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9800 Southern Pine Blvd, Suite I
Charlotte, NC 28273
[phone] FAX[phone]
TRANSMITTAL
TO NCDEQ DATE: 03/16/2017 PROJECT: CALATL1603
Attn: Mike Randall ATTENTION: Mike Randall
1612 Mail Service Center RE: Addington Crossing Construction Documents
Raleigh, NC 27699
WE ARE SENDING YOU ® Attached Via
® 1St Class Mail/FedEx ❑ Overnight ❑ Courier ❑ Pick-up the following items:
❑ Prints 0 Shop Drawings El Change Order 0 Mylars
® Plans ❑ Samples 0 Specifications ❑ Scope of Services
❑ Sketches ❑ Letter 0 CD/Diskettes ❑
El Agreement ® Report ❑ Permits
COPIES DATE - DESCRIPTION
2 03/16/17 Addington Crossing Construction Documents
2 03/16/17 Addington Crossing Stormwater Report
2 03/16/17 Pre and Post Stormwater and Storm Sewer Trib Maps
1 03/16/17 Stormwater Management Permit Application
1 03/16/17 Deed Restrictions and Protective Covenants
1 03/16/17 O&M Agreement
1 - Check for$505 (#68063500)
THESE ARE TRANSMITTED as checked below:
0 For approval El For your information 0 No exception taken
El For your use El Submit copies for distribution ❑ Revise and resubmit
El As requested El Return corrected El Rejected
® For review and comment 0
REMARKS:
FYN( WILL !/j /il/ fr S ir?'Rf-m,-v9-Te P4C/rhe
COPY TO: file SIGNED: > AAA)
Jamie Williams
If enclosures are not as noted, pleas notify us at once.
W\CalAtlantic\Potter Road\Communication\Transmittals\Transmittal_NCDEQ_MR_2017-03-16.docx
Revised December 2016

II DEMLR USE ONLY
Date Received I f Fee Pait Permit Ncsmliefi
Applicable Rules: ❑ Coastal SW-1995 ❑ Coastal SW-2008 ❑Ph II-Post Construction
(select all that apply) ❑Non-Coastal SW-HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑Other WQ Mgmt Plan:
State of North Carolina
Department of Environment and Natural Resources
Division of Energy,Mineral and Land Resources
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION 99 yy
1. Project Name(subdivision,facility,or establishment name-should be consistent with at+riarnD bth plans,
specifications,letters,operation and maintenance agreements,etc.):
Ty
Addington Crossing t i1r;;�; s;-`„ ;;;=r;:
2. Location of Project(street address):
5416 Hudson Church Road
City:Wesley Chapel County:Union County Zip:28079
3. Directions to project(from nearest major intersection):
From the intersection of Monroe-Weddington Rd and Wesley Chapel Road,head north on Wesley Chapel Rd
Turn left on Potter Rd.Addington Crossing is approximately 1 mile on the right.
4. Latitude:35° 01' 12”N Longitude:80°41'18"W of the main entrance to the project.
II. PERMIT INFORMATION:
1.a.Specify whether project is (check one): ZNew ['Modification ❑Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102-Renewal Application Form
b.If this application is being submitted as the result of a modification to an existing permit,list the existing
permit number ,its issue date(if known) ,and the status of
construction: ['Not Started ['Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project(check one):
❑Low Density ®High Density ['Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from
DEMLR requesting a state stormwater management permit application,list the stormwater project number,
if assigned, and the previous name of the project,if different than currently
proposed,
4.a.Additional Project Requirements (check applicable blanks;information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major ®Sedimentation/Erosion Control:44 ac of Disturbed Area
❑NPDES Industrial Stormwater 0404/401 Permit:Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name,Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? No ®Yes
If yes,see S.L.2012-200,Part VI:http://portal.ncdenr.org/web/lr/rules-and-regulations
Form SWU-101 Version Oct.31,2013 Page 1 of 6

