WQ0039842_Application_20180907

WETTED PERIMETER /
COMPLIANCE AREA (TYP)
25' MIN. DISTANCE BETWEEN
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WETLANDS (TYP)
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MASTERMETER
*NUMBER OF RESIDENCES
CUMULATIVE
WETTED PERIMETER/
COMPLIANCE AREA
(SF)
WETTED PERIMETER /
COMPLIANCEAREA
LESS RESIDENCE AREA
(@ 2,400 SF / RESIDENCE)
(SF)
DRIP AREA
(SF)
MM 1
29
350,636
281,036
17,492
MM 2
122
868,639
575,839
119,567
MM 3
146
862,904
512,504
47,832
MM 4
72
513,808
341,008
82,412
MM 5
76
500,776
318,376
17,319
Totals
445
3,096,763
2,028,763
284,622
* Each residence/ lot has a 2,400SF coverage area for house and driveway
IRRIGATION MASTER METER (TYP)
WETTED PERIMETER /
COMPLIANCE AREA (TYP)
THIS DRAWING IS THE PROPERTY OF:
Spaulding & Norris, PA
and is not to be reproduced or copied in whole or in part without
permission from Spaulding & Norris, PA. This drawing is not
to be used on any other project and is to be returned to
Spaulding & Norris, PA, upon request.
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PROJECT NUMBER
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THIS DRAWING IS THE PROPERTY OF:
Spaulding & Norris, PA
and is not to be reproduced or copied in whole or in part without
permission from Spaulding & Norris, PA. This drawing is not
to be used on any other project and is to be returned to
Spaulding & Norris, PA, upon request.
GRAPHIC SCALE
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DRAWING
SHEET
200 0I- - -1 100 200 800 I I EX- 1
( IN FEET )
1 inch = 200 ft.
PROJECT NUMBER
410-02

Environmental Consultants,
8412 Fa➢s of Neuse Road, Suite 104, Raleigh, NC 27615 - Phone: [phone]
sandec.com
Spaulding & Norris, PA
Attn: Tom Spaulding
972 Trinity Road
Raleigh, NC 27607
Updated September 6, 2018
November 7, 2016
Project # 5005.S8
Conjunctive Use Agronomist Report
Re: Twelve Oaks Phase 9, Town of Holly Springs, Wake County, NC
Introduction•
Soil & Environmental Consultants, PA, (S&EC) has completed a preliminary
agronomist report for the site referenced above. This report addresses the
requirements set forth by 15A NCAC 02U .0201 (h) concerning a soil evaluation
report for the proposed application of reclaimed wastewater on the residential
lots of Twelve Oaks Phase 9, Holly Springs, NC. Although this project currently
disposes of its wastewater via a municipal sewer system connection, the
proposed residences wish to utilize reclaimed wastewater from the Town of
Holly Springs as a source of irrigation water for grass and landscaping. As such,
reclaimed wastewater would only be applied on an "as needed" basis to
maintain optimal growing conditions for turf grass, shrubs and trees. Based on
this arrangement, the irrigation would constitute a "conjunctive" use of the
wastewater. As part of this study, projected crop nutrient use was evaluated
based on hypothetical hydraulic loading rates of the proposed wastewater
source.
Soil Conditions and Proposed Cropping Scheme:
The soils of the proposed application sites are described in the soil scientist's
report dated September 6, 2018 by S&EC. As described in the report, the on -site
soils are most similar to the cut/filled Creedmoor, Carbonton, Mayodan, Peakin,
Whitestore, and Brickhaven soil series. Please refer to the soil scientist map and
report for additional information about the existing soil conditions.
Appendix 1 contains a soil fertility analysis report conducted by A&L
Laboratories based on soil samples collected from the site. These soil samples

were sent to A&L Laboratories for fertility analysis. Soils were not analyzed for
nitrogen due to the dynamic nature of soil N.
Since the proposed irrigation scheme will vary based on unpredictable climatic
factors and corresponding dynamic soil moisture conditions, S&EC evaluated the
site based on the goal of maintaining landscaped shrubs, trees and turf grass at
the site. North Carolina Cooperative Extension Service recommends that hybrid
bermudagrass should be irrigated with 1.25 inches of water per week or as
needed during the growing season (April -November) to maintain optimal
growing conditions (NCCES, 2001). This would equate to a total crop demand of
45 inches of water during the bermudagrass growing season (i.e. 36 weeks * 1.25
inches/week). At this point in time, the residences do not plan to over -seed the
hybrid bermudagrass with a cool season grass. As such, these areas will not
receive irrigation during the winter months (December -March).
The annual irrigation requirement for the turf crop(s) would therefore be the
total requirement for turf grasses less seasonal rainfall as shown in Equation 1.
Equation 1 - Calculation of Irrigation Requirement based on
Bermudagrass Crop Demand and Rainfall
Required Conjunctive Irrigation = (Bermudagrass Demand) -Seasonal
Rainfall (Apr. -Nov.) in Drought Year
irri ag tion bermuda rainfall
(23.11") _ (45") - (21.89")
This "worst case scenario" irrigation rate would be the amount of reclaimed
water required during an exceptionally dry year. The lowest annual rainfall on
record, based on 50 years of precipitation data obtained from the State Climate
Office of North Carolina for the RDU Weather Station, (http://www.nc-
climate.ncsu.edu/) was 33.71 inches in the year 1976. When broken down by
crop growing season, rainfall totaled 21.89 inches for the April -November period
and 11.82 inches for the December -March period. Thus, seasonal irrigation
requirements based on crop type less seasonal rainfall are shown in Equation 1.
Based on the Conjunctive Usage of wastewater, and the assumption that
irrigation will not occur unless the crop is actively growing, the maximum
loading rate recommended by S&EC is one that does not exceed the irrigation
requirement for the turf grass and accounts for rainfall received in an
exceptionally dry year. Based on the preceding calculations, 23.11 inches would
be required in a drought year. However, to account for the possibility of more

severe droughts in the future, S&EC recommends a maximum seasonal irrigation
rate of 27 inches (April -November).
Wastewater Analysis and Nitrogen Loading:
A chemical analysis of the reclaimed wastewater has been provided to S&EC by
the Town of Holly Springs (Appendix 2). Nitrogen is the plant nutrient that is
typically the most limiting to wastewater application. Total Kjehldahl N (TKN)
indicates an average ammonium (NH4'-N) + organic-N concentration of 0.79
mg/L. On its own, the ammonium concentration did not exceed detection limits
(<0.5 mg/L) and for calculation purposes, S&EC assumed that the entire TKN
was composed of organic-N. Based on the data provided, the combined nitrate
(NO3--N) and nitrite (NO2--N) nitrogen averaged approximately 6.73 mg N/L for
the month of November 2009.
Plant available nitrogen (PAN) application rates were determined for the
irrigated yards based on wastewater analysis and hypothetical hydraulic loading
rates. Since the reuse water will be applied to the landscaped areas through a
sprinkler spray system, some ammonium -nitrogen (NH4+-N) will probably be
lost via ammonia volatilization. The North Carolina Department of Agriculture
estimates that approximately 25% of ammonium -nitrogen will be volatilized and
lost to the atmosphere in spray irrigation applications (NCDA,1999). As a
conservative estimate, S&EC also assumed that 100% of organic-N would be
mineralized to plant available forms of N. Using these estimates, the wastewater
plant available nitrogen (PAN) was calculated as follows: (6.73 mg NO3--N +
NOz -N) + (0.79 mg organic-N/L) = 7.52 mg PAN/L.
The soil scientist's map shows the general areas that will make up the proposed
irrigated areas. The resulting maximum summertime application rate (April -
November) for these areas is calculated as follows: (27 in/yr * 7.48 gal/ft3 *
43,560 ft2/ac)/(12 * 106 ) = 0.733 Mgal/ac/yr. This application rate will supply
plant available nitrogen for hybrid bermudagrass production at the following
rates: 0.733 Mgal/yr/ac x 7.52 mg/I PAN x 8.34 = 46 lbs/ac/yr PAN. As
previously discussed, the majority of the soils within the site are most similar to
the cut/filled Creedmoor, Carbonton, Mayodan, Peakin, Whitestore, and
Brickhaven soil series. Based on the Realistic Yield Expectation (RYE) for hybrid
bermudagrass grown on these soils with 3-9% slope, the recommended N
application rate is 202 lb N/ac (NC Nutrient Management Workgroup, 2003).
Therefore, N loading based on the maximum hydraulic application rate (27 in)
would not exceed the recommended N loading rate for hybrid bermudagrass
during the growing season. In this case, an additional 102 lb PAN/ac would be
required to maximize yield potential.

Additional Nutrient/Heavy Metal Loading_
Soil sample results indicate that the Cation Exchange Capacity (CEC) of the soil
samples is 1.2 meq/100g in Phase 9. Adding lime at the recommended rate (30 lb
N/1000ft2) should increase the pH dependent CEC and ensure nutrient
availability for optimum plant uptake. In addition to nitrogen, phosphorus and
other nutrient loading rates were calculated based on a maximum annual
irrigation rate of 27 in/yr. According to lab analysis, the reclaimed wastewater
has an average total phosphorus (P) analysis of 1.9 mg/L. Therefore, at the
maximum irrigation rate, phosphorus would be supplied at the following rate:
0.733 Mgal/yr/ac x 1.9 mg/L P x 8.34 x 2.29 = 27lb P2O5/ac/yr. Based on the
Realistic Yield Expectation (RYE) for hybrid bermudagrass grown on these type
soils with 3-9 % slope, the maximum expected crop P removal rate is 57 lb
P2O5/ac (NC Nutrient Management Workgroup, 2003). Based on soil fertility
analysis of the existing soil, the current available soil phosphorus level is
categorized as "Low'. An additional 30 lbs of Lime/1000 square feet should be
applied to build up nutrient levels as recommended by the A&L soil test report.
Soil samples should be taken on an annual basis to monitor P status and fertilizer
P additions should be adjusted accordingly. Phosphorus loss is not considered to
pose an environmental concern due to the high phosphorus fixing capacity of the
clayey subsoils and the low potential for P-loss from runoff or leaching.
Heavy metal loading and associated plant toxicities are not expected to be an
agronomic concern, since they are not expected to be present in significant levels
in the proposed reclaimed domestic wastewater source.
Crop Management Considerations:
Hybrid bermudagrass should be mowed to a height of 3/4 to 1-inch from April
through December. Vertical mowing is also essential for removing thatch
buildup in bermudagrass and should be done on an "as -needed" basis. If
additional nitrogen fertilization is required beyond that which is provided as
wastewater-N, application should occur two to three weeks after bermudagrass
turns green in the spring. Additional applications should occur every four to six
weeks, or as needed to keep grass healthy, at a rate of 11b N/1000 ft2.

Soil & Environmental Consultants, PA. is pleased to be of service in this matter
and we look forward to assisting in any site analysis needs you may have in the
future. Please feel free to call with any questions or comments.
Sincerelj
Ricky Pc.....
NC Licensed Soil Scientist
List of Appendices:
Appendix 1- Soil Fertility Report
Appendix 2 - Wastewater Analysis

Her AY -�:
0
Waypoint..
ANALYTICAL
7621 Whltepine Road, Richmond, VA 23237
Main 804.743.94010 Fax [phone]
www.waypointanalytical.com
SOIL ANALYSIS
Client:
Grower:
Report No: 16-319-0512
SOIL & ENVIRONMENTAL
12 Oaks Project 5005
Cust No: 45479
ACCOUNTS PAYABLE
Date Printed: 11/16/2016
8412 FALLS OF NEUSE ROAD
Date Received : 11/14/2016
SUITE 104
Date Analysis: 11/15/2016
RALEIGH NC 27615
Page: 3of4
PO:
Lab Number: 15344 Field Id : Sample Id : 1-2
Test
Results
SOIL
TEST RATINGS
Calculated "Callon
Exchange Capacity r.
-
ow '
-
' Medlum"i "
Soil pH
4.9
1.2
meq/100g
Buffer pH
6.88
Phosphorus (P)
13 ppm
Calculated Cation-'
saturation -
Potassium (K)
25 ppm
Calcium (Ca)
102 ppm
%Ca 42.5
%H 41.7
Hmem q 0.5
Magnesium (Mg)
12 ppm
-- -----
Sulfur (S)
14 ppm
Boron (B)
0.1 ppm
-
Copper (Cu)
1.0 pp
-.Kx i�ai.. _
Iron (Fe)
38 ppm
Manganese (Mn)
10 ppm
..
Zinc(Zn)
1.0 ppm
K: Mg Ratio"
1.00
Sodium (Na)
_.
Ca Mg Ratio
Soluble Salts
4.94 Q
Organic Matter
1.7 % ENR 82
Nitrate Nitrogen
P2SLBray
14 ppm
SOIL FERTILITY GUIDELINES
Crop : Bermudagrass Lawn
Rec Units: 1-6/1000 SF
(Itsj LI E `.(tone)
N
P,O,
K°0
Mg..:.
S
_. B
Cu
Mn
Zn
Fe
30
3.5
6.0
1.55
0.48
0
0
0.07
0
0
Crop: Rec Units:
Comment:
Pry« r 60wr
Analysis prepared by: Waypoint Analytical Virginia, Inc. Pauric McGroary

Waypointrye
ANALYTICAL
7621 Whitepine Road, Richmond, VA 23237
Main 804-743.9401 a Fax [phone]
www.waypointanalytical.com
SOIL ANALYSIS
Client:
Grower:
Report No: 16-319-0512
SOIL & ENVIRONMENTAL
12 Oaks Project 5005
Cust No: 45479
ACCOUNTS PAYABLE
Date Printed: 11/16/2016
8412 FALLS OF NEUSE ROAD
Date Received : 11/14/2016
SUITE 104
Date Analysis: 11/15/2016
RALEIGH NC 27615
Page: 4 of 4
PO:
Lab Number: 1b344 Field Id : Sample Id : 1-2
Comments:
Bermudagrass Lawn
Limestone application is targeted to bring soil pH to 6.2.
• Apply dolomitic lime to raise pH and improve the magnesium level.
If dolomitic lime is not used, apply required magnesium with magnesium oxide. Epsom Salts, K-Mag or Sul-PO-Mag.
• Apply the amount of lime recommended in first page to raise pH
For a more in depth explanation of the soil test and recommendations, go to our website www.aleastern.com and select the "Lawn
and Garden" tab at the top of home page. Under the "How to Understand a Soil Test Report" header you will find the link to the article
"Soil Test Report & Fertilizer Recommendation Explained".
• The above fertilizer application recommendation is a general guideline, if the specified grades can not be found, replace with
fertilizer having similar N:P:K ratio. The best time to apply fertilizer for warm season grass (bermuda, St. Augustine, zoysia, bahia,
centipede) is in the late spring and summer when grass is growing. For Mid -Atlantic region the time is from May to Mid September.
Apply with the interval of 4-6 weeks. These grades of fertilizer are the best fit for your requirements for Nitrogen and Phosphorus. It
may cause the amount of Potassium being slightly lower than the amount required. This problem should not affect the growth of your
lawn and can be easily adjusted from resubmitting soil sample same time next year.
Pry« m° 60wr
Analysis prepared by: Waypoint Analytical Virginia, Inc. Pauric McGroary

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and supervision in acmrdamee with a tsytrt-m to deslgn to etaure that quaLLed perdonnel properly
Wher and evaluet the information submittsd. Bared on my inquiry of the pettw or p8ri Orie ft
Mtriage the trvstem, a those peraon€ dimetll• rtponsihel for lothefing the infomodon, the
information tubailtud it , to the brst of at}• ltnuwledp and belief, tau, acct3retc sad complete. I am
aware that thus rue signif=nt prritaldes for submitting folse information, inelttditt� the
NFsibiGty of fines and lmptiw=dnl for kaiov.*Lg violations.
Authotiead Representafl name
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Signature

fa5r_tr:l Monifi€ �; €V4 f;rllciErnt [+rAC
Ou"fal No. ' C,9 '" 42b._____.__..,, Month _November___
t?utfaJl U_ 61
Year Lt1�4 ,
D,%tr.

