20140813 Ver 1_Riparian Buffer Authorization_20140731

LETTER OF TRANSMITTAL lftWK WDICKSON
community Infrastructure consultants
720 Corporate Center Drive Raleigh, North Carolina 27607 919.782.0495 tel. [phone] fax
NCDWR, 401 & Buffer Permitting
TO: Unit
512 North Salisbury Street
Raleigh, NC 27604
Alan Johnson — Mooresville
ATTENTION: Regional Office
DATE: 7 -30-14
RE: Kevin Loftin Riverfront Park
City of Belmont, NC
We are sending via: ❑ Overnight ® Regular Mail ❑ Pick -up ❑ Hand Delivered
The following items: ❑ Correspondence ❑ Plans ❑ Specifications ❑ Other as listed below:
COPIES
DATE
NO.
DESCRIPTION
3
1
Signed Buffer Authorization Form
3
2
Narrative
3
3
Latest Deed per county GIS records
3
4
USGS Map
3
5
NRCS Soils Map
i: w
3
6
Buffer Impact Exhibit
_ ._.
3
7
Channel Calculations
3
8
Plan Sheets
M
_.ten
.t
THESE ARE TRANSMITTED as checked below:
® For Approval ❑ As Requested ❑ Approved as Submitted ❑ Returned for Corrections
❑ For Your Use ® For Review and Comment ❑ Approved as Noted ❑ Forward to Subcontractor
REMARKS:
Alan, the attached includes the submission package for the buffer authorization for the Kevin Loftin
Riverfront Park that we have been coordinating over the last few months.
Feel free to contact me with any questions. Thanks, Randy
COPY TO: SIGNED: Randall Brookshire

DWR 20140813
State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources Division of Water Resources
15A NCAC 02B.0233 (9)(b),.0243 (8)(b),.0250 (11)(b),.0259 (8)(b),.0267 (11)(c),.0607 (e)(2) - Buffer Authorization
FORM: BA 10 -2013
Riparian Buffer Authorization Form
A. Applicant Information
1. Project Information
1a. Name of project:
Kevin Loftin Riverfront Park
1 b. County:
Gaston
1c. Nearest municipality:
City of Belmont
1d. Subdivision name:
Aberfoyle
le. Is the project located in any of North Carolina's
twenty coastal counties. If yes, answer If below.
❑ Yes ® No
1f. Is the project located within a NC Division of Coastal
Management Area of Environmental Concern (AEC)?
❑ Yes ® No
2. Owner Information
2a. Name on Recorded Deed:
City of Belmont, A North Carolina municipal corporation
2b. Deed Book and Page No.
Bk 4717 Pg 1957
2c. Map Book and Page No.
(include a copy of the recorded
map that indicates when the lot
was created):
Plat book 074 pg 021
(taken from Gaston County GIS website)
2d. Responsible Party
(for Corporations):
Barry Webb, City Manager
2e. Street address:
115 N. Main Street
2f. City, state, zip:
Belmont, NC 28012
2g. Telephone no.:
704.825.5586
2h. Fax no.:
704.825.0514
2i. Email address:
3. Applicant Information (if different from owner)
3a. Applicant is:
❑ Agent ❑ Other, specify:
3b. Name:
3c. Business name
(if applicable):
1k
3d. Stree t address:
7NR
3e. City, state, zip:
3f. Telephone no.:
3g. Fax no.:
L:RZ,1;,LITY
3h. Email address:
4. Agent/Consultant Information (if applicable)
4a. Name:
Tim Lowder, PE
4b. Business name
(if applicable):
WK Dickson
4c. Street address:
616 Colonnade Drive
4d. City, state, zip:
Charlotte, NC 28205
4e. Telephone no.:
704.334.5348
4f. Fax no.:
4g. Email address:
tlowder @wkdickson.com
FORM: BA 10 -2013 Page 1 of 4