III. CONTACT INFORMATION
1.a.Print Applicant/ Signing Official's name and title(specifically the developer,property owner,lessee,
designated government official,individual,etc.who owns the project):
Applicant/Organization:CalAtlantic Group Inc
Signing Official&Title:Brian Johnson V.P of Land Development
b.Contact information for person listed in item la above:
Street Address:6701 Carmel Road,Suite 425
City:Charlotte State:NC Zip:28226
Mailing Address (if applicable):Same
City: State: Zip:
Phone: ( ) Fax: (
Email:
c.Please check the appropriate box.The applicant listed above is:
►1 The property owner(Skip to Contact Information,item 3a)
nLessee*(Attach a copy of the lease agreement and complete Contact Information,item 2a and 2b below)
n Purchaser*(Attach a copy of the pending sales agreement and complete Contact Information,item 2a and
2b below)
n Developer*(Complete Contact Information,item 2a and 2b below.)
2.a.Print Property Owner's name and title below,if you are the lessee,purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official&Title:
b.Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address(if applicable):
City: State: Zip:
Phone: ( ) Fax: ( )
Email:
3.a. (Optional)Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact Person/Organization:Robert Cash,Cardno
Signing Official&Title:
b.Contact information for person listed in item 3a above:
Mailing Address:9800 Southern Pine Blvd,Suite I
City:Charlotte State:NC Zip:28273
Phone: (704 ) 927-9700 Fax: (
Email:[e-mail]
4. Local jurisdiction for building permits:Wesley Chapel
Point of Contact:Bill Duston _ Phone#: (704 ) 839-0157
Form SWU-101 Version Oct.31,2013 Page 2 of 6

°IV. PROJECT INFORMATION
1. In the space provided below,briefly summarize how the stormwater runoff will be treated.
2.a.If claiming vested rights,identify the supporting documents provided and the date they were approved:
❑Approval of a Site Specific Development Plan or PUD Approval Date:
n Valid Building Permit Issued Date:
n Other: Date:
b.If claiming vested rights,identify the regulation(s)the project has been designed in accordance with:
n Coastal SW-1995 n Ph II-Post Construction
3. Stormwater runoff from this project drains to the Catawba River basin.
4. Total Property Area:103.66 acres 5. Total Coastal Wetlands Area: acres
6. Total Surface Water Area: acres
7. Total Property Area(4) -Total Coastal Wetlands Area(5)-Total Surface Water Area(6)=Total Project
Area+:103.66 acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water(N line or Mean High Water
(MHW)line, and coastal wetlands landward from the NHW(or MEW)line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non-coastal wetlands landward of the NHW(or MHW ) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area/ Total Project Area)X 100 =13
9. How many drainage areas does the project have? (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects,use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas m the project,attach an additional sheet with the information for each area
provided in the same format as below.
Basin Information Drainage Area 1 Drainage Area 2 Drainage Area 3 Drainage Area 4
Receiving Stream Name Price Mill Creek Price Mill Creek Price Mill Creek Price Mill Creek
Stream Class * C C C C
Stream Index Number* 11-138-2-2 11-138-2-2 11-138-2-2 11-138-2-2
Total Drainage Area(sf)
On-site Drainage Area(sf)
Off-site Drainage Area(sf)
Proposed Impervious Area**(sf)
% Impervious Area**(total)
Impervious*Surface Area Drainage Area 1 Drainage Area 2 Drainage Area 3 Drainage Area 4
On-site Buildings/Lots (sf)
On-site Streets (sf)
On-site Parking (sf)
On-site Sidewalks (sf)
Other on-site (sf)
Future(sf)
Off-site (sf)
Existing BUA***(sf) 0 0 0 0
Total (sf):
* Stream Class and Index Number can be determined at: http://portal.ncdenr.org/web/wq/ps/csu/classifications
** Impervious area is defined as the built upon area including, but not limited to, buildings, roads,parking areas,
sidewalks,gravel areas,etc.
Form SWU-101 Version Oct 31,2013 Page 3 of 6

* *Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that
is to be removed and winch will be replaced by new BUA.
11. How was the off-site impervious area listed above determined?Provide documentation.
Projects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened&
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B.0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance(O&M)forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Energy,Mineral and
Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application
instruction sheet and BMP checklists are available from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. The complete application package should be
submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the
interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item.All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms_docs.
Initials
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions&Protective Covenants
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed,signed and dated)and O&M Z
agreement(s)for each BMP.
4. Permit application processing fee of$505 payable to NCDENR. (For an Express review,refer to /
http://www.envhelp.org/pages/onestopexpress.hLnd for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
5. A detailed narrative(one to two pages) describing the stormwater treatment/management for
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or thetAA�'�
receiving stream drains to class SA waters within 1/2 mile of the site boundary,include the 2 �/
mile radius on the map.
7. Sealed,signed and dated calculations(one copy).
8. Two sets of plans folded to 8.5" x 14" (sealed,signed,&dated),including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures,the banks of streams and rivers,the MHW or NHW line of tidal
waters,and any coastal wetlands landward of the MHW or NHW lines.
o Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures,the banks of streams or rivers,and the MHW(or NHW)of tidal waters.
i. Dimensioned property/project boundary with bearings&distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours,proposed contours,spot elevations,finished floor elevations.
1. Details of roads,drainage features,collection systems,and stormwater control measures.
m.Wetlands delineated,or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations.
o. Drainage areas delineated(included in the main set of plans,not as a separate document).
Form SWU-101 Version Oct.31,2013 Page 4 of 6