After Recording Return to:
Keith D. Burns
Nexsen Pruet, PLLC
4141 Parklake Ave, Suite 200
Raleigh, NC 27612
DECLARATION OF
COVENANTS, RESTRICTIONS AND EASEMENTS
FOR
TWELVE OAKS PHASE 9
WAKE COUNTY, NORTH CAROLINA
NPRAL1: 1033374.9

TABLE OF CONTENTS
Article I. DEFINITIONS...........................................................................................................................3
Article II. PROPERTY SUBMITTED TO THIS DECLARATION.....................................................5
Section 2.01
Lots Hereby Subjected to this Declaration..........................................................................5
Section 2.02
All Lots Bear the Burdens and Enjoy the Benefits of this Declaration...............................5
Section 2.03
Annexation of Additional Property .....................................................................................5
Section 2.04
Withdrawal of Property .......................................................................................................6
Section 2.05
Submission to the Master Declaration................................................................................
6
Article III. THE ASSOCIATION.............................................................................................................6
Section3.01
The Association..................................................................................................................6
Section3.02
Membership........................................................................................................................7
Section 3.03
Classes of Membership; Voting Rights...............................................................................7
Section 3.04
Suspension of Membership Rights.....................................................................................7
Section 3.05
Meetings of the Membership..............................................................................................7
Section 3.06
Association Acts Through Its Board of Directors...............................................................7
Section 3.07
Professional Management...................................................................................................7
ArticleIV. IRRIGATION.........................................................................................................................8
Section4.01
Irrigation.............................................................................................................................8
Section4.02
Access Easement.................................................................................................................8
Article V. WASTEWATER COLLECTION SYSTEM.........................................................................8
Section5.01
Disposal System..................................................................................................................8
Section 5.02
Maintenance Obligation......................................................................................................8
Section 5.03
Access Easement.................................................................................................................8
ArticleVI. ASSESSMENTS......................................................................................................................9
Section 6.01
Creation of Lien and Personal Obligation...........................................................................9
Section 6.02
Purposes of Assessments....................................................................................................9
Section 6.03
Determination of Annual Assessment and Shares Thereof................................................9
Section 6.04
Special Assessments...........................................................................................................9
Section 6.05
Specific Assessments........................................................................................................10
Section 6.06
Special Assessment for Working Capital..........................................................................10
Section 6.07
Effect of Non -Payment of Assessments; Remedies of the Association ............................10
Section 6.08
Budget Deficits During Declarant Control Period............................................................
I I
Section6.09
Failure to Assess...............................................................................................................
I I
Article VII.
MORTGAGEE PROVISIONS..........................................................................................11
Section7.01
Notice of Action................................................................................................................
I I
Section7.02
Audit.................................................................................................................................
I 1
Section 7.03
Failure of Mortgagee to Respond......................................................................................
I I
Section7.04
Requirements....................................................................................................................
I I
I
NPRALI:1033374.9

Section 7.05
Notice to Association........................................................................................................12
Section 7.06
Amendment by Board.......................................................................................................12
Section 7.07
Subordination of the Lien to Mortgages...........................................................................12
ArticleVlII. EASEMENTS....................................................................................................................12
Section 8.01
Drainage Easements..........................................................................................................12
Section 8.02
Declarant's Easement........................................................................................................12
Section 8.03
Easements to Facilitate Development...............................................................................12
Section 8.04
Dedications and Easements Required by Governmental Authorities................................12
Section 8.05
Easements for Maintenance and Enforcement..................................................................12
ArticleIX. INSURANCE........................................................................................................................13
Section 9.01
Association Insurance.......................................................................................................13
Section 9.02
Additional Insurance Requirements..................................................................................13
Article X. RULES AND REGULATIONS............................................................................................13
Article XI. AMENDMENT.....................................................................................................................14
Article XII. MISCELLANEOUS............................................................................................................14
Section 12.01
Failure of Enforcement...................................................................................................14
Section12.02
No Waivers.....................................................................................................................14
Section12.03
Duration..........................................................................................................................14
Section12.04
Notices............................................................................................................................15
Section12.05
Severability.....................................................................................................................15
Section 12.06
Judicial Proceedings........................................................................................................15
Section 12.07
Successors to Declarant . .................................................................................................
15
Section 12.08
Right to Approve Additional Covenants.........................................................................15
I
NPRALI:1033374.9

DECLARATION OF
COVENANTS, RESTRICTIONS AND EASEMENTS
FOR TWELVE OAKS PHASE 9
WAKE COUNTY, NORTH CAROLINA
THIS DECLARATION OF COVENANTS, RESTRICTIONS AND EASEMENTS is made by Meritage
Homes of the Carolinas, Inc., an Arizona corporation (the "Declarant').
WITNESSETH:
WHEREAS, Declarant is the owner of all that tract or parcel of land lying and being in the Town of Holly
Springs (the "Town"), Wake County, North Carolina, as shown on the legal description attached hereto as Exhibit
A", incorporated herein (the "Propertv"), which Property is subject to the Declaration of Covenants, Conditions,
Restrictions, Easements, Charges and Liens for Twelve Oaks recorded in Book 12650, Page 1607, in the Registry
(defined below), as subsequently amended pursuant to that certain Supplemental Declaration Annexing Additional
Property Twelve Oaks PUD Phase 9, recorded in Book 16831, Page 1510, in the Registry (the "Master Declaration');
and
WHEREAS, subject to and in addition to but not in lieu of the Master Declaration, Declarant intends to
impose on the Property mutually beneficial restrictions under a general plan of improvement for the benefit of the
owners of each portion of the Property and to establish a procedure for the overall development, administration,
maintenance and preservation of the Property; and
WHEREAS, in furtherance of such plan, it is desirable to create Twelve Oaks Phase 9 Homeowners
Association, Inc. (the "Association') to administer and enforce the covenants and restrictions imposed hereby; and
WHEREAS, it is intended that every owner of any of the Lots automatically, and by reason of such
ownership, become a Member of the Association and be subject to its rules and regulations and the assessments and
charges set forth in this Declaration or made by the Association;
NOW THEREFORE, Declarant does hereby submit the Property to the provisions of this Declaration. This
document establishes a mandatory membership homeowners association pursuant to the provisions of the North
Carolina Planned Community Act, N.C. Gen. Stat. §§ 47F-1-101, et seq.
ARTICLE I. DEFINITIONS
As used in this Declaration, the following terms shall have the meanings ascribed to them in this Article,
such definitions being cumulative of those set forth in the recitals and elsewhere in this Declaration.
"Annual Assessment" shall have the meaning specified in Article VI entitled "ASSESSMENTS", and shall
constitute the assessments which, pursuant to the provisions of such Article VI, shall be levied by the Association
against all Lots each year for the purpose of raising the funds necessary to pay the Annual Expenses.
"Annual Expenses" (as that term is defined in such Article VI).
"Articles of Incorporation" shall mean the Articles of Incorporation of the Association, as the same may
be amended from time to time.
"Association" shall mean Twelve Oaks Phase 9 Homeowners Association, Inc., a North Carolina non-profit
corporation. The Association is a Sub -Association pursuant to Article I, Section 36 of the Master Declaration.
NPRALI: 1033374.9

"Board of Directors" or "Board" shall mean the body responsible for the administration of the Association,
as provided in the Bylaws.
"Bylaws" shall mean the Bylaws of the Association, as the same may be amended from time to time.
"Common Property" shall mean all personal property owned, leased or used by the Association, or with
respect to which the Association has a financial obligation, for the common use, enjoyment or benefit of the Members
or the Property. All Common Property shall be maintained by the Association unless dedicated to public use and
accepted by a public agency, authority or utility or conveyed to another nonprofit entity formed for similar purposes.
"Declarant" shall mean Meritage Homes of the Carolinas, Inc., an Arizona corporation, and shall include
any successor or assign who shall acquire any portion of the Property for the purpose of development and/or sale and
who is designated as Declarant in a recorded instrument executed by the immediately preceding Declarant; provided,
however, that there shall be only one "Declarant" hereunder at any one time.
"Declaration" shall mean this Declaration of Covenants, Restrictions and Easements, as the same may be
hereafter amended in accordance with the terms hereof. The Declaration is a Sub -Association Declaration pursuant
to Article I, Section 38 of the Master Declaration and is subject and subordinate to the Master Declaration.
"Development Period" shall mean the period of time during which Declarant owns any property that is
subject to this Declaration. Declarant may, but shall not be obligated to, unilaterally relinquish its rights under this
Declaration and terminate the Development Period by recording a written instrument with the Registry.
"Improved Lot" shall mean a Lot (i) upon which there is located a structure for which a certificate of
occupancy has been issued by the applicable government authority, and (ii) which has been sold to a Person who is
not Declarant.
"Lot(s)" shall mean each portion of the Property that may be independently owned and conveyed and which
is intended for development, use and occupancy as a residence for a single family, as shown and indicated as a "Lot"
on any of the Plats which have been or are hereafter recorded.
"Master Association" shall mean the Twelve Oaks Master Association, Inc., a North Carolina non-profit
corporation, its successors and assigns.
"Master Declarant" shall mean the Declarant under the Master Declaration.
"Master Declaration" is defined in the Recitals.
"Member" shall mean a Person subject to membership in the Association pursuant to Article III entitled
"THE ASSOCIATION."
"Mortgage" shall mean a deed or other document by means of which title to any Lot is conveyed or
encumbered to secure a debt. The term "Morteagee" shall refer to a beneficiary or holder of a Mortgage.
"Owner" shall mean any Person who is a record owner by purchase, transfer, assignment or foreclosure of
a fee or undivided fee interest in a Lot; provided, however, that any Person who holds such interest merely as security
for the performance of an obligation shall not be an Owner.
"Person" shall mean a natural person, corporation, trust, partnership or any other legal entity.
"Plats" shall mean all plats for any portion of the Property, and any amendments to such Plats, which are
hereafter recorded in the Registry's plat book records.
"Property" shall have the meaning ascribed to it hereinabove.
NPRAL1:1033374.9

"Registry" shall mean the Register of Deeds for Wake County, North Carolina.
"Supplemental Declaration" shall mean an instrument filed with the Registry which imposes additional
restrictions and/or obligations on the land described in such instrument.
ARTICLE II. PROPERTY SUBMITTED TO THIS DECLARATION
Section 2.01 Lots Hereby Subjected to this Declaration. Declarant, for itself and its successors and
assigns, does hereby submit the Property and the Lots to this Declaration. The Property shall hereafter be held,
transferred, sold, conveyed, used, leased, occupied, mortgaged or otherwise encumbered subject to all of the terms,
provisions, liens, charges, easements, covenants and restrictions set forth in this Declaration, including, but not limited
to, the lien provisions set forth herein. All of the terms, provisions, liens, charges, easements, covenants and
restrictions set forth in this Declaration as applicable to the Lots shall be a permanent charge thereon, and shall run
with the Lots.
Section 2.02 All Lots Bear the Burdens and Enjoy the Benefits of this Declaration. Every Owner, by
taking record title to a Lot, agrees to all of the terms and provisions of this Declaration. Each of the Lots is subject to
all burdens, and enjoys all benefits, made applicable hereunder.
Section 2.03 Annexation of Additional Property.
(a) Annexation without Approval of Class "A" Membership. The Declarant shall, at any time, and from
time to time, have the unilateral right, but not the obligation, to annex any property, whether such property is now
owned or subsequently owned by the Declarant (or any successor), which is adjacent or contiguous to or located within
a five (5) mile radius of property already forming part of the Association, measured from the then existing boundary
of the Association, into the Association and subject said annexed property to the Declaration and to the terms,
provisions, liens, charges, easements, covenants and restrictions of this Declaration. For purposes of this Section,
adjacent or contiguous property includes any property which is separated from property forming part of the
Association by a natural or man-made barrier including, but not limited to any lakes, rivers, roadways, paths or other
barriers. Such annexation shall be accomplished by filing with the Registry a Supplemental Declaration annexing such
property.
From and after such recording, the annexed property shall be held, transferred, sold, conveyed, used, leased,
occupied, mortgaged or otherwise encumbered subject to all of the terms, provisions, liens, charges, easements,
covenants and restrictions set forth in this Declaration, including, but not limited to, all lien and assessment provisions
set forth herein. All terms, provisions, liens, charges, easements, covenants and restrictions set forth in this Declaration
shall be a permanent charge on, and shall run with, such annexed property.
In addition to the controls, covenants, conditions, restrictions, easements, development guidelines, charges
and liens set forth in this Declaration, Declarant shall further have the right at its election, without the consent of any
Owner or Owners, to subject any such annexed property to varying or additional controls, covenants, conditions,
restrictions, easements, development guidelines, charges and liens by filing a Supplemental Declaration with the
Register of Deeds covering only such annexed property. The Association shall have the right and authority to enforce
all controls, covenants, conditions, restrictions, easements, and developments contained in such Supplemental
Declaration. Any such Supplemental Declaration may supplement, create exceptions to, or otherwise modify the
terms of this Declaration as it applies to the annexed property in order to reflect the different character and intended
use of such property. Such additional covenants may also include subjecting the annexed property into a separate
mandatory membership homeowners or condominium association which, if created, would be a sub -association to the
Association.
No approval from any member of the Association, or from anyone else whomsoever, shall be required for
the Declarant to subject Additional Property to this Declaration. Declarant shall have the unilateral right to transfer
to any other Person the right, privilege, and option to annex Additional Property which is herein reserved to Declarant,
provided that such transferee or assignee shall be the developer of at least a portion of the real property described in
this Section 2.03(a), and that such transfer is memorialized in a written, recorded instrument executed by the Declarant.
IJ7;7:\IIAQRIBi@L9

Declarant's right of annexation shall survive termination of its Class `B" membership status and the
termination of the Declarant Control Period,
The Declarant is under no obligation, pursuant to this Section 2.03, to add common area or recreational
facilities and subject the same to this Declaration, regardless of annexation of Additional Property for development.
(b) Annexation with Approval of Class "A" Membership. Subject to the consent of the owners thereof,
the Association may annex real property other than that described in subsection (a) above of this Article, or may annex
property which Declarant now owns or subsequently becomes the owner of, to the provisions of this Declaration and
the jurisdiction of the Association. Such annexation shall require the affirmative vote of a majority of the total available
votes of the Class "A" votes of the Association (other than those held by Declarant) or such other percentage of votes
as may be required by the Act, present at a meeting duty called for such purpose and the approval of the Declarant, so
long as Declarant owns property subject to this Declaration or which may become subject hereto in accordance with
Section 2.02 of this Article.
(c) Acquisition of Common Area. Declarant may convey to the Association real estate, improved or
unimproved, located within the Property or within the additional property described in Section 2.03(a), which upon
conveyance or dedication to the Association shall be accepted by the Association, irrespective of the condition of the
property. Nothing herein will obligate Declarant to convey any property or easement to the Association. Declarant
shall have the option of conveying nothing, conveying to the Association, the Master Association, or to any other
Person. However, any common areas or common area easements to be conveyed to the Association shall be
maintained immediately by the Association at its expense for the benefit of all its Members upon the recordation of a
Plat, irrespective as to whether such property has actually been conveyed to the Association. The Association shall be
obligated to accept as common area any property or interest therein conveyed to it by the Declarant, and the Declarant
shall have the unilateral right to convey common area property to the Association through the Declarant's recordation
of a deed of conveyance.
(d) Amendment. This Section 2.03 shall not be amended without the prior written consent of Declarant,
so long as the Declarant owns any of the Property, or property susceptible to being subject to the Declaration.
Section 2.04 Withdrawal of Property. Declarant reserves the right to amend this Declaration during the
Development Period for the purpose of removing any portion of the Property from the coverage of this Declaration,
provided such withdrawal is not contrary to the overall, uniform scheme of development for the Property and is not
contrary to the planned residential development requirements of the zoning ordinance in effect for the Property. This
provision includes Declarant's right to deed over property to any governmental entity as required or deemed necessary
in Declarant's discretion. Such amendment shall not require the consent of any Person other than the Owner of the
property to be withdrawn, if same is not Declarant, and the Master Declarant.
Section 2.05 Submission to the Master Declaration.
(a) The Property is subject to the Master Declaration. If there is any conflict between this Declaration
and the Master Declaration, the terms of the Master Declaration will control. For purposes of this paragraph,
restrictions in this Declaration that are greater than the restrictions contained in the Master Declaration will not be
characterized as being in conflict. The Master Association may, but shall not be required to, enforce any covenants
or restrictions in this Declaration applicable to the Property.
(b) Pursuant to the Master Declaration, each Owner is also an Owner under the Master Declaration and
bound by the terms of the Master Declaration.
ARTICLE Ill. THE ASSOCIATION
Section 3.01 The Association. Prior to the date this Declaration has been recorded with the Registry,
Declarant has caused the Association to be formed, and the Association does now exist, under its Articles of
Incorporation and Bylaws.
GI9tL1.114H cXUAW

Section 3.02 Membership. Every Owner is and shall be a Member of the Association. In no event shall
such membership be severed from the Ownership of such Lot.
Section 3.03 Classes of Membership: Voting Rights. The Association shall have two classes of voting
membership: Class A and Class B.
(a) Class A. The Class A Members shall be the Owners, except for those Persons who are Class B
Members. Until such time as the Class A Members shall be entitled to full voting privileges, as hereinafter specified,
the Class A membership shall be a non -voting membership except as to such matters and in such events as are
hereinafter specified.
The Class A Members shall be entitled to full voting privileges on the earlier of the following dates to occur:
(i) the date which the Declarant may designate by notice in writing delivered to the Association, or (ii) the termination
of the Development Period. Until the earliest of these dates occurs, the Class A Members shall be entitled to vote
only on matters for which it is herein specifically provided, or for which it is provided by law, that approval of each
and every class of membership of the Association is required. When entitled to vote, Class A Members shall be
entitled to cast one (1) vote for each Lot in which they hold an interest required for membership.
(b) Class B. Declarant shall be the only Class B Member. Class B membership shall be a full voting
membership and, during its existence, the Class B Members shall be entitled to vote on all matters and in all events.
At such time as the Class A Members shall be entitled to full voting privileges, as provided in paragraph (a) hereof,
the Class B membership shall automatically terminate and cease to exist, and the Class B Member shall be and become
a Class A Member insofar as it may then hold any interest required for membership.
From and after the date at which the Class B membership automatically terminates and ceases to exist, such
membership shall not be renewed or reinstated.
Section 3.04 Suspension of Membership Rights. The membership rights of any Member of the
Association, including the right to vote, may be suspended by the Board of Directors pursuant to the authority granted
in the Bylaws. Any such suspension shall not affect such Member's obligation to pay assessments coming due during
the period of such suspension and shall not affect the permanent charge and lien on the Member's Lot in favor of the
Association.
Section 3.05 Meetings of the Membership. All matters concerning the meetings of Members of the
Association, including the time at which and the manner in which notice of any said meeting shall be given to
Members, the quorum required for the transaction of business at any meeting, and the vote required on any matter,
shall be as specified in this Declaration, or in the Articles of Incorporation or the Bylaws, or by law.
Section 3.06 Association Acts Through Its Board of Directors. Whenever approval of, or action or
inaction by, the Association is referred to or called for in this Declaration, such action, inaction or approval shall be
by the Board of Directors of the Association, unless it is specifically stated in this Declaration, the Articles of
Incorporation or the Bylaws with respect to such action, inaction or approval that the Members of the Association, or
the Owners of Lots, must vote. No member of the Board of Directors of the Association or any officer of the
Association (including, without limitation, any such individual who shall have been elected by a vote of the Class B
Member) shall be personally liable to any owner of any Lot for any mistake of judgment or for any other act or
omission of any nature whatsoever, except for any acts or omissions found by a court of competent jurisdiction to
constitute gross negligence or fraud.
Section 3.07 Professional Management. The Association may, but shall not be obligated to, obtain and
pay for the services of any Person or other entity to manage the affairs of the Association, or any part thereof, as the
Board of Directors deems to be in the best interests of the Association.
NPRALI :1033374.9

