkeG legAdita 70 It /a or i--3/4 lb/1000 of (u pd umaolRad) 150 Ib/oc or 3-1/2 16/1000 2f BEFORE YOU 010 l Job: 97-02-09-A CALL 1-800-632-4949
Fescue N.C. ONE-CALL CENTER
t.a dao 20 tb/at.a 1/2 16/1000 of IT'S THE LAW 1 Sheet
Temporary - Reseed September 1 at recommended rotas. PD-2
4. 0d+ with 30 , Wew at the rote of 50-90 Ib/1400 of and anchor with asphalt } k
~utaa ! y ?t~ttm rota of '--7 go' 01 0 of or 200`300 9010c. E#F IN R~ . •E. OWM*r: Approved: Date of tsaue: or 2 Sheetal
t~CI!a171ON OR REUSEy' OF THESE DRAWINGS OR ANY DETAILS WITHIN MUST 9E.WITH THE 1lVi l CONSENT OF f0.R1QIN p du
f ,L 'so-' k. p TW. f j' ~
t k ~ y ~•S, ` h ~k 1. 4 5?.Y 5 ` ~~i.Y~~ e 'tl