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' p. Vegetated buffers(where required).
9. Copy of any applicable soils report with the associated SHWT elevations(Please identify N pfr
elevations in addition to depths)as well as a map of the boring locations with the existing
elevations and boring logs.Include an 8.5"x11" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs,the report should also
include the soil type,expected infiltration rate,and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO:Schedule a site visit for DEMLR to verify the SHVVT prior
to submittal, [phone].)
10. A copy of the most current property deed.Deed book: (...9)41-5.1) Page No: 1/440ck
11. For corporations and limited liability corporations (LLC):Provide documentation from the NC NI A
Secretary of State or other official documentation,which supports the titles and positions held
by the persons listed in Contact Information,item la,2a,and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State,otherwise the application will be returned.
http://www.secretary.state.nc.us/Corporations/CSearch.aspx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions,outparcels,and future development,the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary,a table listing each lot number,lot size,and the allowable built-upon area must be
provided as an attachment to the completed and notarized deed restriction form. The appropriate deed
restrictions and protective covenants forms can be downloaded from http://portal.ncdenr.org/web/lr/state-
stormwater-forms docs.Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner,it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s)below,the permit holder(s)certify that the recorded property restrictions and
protective covenants for this project,if required,shall include all the items required in the permit and listed
on the forms available on the website,that the covenants will be binding on all parties and persons claiming
under them,that they will run with the land,that the required covenants cannot be changed or deleted
without concurrence from the NC DEMLR,and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm(such as a
consulting engineer and/or firm)so that they may provide information on your behalf for this project(such as
addressing requests for additional information).
Consulting Engineer:Robert Cash PE
Consulting Firm:Cardno
Mailing Address:9800 Southern Pine Blvd.,Suite I
City:Charlotte State:NC Zip:28273
Phone: (704 ) 927-9700 Fax: (
Email:[e-mail]
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information,item 2 has been filled out, complete this
section)
I, (pant or type name of person listed in Contact Information,item 2a) ,certify that I
own the property identified in this permit application,and thus give permission to (print or type name of person
listed in Contact Information,item la) with(print or type name of organization listed in
Contact Information,item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal,which indicates the
party responsible for the operation and maintenance of the stormwater system.
Form SWU-101 Version Oct.31,2013 Page 5 of 6

6638
0409
FILED
UNION COUNTY, NC
CRYSTAL CRUMP
REGISTER OF DEEDS
FILED Mar 23, 2016
AT 02:25 pm
BOOK 06638
START PAGE 0409
END PAGE 0413
INSTRUMENT# 07482
EXCISE TAX $6,968.00
SPECIAL WARRANTY DEED A"
Excise Tax:$6,968.00
Tax Parcel ID Nos.06021007 and part of 06042001D Verified by Union County on the day of March,2016
By:
Mail/Box to:St,Amend&Efird. PLLC. 3115 Sprinobank Lane,Suite 308.Charlotte. NC 28226
This instrument was prepared by: St.Amand&Efird. PLLC.3115 Sorinabank Lane, Suite 308, Charlotte, NC 28226
Brief description for the Index: Union County. North Carolina:Two Parcel Assemblage—Pojter Road Properly
THIS DEED,made this the 22�day of March,2016,by and between
GRANTOR: DEVELOPMENT SOLUTIONS GROUP,LLC,a North Carolina limited liability company,whose
mailing address is 1121 Carmel Commons Blvd,Suite 360,Charlotte, NC 28226 ("Grantor"),and
GRANTEE: CALATLANT1C GROUP,INC.,a Delaware corporation,whose mailing address is,6701 Carmel Road,
Suite 425,Charlotte,NC 28226(pGrantee").
WITNESSETH:
For valuable consideration from Grantee to Grantor,the receipt and sufficiency of which is hereby acknowledged,Grantor
hereby gives, grants, bargains, sells and conveys unto Grantee in fee simple, subject to the Exceptions hereinafter
provided,if any,the following described property located in the County of Union.State of North Carolina,more particularly
described as follows:
Conveyance property is described on Exhibit A(which Is hereby incorporated herein)
Said property having been previously conveyed to Grantor by instrument(s)recorded in Book 6135,Page 400 .
All or a portion of the property herein conveyed—includes or X_does not include the primary residence of a Grantor.
TO HAVE AND TO HOLD unto Grantee,together with all privileges and appurtenances thereunto belonging,in fee simple,
subject to the Exceptions hereinafter provided,if any.
And Grantor hereby warrants that Grantor has done nothing to impair the title as received by Grantor except as set
forth in the Exceptions,and that Grantor will forever warrant and defend the title against the lawful claims of all persons
claiming by,through or under Grantor,and that Grantor will forever perform such actions as are necessary to perfect
title in Grantee as herein conveyed, If any.
4823-4096-1326.01