ARTICLE IV. IRRIGATION
Section 4.01 Irrigation. The Association shall maintain irrigation systems installed by Developer or the
Association on the Lots within the Property ("Irrigation Systems"). Such maintenance may include annual
winterization, Spring start-up, and repair and replacement of Irrigations Systems equipment and infrastructure. The
Association may set the times at which Irrigation Systems begin irrigating, location of the irrigation, the duration of
such irrigation, and the frequency of irrigation. The Association may prohibit any Owner from adjusting or
supplementing irrigation practices established by the Association and there shall be no modification to the Irrigation
Systems without the prior written approval of the Board, which may be granted or denied in the Board's sole discretion.
All water charges and other expenses relating to the Irrigation Systems shall be a Common Expense. No Owner may
install an irrigation system or supplemental irrigation system without first obtaining the written approval of the Board,
which may be granted or denied in the Board's sole discretion, and if granted, the Owner shall be solely responsible
for the maintenance of the irrigation system it installs, shall be solely responsible for all water or other utility charges
related to such system, shall not be allowed to connect the Owner's system to the Irrigation Systems, and shall comply
with directives of the Association regarding the location of the irrigation, the duration of such irrigation, and the
frequency of irrigation from the Owner's system.
If an Owner installs a fence (such fence must be approved in accordance with Article IX of the Master
Declaration) on their Lot, the Association shall have no responsibility for maintenance of any Irrigation Systems or
portion of Irrigation Systems located inside of such fence. If maintenance is required, the Association may elect either
to disable such portion of the Irrigation Systems or to require the Owner to perform the maintenance using a contractor
designated by the Association.
Section 4.02 Access Easement. The Association, and its successors and assigns, shall at all times have
the right of access over and upon any Lot for the purpose of installation, maintenance and repair of the Irrigation
Systems, and each Lot Owner shall accept title to his or her Lot subject to such right of access.
ARTICLE V. WASTEWATER COLLECTION SYSTEM
Section 5.01 Disposal System. Pursuant to N.C.G.S. 143-215.1 and that certain Operational Agreement
between Declarant and the North Carolina Environmental Management Commission (the "Commission"), the
Declarant has constructed a system of pipes, pumps and related structures that will receive reclaimed wastewater
generated by the Town at one or more municipal wastewater treatment plants and that will dispose of such reclaimed
wastewater by using it to irrigate landscaping within the Property (the "Disposal System"). Accordingly,
notwithstanding anything contained herein to the contrary, the construction and operation of water supply wells within
the Property is prohibited and the Association shall not enter into voluntary dissolution without first having transferred
the Disposal System to some person, corporation, or other entity acceptable to and approved by the Commission as
evidenced by the issuance of a permit.
Section 5.02 Maintenance Obligation. The Disposal System is Common Property and, with the
exception of Federal, State, and local taxes and insurance, shall receive the highest priority for Association
expenditures. The cost to maintain, repair, and/or replace the Disposal System is an Annual Expense. To ensure that
funds are readily available for the routine operation and maintenance of the Disposal System the Association shall
create a fund (the "Disposal System Fund") which shall be kept in a separate account from all other Association funds
and shall be a part of the yearly budget. In the event the Annual Expenses and Disposal System Fund are not adequate
for the construction, repair, and maintenance of the Disposal System, the Association shall levy a special assessment
to cover the necessary costs. Notwithstanding anything to the contrary in this Declaration, there is no limitation on
the amount of such a special assessment or when it may be levied.
Section 5.03 Access Easement. The Association, the Commission, and their respective successors and
assigns, shall at all times have the right of access over and upon any Lot and Common Property for the purpose of
installation, maintenance and repair of the Disposal System, and each Lot Owner shall accept title to his or her Lot
subject to such right of access.
NPRALI: 1033374.9

ARTICLE VI. ASSESSMENTS
Section 6.01 Creation of Lien and Personal Obligation. Each Owner, by acceptance of a deed or other
conveyance for a Lot, covenants and agrees to pay to the Association all assessments and charges which are levied by
the Association against the Lot(s) owned by such person in accordance with the terms and provisions of this
Declaration.
All sums lawfully assessed by the Association against any Lot and the Owner thereof, together with interest
thereon, late charges, and the costs of collection thereof, shall, from the time the sums become due and payable, be
the personal obligation of the Owner of such Lot and constitute a continuing lien in favor of the Association on such
Lot prior and superior to all other liens whatsoever except: (1) liens for ad valorem taxes on the Lot; (2) the lien of
any first priority mortgage covering the Lot and the lien of any mortgage recorded prior to the recording of this
Declaration; and (3) the lien of any secondary purchase money Mortgage covering the Lot, provided that neither the
grantee nor any affiliate or successor grantee of such Mortgage is the seller of the Lot. The covenant to pay
assessments herein stated is and shall be a covenant running with land.
Section 6.02 Purposes of Assessments. The assessments levied by the Association pursuant to this
Article VI shall be used to pay amounts due from the Association or its Members for the costs and expenses which
the Association shall incur in connection with the performance of its duties and responsibilities pursuant to the Act,
this Declaration, the Articles of Incorporation and the Bylaws, specifically including, but not limited to those costs
associated with the Disposal System and the Disposal System Fund as described in Article V herein (such costs and
expenses being herein referred to as the "Annual Expenses"). Without limiting the generality of the foregoing, the
Annual Expenses shall include the costs of: payment of all costs and expenses incurred by the Association in
connection with the irrigation; payment of the premiums for all insurance, fidelity and other bonds which shall be
obtained by the Association; the payment of the fees of such management firms as the Board of Directors shall employ;
payment of fees for the provision of such professional services as the Board of Directors shall determine to be required
by the Association, including but not limited to legal, and accounting services; and such other purposes as the Board
of Directors shall deem necessary or desirable to promote the health, safety and welfare of the Association and its
Members.
Section 6.03 Determination of Annual Assessment and Shares Thereof. Prior to the commencement of
each fiscal year of the Association (said fiscal year being specified in the Bylaws) or at any time it deems best, the
Board of Directors shall estimate the total amount of the Annual Expenses which are anticipated to be incurred by the
Association during such fiscal year and shall determine the amount which will be deposited during such fiscal year
into reserve funds maintained by the Association. The Board of Directors shall thereupon adopt a budget for the
Association's expenditures and reserves based upon such estimate and providing for the total annual assessment to be
levied against the Members of the Association for such fiscal year (the total assessment which shall be so determined
and levied for any fiscal year is herein referred to as the "Annual Assessment"). The Master Declarant and the Master
Association shall have the right to review each budget. If North Carolina law requires that the Owners approve the
budget, the budget shall be approved by the Owners in the manner and through the procedures specified by North
Carolina law and as specified in the Bylaws.
The assessments provided for herein shall commence as to a Lot on the date that Declarant transfers the Lot.
Each Owner shall pay a portion of the Annual Assessment that will be calculated by multiplying the total Annual
Assessment by a fraction, the denominator will be the number of Lots and the numerator will be the number of Lots
that Owner owns. The result may be adjusted by the Board of Directors by up to One Hundred Dollars ($100) for the
purpose of creating whole dollar amounts for payments, equal periodic payments and avoiding losses due to rounding.
The Board of Directors shall send a copy of the budget adopted as provided above, together with a written notice of
the amount of the Annual Assessment so determined for such fiscal year and the amount of such Annual Assessment
which shall be levied against each Lot, to the Owner of every Lot, prior to the commencement of the fiscal year during
which such Annual Assessment is to be paid. The amount of such Annual Assessment which shall be levied against
each Lot shall be due and payable to the Association in a single installment or in such multiple installments as the
Board of Directors shall determine and shall be paid to the Association when due without firrther notice.
Section 6.04 Special Assessments. If for any reason, including non-payment of any assessments to the
Association by the persons liable therefore, the budget adopted by the Board of Directors for any fiscal year proves to
NPRALI: 1033374.9

be inadequate to defray the Annual Expenses for such fiscal year, or if the Board of Directors determines that it is in
the best interests of the Association to levy a special assessment to pay the costs of any capital improvements or capital
repairs, the Board of Directors shall have the authority to levy a special assessment against the Lots and the Owners
thereof to raise such needed funds. Any special assessment levied by the Board of Directors pursuant to the provisions
of this section shall be payable at such times and such installments as the Board of Directors shall determine. Each
Improved Lot shall be liable for the payment of an equal share of every special assessment which shall be levied by
the Association pursuant to the provisions of this section.
Section 6.05 Specific Assessments. The Board of Directors may levy specific assessments against
individual Owners (i) for the purpose of paying for the costs of any construction, reconstruction, repair or replacement
of anything maintained by the Association or fines imposed on the Association, which is occasioned by the act(s) of
individual Owner(s), their family, pets or their invitees, and not the result of ordinary wear and tear, (ii) for the payment
of fines, penalties or other charges imposed against an individual Owner relative to such Owner's failure to comply
with the terms and provisions of this Declaration, the Bylaws, or any rules or regulations promulgated hereunder, or
(iii) for any common expenses which benefit less than all of the Lots or which significantly disproportionately benefit
specific Lots (which expenses may be specially assessed equitably among all of the Lots which are benefited according
to the benefit received); provided that in no event shall Declarant be obligated to pay any specific assessment. Failure
of the Board of Directors to exercise its authority under this section shall not be grounds for any action against the
Association or the Board of Directors and shall not constitute a waiver of the Board of Directors' right to exercise its
authority under this section in the future with respect to any expenses.
Upon the establishment of a specific assessment under this section, the Board of Directors shall send written
notice of the amount and due date of such specific assessment to the affected Owner(s) at least thirty (30) days prior
to the date such specific assessment is due.
Section 6.06 Special Assessment for Working Capital. Upon the first transfer of title of an Improved
Lot, there shall be levied against such Improved Lot and paid to the Association a special assessment against such
Improved Lot as set from time to time by Declarant or the Board of Directors of the Association. Such amount shall
be not less than Three Thousand Dollars ($3,000.00). The Association shall use all special assessment payments for
working capital or to establish a working capital reserve fund. Declarant or Board of Directors shall endeavor to
collect such special assessment at the closing of the purchase of the Improved Lot, however the failure to collect such
special assessment at that time shall not excuse the obligation to make such payment.
Section 6.07 Effect of Non -Payment of Assessments; Remedies of the Association.
(a) If any Member of the Association fails to pay, within ten (10) days after the date the same is due
and payable, any annual, special, or specific assessment, or any installment of any such assessments which is payable
by him to the Association, the entire amount of such assessment, including the portion thereof which would otherwise
be payable in installments, may be declared by the Board of Directors to be immediately due and payable in full to
the Association. All such amounts so declared by the Board of Directors to be due and payable in full to the
Association shall be secured by the lien of the Association on every Lot owned by the delinquent Member, which lien
shall bind such Lot or Lots in the hands of the delinquent Member, and his heirs, devisees, successors and assigns. In
addition to the lien rights, the personal obligation of the delinquent Member to pay such assessments shall remain his
personal obligation and shall also pass to his successors in title. Such Owner shall nevertheless remain as filly
obligated as before to pay to the Association any and all amounts which said Owner was obligated to pay immediately
preceding the transfer; and such Owner and such successors in title shall be jointly and severally liable with respect
thereto, notwithstanding any agreement between such Owner and successors in title creating any indemnification of
the Owner or any relationship of principal and surety as between themselves.
(b) All amounts which the Board of Directors shall declare to be due and payable pursuant to this section
shall bear interest from the date of delinquency at the lower of the rate of eighteen (18%) percent per annum or the
highest rate permitted by law and will be subject to a late charge in an amount to be set by the Board of Directors from
time to time, provided that such amount must not exceed the maximum amount allowed by North Carolina law. The
Association may bring legal action against the Member of the Association personally obligated to pay the same, or
foreclose its lien upon the Lot or Lots of such Member. Each delinquent Member shall be liable to the Association
NPRALI :1033374.9

for all costs and attorneys' fees which the Association shall incur in connection with the collection of such delinquent
amounts.
Section 6.08 Budget Deficits During Declarant Control Period. Declarant may advance funds to the
Association sufficient to satisfy the deficit, if any, in any fiscal year between the actual operating expenses of the
Association (exclusive of any allocation for capital reserves) and the annual and special assessments for such fiscal
year. Such advances shall be evidenced by promissory notes from the Association in favor of Declarant and shall be
paid back to Declarant if and to the extent that sufficient funds are generated by assessments in future years until such
time as Declarant no longer has the authority to appoint the directors and officers of the Association.
Section 6.09 Failure to Assess. The failure of the Board of Directors to fix the assessment amounts or
to deliver to each Owner the assessment notice shall not be deemed a waiver, modification or release of any Owner
of the obligation to pay assessments. In such event, each Owner shall continue to pay assessments on the same basis
as for the last year for which an assessment was made until a new assessment is made, at which time any shortfalls in
collections may be assessed retroactively by the Association.
ARTICLE VII. MORTGAGEE PROVISIONS
Section 7.01 Notice of Action. An institutional holder, insurer, or guarantor of a Mortgage, who
provides a written request to the Association (such request to state the name and address of such holder, insurer, or
guarantor and the Lot number, therefore becoming an "Eligible Holder"), shall be entitled to timely written notice of:
(a) any condemnation loss or any casualty loss which affects a material portion of the Property or which affects any
Lot on which there is a Mortgage held, insured, or guaranteed by such Eligible Holder; (b) any delinquency in the
payment of assessments or charges owed by an Owner of a Lot subject to the Mortgage of such eligible holder where
such delinquency has continued for a period of sixty (60) days; provided, however, notwithstanding this provision,
any holder of a Mortgage, upon request, is entitled to written notice from the Association of any default in the
performance by the Owner of the encumbered Lot of any obligation under the Declaration or Bylaws of the
Association which is not cured within sixty (60) days; (c) any lapse, cancellation, or material modification of any
insurance policy maintained by the Association; (d) any proposed action which would require the consent of a
specified percentage of Eligible Holders.
Section 7.02 Audit. Upon written request of any institutional holder of a Mortgage and upon payment
of all necessary costs, such holder shall be entitled to receive a copy of final financial statements of the Association
within ninety (90) days of the date of the request.
Section 7.03 Failure of Mortgagee to Respond. Any Mortgagee who receives a written request from
the Board to respond to or consent to any action shall be deemed to have approved such action if the Association does
not receive a written response from the Mortgagee within thirty (30) days of the date of the Association's request,
provided such request is delivered to the Mortgagee by certified or registered mail, return receipt requested.
Section 7.04 Requirements. So long as required by the Federal Home Loan Mortgage Corporation,
unless at least sixty-seven percent (67%) of the Mortgagees or at least sixty-seven percent (67%) of the total
Association vote entitled to be cast thereon consent, the Association shall not:
Change the method of determining the obligations, assessments, dues or other charges which may be levied
against an Owner of a Lot (a decision, including contracts, by the Board or contained in a subsequent declaration shall
not be subject to this provision where such decision or subsequent declaration is otherwise authorized by this
Declaration);
By act or omission change, waive or abandon any scheme of regulations or enforcement thereof pertaining
to the architectural design or the exterior appearance and maintenance of Lots (the issuance and amendment of
architectural standards, procedures, rules and regulations, or use restrictions shall not constitute a change, waiver, or
abandonment within the meaning of this provision); or
Fail to maintain insurance, as required by this Declaration.
NPRAL1:10333749