B. Project Information and Prior Project History
1.
Property Identification
la
Property identification no (tax PIN or parcel,ID):
3595808285
lb
Site coordinates (in decimal degrees):
Latitude- 35 244722 N
Longitude. 81 013611 W
Property size:
9.89 acres
_1c
2.
Surface Waters
2a
Name of nearest body of water to proposed project
Lake Wylie
2b. Water Quality Classification of nearest receiving water
Critical Area - WSIV
2c
River basin
Catawba
3.
Project Description
3a
Describe the,existing conditions on the site,and:the general land use in the vicinity of the project at the time of this
,application -
See attached narrative
3b
Attach an 8 % x 11 excerpt from,the most,recent version of the USGS,topographic,map,indicating the location of
the site
3c.
Attach an 8'/ x 11 excerpt from the most recent "version of the published County NRCS Soil Survey Map
depicting the project site
3d
List the total estimated linear feet of all existing streams (intermittent and perennial) on the property.
Approx 500' along Abbey Creek (area considered to be Lake Wylie at pond full elevation) & 1200 feet along Lake
Wylie
3e
Explain the,purpose of the proposed project
See attached narrative.
3f
Describe the�overall project;in detail, including the type of equipment to be used.
See attached narrative
4.
Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or -State been requested or obtained for this property/
project (including,all prior phases) in the past?
❑ Yes ® No ❑ Unknown
Comments
4b.
If yes, who delineated the jurisdictional areas ?,
Name (if known).
AgencyhConsultant Company
Other
4c
If yes, list the dates ofthe Corps jurisdictional determinations or State determinations and�attach documentation.
5.
Project History
5a
Have permits or certifications been requested or obtained for this
project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b. If yes, explain and detail according to "help =file" instructions.
S.
Future Project Plans
6a
Is this a phased project?
® Yes ❑ No
6b
If yes, explain
See attached narrative.
FORM: BA 10 -2013 Page 2 of'4

C. Proposed Impacts Inventory
1. Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts imdesigning project.
See attached narrative
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
See attached narrative.
2. Buffer Mitigation
2a Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
1. Buffer Impacts
2b If yes, then identify the,square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the.amount of mitigation required in the table below.
Zone
Reason for'impact
Total impact
(square feet
Multiplier
1a. Project is'in which protected;basin?
❑ Neuse ❑Tar- Pamlico ® Catawba
❑ Randleman ❑.Jordan ❑ Goose Creek
1b. Individually list all buffer impacts below. If any impacts require mitigation,,then you MUST fill out Section D of this
form
'Buffer impact
number—
Permanent (P)
or Temporary
Reason for
impact
Type of impact
(exempt, allowable,
allowable w/ mitigation)
Stream.name
Buffer
mitigation
required9
Zone 1
impact
(sq,ft)
Zone 2
impact
(sq ft)
131 ® P ❑ T
Storm Outfall
Allowable
Lake Wylie
❑ Yes ® No
1212
1,023
B2 ® P ❑ T
Storm Outfall
Allowable
Lake Wylie
❑ Yes ® No
0
1 211
B3 ® P ❑ T
Access Trail
Allowable
Lake Wylie
❑ Yes ® No
9123
4226
B4 ® P ❑ T
Access Trail
Allowable
Lake Wylie
❑ Yes ®No
2168
1931'
B5 ❑ P ® T
Temp.
Disturbance.
Exempt
Lake Wylie
;❑ Yes ® No
0
227
B6 ❑ P ❑ T
Lake Wylie
❑ Yes ®,No
T_ otal buffer impacts_
1 c. Comments.
D. Impact Justification and Mitigation
1. Avoidance and Minimization
1a Specifically describe measures taken to avoid or minimize the proposed impacts imdesigning project.
See attached narrative
1 b Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques
See attached narrative.
2. Buffer Mitigation
2a Will the project result in an impact within a protected riparian buffer that requires buffer
mitigation?
❑ Yes ® No
2b If yes, then identify the,square feet of impact to each zone of the riparian buffer that requires mitigation and
calculate the.amount of mitigation required in the table below.
Zone
Reason for'impact
Total impact
(square feet
Multiplier
Required mitigation
(s qua feet
Zone 1
3 (2 for Catawba)
_
Zone 2
1.5
Total buffer mitigation required:
2c If buffer mitigation is required, is payment to a
mitigation bank or NC EEP proposed?
❑ Yes ❑ No
2d If yes, attach the acceptance letter from the mitigation bank or NC EEP
2e. If no, then discuss what type of mitigation is proposed.
2f. - Comments
FORM: BA 10 -2013 Page 3 of 4