6638
046 Gferences to Grantor and Grantee as used herein shall include the parties as well as their heirs, successors and
assigns,and shall include the singular,plural, masculine,feminine or neuter as required by context.
IN WITNESS WHEREOF,the Grantor has duly executed the foregoing as of the day and year first above written.
Development Solutions Group. LLC. a North Carolina limited
liability company
(Entity Name)
By: (SEAL)
Print/Type Name die: Kent Olson, Manager Print/Type Name:
By: -- (SEAL4
PrintfType Name&Title: Print/Type Name:
By: (SEAL)
Print/Type Name&Title: Print/Type Name:
By: (SEAL)
Print/Type Name&Title: Print/Type Name:
State ofa (Official/Notarial Seal)
County of
tome,County %. h rr&
I certify that the following person(s)personally appeared before me this day, /001/11,44104
each acknowledging to m th t he or she signed the foregoing document `s
Q , li1H met ce Z., 1407.4.
[insert name(s)of principal(s)).
Date: 3'Z2-) I�p la p
Notary Public
Notary's Printed or Typed Name
kL34.22/.
_y -My Commissionpxpires: h�►►nnllsu `'
State of North Carolina (Official/Notarial Seal)
County of Mecklenburg
I certify that the following person(s)personally appeared before me this day,
each acknowledging to me that he or she signed the foregoing document
[insert name(s)of principal(s)).
Date:
Notary Public
Notary's Printed or Typed Name
My Commission Expires:
4823-4096.1326.01