Section 7.05 Notice to Association. Upon request, each Owner shall be obligated to furnish to the
Association the name and address of the holder of any Mortgage encumbering such Owner's Lot.
Section 7.06 Amendment by Board. Should the Federal National Mortgage Association or the Federal
Home Loan Mortgage Corporation subsequently delete any of their respective requirements which necessitate the
provisions of this Article or make any such requirements less stringent, the Board, without approval of the Owners,
may cause an amendment to this Article to be recorded to reflect such changes.
Section 7.07 Subordination of the Lien to Morteaees. The liens provided for herein shall be subordinate
to the lien of any Mortgage on a Lot. The sale or transfer of any Lot shall not affect any assessment lien; however,
the sale or transfer of a Lot pursuant to foreclosure of a Mortgage, shall extinguish the lien of any assessments which
became due prior to the date of conveyance pursuant to such foreclosure. No such sale or transfer shall relieve such
Lot from liability for any assessments thereafter becoming due or from the lien thereof, but the liens provided for
herein shall continue to be subordinate to the lien of any Mortgage.
ARTICLE VIIL EASEMENTS
Section 8.01 Drainage Easements. There is hereby created a blanket easement for drainage of surface
water on, over and across each Lot. An Owner shall not at any time hereafter fill, block or obstruct any drainage
improvements on his Lot and each Owner shall repair and maintain all drainage improvements located on his Lot. No
structure of any kind shall be constructed and no vegetation shall be planted or allowed to grow within the drainage
improvements which may impede the flow of surface water or which may materially increase the flow of surface water
onto another Lot. All drainage areas and improvements shall be maintained by the Owner of the Lots on which such
areas and improvements are located.
Section 8.02 Declarant's Easement. Declarant hereby reserves for itself (or its designated agents and
contractors) easements over the Lots, the Common Property, the Irrigation Systems and the Disposal System for: (a)
the performance of warranty work or other corrective action elected to be performed by Declarant in its sole discretion;
and (b) the installation and maintenance of electric, telephone cable, communications, water, gas, drainage and
sanitary sewer or similar or other lines, pipes or facilities as shown on the recorded Plat or as may hereafter be required
or needed to service any Lot, the Common Property, the Irrigation Systems or the Disposal System (provided,
however, no utility other than a connection line to a Residential Unit served by the utility shall be installed in any area
upon which a Residential Unit has been or may legally be constructed on the Lot), together with the right to grant and
transfer same and also together with such temporary construction easement(s) as may be necessary or desirable to
accomplish same.
Section 8.03 Easements to Facilitate Development. Declarant hereby reserves to itself and its
successors and assigns the right to: (a) use any Lots owned or leased by such party, or any other Lot with written
consent of the Owner thereof, any portion of the Common Property as models, management offices, sales offices, a
visitors' center, construction, construction offices, customer service offices or sales office parking areas; and (b) install
and maintain on the Common Property, any Lot owned or leased by such party, or any other Lot with the consent of
the Owner thereof, such marketing, promotional or other signs which the Declarant deems necessary for the
development, sale or lease of the Property.
Section 8.04 Dedications and Easements Required by Governmental Authorities. Declarant hereby
reserves to itself and its successors and assigns the right to make any declarations and to grant any easements, rights -
of -way and licenses required by any government or governmental agency over and through all or any portion of the
Common Property.
Section 8.05 Easements for Maintenance and Enforcement. The Association and its directors, officers,
agents, contractors and employees, and any other persons and entities authorized by the Board are hereby granted the
right of access over and through any Lots (excluding the interior of any Residential Unit), for (i) the exercise and
discharge of their respective powers and responsibilities under the Declaration and Bylaws; (ii) correcting any
condition originating in a Lot or in the Common Property threatening another Lot or the Common Property; (iii)
performing installations or maintenance of utilities, landscaping or other improvements located on the Lots for which
NPRAI-1:1033374.9

the Association is responsible for maintenance; or (iv) correcting any condition which violates the Declaration or
Bylaws.
ARTICLE IX. INSURANCE
Section 9.01 Association Insurance. The Association shall obtain and maintain commercial general
liability insurance of at least One Million ($1,000,000.00) Dollars, and, if reasonably available, directors' and officers'
liability insurance. Policies may contain a reasonable deductible as determined by the Board of Directors. In addition,
the Board of Directors shall obtain worker's compensation insurance, if and to the extent necessary to satisfy the
requirements of applicable laws, and a fidelity bond or bonds on all persons handling or responsible for the
Association's funds, if reasonably available. If obtained, the amount of fidelity coverage shall at least equal three
months' total assessments plus reserves on hand. Fidelity coverage shall contain a waiver of all defenses based upon
the exclusion of persons serving without compensation. All such insurance coverage shall be written in the name of
the Association.
Section 9.02 Additional Insurance Requirements. The Board of Directors shall utilize reasonable
efforts to include a waiver of the insurer's rights of subrogation of any claims against directors, officers, the managing
agent, the individual Owners, occupants, and their respective household members in the policies that the Association
obtains.
All policies of insurance shall be written with a company licensed to do business in the State of North
Carolina. Exclusive authority to adjust losses under policies obtained by the Association shall be vested in the
Association's Board of Directors; provided, however, no Mortgagee having an interest in such losses may be
prohibited from participating in the settlement negotiations, if any, related thereto.
Additionally, the Association shall obtain such insurance coverage as is necessary to satisfy the requirements
of the Federal Home Loan Mortgage Corporation, the Federal National Mortgage Association, the U.S. Department
of Veterans Affairs, and the U.S. Department of Housing and Urban Development, if and to the extent applicable to
the Property.
Nothing contained herein requires the Association to make a claim under the insurance policies upon the
occurrence of an insured event. The Association has the right to exercise reasonable business judgment in all insurance
decisions.
ARTICLE X. RULES AND REGULATIONS
The Board of Directors shall have the authority to adopt additional rules and regulations governing the use
of the Property and Lots and shall furnish a written copy of said rules and regulations to the Owner(s) of each Lot at
least fifteen (15) days before such rules and regulations become effective.
In addition to any other rights and remedies that the Association may have under this Declaration, the
Association may impose sanctions for violations of this Declaration, the Bylaws of the Association, the rules and
regulations adopted by the Association, or other restrictions applicable to the Properties, in accordance with procedures
set forth in the Bylaws, which sanctions may include, but are not limited to, reasonable monetary fines, which fines
shall be deemed a special assessment and a lien upon the Lot of the violator, and suspension of the right to vote and
the right to use any recreational facilities; provided, however, that the Association may not suspend such Owner's
right of access to or any utilities servicing his Lot.
In addition, pursuant to procedures provided in the Bylaws, the Association may exercise self-help to cure
violations provided, however, that the Association may not suspend such Owner's right of access to or any utilities
servicing his Lot.
The Association shall have the right and easement to go upon any Lot for the purpose of exercising its rights
hereunder. Any entry onto any Lot for purposes of exercising this power of self-help shall not be deemed as trespass.
All remedies set forth in this Declaration and the Bylaws shall be cumulative of any remedies available at law or in
NPRALI: 1033374.9

equity. In any action to enforce its rights and remedies, the party prevailing in such action shall be entitled to recover
all costs, including, without limitation, attorneys' fees and court costs, reasonably incurred by such action.
Declarant shall have the right to similarly enforce the restrictions contained in the Master Declaration.
ARTICLE Xl. AMENDMENT
Until the termination of the Development Period, the Declaration may be amended only by Declarant, who,
subject to the approval of the Master Declarant, may unilaterally amend this Declaration for any purpose. Thereafter,
Declarant or the Board of Directors may unilaterally amend this Declaration if such amendment is necessary to: (a)
bring any provision hereof into compliance with any applicable governmental statute, rules or regulation or judicial
determination which shall be in conflict therewith, (b) enable any reputable title insurance company to issue title
insurance coverage with respect to the Lots, (c) enable an institutional or governmental lender, purchaser, insurer or
guarantor of mortgage loans (such as the Federal National Mortgage Association or Federal Home Loan Mortgage
Corporation) to make, purchase, insure or guarantee mortgage loans on the Lots, (d) an amendment is necessary to
enable any governmental agency or private insurance company, including but not limited to the U.S. Department of
Housing and Urban Development and the U.S. Department of Veterans Affairs, to insure or guarantee mortgage loans
on the Lots. However, any such amendment shall not adversely affect the title to any Owner's Lot unless such Lot
Owner shall consent thereto in writing, or (e) an amendment related to the merger of the Association into the Master
Association or some other owner's association. Notwithstanding the foregoing, no amendment (a) through (e) shall
amend the provisions with respect to the Master Declaration, the Master Association or the Master Declarant. After
the termination of the Development Period, except for items (a) through (e) above, this Declaration may be amended
only upon the affirmative vote or written consent, or any combination thereof, of 2/3 of the Lot Owners and consent
of the Master Declarant.
Any amendment shall become effective upon the recording with the Registry of the instrument evidencing
such change unless a later effective date is specified therein. If an Owner consents to an amendment to this Declaration
or the Bylaws, it will be conclusively presumed that such Owner has the authority to consent, and no contrary provision
in any Mortgage or contract between the Owner and a third party will affect the validity of such amendment. Any
procedural challenge to an amendment must be made within six months of the recording of the amendment or such
amendment shall be presumed to have been validly adopted.
Every Owner, by taking record title to a Lot, and each Mortgagee, by acceptance of such Mortgage, hereby
agrees that the terms, provisions, covenants and restrictions of this Declaration may be amended as provided herein.
ARTICLE XII. MISCELLANEOUS
Section 12.01 Failure of Enforcement. If the Association fails to enforce the compliance with any of the
provisions of this Declaration by the Owner of any Lot, then the Owner of any other Lot shall have the right to file an
action in the Superior Court of the county where the Property is located for an order from such court requiring that the
Association enforce such compliance; provided, however, in no event shall the Board of Directors, or any officer of
the Association, or any of their agents, be personally liable to anyone on account of their failure to enforce any of the
terms, provisions or restrictions set forth in this Declaration.
Section 12.02 No Waivers. In no event shall the failure by the Association to insist in any one or more
cases upon the strict performance of any of the terms, covenants, conditions, provisions or agreements set forth in this
Declaration be construed as a waiver or relinquishment of the future enforcement of any such term, covenant,
condition, provision, or agreement. The acceptance of performance of anything required to be performed with
knowledge of the breach of a term, covenant, condition, provision or agreement shall not be deemed a waiver of such
breach, and no waiver by the Association of any term, covenant, condition, provision or agreement shall be deemed
to have been made unless expressed in writing and signed by a duly authorized officer of the Association.
Section 12.03 Duration. This Declaration, and all of the terms, easements, provisions, liens, charges,
restrictions and covenants set forth herein, shall run with the land and shall be binding on all parties and all persons
claiming under them for a period of twenty (20) years from and after the date this Declaration is recorded, after which
NPRAL1:1033374.9

time such covenants and restrictions shall be automatically extended for successive periods of twenty (20) years until
the recordation of an instrument of termination within two (2) years of the expiration of the initial twenty-year period
or any extension thereof, such instrument having been executed by a minimum of sixty-six percent (66%) of the record
Owners of the Lots.
Section 12.04 Notices. Any notice required or permitted to be sent to any member of the Association
pursuant to any provision of this Declaration may be served by depositing such notice in the mail, postage prepaid,
addressed to the member or Owner to whom it is intended, at the address which such member shall have furnished to
the Secretary of the Association in accordance with the Bylaws, or, in the absence of any such address having been so
famished to the Secretary of the Association, at the address of the Lot owned by such member. The date of service
shall be the date of mailing. The address of Declarant or the Association shall be the address of its respective registered
agent on file with the Secretary of State of North Carolina. The date of service shall be the date shown on the return
receipt. Rejection or other refusal to accept shall be deemed to be receipt of the notice sent.
Section 12.05 Severability. Whenever possible, each provision of this Declaration shall be interpreted
in such manner as to be effective and valid, but if any provision of this Declaration or the application thereof to any
person or to any property shall be prohibited or held invalid, such prohibition or invalidity shall not affect any other
provision or the application of any provision which can be given effect without the invalid provision or application,
and to this end the provisions of this Declaration are declared to be severable.
Section 12.06 Judicial Proceedings. Enforcement of these covenants and restrictions shall be by any
proceeding at law or in equity against any Person or Persons violating or attempting to violate any covenant or
restriction, either to restrain violation or to recover damages, and against the Lots, to enforce any liens created by this
Declaration. No judicial or administrative proceeding shall be commenced or prosecuted by the Association unless
approved by at least seventy-five percent (75%) of the Lot Owners which approval must be accompanied by the
approval of a reasonable litigation budget and the approval of a Special Assessment in an amount equal to the litigation
budget to be levied equally among the Lots and collected before commencement of any action. This section shall not
apply, however, to (a) actions brought by the Association to enforce the provisions of this Declaration (including the
foreclosure of liens); (b) the collections of assessments; (c) proceeding involving challenges to ad valorem taxation;
or (d) counterclaims brought by the Association in proceedings instituted against it. This section shall not be amended
unless such amendment is approved by the percentage of votes, and pursuant to the same procedures, necessary to
institute proceedings as provided above.
Section 12.07 Successors to Declarant. In no event shall any person or other entity succeeding to the
interest of Declarant by operation of law or through purchase of Declaram's interest in all or any portion of the Property
at foreclosure, sale under power or by deed in lieu of foreclosure, be liable for any act, omission or matter occurring,
or arising from any act, omission or matter occurring, prior to the date such successor succeeded to the interest of
Declarant.
Section 12.08 Right to Approve Additional Covenants. No Person shall record any amendment to this
Declaration or any declaration of covenants, conditions and restrictions, declaration of condominium, or similar
instrument affecting any portion of the Property, during the Development Period, without Declarant's and the Master
Declarant's written consent, and thereafter without consent of the Association and the Master Declarant. Any
attempted recordation without such consent shall result in such instrument being void and of no force and effect unless
subsequently approved by written consent signed and recorded by Declarant and Master Declarant.
IN WITNESS WHEREOF, Declarant has caused this Declaration to be executed by its duly
authorized officers on the day and year set forth below.
DECLARANT
Meritage Homes of the Carolinas, Inc.
An Arizona corporation
NPRALI: 1033374.9

By:
Name:
Its:
Date: 12018
STATE OF
CK011PY11 631
I certify that the following person personally appeared before me this day, acknowledging to me that he or
she voluntarily signed the foregoing document for the purpose stated therein and in the capacity indicated:
Witness my hand and official seal, this the day of 2018.
Printed Name:
My commission expires:
[SEAL]
NPRAL1:1033374.9

CONSENT AND JOINDER
SM Raleigh, LLC, a North Carolina limited liability company (hereinafter "Owner") is the owner of a portion
of those tracts or parcels of land described in Exhibit A to this Declaration of Covenants, Restrictions and Easements
for Twelve Oaks Phase 9 (the "Property").
The Owner, acting not as Declarant, but in its capacity as the Owner of a portion of the Property, hereby
consents to the encumbrance of the Property with the above -referenced Declaration of Covenants, Restrictions and
Easements for Twelve Oaks Phase 9 (the "Declaration") and agrees that the Property shall be subject to and is hereby
subjected to the provisions of such Declaration and any and all amendments recorded thereto.
IN WITNESS WHEREOF, Owner has caused this instrument to be executed under seal by its duly authorized
representative on this day of , 2018.
SM Raleigh, LLC
Name:
STATE OF
COUNTY OF
I certify that personally appeared before me this day, acknowledging to me that
she/he is the of SM Raleigh, LLC and that she/he voluntarily signed the foregoing document for
the purpose stated therein and in the capacity indicated.
Witness my hand and official seal, this the day of 2018.
Notary Public
My commission expires:
(Official Seal)
NPRAL I: 1033374.9

CONSENT OF MASTER DECLARANT
Pursuant to the Master Declaration, WSLD Twelve Oaks VI, L.L.C., a Delaware limited liability company,
which is the Declarant under the Master Declaration, approves the Declaration and recordation hereof as evidenced
by its signature below. This consent does not constitute a subordination of the Master Declaration or a waiver of any
provision of the Master Declaration.
WSLD Twelve Oaks Vl, LLC
A Delaware limited liability company
By: WSLD NC/SC Portfolio Investors VI, L.L.C.,
a Delaware limited liability company,
its Managing Member
By: Walton Landeavor Holdings VI, L.L.C.,
a Delaware limited liability company, its Managing Member
By: Landeavor Administrator VI, LLC,
a Delaware limited liability company, Administrative Member
am
Name:
Title:
STATE OF
COUNTY OF
I certify that the following person personally appeared before me this day, acknowledging to me that he or
she voluntarily signed the foregoing document for the purpose stated therein and in the capacity indicated:
Witness my hand and official seal, this the day of 2018.
Printed Name:
My commission expires:
[SEAL]
NPRAL 1: 1033374.9

EXHIBIT "A"
Legal Description
BEING all of Tract 1, containing approximately 48.193 acres, Tract 2, containing approximately 58.756
acres, and Tract 3, containing approximately 22.940 acres, as shown on a plat entitled "Exempt Subdivision Map
Tracts 1-3 H&B Stephenson Family, LLC," prepared by Robinson & Plante, P.C., and recorded in Book of Maps
2017, Pages 1277 and 1278, Wake County Registry.
NPRALI:1033374.9

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8KO16829PGO0563 , WAKE COUNTY, NC
AeIV REGISTER OF DEEDS
PRESENTED & RECORDED ON
06-29-2017 AT 08:32:69
STATE OF NC REAL ESTATE
EXCISE TAX: $8,105.00
BOOK: 016629 PAGE: 00563 - 00572
Excise Tax $8,105.00 1 Recording Time, Book and Page
Tar Lot No.: Parcel Identifier No. OUT OF 0067468
Vcrified by County on the day of 20
by
All ofTract 2, BM 2017, Pages '71 .I 1" . Wake County Registry.
NORTH CAROLINA SPECIAL WARRANTY DEED
THIS DEED made this 27" day of June, 2017, by and behveen;
GRANTOR I GRANTEE
A North Carolina limited liability company
(23.33 and 15%interest)
I10 Mackenan Dr., Cary, NC 27511
Emily P. Stephenson, unmarried (23.33 and 1/3%interest)
1210 Willowbrook Dr., Cary, NC 27511
Thomas C. Stephenson, marred (23.33 and V3% interest)
216 Queensferry Rd., Cary, NC 27511
R. Michael Stephenson, married (10% interest)
102 Prince Rd., Greenville, NC 27858
Robert E. Stephenson, Jr., Trustee under the Robert Earl
Stephenson Revocable Declaration of Trust
dated January 28, 2009 (20% interest)
Robert E. Stephenson, Jr,
Executor of the Estate of Robert Earl Stephenson
Wake County File 2016 E 002706
HERITAGE HOMES OF THE
CAROLINAS, INC.,
An Arizona corporation
8800 E. Raintree, Suite 300
Scottsdale, AZ 85260
Enler'm approptlale bloc IorearL parry; name, address, eld.lf approptlale, drara<ter al enY1y, a g. coryamlian or pannershlp.
Special Warranty Deed
Nun, I -"as",
submitted electronically by "Nersen Pruet, LLC'
in compliance with North Carolina statutes governing recordable documents
and the terms of the submitter agreement with the wakecounty Register of Deeds.