E. Diffuse Flow Plan
All buffer impacts and high ground impacts require diffuse flow or other form of
❑ Diffuse flow
stormwater treatment. Include a plan that fully documents how diffuse flow will be
® Other BMP
maintained. If a Level Spreader is proposed, attach a Level Spreader Supplement Form.
la.
If due to site constraints, a BMP other than a level spreader is proposed, please provide a
® Yes ❑ No
plan for stormwater treatment as outlined in Chapter 8 of the NC Stormwater BMP
public (federal /state) land?
Manual and attach a BMP Supplement Form.
1 b.
F.
Supplementary Information
by First Class Mail via the US Postal Service:
1.
Environmental Documentation
OR NC DWR, Transportation Permitting Unit
la.
Does the project involve an expenditure of public (federal /state /local) funds or the use of
® Yes ❑ No
Raleigh, NC 27604
public (federal /state) land?
For all other projects sent by delivery service
1 b.
If you answered "yes" to the above, does the project require preparation of an
❑ Yes ® No
OR Karen Higgins
environmental document pursuant to the requirements of the National or State (North
NCDWR — 401 & Buffer Permitting Unit
1650 Mail Service Center
Carolina) Environmental Policy Act (NEPA/SEPA)?
Raleigh, NC 27699 - 1650
1 c.
If you answered "yes" to the above, has the document been finalized by the State
❑ Yes ❑ No
Clearing House? (If so, attach a copy of the NEPA or SEPA final approval letter.)
Comments:
2.
Violations
2a.
Is the site in violation of DWR Wetland Rules (15A NCAC 02H .0500), Isolated Wetland
❑ Yes ® No
Rules (15A NCAC 02H .1300), DWR Surface Water or Wetland Standards, or Riparian
Buffer Rules (15A NCAC 02B .0200)?
2b.
Is this an after - the -fact permit application?
❑ Yes ® No
2c.
If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
D rqr y L- f3 c _ C -7/ 2-r I!y
Applicant/Agent's Printed Name A icant/Agent's Signature ' Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Send 3 complete sets of this form and accompanying documents to the following:
For government transportation projects sent
For, government transportation projects sent
by First Class Mail via the US Postal Service:
by delivery service (UPS, FedF_x, etc.):
NC DWR, Transportation Permitting Unit
OR NC DWR, Transportation Permitting Unit
1650 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1650
Raleigh, NC 27604
For all other projects sent by First Class Mail
For all other projects sent by delivery service
via the US Postal Service
(UPS, FedF_x, etc.):
Karen Higgins
OR Karen Higgins
NCDWR — 401 & Buffer Permitting Unit
NCDWR — 401 & Buffer Permitting Unit
1650 Mail Service Center
512 N. Salisbury Street
Raleigh, NC 27699 - 1650
Raleigh, NC 27604
FORM: BA 10 -2013 Page 4 of 4

DWR - Riparian Buffer Authorization Form Narrative Items
Kevin Loftin, Riverfront Park
The following are narrative-items related to the DWR form BA 10 =2013 for the Kevin Loftin
Riverfront Park buffer authorization submission-
B. Project Information and Prior Project History
3a Describe the existing conditions on the site and the general land use in the vicinity of the project at
the time of this application
The�site is'mostly wooded with two open areas that,are maintained regularly- The,site
contains two, forested natural communities comprised by an upland hardwood forest and a
bottomland forest. Additionally, part of the site is maintained landscape and disturbed land
Th&site has gently sloping to steeply sloping topography along the shoreline of Lake Wylie
with a nearly level floodplain along Abbey Creek to Lake Wylie. Near the northern end of the
site Abbey Creek flows beneath Old Highway 7 in a double box culvert. There are no other
streams on the property. A stormwater culvert is present near the southern portion of the site,
running from beneath Catawba Road to Old Highway 7 before exiting on the slope above the
shoreline. No channel is associated with the stormwater culverts on.the site.
3e Explain thepurposedof the proposed project
The purpose of the prolectis to develop a park with a vehicle parking area, a restroom
building, playground, amphitheater, boardwalk, fishing pier, walking trails and picnic
shelters.
3f Describe the overall project in detail, including the type of equipment to be used
Development of the park is part of a master, plan recreational project that,includes
improvement to existing and new access points to Lake Wylie The Riverfront, Park includes a
pier with a gazebo at'the end that also connects to a canoe launch deck. ADA access to this
pier is required per the United States Access Board. As a result, longer winding walks that
fall within the steepest areas of the sight, are required in order to meet minimum longitudinal
slopes. These steep areas along the banks of'the waters are also entirely within the 50'
riparian buffer per the Catawba River Basin rules. Construction of the walks includes
retaining walls in order to minimize impacts to the banks and the walks' avoid the steepest
portions of the banks where possible. Typical construction equipment for performing site
work is anticipated.
WDICKSON