•
6638
0411 EXHIBIT A
CONVEYANCE PROPERTY
The Property
All of that"New Parcel 2"as shown on the Recombination Plat entitled"Howey Tracts-Wesley Chapel-
Recombination Plat"recorded at N ,pages "K-76 in the Office of the Register of
Deeds for Union County,North Carolina;
The same being more particularly described as follows:
Description of New Parcel 2:
Being that certain parcel of land lying and being situate in Wesley Chapel,Union County,North Carolina and
being more particularly described as follows:
Beginning at an iron pipe at the southwestern corner of Timothy J. and Renee B. Galinski,recorded in Book
1675,Page 881,said point having North Carolina Grid Coordinates(NAD83/2011)of N:467,098.28 feet and E:
1,495,211.42 feet,said point being the POINT OF BEGINNING;thence with the line of said Galinski North
59°1026"East 241.43 feet to an iron pipe at the southwest corner of James R.and Edith K.Efird,recorded in
Book 1260, Page 756; thence with the line of said Efird North 59°10'35" East 158.48 feet to a rebar at the
southernmost corner of Hugh E.White,Jr.and Jan H.White,recorded in Book 1260,Page 749;thence with the
line of said White North 59°08'10" East 256.92 feet to a rebar;thence North 41°08'09" West 195.62 feet to a
rebar;thence North 47°44'190' East 512.61 feet to a rebar located on the southern right of way line of Hudson
Church Road;thence North 47°44'19"East 24.89 feet to the centerline of said Hudson Church Road;thence with
the centerline of Hudson Church Road South 43°58'54"East 28.26 feet;thence South 44°43'17"East 78.26 feet;
thence South 47°13'33"East 55.79 feet;thence South 50°1128"East 55.79 feet;thence South 55°45'02"East
159.84 feet;thence South 80°07'28"East 62.85 feet to a point at the terminus of Hudson Church Road and the
southwest corner of L.Howard Thacker,recorded in Book 3256,Page 594;thence along the line ofsaid Thacker
South 66°2317"East 300.67 feet to a rebar at the southwest corner ofKnight&Davis Construction Group,LLC,
recorded in Book 6592,Page 494;thence with the line of said Knight&Davis Construction Group,LLC South
87°27'20"East 96.93 feet to an iron pipe set;thence South 87°2720"East 150.18 feet to a rebar;thence North
86°53'09"East 444.37 feet to a rebar;thence South 55°04'59"East 319.79 feet to an iron pipe set;thence South
55°05'40"East 110.00 feet to a point on the western line of Larry and Virdi Deese,recorded in Book 234,Page
330,said line being the centerline of a creek;thence with the centerline of said creek the following ten(10)calls:
(1)South 10°26'58"West 122.23 feet;(2)South 20°26'58"West 81.10 feet;(3)South 15°26'58"West 36.00 feet;
(4)South 06°26'58"West 116.00 feet;(5)South 24°26'58"West 43.00 feet;(6)South 00°33'02"East 28.00 feet;
(7) South 04°26'58"West 69.00 feet;(8) South 01°26'58"West 185.00 feet; (9)
thence South 17°26'58" West 162.00 feet; and(10) South 18°26'58" West 55.00 feet to a point on the line of
Larry and Jennifer Hatley Perkins, recorded in Book 1070, Page 598, said point being in the centerline of the
aforementioned creek;thence continue with the centerline of said creek the following twenty-nine(29)calls:(1)
South 12°33'02"East 29.00 feet;(2)South 24°26'58"West 61.00 feet;(3)South 59°50'02"West 71.62 feet;(4)
South 57°53'06"West 26.69 feet;(5)South 60647137'West 18.41 feet;(6)South 83°45'26"West 22.54 feet;(7)
North 65°35'02"West 11.67 feet;(8)South 87°53'50"West 25.55 feet;(9)South 78°33'18"West 50.91 feet;(10)
South 81°11'23"West25.01 feet;(I 1)North 64°15'36"West 23.40 feet;(12)North 47°12'47"West 36.87 feet;
(13)North 83°55'07"West 78.44 feet;(14)South 51°00'04"West42.78 feet;(15)South 86°58'53"West 147.59
feet;(16)North 81°51'41" West 45.71 feet;(17)North 69°17'16"West 23.45 feet;(18)North 21°09'39"West
4923-4096.1326.01