BK016829PG00564
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors and assigns, and shall include singular, plural, masculine, feminine or neuter as required
by context.
The executor of the Estate of Robert E. Stephenson, deceased, signs this deed solely and
exclusively to comply with N.C. Gen. Slat. 28A-17-12(a)(2) and makes no warranty, express or
implied, to title to the Property.
V,ITNESSETH, that Grantor, for a valuable consideration paid by Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey, that certain
real property described on Exhibit "A" attached hereto and incorporated herein by this reference
(the'Property").
The Property is conveyed SUBJECT TO the exceptions described on Exhibit B hereto and
incorporated herein by this reference (the "Exceptions").
TO HAVE AND TO HOLD, subject to the Exceptions, the Property and all privileges and
appurtenances thereto belonging to Grantee in fee simple.
Subject to the Exceptions, Grantor covenants with Grantee, that Grantor will warrant and defend
the title against the lawful claims of all persons claiming by, under or through Grantor, and none
other.
(Signature Page Follows]
Span waronq rkm
NPRAM 868853 2

BK016829PG00565
IN WITNESS WHEREOF, Grantor executed this deed as of the day and year fast above
written.
H&B Stephenson Family, LLC,
a North Carolina limited liability company
By:2i�
Name:
Title: s
STATE OF NORTH CAROLINA
COUNTY OF WQYe
I cedify that the following personally appeared before me this day, acknowledging to me that he
voluntarily �gned the foregoing document for the urpose stated therein and in the capacity
indicated: V.IenfIV; Cr _l g0�f19Q( 1, a of H&B Stephenson
Family, LLC.
Witness my hand and official seal, this the L14 day of June, 2017.
(Official Seal)
V�d�Ac a Loa-
Nolaty Public
My commission expires
PxStINE Q
f �O7q
m
f
'�F AVBLIO ?�
CwO�NCY ,
NPRN.186A8531
SF�N Wartanty Deed

8KO16829PGO0566
Emily P. Stephenso
STATE OF NORTH CAROLINA
COUNTY OF Au.4<rJ
I certify that the following personally appeared before me this day, acknowledging to me that he
voluntarily signed the foregoing document for the purpose stated therein and in the capacity
indicated: Emily P. Stephenson.
Witness my hand and official seal, this the Q P� day oflune, 2017.
(Official Seal
Notary Public
My commission expires:
NORMA J. GILUION
rtotary P
Carlaetcou .mac
My cwmWb ExW IA I
emxnu:ssasss.t
Spcaalwmmtynccd

BK016829PG00567
Thomas C. Stephenson
STATE OF NO CAROLWA
COUNTYOF 0
I certify that the following personally appeared before me this day, acknowledging to me that he
voluntarily signed the foregoing document for the purpose stated therein and in the capacity
indicated: Thomas C. Stephenson.
Witness my hand and official seal, this the }L�_f_ day of June, 2017. SgSINE O
(Official Seal) �P �O7q� 4.
F snm
AVA,- O /I Lltae
Notaly Public
My commission expires: _.3.�3./e� 9�(D AVBLIG i1U
COUNp'fY,,,t
By execution of this deed, Linda B. Stephenson does hereby waive any and all common law or
statutory marital interest she may have in this property, including but not limited to any interest
arising under North Carolina General Statute Section 29-30.
m�
inda B. Stephen n
STATE OF NO T[2AyHk AROLINA
COUNTY OF 1
I certify that the following personally appeared before me this day, acknowledging to me that he
voluntarily signed the foregoing document for the purpose stated therein and in the capacity
indicated: Linda B. Stephenson.
Witness my hand and official seal, this the 914 day of June, 2017.CiNE(Offi/ccial Seal)
4.,,4�lA(�
//11
eD IQNot
Public
My commission expires:NT'�,;rF
NRRN l 868353.1
SFeciel Wa Ly Deed

1:13•S[d:ylil tt'•:
/ & i
R. Mic ael Stephenson
STATE OF OLINA
COUNTYPe
COUNTY OF
I certify that the following personally appeared before me this day, acknowledging to me that he
voluntarily signed the foregoing document for the purpose stated therein and in the capacity
indicated:R. Michael Stephenson.
Witness my hand and official seal, this the day of June, 2017.
(Official Seal)LY% rrvnmpr `exNUutRprq*
QS
/�A
Notary'Publiz to
q>�s �o...,� :u�i �'1'9� 90•
My commission expires: lri8-C?6M) 2w tea`, p a?
prrCOUlrfl1;0
By execution of this deed, Cheryl Stephenson does hereby an, any and all common law or
statutory marital interest she may have in this property, including but not limited to any interest
arising under North Carolina General Statute Section 29-30.
V `N` 2�
Cheryl Stephenson
STATE OF NORTH CAROLINA
COUNTY OF Plfl'
I certify that the following personally appeared before me this day, acknowledging to me that he
voluntarily signed the foregoing document for the purpose stated therein and in the capacity
indicated: Cheryl Stephenson.
Witness my hand and official seal, this the c . day of June, 2017.
(Official Seal)
Notary blic b Npf- m:
Mycommission expires: LN -dw,91) 39 ye
n<rC
.� OGMY
`1
ap
1411000 `
NPRALI:668853.r
Special W.,uny Deed

BKO16829PGO0569
Robert E. Stephenson Jr. As Slecasor Trustee
of the Robert Earl Stephenson Revocable Declaration of Trust
dated January 28, 2009
STATE OF NORTH CAROLINA
COUNTY OF 1IA AP—
I certify that the following personally appeared before me this day, acknowledging to me that he
voluntarily signed the foregoing document for the purpose stated therein and in the capacity
indicated: Robert E. Stephenson, Jr. As Successor Trustee of the Robert Earl Stephenson
Revocable Declaration of Trust dazed January 28, 2009.
Witness my hand and official seal, this the �� day of June, 2017.
(Official Seal)
1�A7j;h.t4 0 ta4e
Notgry Public
My commission expires:
WRALr.B69953.
Sp dal wvreaty Deed

SK016829PG00570
ee ���
Robert E. Stephenson, Jr.
Executor of the Estate of Robert Earl Stephenson
Wake County File 2016 E 002706
STATE OF NORTH CAROLINA
COUNTY OF �A 101 K P.
I certify that the following personally appeared before me this day, acknowledging to me that he
voluntarily signed the foregoing document for the purpose stated therein and in the capacity
indicated: Robert E. Stephenson, Jr., Executor of the Estate of Robert Earl Stephenson.
jl }h
Witness my hand and official seal, this the 1,W da of at !r//
(Offic' Seal)Seal) p �// Y`GOL 6tFG
NICOlf
NotaryPublic Nlcolt 1G4E = a c
My commission expires: 4-214-21 bg LIO
saamwy. "gem

BKO16829PGO0571
EXHIBIT "A" TO SPECIAL WARRANTY DEED
Legal Descri to ion
BEING all of Tract 2, containing approximately 58.756 acres, as shown on a plat entitled "Exempt
Subdivision Map Tracts 1.3 H&B Stephenson Family, LLC," prepared by Robinson & Plante, P.C.,
and recorded in Book of Maps 2017,Pages JA7 7 and 1a7T Wake County Registry.
Special Wa aaty Mee
"P IAU1532

BK016829PG00572
EXHIBIT "B" TO SPECIAL WARRANTY DEED
EXCEPTIONS
1. Taxes and assessments for the year 2017 and subsequent years, not yet due and payable.
2. Easements, setback fines and any other matters shown on plat recorded in Book of Maps 1998
at Page 2134, Wake County Registry.
3. Right of Way Agreement to Cardinal Extension Company, LLC recorded in Book 8250 at Page
1612, Wake County Registry.
4. Easements to Carolina Power & Light Company recorded in Book 713 at Page 143; Book 768
at Page 147; Book 836 at Page 149; Book 924 at Page 405; Book 1095, Page 437; Book 3090,
Page 105 and Book 3139, Page 476, Wake County Registry.
5. Boundary Line Agreement recorded in Book 16201 at Page 2206, Wake County Registry.
6. Subject to matters as shown on recorded plat in Book of Maps 2015 at Page 891, Wake County
Registry, including 50' Cardinal Extension Company Natural Gas Easement Right of Way and
100 year Rood tine.
7. Title to that portion of subject property embraced within the bounds of Woods Creek Road (SR
It 54) and Holly Springs -Apex Road (SR 1153).
8. Right(s) of way in favor of North Carolina Department of Transportation as recorded in Book
9264, Page 309, Wake County Registry.
9.Subject to matters for Tract 2 as shown on recorded plat in Book of Maps 2017 at Pages 9-�7
and j275t, Wake County Registry.
10. Encroachments, overlaps, overhangs, unrecorded easements, violated restrictive covenants,
deficiency in quantity of grounds, lack of access, violated building lot lines, or any matters
which would be disclosed by an accurate survey and inspection of the Property.
11. Zoning and other governmental restrictions, including, without limitation, governmental
approval from the Town of Holly Springs of a site plan and construction drawings for the
Property.
Sp W wa .IYrtced

BKO16829PGO0573
WAKE COUNTY, NC
CHARLES P. GILLIAM
REGISTER OF DEEDS
PRESENTED & RECORDED ON
06-29-2017 AT 08:33:00
STATE OF NC REAL ESTATE
EXCISE TAX: $8,395.00
BOOK: 016829 PAGE: 00573 - 00582
Excise Tax$9,395,00 1 Recording Time Bookend Page
T. Lot No.: Pmeel ldemifier No. OUT OF 0067468
Verified by County on the_ day of 20
by
Mail after mording to Grannie,
this instrument was prepared without tide search by Nexsen Pmet PLLC, 4141 Parkleke Ave, Suite 200, Raleigh, NC 27612
All of Tracts 1 and 3 BM 2017, Pages Z] I!' I', Wake County Registry.
NORTH CAROLINA SPECIAL WARRANTY DEED
THIS DEED made this 27ih day of June, 2017, by and between:
GRANTOR I GRANTEE
A North Carolina limited liability company
(23.33 and 113 interest)
110 Mackenan Dr., Cary, NC 27511
Emily P. Stephenson, unmarried (23,33 and 1/3%interest)
1210 Willowbrook Dr., Cary, NC 27511
Thomas C. Stephenson, married (23.33 and 1/3% interest)
216 Queensferry Rd., Cary, NC 27511
R. Michael Stephenson, married (10%interest)
102 Prince Rd., Greenville, NC 27858
Robert E. Stephenson, Jr., Trustee under the Robert Earl
Stephenson Revocable Declaration of Tmet
dated January 28, 2009 (20%interest)
Robert E. Stephenson, Jr.,
Executor of the Estate of Raben Earl Stephenson
Wake County File 2016 E 002706
SM Raleigh, LLC,
a North Carolina limited liability company
11710 Plaza America Drive
Suite 1100
Reston, VA 20190
Enlerin apMoptlele bloIX for ea,n paM: name, eaarees. aM.11 apprbptlale. Uauder ai entAy, a9. co,parallon or paMersnlp
Special Wanmty Deed
submitted elettronically by "Nexsen Pfuet, LLC" uooa i.a.n+♦
ta pl lance with North Carolina statutes governing recordable documents
and
the terms of the submitter agreement with the Wake County Register of Deeds.

l:] 0111-1Y.1']YKtN1.1V
The designation Grantor and Grantee as used herein shall include said parties, their heirs,
successors and assigns, and shall include singular, plural, masculine, feminine or neuter as required
by context.
The executor of the Estate of Robert E. Stephenson, deceased, signs this deed solely and
exclusively to comply with N.C. Gen. Stat. 28A-17-12(a)(2) and makes no warranty, express or
implied, to title to the Property.
WITNESSETH, that Grantor, for a valuable consideration paid by Grantee, the receipt of which is
hereby acknowledged, has and by these presents does grant, bargain, sell and convey, that certain
real property described on Exhibit "A" attached hereto and incorporated herein by this reference
(the'Propedy").
The Property is conveyed SUBJECT TO the exceptions described on Exhibit B hereto and
incorporated herein by this reference (the "Exceptions").
TO HAVE AND TO HOLD, subject to the Exceptions, the Property and all privileges and
appurtenances thereto belonging to Grantee in fee simple.
Subject to the Exceptions, Grantor covenants with Grantee, that Grantor will warrant and defend
the title against the lawful claims of all persons claiming by, under or through Grantor, and none
other.
[Signature Page Follows]
Spdal warxuIrI eJ
NFRALI:803322

7 0]F33IsIYeItYI-IV
IN WITNESS WHEREOF, Grantor executed this deed as of the day and year Just above
written.
H&B Stephenson Family, LLC,
a North Carolina Waited liability company
By: C— —
Name �k,.h
Title: M 5..
STATE OF NO�tT�H_ .CA-ROLINA
COUNTY OF -
I certify that the following personally appeared before me this day, acknowledging to me that he
voluntarily gned thyy fpfegmt; document for the se stated therein and in the capacity
indicated: �JCYIQI'U l..1t0 (I rif of H&B Stephenson
Family, LLC.
Witness my hand and official seal, this the ,2-d-- day of June, 2017.
(Official Seal) w)411
,,// yn �{1NE
4VI hAO !/ LGc4.e— ,tiP`aOTA,
Not Public My commission expires-f''�SA`BL\OOOUN'
NP ]86B3311
Spn 0 W., Deed

BKO16829PGO0576
Emily .Stephenson
STATE OF NORTH CAROLINA
COUNTY OF C4r�treF
I certify that the following personally appeared before me this day, acknowledging to me that he
voluntarily signed the foregoing document for the purpose stated therein and in the capacity
indicated: Emily P. Stephenson.
Witness my hand and official seal, this the a a day of June, 2017.
(Official Seal)
Notary Public "
My com nission expires: aqq 12,017
NORMA J. GlglKtN
Natay P
Coma C.oun .NC
MyC iiaiaknE Pk 91)1.1-
mjN l968la4A
spenel Wursnry Dud

BK016829PG00577
Thomas C. Stephenson
STATE OF N O,lk11(Q, j CAROLINA
COUNTY OF-_
I certify that the following personally appeared before me this day, acknowledging to me that he
voluntarily signed the foregoing document for the purpose stated therein and in the capacity
indicated: Thomas C. Stephenson.
Witness my hand and official seal, this the lls�- day of June, 2017. 9t\NE D,
(Official Sul) r?� aOTARJ 42
F
lhnPu tic /) iLKq�
No Public
My commissionexpires .�1�.3.{L�_ 9¢�AUBL\G
COUtI(S
By execution of this deed, Linda B. Stephenson does hereby waive any and all common law or
statutory marital interest she may have in this property, including but not limited to any interest
arising under North Carolina General Statute Section 29-30.
inda B. Stephens n
STATE OF NO}tTH CAROLINA
COUNTY OF I A1CxKR-
I certify that the following personally appeared before me this day, acknowledging to me that he
voluntarily signed the foregoing document for the purpose stated therein and in the capacity
indicated: Linda B. Stephenson.
Witness my hand and official seal, this the r%-� day of June, 2017. \NE DOIA
,,,,,,�
(Official See]) ��U�.rn �%Not Public
My commission expires:COUN
NTR 96833E1
Special W.rleea

BKO16829PGO0578
R. Micl aelR. ael Stephenson
STATE OF NORTH CAROLINA
COUNTY OF VW
I certify that the following personally appeared before me this day, acknowledging to me that he
voluntarily signed the foregoing document for the purpose stated therein and in the capacity
indicated:R. Michael Stephenson. "p
Witness my hand and official seal, this the u r' day of June, 2017
(Official Seal) /r \\ ,`p�a�jEtTA),j ire'
n r�n n_J C 4r rpY
otary ublic
My commission expires:
09
� rrS4rP'�r``SSSSSSp
By execution of this deed, Cheryl Stephenson does hereby waive any and all common law or
statutory marital interest she may have in this property, including but not limited to any interest
arising under North Carolina General Statute Section 29-30.
Ccheryl to henson
STATE OF NORTH CAROLINA
COUNTYOF�� i� _
I certify that the following personally appeared before me this day, acknowledging to me that he
voluntarily signed the foregoing document for the purpose stated therein and in the capacity
indicated: Cheryl Stephenson.
Witness my hand and official seal, this the D�� day of June, 2017. trttlltrrtrrr
(Official Seal) �.seyOS 7AYirrr
V 01
l�tp �'v o
'i
�`4f 3 atnY
1 otaryP blir is z—
Mycommission expires:
'3")$�� :urY
S
4rrrr p'ttt tGO,sx�
NPRAL1:868M.1
Special wamantynecd

BK016829PG00579
Robert E. Stephenso Jr. As Succe r T slee
of the Robert Earl Stephenson Revocable Declaration of Trust
dated January 28, 2009
STATE OF NO TB AROLEJA
COUNTYOF
I certify that the following personally appeared before me this day, acknowledging to me that he
voluntarily signed the foregoing document for the purpose staled therein and in the capacity
indicated: Robert E. Stephenson, Jr. As Successor Trustee of the Robert Earl Stephenson
Revocable Declaration of Trust dated January 28, 2009.
Witness my hand and official seal, this the �q+ day of June, 2017.
(Official l cial Seal)
//11 ��
Yrl/4'M'IA0 U. IUAL
Notary Public 0'I
Mycommission expires: A-AhK
F
OOw�dw"'
Speci0 W." Deed

BK016829PG0O580
Robert E. Stephenson, Jr.
Executor of the Estate of Robert Earl Ste heason
Wake County File 2016 E 002706
STATE OF NORTH CAROLINA
COUNTYOF Way-e
J certify that the following personally appeared before me this day, acknowledging to me that he
voluntarily signed the foregoing document for the purpose stated therein and in the capacity
indicated: Robert E. Stephenson, Jr., Executor of the Estate of Robert End Stephenson.
Witness my hand and official seal, this the u, nay of June, 2017. xxUtuuthq
�1lOr ao7ARY
No[ary Public Nlfole SCUP(
My commission expires: N-24-:2 'OUB ItG
•,t Srcdai W�oDaed
9 WP Iso$3322