6b Is this a phased project? If yes, explain
The only phasing that occurs on the project is for the construction of the actual pier. Approval
of the access point to Lake Wylie through the Duke Energy Shoreline Management Guidelines
has a long lead time and as such it will be constructed towards the end of the project
construction timeline Construction of the pier will be a part of this project bid
D. Impact.Justification and Mitigation
1a Specifically describe measures, taken to avoid or minimize the proposed impacts in designing1he
project
1b. Specifically describe measures taken to avoid or minimize the proposed impacts through
construction techniques
The following impacts are shown on the included Buffer Impact Exhibit map
Bl — Buffer Impact Zone 1 & Zone 2
This impact is a result of providing a plunge poolilevel spreader that is used to slow
the velocity of the Q25 design storm from a storm sewer that, collects drainage from a
parking area as well as portions of,the -site trails and picnic areas. Velocity'in the
channel before it hits the plunge pool is already less than 3fps, which is considered
non - erosive to a grass lined channel The flow enters the 70' long plunge,pool and
overflows from the broad crested weir that will be constructed at the top' of bank.
The Q25 storm event overtops this weir by less than 0.2' spread across the full 70'
length. Immediately downstream of the weir as the. runoff flows down the
embankment, the flow is less than 0 T' in depth with a non - erosive velocity of 3.2fps.
Construction of°this plunge pool/level spreader will occur along`the top of the
embankment and along the edge of the existing line of vegetation which made this
the best option for providing diffuse flow at non-erosive' velocities with minunizing
impact in mind.
82 — Buffer Impact Zone 2
This impact is a result of providing improvements to an existing outfall with the
installation of a flared end section and a rip -rap protection outfall per the NCDENR
Erosion Control Manual The length of the stone pad required forces the relatively
small impact to th&Zone`2 buffer in this area A significant increase in flow to this
existing culvert is'-not anticipated as net increase in impervious area flowing to the
culvert is minimal. A large portion of an upstream parcel flows to and through the
park site from an existing culvert that crosses Catawba Street. Improvements to the
culvert outfall that extend into the buffer will help keep the area stabilized.
WD
ICKSON

B3 — Buffer Impact'Zone 1 & Zone 2
This impact is a result of `providing a greenway access trail to the proposed fishing
pienand canoe launch.
Specific language from the United States Access Board requirements on accessible
routes includes the following:
" ADAAG requires that at least one accessible route connect accessible buildings,
facilities, elements and spaces on the site. Accessible fishing piers and platforms, and
other accessible spaces and elements within a fishing facility must also.be connected'
by an accessible route. The accessible route must comply with ADAAG provisions
for the location, width (minimum of 36 inches), passing space, head room, surface,
slope (maximum of 1:12 or 8 33 %), changes in level, doors, egress, and areas of
rescue assistance, unless otherwise modified by specific provisions outlined in this
guide."
The location of the winding access trail is set based on minimizing impacts to the
steepest portions of the existing embankment (as labeled in the Buffer Impact
Exhibit). This is done to minimize larger retaining walls than those that are already
required to make the trail ADA accessible. Once the steep embankment,slopes are
avoided by pushing,the trail further down the embankment (and in to Zone 1 of the
buffer), it is not practicable to wind the trail back out of Zone 1. of the buffer' to, go
back uphill. This all occurs in the vicinity of the "steep slopes' label shown on the
included Buffer Impact Exhibit.
The 8' sidewalk width is based on a minimum width established of two ADA travels
lanes that are 3' wide plus an additional 1' on each side to act as a buffer area to the
steep drop offs and walls at the edge of the walks Based on engineering judgment
for safety of ADA °users, we have used the 8' wide sidewalk along the embankments
within the buffer
The plans show double row silt fence downstream of all impacts that,occurs within
the buffer areas. The location of these - fences establishes the lower limits of the areas
shown on the Buffer Impact Exhibit.
B4 — Buffer Impact Zone 1 & Zone 2
This impact is a result of providing a greenway access trail to the proposed fishing
pier and canoe launch. To complete the recreational walkway loop, the walk is
extended at ADA slopes to back behind the amphitheater up to the proposed cul -de-
sac turnaround. Justification within section B3 above related to Zone 1 impacts and
walkway widths also apply to this impact. In addition, a, raised boardwalk is shown
W®ICKSON