6638
048.26 feet;(19)North 82°1042"West 29.23 feet;(20)North 47°27'56"West 31,59 feet;(21)North 77°52'07"
West 26.88 feet; (22) South 89°30'26" West 37.70 feet; (23) North 42°32'43" West 23.98 feet; (24) North
74°14'41" West 11.27 feet; (25)North 89°24'48" West 12.22 feet;(26)North 67°00'20" West 56.35 feet;(27)
North 74°10'39"West 44,77 feet;(28)South 82°4242"West 38.95 feet;(29)South 53°42'33"West 5.37 feet to a
point at the southeast corner of Billy Ray Deese,recorded in Book 423,Page 14;thence leaving the creek and
following the line of said Deese the following five(5)calls:(l)North 03°04'41"West 20.56 feet to a rebar;(2)
North 03°0414I" West 196.48 feet to a rebar; (3) North 64°1448" West 164.69 feet to a rebar; (4) South
03°01'57"East 369.06 feet to a rebar(5)South 03°01'57"East 17.10 feet to a point on the aforementioned line of
Larry&Jennifer Hatley Perkins, said line being the centerline of the aforementioned creek; thence with the
centerline of said creek the following seven(7)calls:(1)South 50°26'46"West 33.43 feet;(2)South 36°04'33"
West 43.92 feet;(3)South 44°22135"West 48.32 feet;(4)South 36°21'21"West 49.35 feet;(5)South 14°1 P53"
West 25.03 feet; (6) South 30°34139" West 79.54 feet; (7) South 19°37'51" West 8.09 feet to a point on the
northeasterly line of Paul D.&Lisa M.Haynes,recorded in Book 6477,Page 194;thence leaving the creek and
following the said line of Haynes North 48°0725"West 20.00 feet to an iron pipe set;thence North 48°07'25"
West 358.69 feet to a rebar;thence South 44°49'05"West 935.96 feet to a rebar located on the northern right of
way line of Potter Road; thence South 44°49'05" West 32.24 feet to a point in the centerline of Potter road;
thence with the centerline of Potter Road the following eight(8)calls:(1)North 45°09'55"West 162.93 feet;(2)
North 44059'01"West 102.56 feet;(3)North 45°09'13"West 282.70 feet;(4)North 45°18'47"West 261.17 feet;
(5)North 45°09'56"West 107.54 feet;(6)North 44°53'26"West 113.42 feet;(7)North 44°30'43"West 112.57
feet;(8)North 43°41'23"West 94.64 feet to a pk nail located at the centerline intersection of Potter Road and
Beulah Church Road;thence continue with the centerline of Potter Road the following five(5)calls:(1)North
40°4341" West 100.17 feet;(2)North 39°55'24"West 212.76 feet; (3)North 39°41'50" West 182.48 feet; (4)
North 39°16'4I" West 69.89 feet;(5)North 38°4755" West 87.22 feet;thence Ieaving the centerline of Potter
Road North 13030'47"East 46.72 feet to a rebar;thence North 17°04'34"West 24.64 feet to a rebar located on the
eastern line of Christopher B.Manus,recorded in Book 5696,Page 81;thence with the line of said Manus North
13°00'12" East 316.00 feet to a rebar at the southeast corner of James F.McCoy,recorded in Will Book 89E,
Page 409;thence with the line of said McCoy North 12°29'49"East I51.87 feet to a rebar at the southeast corner
of James F. McCoy; recorded in Plat Cabinet D, File 903 (Tract 1); thence with line of said McCoy North
13°23'15"East 389.14 feet to a rebar on the southern line of Mike McCoy(Tract 3),recorded in Plat Cabinet G,
File 556;thence South 48002'50"East 642.39 feet;thence with line of said McCoy South 48°02'45"East 642.26
feet to the POINT OF BEGINNING,containing 4534276 square feet, 104.09 acres,more or less.
4$2341}94-132 .U1

•
6638
0413 EXHIBIT B
EXCEPTIONS
1. Ad valorem taxes not yet due and payable for 2016 and subsequent years,not yet due and payable.
2. Right of Way Agreement to the Department of Transportation recorded in Book 416,page 831. [As to
Tract 11
3. Sanitary Sewer Line Easement recorded in Book 1469, page 707. [As to Tract II]
4. Right of Way Agreement to Duke Power Company recorded in Book 221,page 188. [As to Tract I]
5. Title to any portion of the Land lying within the right of way of Potter Road. [As to Tract II]
6. Right of Way Agreement to Duke Power Company recorded in Book 230, page 18. [As to Tract II]
7. Easement to Union Electric Membership Corporation recorded in Book 489,page 145. [As to Tract 111.
4823-4096.1326,v. 1
4823.4046-1326.01

' As the legal property owner I acknowledge,understand,and agree by my signature below,that if my designated
agent(entity listed in Contact Information,item 1) dissolves their company and/or cancels or defaults on their
lease agreement,or pending sale,responsibility for compliance with the DEMLR Stormwater permit reverts back
to me,the property owner.As the property owner,it is my responsibility to notify DEMLR immediately and
submit a completed Name/Ownership Change Form within 30 days;otherwise I will be operating a stormwater
treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility
without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement
action including the assessment of civil penalties of up to$25,000 per day,pursuant to NCGS 143-215.6.
Signature: Date:
I, ,a Notary Public for the State of ,County of
,do hereby certify that personally appeared
before me this day of ,and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in Contact Information,item 1a)Brian Tohnson
certify that the information included on this permit application form is,to the best of my knowledge,correct and
that the project will be constructed in conformance with the approved plans,that the required deed restrictions
and protective covenants will be recorded,and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H.1000 and any other applicable state stormwater requirements.
Signature: Date: /-447-77
,a Notary Public for the State of N°l1 TN C oirgot../' # ,County of
St6ck- Vegri ,do hereby certify that ,3,J4ev Off i/ . i personally appeared
before me this (3 day of At/u/y , 20(7 ,and acknowl-dge the due e-c tion of the application for
I' �
a stormwater permit. Witness my hand and official seal, �__
. SEAL
JOHN R.LOBERG
NOTARY PUBLIC
kiledtkribuze County,North CtsMy COrrenIssion Expires q
• 9/1920119 My commission expires a l - - (7
Form SWU-101 Version Oct.31,2013 Page 6 of 6