BK016829PG00581
EXHIBIT "A" TO SPECIAL WARRANTY DEED
Legal Description
BEING all of Tract 1, containing approximately 48.193 acres, and Tract 3, containing approximately
22.940 acres, as shown on a plat entitled "Exempt Subdivision Map Tracts 1-3 H&B Stephenson
Family, LLC;' prepared by Robinson & Plante, P.C., and recorded in Book of Maps 2017, Pages
7 7 and 127K . Wake County Registry.
nww.t ecs33a.1
Sµ'A W.tyD

f'7:(tS[3:Yk]CZHtIIb"r Y3
EXCEPTIONS
1. Taxes and assessments for the year 2017 and subsequent years, not yet due and payable.
2. Basements, setback lines and any other matters shown on plat recorded in Book of Maps 1998
at Page 2134, Wake County Registry.
3. Right of Way Agreement to Cardinal Extension Company, LLC recorded in Book 8250 at Page
1612, Wake County Registry.
4. Easements to Carolina Power & Light Company recorded in Book 713 at Page 143; Book 768
at Page 147; Bank 836 at Page 149; Book 924 at Page 405; Book 1095, Page 437; Book 3090,
Page 105 and Book 3139, Page 476, Wake County Registry.
5. Boundary Line Agreement recorded in Book 16201 at Page 2206, Wake County Registry.
6. Subject to matters as shown on recorded plat in Book of Maps 2015 at Page 891, Wake County
Registry, including 50 Cardinal Extension Company Natural Gas Easement Right of Way and
100 year flood line.
7. Title to that portion of subject property embraced within the bounds of Woods Creek Road (SR
1154) and Holly Springs -Apex Road (SR 1153).
8. Right(s) of way in favor of North Carolina Department of Transportation as retarded in Book
9264, Page 309, Wake County Registry.
9. Subject to matters for Tract 1 and Tract 3 as shown on recorded plat in Book of Maps 2017 at
Pages I2ii and )7�ig, Wake County Registry.
10. Encroachments, overlaps, overhangs, unrecorded easements, violated restrictive covenants,
deficiency in quantity of grounds, lack of access, violated building lot lines, or any matters
which would be disclosed by an accurate survey and inspection of the Property.
11. Zoning and other governmental restrictions, including, without limitation, governmental
approval from the Town of Holly Springs of a site plan and construction drawings for the
Property.
special wartanty peed
WRA I,At l2

JOINT DEVELOPMENT AND ESCROW AGREEMENT
(12 Oaks Phase 9)
THIS JOINT DEVELOPMENT AND ESCROW AGREEMENT (the "Agreement")
is made effective as of the ,R!day of June, 2017 (the "Effective Date"), by and among
MERITAGE HOMES OF THE CAROLINAS, INC., an Arizona corporation ("Meritage"), as
owner of the "Meritage Parcel' (as defined below) and in its capacity as "Contract
Administrator", and SM RALEIGH, LLC, a North Carolina limited liability company
("SMC"), for the purpose of setting forth the agreement of such parties and to provide
instructions to each of METRO TITLE COMPANY, LLC ("Escrow Agent'). Each of Meritage
and SMC are sometimes referred to in this Agreement, individually, as an "Owner," and
collectively, as the "Owners." Each Owner and the Contract Administrator are sometimes
referred to in this Agreement, individually, as a "Party," and collectively, as the "Parties."
RECITALS
A, Each Owner owns one or more parcels of real property (each a "Parcel' and
collectively, the "Parcels" or the "Benefitted Property") located within the community under
development and commonly known as 12 Oaks Phase 9 (the "Project'), in Wake County, (the
"County"), North Carolina. The Parcel(s) owned by Meritage are more particularly described
on Exhibit "A-l" attached hereto (the "Meritage Parcel'). The Parcel(s) owned by SMC are
more particularly described on Exhibit "A-2" attached hereto (the "SMC Parcel').
B. The Owners desire that certain off -site and backbone subdivision work and
improvements and common amenities benefiting the Benefitted Property and described
on Exhibit "B" attached hereto (collectively, the "Improvements") be performed and
constructed in accordance with this Agreement.
C. The Owners desire to enter into this Agreement in order to (1) establish an orderly
plan for the design, construction, and installation of the Improvements; (2) allocate the cost of
the Improvements among the Owners; and (3) establish a mechanism for the funding of the cost
of the Improvements.
D. The Owners desire to designate Contract Administrator to act as their agent to
coordinate certain matters specified herein on behalf of the Owners.
AGREEMENT
NOW THEREFORE, for good and valuable consideration, the receipt and sufficiency of
which is hereby acknowledged, the Parties agree as follows:
ARTICLE 1
DESIGN AND CONSTRUCTION OF IMPROVEMENTS
1.1 Coordination of Construction. Contract Administrator shall administer and
coordinate the design and construction of the Improvements and perform the functions of the
NPRALI:871622.1

Contract Administrator as provided in and subject to the terms and conditions of this Agreement,
Owners acknowledge and agree that except for the Improvements, each Owner shall be
responsible for the design, construction and installation of, and the costs and expenses related to,
any additional on -site and off -site improvements to be constructed or installed to or within such
Owner's Parcel(s), including, without limitation, any improvements shown on any improvement
plans for such Parcel and/or for any lots into which such Parcel is subdivided (a "Lot"). In
addition, each Owner shall be responsible for payment of any utility deposits and charges,
including, without limitation, any applicable hookup, tap, and license fees for all utility service to
such Owner's Pareel(s) and all Lots therein, any costs or charges for meters and utility services
and arrangement for utility service during any period of construction activity by Owner on the
Parcel(s) or Lots owned by such Owner, and the bringing of all utility lines to such Owner's on -
site improvements within such Owner's Parcel(s), including, without limitation from any
connection installed to the boundary of such Parcel as part of the Improvements in accordance
with the Plans and Specifications.
1.2 Contracts for Work• Percentage of Each Owner's Obligation. Contract
Administrator, on behalf of and as agent for the Owners, shall contract for all of the work and
materials comprising the Improvements. Each contract for the work and materials comprising
the Improvements, and for the design and engineering of such Improvements (each a
"Contract"), shall state that each Owner is separately liable for its "Prorated Share" (as
hereinafter defined) of the amount due under the Contract and such Owners shall be designated
as third -party beneficiaries of the Contract. The form of each Contract shall be in Contract
Administrator's customary form or another commercially reasonable form. Contract
Administrator shall provide to each Owner a copy of each Contract promptly after full execution
thereof. Contract Administrator is acting solely as the administrator under this Agreement, and
not as the general contractor with respect to the Improvements. Contract Administrator, on
behalf of the Owners, may non exclusively assign any warranties under a Contract to the
applicable "Approving Authority" (as hereinafter defined) in connection with the dedication
and/or other conveyance of any Improvements to which such warranties relate, Each Owner
acknowledges and agrees that Contract Administrator shall have no liability whatsoever for any
of the work and materials comprising the Improvements, or any Contract therefor, and each
Owner covenants not to assert any right to seek or obtain any damages or other remedy against
Contract Administrator with respect thereto. The percentage share of all obligations and
liabilities under each Contract that are allocable to each Parcel shall be as set forth on Exhibit
"C" attached hereto (the "Prorated Share").
1.3 Plans and Specifications; Mass Grading Design Strategy. The Improvements will
be constructed substantially in accordance with the plans and specifications approved by any
applicable municipality, the County and/or other applicable governmental authorities, quasi -
governmental authorities, and utility regulators and providers (each, an "Approving Authority"
and collectively, the "Approving Authorities"), and by executing this Agreement, each Owner
shall be conclusively deemed to have accepted such plans and specifications (the "Plans and
Specifications"). The Plans and Specifications shall name all Owners as parties entitled to use
and rely thereon. The mass grading design for the Benefrtted Property shall not materially
benefit or disadvantage one Parcel over another Parcel.
NPRALl:871622.1

1.4 Right to Inspect Improvements. The Parties agree that Contract Administrator
shall have no obligation or responsibility to inspect the construction of the Improvements, nor
any liability with respect thereto, and each of the Owners shall have the right to inspect the
construction of the Improvements at any time; provided, however, such inspection shall be at the
sole risk of such inspecting Owner. If any Owner believes that the Improvements are not being
constructed in substantial conformance with the Plans and Specifications, then such Owner shall
notify the other Owner and Contract Administrator. If Contract Administrator agrees with the
notifying Owner, then Contract Administrator shall notify the applicable Contractor (as defined
in Section 2.2 below) of such fact and demand that the Contractor correct any work that is not in
substantial conformance with the Plans and Specifications. Contract Administrator shall not be
obligated to institute any legal action against such Contractor, unless all Owners agree to pursue
such legal action and pay their respective Prorated Share of the costs of such litigation. If
Contract Administrator does not agree with the notifying Owner, then the notifying Owner may
submit the matter to arbitration as provided in ARTICLE 6 below within five (5) Business Days
after receiving notice thereof from Contract Administrator. If the Owner fails to submit the
disapproved matters to arbitration in accordance with ARTICLE 6 below within said five (5)
Business Day time period, then the Owner's objection shall be deemed withdrawn.
1.5 Completion Inspection. Contract Administrator shall notify the Owners in writing
when Contract Administrator has received documentation from all Contractors engaged to
construct the Improvements stating that such Contractors have completed their work or when the
Contract Administrator otherwise believes that the Improvements have been completed, except
for minor punch list work. The notice to the Owners shall include a certification to the Contract
Administrator and the Owners from the engineer engaged with respect to the Improvements that
such Improvements have been completed in substantial conformance with the applicable Plans
and Specifications. The Owners shall have ten (10) days after receipt of such notice to inspect
the Improvements. In connection with the notice above, Contract Administrator shall specify a
date and time occurring at least five (5) days after such notice and prior to the end of such ten
(10) day period for such inspection to occur simultaneously by all Owners, and all Owners shall
use their respective commercially reasonable efforts to inspect the Improvements together at
such specified date and time. If any of the Owners believes that the Improvements have not been
completed in substantial conformance with the Improvement Plans, then such Owner shall notify
Contract Administrator and the other Owner in writing within said ten (10) day period. If
Contract Administrator does not agree with the notifying Owner, then the notifying Owner may
submit the matter to arbitration as provided in ARTICLE 6 below within five (5) Business Days
after receiving notice thereof from Contract Administrator. If the Owner fails to submit the
disapproved matters to arbitration in accordance with ARTICLE 6 below within said five (5)
Business Day time period, then the Owner's objection shall be deemed withdrawn and the
Owners shall be deemed to agree that the Improvements have been completed in substantial
accordance with the Improvement Plans; provided, however, the foregoing shall not limit any
subsequent warranty or corrective action against any material supplier, contractor, subcontractor,
or other party to a Contract pertaining to the Improvements (other than the Contract
Administrator).
1.6 Grant of Necessary Easements. Each Owner shall grant, to the extent not
previously provided for in any recorded subdivision plat, such separate written easements, right
of entry, and/or licenses in or upon the portions of the Benefitted Property owned by such Owner
RT77�9H-101.141111

as are reasonably necessary for the installation and/or permanent location of the Improvements in
accordance with the Plans and Specifications and/or the performance of Contract Administrator's
responsibilities under this Agreement (and to the extent that any of the tracts to be owned by the
homeowners association for the Project have been conveyed to such homeowners association as
of the Effective Date and/or are conveyed at any time hereafter and prior to completion of the
Improvements, each of the Parties agrees to cooperate in obtaining from such homeowners
association such separate written easements, right of entry, and/or licenses in or upon the
portions of such tracts as are reasonably necessary for the installation and/or permanent location
of the Improvements in accordance with the Plans and Specifications and/or the performance of
Contract Administrator's responsibilities under this Agreement). In addition to the foregoing,
each Owner specifically authorizes and grants to Contract Administrator and the Contractors
entering into a Contract with such Contract Administrator, and their subcontractors and
consultants, a license to enter upon the portions of the Benefitted Property owned by such Owner
as reasonably necessary to undertake and perform the construction and installation of the
Improvements. Any grant of easements, rights of entry, and/or licenses pursuant to this Section
shall in no event affect building pads or the marketability of any Lot in the Benefitted Property.
The rights under this Section 1.7 shall terminate upon the completion of all of the Improvements
and the full satisfaction of all of Contract Administrator's obligations under this Agreement.
1.7 Continuing_Obligations: Memorandum: Release of Memorandum. Each Parcel
shall be held, transferred, sold, conveyed, leased, occupied, and used subject to the terms,
covenants, and conditions of this Agreement, which shall run with the land and be binding upon,
benefit, and burden each portion of the Benefitted Property and all persons having or acquiring
any right, title, or interest therein. This Agreement shall be appurtenant to each portion of the
Benefitted Property. Accordingly, concurrently with the execution of this Agreement, the
Owners have executed and delivered to Escrow Agent, for recording in the Official Records of
the County, a Memorandum of this Agreement in the form of Exhibit "D-1" attached hereto (the
"Memorandum"). Upon Completion of the Improvements and payment of all amounts due
hereunder by an Owner (including, without limitation, the expiration of all warranty periods and
satisfaction of all obligations related thereto), the Memorandum shall be automatically (without
the necessity of recording any document) released of record from the Parcel(s) owned by such
Owner. Notwithstanding that the foregoing release shall be effective without the need for further
action by any Parry, promptly upon request by any Owner to which such release has occurred
made on or after the date of such release, the other Owner agrees to execute, acknowledge, and
deliver to the requesting Owner for recordation with respect to the Parcel(s) owned by such
Owner, a termination of the Memorandum in the form of Exhibit "D-2" attached hereto.
1.8 Reimbursement Riehts. To the extent there are any rights to payments, or credits
against otherwise payable fees, provided by any applicable Approving Authority or other entity
for reimbursement of costs related to any portion of the Improvements, then the Owners shall
allocate any such payments/credits based upon their Prorated Share applicable to such portion of
the Improvements (and shall take such further action as is reasonably requested by any Party to
effectuate this allocation).
1.9 Required Assurances. Jf any assurances are required for any of the Improvements
by any applicable Approving Authorities, Contract Administrator will provide the required
assurances, for and on behalf of the Owners; provided that, as a condition thereto, Contract
NPRALI:871622.1

Administrator may require that each of the Owners pay to Contract Administrator an amount
equal to such Owner's Prorated Share of the assurances, and in the event any amounts are still
held by Contract Administrator after all obligations secured by the applicable assurances have
been satisfied and such assurances have been released, Contract Administrator will promptly
return such amounts to the Owner that delivered the same to Contract Administrator.
1.10 Completion of Improvements. The Owners anticipate that substantial completion
of the Improvements will be achieved in accordance with the construction schedule attached
hereto as Exhibit "B" (the "Construction Schedule"). If Contract Administrator is prevented
from commencing or completing the Work as a result of an "Unavoidable Delay" (as defined
below), then the applicable date(s) set forth in the Construction Schedule shall be extended for
the additional time directly caused by such delay. As used in this Agreement, the Work shall be
deemed substantially complete when the applicable Improvements are substantially completed
according to the Plans and Specifications as reflected in a certification to that effect by the
engineer engaged with respect to the Improvements, a copy of which certification shall be
delivered to the Owners subject only to punch list items. "Unavoidable Delay" means any delay
resulting from rain storms, inclement weather, acts of God, unavailability or shortage of labor or
materials, national emergency, fire or other casualty, natural disaster, war, riots, acts of violence,
labor strike, injunctions in connection with litigation, delays by any owners association,
governmental or quasi -governmental authority, or utility, or any other cause that is not within the
reasonable control of Contract Administrator. The financial inability of any Party hereto seeking
to claim an Unavoidable Delay shall not give rise to an Unavoidable Delay.
ARTICLE 2
BUDGET AND SELECTION OF CONTRACTORS
2.1 Initial Budget. Attached hereto as Exhibit "F" is an estimate of the total "Costs"
(as hereinafter defined) to design and construct the Improvements (the "Budget"). The Budget
is subject to adjustment as provided in this ARTICLE 2. To the extent that Costs for certain
components of the Improvements are identified in the Budget as "to be determined upon
completion of design" or "to be determined upon receipt of bids therefor" or other similar
notation, such amounts shall be included in a revised Budget created and distributed in
accordance with the balance of this ARTICLE 2. As used herein, the "Cost" of (a) a particular
component of the Improvements means the actual costs incurred in connection with the design,
construction, and installation of that component of the Improvements pursuant to this
Agreement, including, without limitation, engineering costs, processing and permitting fees,
labor and materials, any costs associated with obtaining easement and/or license rights from any
third -party necessary for the construction and installation of the Improvements in accordance
with the Plans and Specifications, and any other fees, costs, and expenses that are incurred in
connection with design and construction of the Improvements; and (b) the Improvements means
the aggregate Cost of each component of all of the Improvements.
2.2 Selection of Contractors. All service providers and contractors for the services
and work necessary to design, construct and install each Improvement (each a "Contractor"
and, collectively, the "Contractors") shall be selected by Contract Administrator.
NPMI:871622.1