-for about half-the area of the Zone 1 impact for B4. This will help minimize
permanent disturbance of the buffer.
B5 — Buffer Impact -Zone 2
This Zone 2 impact is considered to be exempt here as only minor grading is
occurring to tie out proposed trail,grades Only sheet flow is anticipated in the area
Silt fence is proposed for erosion control
E. Diffuse Flow Plan
See B1 Buffer Impact Zone 1 & Zone 2, in section D above for how concentrated stormwater is
treated.
WD
ICKSON

Page '4 o1,4 `t
r \ Doe ID 016068270004 Type: CRP
Recorded' 02 /1912014 at 01 63 29 W1
Fee Amt' $136 00 Page 1 of 4'
j Revenue Tax. $110 00
Instrp 201400028690
Gaston, WC
i . Susan S. Lockrldge Register of Deeds
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COMING' FEE BK4717 PG1957 -19'60
,EXCISE TAX PAID
1 ,
NORTH CAROLINA NON - WARRANTY DEED
Excise Taz $ 110 00 `
Parcel Identther'Nd - t' Verified by County on the — day of 20_
By
,Mail/B ox to C•rantee
This instruthgp't was prepared by Parks H Wilson, Jr , Attorney at'Law (RE40i 11) PO Box 2187, Gastonia, NC 28053
'Brief descriptioe for theJrt&x:'LOT Deed Drawn Only, No Title Exam,
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THIS DEED mad; this J' I9th day pf -- February 20 14, by and'between
VJRANTOR, GRANTEE
ROGER DALE WILLAR$, Unmalricd CITY OF BELMONT
i- a North Carolina municipal corporation
1 P,OfBoe 43J
1 Belmont, NC '28012
Enter in appropriate blockSor each Gran w.-and Grantee n_amei mailm address; and, if appropriate, character of entity, e g
corporation or, partnership ',M
o-
The designation Grantor and Grantee as us-,d herein shall include said llarties, their,herrs, successors, and assigns, and shall include
singular, plural, roascuhne, feminine or neuter as required by' context I
WITNESSETH, that the Grantor, for d valuabie kpnsideration paid by t6 Grantee, the receipt of whtLA is hene6y,acknowledged, has and
by these presents does grant, bargain, sell and cdnvi! urrtathe Grantee rq-fccysmiple, all that certain lot or parcel of land situated in the
Cityof Belmont I SouthpoiAt Tpwpshipi Gaston County, North Carolina
and more particularly described as follows
SEE ATTACHED SHEET FOR LEGAL DESCR1PTiPN
I� r.
The property,heretnaboye described was acquired by Grantor by instrumendrq rded.d'Bopk pale
All or a portion of the,property herein conveyed_ includes or X does,not include the primary residence of ii Grantor
NC 9er Assmishon Form No 7 ® 1/1/2010
Printed by Agreement with the NC Bar Association
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Book: 4717 Page: 13 ,57 Seq. 1

Page 1Z of 4 `4
F To HA )rE AND T6 HOLD du aforesaid lot or parcel of lend and'allprivileges and appurtenances thereto be to the Grm*x
r m fp' gi'mple,
7�e Grantor dkkkes no wmtranty, express or miphed, as to tide to the property heremabove described
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IN' WITNESS WHEREOF, the Grantor has caused this mstnmient to a1y ex 'iv
(Cordon Name) R ALE WILLARD
�By
i #=dent
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�Secratary (Corporate Scat)
(SEAL)
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'S�)
(SEAL)
Co>fitty of Gaston
Notary -ftbhc of the County and State aforesaid, certify that ROGER DALE WILLARD, Unmarried
penanally appeared before me tbss day and admowledged
mg msti mtel It for the purposes tberen expressed Witness my hand and Nolanal stain or seal tbta
,_,_, 2014;
F I ovembcr 9, -2017
Notary pubhc Marl e H Isenhour
State of North Carohm - County 4f
L the undersigned Notary Public X& County- and State aforesaid, cemty that
personally came before me this bay and admowledged that,h: is the _ of
a Noll$ Carolina or
wrpO tqi / untwd bability c6mpany /geft.al sh�f nftd parmemahlp (strke through the mappbcablc� and
that by authority duly given and as the act s Bauch entity, _he mgrued the foregomg instrument in its nitre on tls behalf as its act tend
deed. Witness my hand and Nou nal stamp or seal, t>ais ~_yT!'day olf 20_
My Commisaion Expires.
1kotaryPubbc
State of Nardi Carolina - County of
I, the undersigned Notary Pubic of * +' � `" �=-, mty' ,rind State aforesaid, cerhfy that
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Witness my hand and Notarial stamp or seal, this dky of 1 , 20_,
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My Commission Expires
otary Pubhc
The fiuegomg CGrtiflCBte(8) Of ' � r - 1 ` ;`
Were certified to be correct. This matrurreot and dins
on the fitapage hereof
By
NC Bar Association Form No L-7 OT977, 2002
Panted by,Agreement with the NC Bar Association -1991
for Cody
Deputy /Assistant - Regisfrr of 1'lced3 ~
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Soon Corporatioib.333,E Sid Forb Rd., Raleigh, NC 27609
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Book: 471'7 Page:, 100,7 ! `eq. 2