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built-upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Brian Johnson , acknowledge, affirm and agree by my signature below, that I
will cause the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number , as issued by the Division of Energy, Mineral and
Land Resources under the Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Energy, Mineral and Land Resources.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Energy, Mineral and Land Resources.
6. The maximum allowable built-upon area per lot is N IA square feet. This allotted amount
includes any built-upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
OR, if the proposed built-upon areas per lot will vary, please REPLACE #6 above with the following:
6. The maximum built-upon area per lot, in square feet, is as listed below:
Lot# BUA Lot# BUA Lot# BUA Lot# BUA
This allotted amount includes any built-upon area constructed within the lot property boundaries, and
that portion of the right-of-way between the front lot line and the edge of the pavement. Built upon area
includes, but is not limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and
parking areas, but does not include raised, open wood decking, or the water surface of swimming
pools.
7. Each lot will maintain a 30**foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built-upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 2

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
Signature: Date: /-/ -/7
I, Jo,4,/ , a Notary Public in the
State of /v'12-77f 0172-aC...Mf1 , County of 7 lit C-4-4rOgedie.4
do hereby certify that 73/2-rA.v e41fnlsow personally appeared
before me this the P 3 day of ✓nla. , 20 (7 , and acknowledge
the due execution of the foregoing instrument. Witness my hand and official seal,
SEAL
Sign.;Sre JOHN R.LOBERG
My Commission expires al .l �Y�ommNO�ssTAonRY
LIC
EtY' rth
xpres 9!
19019
Form DRPC-3 Rev.2 05Nov2009 Page 2 of 2

Operation & Maintenance Agreement
Project Name: Addington Crossing
Project Location: 5416 Hudson Church Road
Cover Page
Maintenance records shall be kept on the following BMP(s). This maintenance record shall be kept in a log in a known set
location Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced immediately. These
deficiencies can affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s)
The,BMP(s) on this project include (check all that apply&corresponding O&M tables will be added automatically):
Bioretention Cell Quantity. Location(s)
Dry Detention Basin Quantity: LA Location(s)
Grassed Swale Quantity: Location(s)
Green Roof Quantity: Location(s).
Infiltration Basin Quantity: Location(s).
Infiltration Trench Quantity: Location(s).
Level Spreader/VFS Quantity. Location(s):
Permeable Pavement Quantity. Location(s):_
Proprietary System Quantity. Location(s)
Rainwater Harvesting Quantity Location(s).
Sand Filter Quantity Location(s)'
Stormwater Wetland Quantity Location(s).
Wet Detention Basin Quantity' 0 Location(s):
Disconnected Impervious Area Present No Location(s).
User Defined BMP Present No Location(s):
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed
for each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any
changes to the system or responsible party.
* Responsible Party Brian Johnson
Title & Organization: CalAtlantic Group Inc
Street address: 6701 Carmel Road, Suite 425
City, state, zip' Charlotte, NC 28226
Phone number(s). 704-507-7547
Email [e-mail]
Signature. ( Date
NiO / a , 13.4 P , a Notary Public for the State of ileyerii4 C,47e04m.//,�-
County of syl+ [.G.,✓.t/iS•10e.la , do hearby certify that 3jd.I4 tJ VbfA.fSo.4/
personally appeared before me this ( 3 day of ✓/Jit/44y P 2�(7 and
acknowledge the due execution of the Ope - 4ns and intenance Agreement .
Witness my hand and official seal,
,tct R.L•.- RG
SAY Pu TUC
MY Conmission t- 91
•
Seal My commission expires O g . (9 . /9
STORM-EZ 1/11/2017
Version 1 4 O&M Manual Page 1 of 1

DRY DETENTION#1 NORTHING AND EASTING OF OUTLET STRUCTURE
N=467172.1603'
E=1494630.6042'
DRY DETENTION#2 NORTHIN AND EASTING OF OUTLET STRUCTURE
N=466397.1999'
E=1495519.1521'
DRY DETENTION#3 NORTHIN AND EASTING OF OUTLET STRUCTURE
N=467095.0051'
E=1497183.9628'
DRY DETENTION#4 NORTHIN AND EASTING OF OUTLET STRUCTURE
N=466388.8155'
E=1496244.8440'