2.3 Revisions of Budget. As and when final bids have been selected for all of the
Improvements in accordance with Section 2.2, Contract Administrator shall update and revise the
Budget to conform to the final bid numbers or other applicable information, and shall. deliver a
copy of the revised Budget to the Owners and Escrow Agent. Said revised Budget shall be
deemed the Budget and shall supersede and replace any previously existing Budget. Within five
(5) Business Days following receipt of the Revised Budget, each Owner shall deliver to Escrow
Agent cash or other immediately available funds in the amount of its Prorated Share of any
increase in Costs reflected therein (or increase the letter of credit deposited pursuant to Sec io
3_2 by the amount of its Prorated Share of any increase in Costs reflected therein).
ARTICLE 3
PAYMENT AND ALLOCATION OF CONSTRUCTION COST
3.1 Cost of Design Construction and Installation. Each Owner agrees to pay its
respective Prorated Share of the Cost of each component of the Improvements. Payment of each
Owner's Prorated Share of the Cost of the Improvements shall be made in accordance with the
provisions of this ARTICLE 3. The Owners acknowledge that Contract Administrator makes no
representations, warranties, or guaranties hereby that the Improvements actually can be designed
and constructed for the amount specified in the Budget. Each Owner has had an opportunity to
review the Budget and to determine for itself whether the Budget is sufficient to cause the
Improvements to be constructed in accordance with the Plans and Specifications.
3.2 Funding of Construction Escrow Account.
3.2.1 Initial Deposit. On or before the execution of this Agreement, each
Owner shall deposit with Escrow Agent cash or an irrevocable letter of credit in an amount equal
to its Prorated Share of the initial Budget amount.
3.2.2 Cost Overruns - Deposit of Additional Funds. Circumstances may arise
that cause the need for additional funds (a "Cost Overrun") in excess of the current Funds (as
defined below), including, but not limited to, the discovery of soil or other conditions that require
additional work outside the scope of the initial construction contracts, underestimation of
quantities, casualty loss, and defaults of Contractors or subcontractors. Any Cost Overrun shall
be satisfied by additional funds from the Owners in accordance with their respective Prorated
Share. Contract Administrator shall give notice of a Cost Overrun to the Owners promptly upon
becoming aware thereof. Within five (5) Business Days of receipt of the Cost Overrun notice,
each Owner must deliver its Prorated Share of the Cost Overrun. If an Owner objects to the Cost
Overrun, then no disbursement of the Cost Overrun shall be made during the ten (10) days
immediately following such Objection and the Owners shall attempt in good faith to resolve all
item(s) as to which objection was made within ten (10) days after receipt of the notice of
objection. If the Owners are unable to resolve the matter within said ten (10) day period, then
within five (5) Business Days after the expiration of said ten (10) day period, the Owner that
disapproved the Cost Overrun must either: (i) waive its objection, or (ii) submit the matter to
arbitration as provided in ARTICLE 6. If the matter is submitted to arbitration, no disbursement
of the amount in question shall be made until the arbitration is decided. The objecting Owner
shall have the burden of proving that the Cost Overrun is not necessary and that the
Improvements can be constructed in substantial conformance with the Plans and Specifications
NPRAL1:871622.1

and accepted by the applicable Approving Authorities without the additional funds for the Cost
Overrun. If an Owner fails to submit its objection to arbitration in accordance with ARTICLE 6
below within said five (5) Business Day time period, then the Cost Overrun shall be conclusively
deemed approved as to such Owner and such Owner shall thereafter be prohibited from objecting
to the Cost Overrun, including, without limitation, by means of arbitration or any other legal
action. If an Owner is in breach of its obligation in this Section to pay its Prorated Share of the
Cost Overrun, then any of the remaining Owners can pay such amount and the Owner that failed
to pay its Prorated Share shall be obligated to repay on demand the amount paid by the other
Owner(s), plus interest as provided in Section 3.3.2.6. The funds (including any letter of credit
satisfying the terms of this Agreement) deposited with Escrow Agent from time to time pursuant
to this Article 3, together with all interest earned thereon pursuant to Section 3.3.1, are
hereinafter referred to as the "Funds."
3.2.3 Use of Contingency Funds: Reallocation of Line Items.
Notwithstanding any contrary provision of this Agreement, if the actual Cost of any component
of the Improvements (after Completion of that component of the Improvements) described on a
line item on the Budget is less than the amount of the Budget line item therefor, then Contract
Administrator may, in its discretion, revise the Budget and reallocate such savings to other line
items in the Budget without the consent of the Owners. Contract Administrator shall promptly
provide notice to the Owners regarding any such revision to the Budget and reallocation of such
savings. Contract Administrator shall not, however, prior to Completion of a component of the
Improvements, reduce the funds allocated in the Budget to such component of the Improvement
and reallocate such reduction to any other Improvement, unless the Owners approve such
reallocation. In addition, Contract Administrator may, without the consent of the Owners,
reallocate any contingency Funds and apply such reallocated amounts to any component of the
Improvements to pay for the Costs incurred in connection with such component of the
Improvements.
3.3 Escrow Agreement. This Agreement shall constitute an escrow agreement and
instructions to Escrow Agent and the Funds shall be disbursed and dealt with by Escrow Agent
in strict accordance with the following:
3.3.1 Interest -Bearing Account(s). Escrow Agent shall deposit the Funds
deposited under this Agreement (other than payments with regard to Draw Requests that are to
be immediately disbursed) into an interest -bearing account with a federally insured and chartered
bank selected by Contract Administrator (which shall be either: JPMorgan Chase Bank, Wells
Fargo Bank, Bank of America, SunTrust Bank, or a successor to any of the foregoing). Deposits
under this Agreement (other than payments with regard to Draw Requests that are to be
immediately disbursed) shall bear interest for the Party making the deposit.
3.3.2 Draw Procedure. Contract Administrator, acting as the Contract
Administrator and exclusive agent for and on behalf of the Owners, shall be entitled to (subject
to the provisions of this Section 3.3.2) direct Escrow Agent to deliver payment of all or any part
of the Funds at any time or from time to time, as necessary, in the reasonable judgment of
Contract Administrator, to pay to the applicable party all Costs incurred in connection with the
design, construction, and installation of the Improvements subject to the following:

3.3.2.1 Draw Request, Contract Administrator may request that
Escrow Agent disburse Funds from time to time upon delivery to Escrow Agent and the Owners
a draw request (a "Draw Request") accompanied by lien waivers executed by all Lien Claimants
(as hereinafter defined) for all labor and materials supplied by such Lien Claimants and covered
by such Draw Request (other than retention amounts). "Lien Claimants" means (i) contractors,
subcontractors, and material suppliers who have a written contract (direct privity) with the
Owners / Contract Administrator to perform services or supply materials in connection with the
construction of the Improvements, and (ii) any other contractor, subcontractor, or supplier that
has delivered the statutory notice to Owners in connection with the Improvements or any
component thereof, to the extent that a copy of such notice has been given to Contract
Administrator. If any lien waivers described above are not available, then Contract
Administrator shall provide such other information, documentation, or assurances reasonably
satisfactory to the Owners as may be appropriate to evidence the termination or non-existence of
any such lien rights.
3.3.2.2 Objections to Draw Requests• Payment of Draw Requests by
Escrow Agent. So long as the terms of Section 3.3.2.1 above have been satisfied, the Owners
shall have no right to delay the payment of or object to any Draw Request. If any Owner objects
to any Draw Request, that Owner must deliver to Escrow Agent, Contract Administrator, and the
other Owner written notice of its objection (specifically identifying the objectionable item(s) and
providing an explanation as to why the Owner believes such item to be inappropriate) within ten
(10) days following receipt of the Draw Request. If no written notice complying with the
immediately preceding sentence is delivered to Escrow Agent, the applicable Contract
Administrator, and all other applicable Owners within the specified ten (10) day period, then
Escrow Agent shall promptly pay all amounts reflected therein. If, within the specified ten (10)
day period, Escrow Agent and the Contract Administrator receives objections from an Owner to
disbursement of any line item amount of a Draw Request in accordance with the preceding
sentence, then Escrow Agent shall not be authorized to disburse to the payee the funds paid on
account of such disputed line item amount (but Escrow Agent shall be authorized to disburse all
other amounts and shall do so promptly following the expiration of the specified ten (10) day
period) unless and until Escrow Agent receives authorization to do so from the Owners, or until
Escrow Agent receives direction from an Arbitrator (as defined in Section 6.1.2 below). If any
Owner objects to the disbursement of any line item amount of a Draw Request, then within seven
(7) days thereafter, Contract Administrator and the Owners shall meet and in good faith attempt
to resolve all objections and provide direction to Escrow Agent to disburse mutually -acceptable
amounts to the appropriate payees, whereupon the Escrow Agent shall promptly disburse such
amounts. If all such objectionable items cannot be resolved by the Owners within such seven (7)
day period as provided in the preceding sentence, them any objecting Owner may submit the
matter to arbitration as provided in ARTICLE 6 within five (5) Business Days after the
expiration of said ten (10) day period. If no objecting Owner submits the matter within said five
(5) Business Day period, then (i) the full Draw Request, including the amount that previously
was objected to by an Owner, shall be deemed approved, whereupon the Escrow Agent shall
promptly disburse such amounts, and (ii) the objecting Owner(s) shall thereafter be prohibited
from objecting to the Draw Request, including, without limitation, by means of arbitration or any
other legal action.
NPRAL1:871622.1

3.3.2.3 Final Disbursement. Upon Completion of the Improvements,
Contract Administrator shall submit to Escrow Agent and the Owners a final Draw Request,
together with a certificate of completion or its equivalent issued by the County or other
applicable Approving Authority, as applicable. Payment of the final Draw Request shall be
subject to the provisions of this Section 3.3.2. Following payment of the final Draw Request,
Escrow Agent shall disburse to each Owner any of such Owner's Funds and return any letters of
credit remaining in the escrow account.
3.3.2.4 Warranty Claims. Notwithstanding the occurrence of the Final
Disbursement pursuant to Section 3.3.2.3 above, and subject to Section 3.3.2.5 below with
respect to damages caused by a Party, with regard to any warranty claims by any applicable
Approving Authority (whether in connection with assurances provided pursuant to Section 1.9
above or otherwise) or other person or entity, each Owner will have the right to enforce the
Contracts, but, to the extent recovery is not available from a Contractor, (a) each Owner shall be
responsible for its Prorated Share of any warranty claims made by an Approving Authority or
other person or entity in connection with the Improvements, and (b) each Owner shall be solely
responsible for any warranty claims made by an Approving Authority or other person or entity in
connection with any improvements located on the Benefitted Property owned by such Owner,
other than the Improvements. Contract Administrator shall be entitled to submit Draw Requests
for such amounts in clause (a) in the same manner as set forth above.
3.3.2.5 Damage Caused by a Party. Any Party that damages any of the
Improvements shall be responsible for the cost of repair in addition to other amounts payable
hereunder and such Party shall pay the cost of repair upon demand from Contract Administrator
or any other Party.
3.3.2.6 Failure to Pay Amounts Due. If an Owner fails to pay an
amount due hereunder, any other Owner may do so and shall be entitled to interest at the rate
stated in this section from the date the payment is made by such Owner until the date reimbursed.
Any non -defaulting Owner that pays the amount due from a defaulting Owner shall have a lien
against the Parcel(s)/Lots (as applicable) of the defaulting Owner, as provided in the
Memorandum, which lien may be foreclosed upon in the same manner provided by law for
foreclosure of mortgages. All amounts not timely paid hereunder shall bear interest at the rate of
eighteen percent (18%) per annum until paid in full and it shall be a condition precedent to the
right of each and every Owner and such Owner's Parcel to "tie-in" to or otherwise use the
Improvements that such Owner shall have paid its Prorated Share of the Cost of the
Improvements in accordance with this Agreement. The Owners agree to accept payment and
performance of any defaulting Owner's obligations under this Agreement by any Person that has
an interest in all or any portion of the defaulting Owner's Parcel(s), including, without limitation,
any lender or optionee, as if such payment or performance were made by the defaulting Owner.
3.3.2.7 Indemnity. Escrow Agent shall comply with the requirements
of this Section 3.3, and Escrow Agent shall indemnify, defend, and hold each Party harmless for,
from, and against any and all damages, loss, costs and expense suffered or incurred as a result of
Escrow Agent's breach in performing its obligations in accordance with the requirements of this
Section 3.3.
NPRALI:871622.1

3.3.2.8 Advances Made Prior to the Effective Date. Each Owner
acknowledges that prior to the Effective Date, Contract Administrator may have advanced, on
behalf of the Owners, certain moneys benefiting the Benefitted Property and pertaining to certain
of the Improvements to be constructed by third parties, and Contract Administrator shall be
entitled to reimbursement for such amounts.
3.4 Use of Funds. Funds shall be disbursed hereunder by Escrow Agent pursuant to
Draw Requests by check made payable to the party/parties identified in the Draw Request (which
shall be the party to which such payment is owed).
3.5 Form of Letter of Credit. Any letter of credit deposited by an Owner hereunder
must be issued by a lending institution that (i) is a member of the Federal Deposit Insurance
Corporation, and (ii) is JP Morgan/Chase, Wells Fargo Bank, or Bank of America, or another
bank of similar size and strength that is approved by all of the other Parties, which approval shall
not be unreasonably withheld. Each letter of credit shall have an expiration date of not earlier
than one (1) year from the Effective Date. Each letter of credit shall be in substantially the form
of Exhibit "0" attached hereto, shall be issued to the Escrow Agent, as beneficiary, and shall
permit single and partial draws. Each letter of credit shall provide that draws may be made
thereunder based solely upon presentment of the original letter of credit and a draw request
signed by a representative of Escrow Agent certifying that it is entitled to make a draw pursuant
to the terms of this Agreement. A letter of credit may be replaced at any time with a new letter
of credit meeting the requirements of this Agreement. In addition, a letter of credit may be
replaced by depositing cash with Escrow Agent at any time. Cash may be replaced by a Letter of
Credit unless such cash has been obtained as a result of a draw upon a Letter of Credit. Escrow
Agent shall make a good faith effort to provide written notice to all Parties if any letter of credit
being held by Escrow Agent is within thirty (30) days of its scheduled expiration date. If, by the
date that is fifteen (15) days prior to the scheduled expiration date of the letter of credit, such
letter of credit has not been replaced by a new letter of credit with an expiration date that is not
less than ninety (90) days later than the then -existing expiration date, Escrow Agent is hereby
irrevocably authorized and directed, unless Escrow Agent receives written notice executed by all
Parties instructing Escrow Agent otherwise, to cause the letter of credit to be presented for full
payment prior to its expiration date and to then hold all cash funds obtained as a result thereof in
the Escrow Account in accordance with the provisions of this Agreement. The Parties each
hereby fully release and relieve Escrow Agent from any and all claims and liabilities that may
arise as a result of Escrow Agent's compliance with the foregoing, Escrow Agent shall be liable
for any loss suffered or costs incurred by the parties as a result of Escrow Agent's failure to
submit a proper draw to the issuer of the letter of credit in accordance with this Agreement prior
to its expiration date or when otherwise required hereunder. Any letter of credit provided
hereunder shall, at the request of the applicable Owner, be reduced from time to time to the
extent of cash payments that are made by the Party and actually received by Escrow Agent and
to the extent reduction is consistent with such Owner's obligations hereunder. Escrow Agent
shall, and each Owner hereby authorizes Escrow Agent to, deliver to each Owner a copy of each
letter of credit deposited with Escrow Agent hereunder as and when so deposited, together with
each renewal, replacement and reduction thereof, and shall otherwise provide each Owner with a
monthly accounting of the amount of cash and Letters of Credit held by Escrow Agent under this
Agreement.
10 nPaALisnezai

3.6 Payments when a Letter of Credit has been Provided. If a Party has supplied a
letter of credit rather than a cash deposit, then upon receipt of a Draw Request or other request
for Funds due under this Agreement that Party shall on or before the tenth (101h) day thereafter
pay the amount equal to its Prorated Share of the Draw Request or such other Funds due in
immediately available funds or such other funds that are acceptable to Escrow Agent. This
payment shall be made regardless of whether an objection to the Draw Request is made. If a
Party fails to pay such amount within such time, then Escrow Agent is irrevocably authorized
and instructed, unless Escrow Agent receives written notice executed by all Owners instructing
Escrow Agent otherwise, to cause the letter of credit deposited by such Party to be presented for
full payment and to hold all cash funds obtained as a result thereof in the Escrow Account in
accordance with the provisions of this Agreement and if the Escrow Agent fails to take such
action, then the other non -defaulting Owners may do so on Escrow Agent's behalf.
ARTICLE 4
CONTRACT ADMINISTRATOR PROVISIONS
4.1 Contract Administrator. In the event that Meritage ceases to be an Owner
hereunder, then a replacement Contract Administrator shall be selected by the Owners. In
electing the replacement Contract Administrator, each eligible Owner shall be entitled to the
number of votes equal to that Owner's Prorated Share and the party receiving the most votes
shall be elected as the replacement Contract Administrator.
4.2 Contract Administrator Default and Limited Liability. Contract Administrator
shall be in default hereunder (a "Contract Administrator's Default") in the event of any
material breach by Contract Administrator of any provision of this Agreement applicable to
Contract Administrator that is not cured within thirty (30) days after Contract Administrator has
received written notice of such breach from an Owner (a "Contract Administrator Default
Notice"); provided that if such material breach cannot reasonably be cured within thirty (30)
days, Contract Administrator shall have such additional time as is reasonably necessary to cure
such breach on condition that Contract Administrator shall have promptly commenced such cure
following its receipt of a Contract Administrator Default Notice and is thereafter diligently
prosecuting such cure to completion. In the event of a Contract Administrator's Default,
Contract Administrator shall be liable to each Owner only for the actual out-of-pocket damages
arising directly from such Contract Administrator's Default, each Owner hereby waiving and
covenanting not to assert any right to seek or obtain any other damages (including, but not
limited to, incidental, consequential or punitive damages) resulting from a Contract
Administrator's Default. Moreover, except as specifically stated in the prior sentence, each of
the Owners waives any claims or causes of action such Owner has or might have against
Contract Administrator relating to its responsibility as Contract Administrator or otherwise under
or in connection with this Agreement. Without limiting the generality of the foregoing, each
Owner acknowledges and agrees that Contract Administrator shall have no liability whatsoever
relating to the Improvements, any work done by any contractor or any materials supplied by a
supplier pursuant to any Contract, including, without limitation, grading, soils condition,
drainage, subsurface conditions, or any other defect or conditions arising out of or related to any
work done or performed or to have been done or performed under a Contract, or any services
provided by any engineer or other consultant engaged with respect to any of the Improvements,
each Owner hereby agreeing that it shall only have the right to pursue the applicable
I I NPRAI.1:871622.1