Page 13 of 4
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1
EXHIBIT "A"
'• BEGINNiNG at an iron situate North 41 degrees 18 minutes 10 seconds East 3922 feet from the
sout!ieas4ernmost corner of Wdlard,�now or,formerly, as described in Deed Book 2334 at Page'769 and
\ rurnmj th6' kQ. from said Begmnmg Point with division line of Willard, North 41 degrees 18 mmutes 10
second; East 8492 feet to an iron, thence the following seventy -three (73) courses and distances (1)
AouthM degrees 26,mmutes 00 seconds East 7 76 feet to a point, (2)'South 36 degrees 44 minutes 38
seconds East f 1 424eet to a pomt,,(3) South 33 degrees 54 minutes 30 seconds East 32 05 feet to a point;
(4� South 49 degrees 'S13 minutes 43 seconds East 31 71 feet to a point, (5) South 21 degrees 56 minutes
48 seconds 'East 25 50, feet to a point, (6) South 44 degrees 05 minutes 15 seconds East 56 46 feet to a
aomt,' (7) South 49 degrees 17 minutes 06 seconds East 51 98 feet to a point, (8) South 72 degrees 54
minutes 17 seconds ESst 39'l 2 feet to a point, (9) South 59 degrees 12 minutes 15 seconds East 14 24 feet
to a\ point, O0) SomhbO degree 55 minutes 34 seconds East 15 60 feet to a point, (d 1) North 76 degrees
23 minuigs �7 seconds E ,8 88 feet to ,a point, (12) South 36 degrees 50 minutes 17 seconds East 8.86
feet to a point, (13) S44uth 33 ite.rees 23 minutes 02 seconds East 13 86 feet to a point, (14) South 55
degrees A minutes 37 seconds Fast 17 52 feet to a point, (I5)-North 37 degrees 30 minutes 15 seconds
East 19 67 ,eet t a'pomt, (16) Not'th,49 degrees 47 minutes 33 seconds East 13 39 feet to a point, (17)
North 14 degreedM minutes 4A sec(inds East,26 56 feet,to a pomt,,(18) North 08 degrees 35 minutes 47
seconds East 3`ll7_1 feet tq a point; (,19) North" k� degrees 23 minutes 43 seconds East 12 73 feet to a
point, (20) North 74 degrees 04 mmutes 46 secondk East 15 84 feet to a point, (21) North 10 degrees 42
minutes 28 seconds-East a9 23 feet tp a point;-(22) North 87 degrees 23 minutes 44 seconds East 18 04
feet9,to a point, (23) North -63 degrees, 12 tnmutes 4C seconds East 46 00 feet to a point, (24) North 35
degrees 09 minutes 50 seconds Easy '19 98 ,feat 1b a point, (25) North 85 degrees 58 minutes 35 seconds
East 15 41 feet to a "t, (26) N6rth; 00 deg6e 55 n wgtes 52 seconds East 7 21 feet to a point, (27)
South 74 degrees 11 minutes l- `seccMs East ? 33•'fect to A,point, (28) South 27 degrees.00 mmutes 27
seconds East '14.18 feet•to a point, (29) South 10 degrees 39 mmutes 44 seconds East 10 65 feet to a
point, (30) South 32 degrees Ol! minutes 31, -seconds East•8 37 •feet.to a point, (3 1) South 08 degrees 28
minutes 08 seconds East 26 01 feet to a point, (y2) Souflh 43 degrees 49 minutes 32 seconds East 13 54
feet to a,point, (33) South 08 degrees 53; mmutes 03 se>; olids East 118.1'4 feet to a point, (34) South 06
degrees 42 minutes 16�seconds East 56 04 feet to -a point. (35) $dUlk 17 degrees 29 minutes 15 seconds
East 100 35 feet to a point, (36) Soutk 10 degrees 16 mi_ytes 37, seconds East 10 22 feet to a point, (37)
South 27 degrees 15 mmutes 00 seconds -&� st,73 69 feet tc`a point, (38)•South 31 degrees 10 minutes 51
seconds East 15 59 feet to a point;, (39) South 50 degrees :3 •tntnytesy36 seconds East 12 90 feerto a
point; (40) South 16 degrees 45 minutes 26 seconds tase,24,25 feel to a•point, (4 1 ) South 58 degrees 1 1
minutes 54 seconds East 12.58 feet to a point,- (42) South 10 degrees 25 minutes 02 seconds East 6 42 feet
toga point, (43) North'85 degrees Mininutes'S4 seconds East 2 72 feet to a point, (44) South 80 degrees
301minutes 05, seconds East 13 28 feet to a pounf," f45X South 48 deg1kes 39�minutes 09 seconds East 18 18
feet to a point (46) South 03 degrees 29 mmutes,44A06onds East 20 12 feet to a point, (47) South 19
degrees 27 minutes 32 seconds East 12 62 feet to a point, (48) S'outkr3rees 26 minutes 32 seconds
East 16 26 feet to a point, (49) South 22 degrees 46 minutes 05 seconds East, 7 04 feet'to'a point, (50)
South 04•degrees 09 minutes 37 seconds Last 21 21 feet to a point,,(51) South' 6 degrees 09 minutes 45
seconds Last 18 77 feet to'a point, (52) South 72 degreei 09 mingles 46 sedbnds Fast 7,24'�,et to a point,
(53) South 21 degrees 07 degrees 46 seconds East 1121 fc& tbi aipoint, (54)•5outh 37 degrees 49 minutes
46 seconds East 16.02 feet to a,point, (55)' South 24 degrees 39 ininutet 41: seconds Ezst 15 46 feet to a
point, (56) North 39 degrees 47 minutes 16aseconds East 7 41 feet to a port, (57)T{otth,�4,degrees 45
minutes 12 seconds East, 10 70 feet to a point, (58) North 45 degrees U., minim; 48 sedgnds East 12 96
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Book: 4717 Page. 1357 ! `eq: 3

Page It of 4 ^
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feet tp ^q,pomt, (59) North 18 degrees i 1 minutes 56 seconds East 12 68 feet to a point, (60) North 42
r degrees 23 minutes 111 seconds East 12 21 feet'to a point, (61) North 07 degrees 44 minutes 05 seconds
' East 10 69 ,feet to a point, (62) North 18 degrees 52 minutes 25 seconds East 34.12 feet to a point, (63)
i North 25 degrees 00 minutes 19 seconds East 46 81 feet to a,pomt, (64) North 58 degrees 40 minutes 23
,. seconds fat 42 65 feet to a point, ,(65) North 67 degrees 56 minutes 13 seconds East 23.45 feet to a
pQInt, (66) North 5$ degrees 28 minutes 16 seconds East 31'81 feet to a point, (67) North,40 degrees 10
rnmutes 14 seconds East 42 17 feet to a point, (68) North 31 degrees 28 minutes 18 seconds East 59 44
' feet to a point, (69) North 22 degrees 55 minutes 15 seconds East 73 03 feet to a point, (70) North 28
degr�eesJ977 ;minutes 41 seconds'East 56 68 feet to a point; (71) North 19 degrees 12 mmutes,33 seconds
East,9 i8 feet•to a point; (72) North 49 degrees 25 minutes 34 seconds East 16 86 feet to a point, and
(73) North 34 degrees 20 minutes 04 seconds East 42 52 feet to the point and place of Beginning and
- 'contaidrmg 7 403 acres,.more or less
The'foregoing descripTion is designated as'Tract A on an unrecorded,survey entitled "Survey Made At the
Request of City of Belmont" prepared by Tanner & McConnaughey, P A R S and dated February 2,
%007 I
Gral4or :further grants, quitclaims and conveys without warranty the rights to use the waters of the
Catawba Jmiver or Its tubataries relating to the above described real property and contiguous to the
property ¢escrtbed in J€Sook 2334gat Page 769 for, boating, fishing and other rights and uses as described
therein together -with' all rights, de`% 4ed and stated in Deed Book 1270 at Page 471, Deed Book 348 at
Page 147, 1'S,eed ook 279,a�ge 36 and Deed Book 155 at Page 343, all recorded in the Gaston County
Registry, incl�ii g those argas esignated thrrain as partly.covered by water
Grantor further grants and conveys 4ch tight of way for access, ingress, egress and regress as currently
exists over and across they roadway on tb? real piroperty described in Deed Book 2334 at Page 769 to the
real property being herein driveyed .f '1
For chain of title referertee_is hereby )grade t11tLse,c¢rtw1i deeds recorded in Deed Book 2334 at Page
769, Deed Book 1270 at Page 471, Deed Book 34-Vat Page* 147, Deed Book 279 at Page 36 and Deed
Book 155 at Page 343, all recorded in the Gaston; County ,Registry, together with all prior deeds and
conveyances and ;land grants ref4rencedin Dftd Book I55'gtaPage 343, Gaston County Registry
I
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Book: 4717 Page. 13 -57 $�eq.4

BELMONT QUADRANGLE
NORTH CAROLINA -SOUTH CAROLINA
7.5- MINUTE SERIES
2'30" 81 °00'
4 ;497 498 499 1 1 400 000 FEET (NC) 35 °15'
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35° 14'46" N
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3 Soil Map — Gaston County, North Carolina 3
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Sod Map — Gaston County, North Carohna
Map Unit Legend
Gaston County, North'Carolina (NC071)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of,AO1
CfB
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8 percent slopes
62
548%
ChA
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slopes, frequently flooded
16
138%
LcE
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slopes
32
283%
LdD2
'Lloyd sandy clay loam, 8 to 15
percent slopes, moderately
eroded
00
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W
Water
04
3 1 %,
Totals for Area of Interest
11.3
100.0%
USDA Natural Resources Web Sod Survey 7/22/2014
Conservation Service National Cooperative Sod Survey Page 3 of 3

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Channel '.Report
Hydraflow Express Extension for AutoCAD® Civil 3D ®`2012 by Autodesk, Inc Fnday, Jul 25;2014
B1 -025 Velocity Down Embankment
Trapezoidal
Highlighted
Bottom `1Ni'dth '(ft)
= 70.00
Depth (ft)
= 004
Side Slopes (z:1,- )
= 10.00, 10.00
Q (cfs)
= '9.000
Total Depth (ft)
= 0.25
Area (sgft)
= 2:82
Invert Elev (ft)
= 581.00'
Velocity (ft/s)
= 3.20
Slope ( %)
= 66'.66
Wetted Perim (,ft)=
70.8,0
N -Value
= 0.030
Crit, Depth, Yc (ft)
= 0.08
Top Width (ft)
= 70:8`0
Calculations
EGL (ft)
= 0.20
Compute by:
Known Q
Known Q (cfs)
= 9 00
Elev (ft) Section
,58200 -
581 75
'581 50
581 25'
581 00
580.75
I
0' '5 1'0 15 20 '25 30 35 40 45 50 55 60 65 70 75 80 85
Reach ,(ft)
Depth (ft)
1 00
075
050
0251
M
-025

Weir Report
Hydraflow Express Extension for AutoCAD® Civil 3138 2012 by Autodesk, Inc
132 - Q25 Stone Overflow
Rectangular Weir
Crest
= Broad
Bottom Length (ft)
= 70.00
Total Depth (ft)
= 0.50
Calculations
Weir Coeff Cw
= 260
Compute by-
Known Q
Known Q (cfs)
= 9.00
Depth (ft)
1 00
050
M
-050
Highlighted
Depth (ft)
Q (cfs)
Area (sqft)
Velocity (ft/s)
Top Width (ft)
62 - Q25 Stone Overflow
Friday, Jul 25 2014
= 0.13
= 9.000
= 942
= 0 96
= 70.00
0 5 10 15 20 25 30 35 40 45 50 55 60 65 70 75 60
Weir W °S
Depth (ft)
100
050
A Me
-0,50
Length (ft)