Contractor(s) respecting such claims and not Contract Administrator. This Section 4.2 shall not
limit the rights or remedies of any Party under any other agreement to which it is a party with
respect to matters covered thereby, as opposed to matters that are the subject of this Agreement,
which shall be governed by the provisions of this Agreement.
4.3 Right to Replace Contract Administrator. If there is a Contract Administrator's
Default, then in addition to the remedies provided in Section 4.2 above, an Owner may deliver
written notice (an "Assumption Notice") to Contract Administrator that identifies the Contract
Administrator's Default and confirms that the applicable cure period, if any, has expired. Within
five (5) Business Days after delivery of the Assumption Notice, the Owners shall elect a
replacement Contract Administrator, which may be an Owner, a construction affiliate of an
Owner, or a third party. In electing the replacement Contract Administrator, each eligible Owner
shall be entitled to the number of votes equal to that Owner's Prorated Share and the party
receiving the most votes shall be elected as the replacement Contract Administrator. After
election of a replacement Contract Administrator, all of the rights, obligations, and limitations set
forth in this Agreement shall continue to apply.
ARTICLE 5
ESCROW AGENT PROVISIONS
5.1 Liabili . Escrow Agent shall not be liable for any action taken or omitted by it or
by any of the Parties, except for its own negligence, bad faith, recklessness, or intentional
misconduct or breach of this Agreement. Escrow Agent shall be entitled to rely upon advice of
counsel concerning legal matters and upon any document or notice delivered to it hereunder that
it reasonably believes to be genuine or to have been presented by a proper person.
5.2 Indemni . The Owners (severally, based on their respective Prorated Share)
hereby indemnify Escrow Agent against all costs, damages, expenses, and liabilities that Escrow
Agent may incur or sustain in connection with complying with this Agreement or as a result of
any action arising therefrom, except any claims arising out of Escrow Agent's negligence, bad
faith, recklessness, intentional misconduct, or breach of this Agreement. If conflicting demands
are made upon Escrow Agent to any monies at any time held by it hereunder, then Escrow Agent
may hold said monies or any documents pertaining thereto until the right of the Parties are
determined by an appropriate arbitrator, or Escrow Agent may interplead any and all documents
held by it hereunder, pending the outcome of such arbitration, in which event, Escrow Agent
shall be relieved of any and all liability to the Parties hereunder with respect only to such monies.
ARTICLE 6
ARBITRATION
6.1 Arbitration. Except to the extent this Agreement limits the Parties' right to
arbitrate a matter, any question, dispute, or controversy arising under or in connection with this
Agreement on which the Owners cannot agree (a "Dispute") shall be resolved by mandatory
arbitration in accordance with the Commercial Arbitration Rules of the American Arbitration
Association currently in effect (the "Rules"), in accordance with and subject to the following
provisions;
12 MAL1:871622A

6.1.1 Dispute Notice. If any Party believes that a Dispute exists, it may
notify the other Parties thereof, which notice (a "Dispute Notice") shall identify the Dispute.
Within five (5) Business Days after giving or receiving such notice, each Party shall submit to
the others its final and best position as to the Dispute (hereinafter referred to as a "Final
Position"), which shall remain the position of such Party throughout the arbitration process.
Notwithstanding the foregoing, the Parties may make offers in settlement at any time, but no
such proposal shall be considered by the Arbitrator. As promptly as practicable, and in any event
within thirty (30) days following the delivery of the Dispute Notice, the Parties shall meet in an
attempt to resolve the Dispute. If the Dispute cannot be resolved by the Parties at that meeting,
any Party may submit the Dispute to arbitration as hereinafter provided.
6.1.2 Appointment of Arbitrator. A single arbitrator shall be selected
according to the Rules; provided, however, that the individual selected must be recognized in the
Raleigh, North Carolina metropolitan area as having competence in the subject matter of the
Dispute. The term "Arbitrator" as used herein means and refer to the single arbitrator selected
pursuant to this Section.
6.1.3 Conduct of Arbitration. The arbitration shall be conducted in the
Raleigh, North Carolina metropolitan area. The arbitration process shall generally be conducted
by the designated Arbitrator in accordance with the Rules, but the Arbitrator shall have
discretion to vary from those Rules in light of the nature or circumstances of any particular
Dispute. In all events, unless waived by the Parties, the Arbitrator will conduct an arbitration
hearing at which the Parties and their counsel shall be present and have the opportunity to
present evidence and examine the evidence presented by each other Party. The proceedings at
the arbitration hearing shall, unless waived by the Parties, be conducted under oath and before a
court reporter. The Parties shall cooperate in good faith to permit a conclusion of the arbitration
hearing within thirty (30) days following the appointment of the Arbitrator and shall endeavor to
submit a joint statement setting forth each Dispute to be submitted to arbitration, including a
summary of each Party's Final Position on each Dispute. The Arbitrator shall make a
determination as to each Dispute in favor of the Final Position (as submitted within the first ten
(10) days following the delivery of a Dispute Notice) determined by the Arbitrator to be the most
reasonable of all Final Positions submitted by the Parties in accordance with this Agreement,
which Final Position shall be selected by the Arbitrator without alteration or compromise. In
addition, the Arbitrator shall require the unsuccessful Party/Parties to pay all reasonable costs
and fees, including attorney's fees, of the prevailing Party/Parties and costs and fees of the
Arbitrator. Notwithstanding anything implied to the contrary, the Arbitrator shall have the
authority to award any remedy or relief that a court of the State of North Carolina could order or
grant, except that the arbitrator shall have no authority to award consequential or punitive
damages under any circumstances (whether they be exemplary damages, treble damages, or any
other penalty or punitive type of damages) regardless of whether such damages may be available
under the laws of the State of North Carolina. The Parties hereby waive their right, if any, to
recover consequential and/or punitive damages against any other Party in connection with this
Agreement.
6.1.4 Standards of Conduct. With respect to all aspects of the arbitration
process contained herein the Parties will conduct themselves in a manner intended to assure the
integrity and fairness of that process. To that end, if a Dispute is submitted to arbitration, the
13 NPRALI:E71622.1

Parties will not contact or communicate with the Arbitrator who was appointed as arbitrator with
respect to any Dispute either ex parte or outside of the contacts and communications
contemplated by this ARTICLE 6, and the Parties will cooperate in good faith in the production
of documentary and testimonial evidence in a prompt and efficient manner to permit the review
and evaluation thereof by the other Parties.
6.1.5 Decision. The decision of the Arbitrator with respect to any Dispute
shall be final and binding on all Parties and not subject to appeal, in the absence of fraud, and the
prevailing Party/Parties may enforce the same by application for entry of judgment in any court
of competent jurisdiction or by other procedures established by law.
6.1.6 Time of the Essence. Time is of the essence with respect to the
resolution of any disputes arising hereunder.
6.1.7 Disputes Related to Payments to. and Work Done by Contractors.
Notwithstanding the foregoing or any other provisions contained in this Agreement, Disputes
related to the Budget, bidding procedures, selection of Contractors, payments to Contractors, the
percentage of completion of an Improvement or whether an Improvement has been done in
accordance with Plans and Specifications shall be resolved by an independent, impartial third -
party qualified to resolve such disputes as determined by the Owners. A hearing will be held by
such arbitrator within five (5) Business Days after receipt of notice of Dispute, at which the
applicable Contract Administrator and all Owners shall be present and to which the applicable
Contract Administrator and any and all Owners may bring counsel. The arbitrator may modify
the Rules as the arbitrator deems reasonable or necessary. The arbitrator shall permit the Parties
to provide a statement and evidence as to their position. The arbitrator shall inspect the work or
Plans in question and shall make a decision as promptly as possible. The Parties acknowledge
that there is a mutual benefit in having work done as expeditiously as possible and that there is a
need for a streamlined method of making decisions described in this section so that work is not
delayed.
ARTICLE 7
MISCELLANEOUS
7.1 Notices and Communications. All notices, approvals, and other communications
provided for herein or given in connection herewith shall be validly given, made, delivered, or
served, only if in writing, and delivered personally, by facsimile, or sent by nationally recognized
overnight courier (e.g., FedEx, Airborne, UPS), to the parties at the addresses set forth on
Exhibit "H" hereto, or to such other addresses as any Party or Escrow Agent may from time to
time designate in writing and deliver in a like manner. Notices, approvals and other
communications provided for herein shall be deemed delivered upon personal delivery, upon
receipt by facsimile, or upon receipt when delivered by a nationally recognized overnight
courier, prepaid and addressed as set forth above. Notice to a Party shall not be effective or
received unless and until each required copy of such notice set forth above is received as
provided above. The inability to deliver a Notice because of a changed address of which no
Notice was given or an inoperative facsimile number for which no Notice was given of a
substitute number, or any rejection or other refusal to accept any Notice, shall be deemed to be
the receipt of the Notice as of the date of such inability to deliver or rejection or refusal to accept.
14 NPRALl:971622.1

Any Notice to be given by any party hereto may be given by legal counsel for such party. Any
telephone numbers and email addresses set forth on Exhibit "H" are provided for convenience
only and shall not alter the manner of giving Notice set forth in this Section 7.1.
Notwithstanding the foregoing, in the event that (a) no fax number is provided for a party on
Exhibit "H', but an email address is provided for such party, then such party hereby consents to
transmission of Notice by email in lieu of by facsimile, and agrees that any Notice provided by
email shall be deemed delivered, given, and received as of the transmission by email; and
(b) neither a facsimile number nor an email address is provided for a party, then the date for
delivery shall be extended by the number of days to effectuate alternate delivery of Notice so
long as the Notice was transmitted on the date due.
7.2 Attorneys' Fees. In the event any Party finds it necessary to bring any arbitration
or other proceeding against any other Party hereto to enforce any of the terms, covenants, or
conditions hereof, the Party prevailing in any such action or other proceeding shall be paid all
reasonable costs and reasonable attorneys' fees by the non -prevailing Party/Parties, and in the
event any judgment is secured by said prevailing Party, all such costs and attorneys' fees shall be
included therein, such fees to be set by the arbitrator. This provision shall survive termination or
expiration of this Agreement. With respect to reasonable attorneys' fees, Seller and Buyer
acknowledge and agree that this Agreement is a "business contract" as that term is defined in
Section 6.21.6 of the North Carolina General Statutes and the provisions of this Agreement
regarding the payment of reasonable attorneys' fees are subject to Section 6-21.6 of the North
Carolina General Statutes. The parties also acknowledge and agree that, pursuant to Section 6-
21,E of the North Carolina General Statutes, in any suit, action, proceeding, or arbitration with
respect to this Agreement that primarily is for the recovery of monetary damages, any award of
reasonable attorneys' fees to the prevailing party may not exceed the amount in controversy.
7.3 Further Acts. Each of the Parties hereto shall execute and deliver all such
documents and perform all such acts as reasonably necessary, from time to time, to carry out the
matters contemplated by this Agreement.
7.4 No Partnership; Third Parties. It is not intended by this Agreement to, and
nothing contained in this Agreement shall, create any owner -contractor, contractor -
subcontractor, employer -employee, partnership, joint venture, or other arrangement between or
among any or all of the Parties hereto. No term or provision of this Agreement is intended to, or
shall, be for the benefit of any person, firm, organization, or corporation not a party hereto, and
no such other person, firm, organization, or corporation shall have any right or cause of action
hereunder.
7.5 Entire A erg ement. This Agreement constitutes the entire agreement between the
parties hereto pertaining to the subject matter hereof. All prior and contemporaneous
agreements, representations, and understandings of the parties, oral or written, are hereby
superseded and merged herein. No change or addition is to be made to this Agreement except by
written amendment executed by the Parties hereto.
7.6 Good Standing: Authority. The Parties hereby represent and warrant to one
another as follows: (i) each of the Parties is duly formed and validly existing under the laws of its
state of organization; and (ii) the individuals executing this Agreement on behalf of the
15 rmaAu:971622.1

respective Parties are authorized and empowered to bind the Party on whose behalf each such
individual is signing. ,
7.7 Governing Law. This Agreement is entered into in North Carolina and shall be
construed and interpreted under the laws of the State of North Carolina without regard to conflict
of law principles.
7.8 Severability. If any provision of this Agreement is declared void or
unenforceable, such provision shall be severed from this Agreement.
7.9 Successors and Assigns.
8.9.1 General. The burdens of this Agreement are binding on, and the benefits
of this Agreement shall inure to the benefit of the Parties and all of their assigns and successors -
in -interest; provided, however, that (a) no Owner may assign this Agreement or any rights or
obligations hereunder except in connection with a sale or transfer of such Owner's portion of the
Benefitted Property, and (b) except as specifically provided in this Section 7.9, no assignment
shall release a Party from its obligations hereunder unless previously approved in writing by each
of the Parties.
8.9.2 Notice of Transfer. Any Owner may, during the term of this Agreement,
convey all or a portion of the Parcel(s) owned by such Owner to another party who may or may
not be an Owner (each, a "Replacement Owner"). At such time as any Owner conveys all or a
portion of the Parcels) owned by such Owner (other than conveyances of "Public Lots" as
hereinafter defined) to a Replacement Owner, the conveying Owner shall provide written notice
of the conveyance to each other Party and to Escrow Agent.
7.9.3 Assigmnent and Assumption. In conjunction with any conveyance of a
Parcel(s) or portion(s) thereof, the conveying Owner may assign to the Replacement Owner and
cause the Replacement Owner to assume in writing all rights, liabilities and obligations as an
Owner under this Agreement with respect to the applicable Parcel(s) or portion(s) thereof
conveyed, as if such Replacement Owner had been an original signatory hereto; provided,
however, that notwithstanding any provision in this Agreement to the contrary: (a) such
Replacement Owner shall be deemed to accept and approve (i) the Plans and Specifications as
they exist on the date of the applicable assignment and assumption; (ii) the Budget as it exists on
the date of the applicable assignment and assumption; and (iii) all bids, construction contracts,
and related agreements in effect on the date of the applicable assignment and assumption;
(b) such Replacement Owner shall be deemed to ratify and approve all Costs of the
Improvements incurred on or before the date of the applicable assignment and assumption; and
(c) any approval rights, voting rights, objection rights, and other rights and privileges provided to
the Parties under this Agreement shall apply only to the Replacement Owner as of the date of
events that arise on or after the date such Replacement Owner joins this Agreement. In
connection with (and as a condition to) any assignment described in this Section 7.9, the assignor
shall deliver to the other Parties and Escrow Agent a true and correct copy of the instrument of
assignment and assumption required pursuant to the preceding provisions of this Section, To the
extent the assignment and assumption relates to less than all of a Parcel, the Contract
Administrator shall make a good faith allocation between the conveying Owner and the
16 NPRAL1:871622.1

Replacement Owner of the Prorated Share allocable to such Parcel, which allocation shall be
conclusive and binding upon the applicable parties. The Owners agree that no Funds shall be
released from the escrow account established hereunder in connection with the assignment of
any Party's interest hereunder, it being further agreed that any adjustment, reimbursement, or
payment by and between the assignor and/or assignee as a result of the assigmnent transaction
shall be made directly between such parties outside the escrow hereunder, including, without
limitation, any reimbursement to the conveying Owner for payments attributable to work
previously performed under this Agreement. Any letter of credit deposited by a conveying
Owner shall be released only upon the deposit of a replacement letter of credit that satisfies the
requirements of this Agreement. A conveying Owner shall be released from its obligations with
respect to the conveyed Parcel or applicable portion thereof only so long as all of the following
conditions have been met: (i) the assignment and assumption has occurred in accordance with
this Section and the Replacement Owner has assumed all of such obligations accruing from and
after such assignment and assumption; and (ii) such Owner has paid and satisfied all Draw
Requests delivered on or prior to the occurrence of the assignment and assumption is not
otherwise then in default hereunder; and (iii) such Replacement Owner has posted all applicable
assurances hereunder (to the extent not already posted hereunder), including, without limitation,
any replacement letter of credit as provided in the immediately preceding sentence. The Owners
agree to cooperate with each other as reasonably necessary, at no out-of-pocket cost, to facilitate
an assignment and assumption in accordance with this Section 7.9.
7.9.4 Prorated Share for Conveyed Parcel(s). If less than all of the Parcels
owned by an Owner are conveyed to a Replacement Owner, then upon assignment to and
assumption by a Replacement Owner of the liabilities and obligations of the conveying Owner
under this Agreement as provided above, a revised Exhibit "C" shall be distributed to all Owners
and Escrow Agent, which revised Exhibit "C" shall reflect the adjustment of Prorated Shares
between the conveying Owner and the Replacement Owner and upon such distribution shall be
deemed a part of this Agreement in place of the then prior Exhibit "C".
7.10 Estoppel Certificates. To facilitate any governmental approvals process,
Financing transaction, assignment and assumption of this Agreement, or other reasonably
appropriate action by an Owner in connection with the Project, each Owner shall from time to
time within twenty (20) days following the written request of any other Owner deliver to such
persons as the other Owner may request a statement certifying that to the knowledge of the
Owner, the other Owner is not in default under this Agreement (or specifying any default) and
such other non-proprietary matters as may reasonably be requested,
7.11 Cooperation. Each Owner joining in this Agreement acknowledges that the
detailed planning, improvement, and ultimate development of the Project as a comprehensive
and integrated development requires a significant commitment of financial and other resources
on the part of the Owners. The Owners agree to cooperate with each other, and support the
efforts of Construction Administrator consistent with this Agreement as reasonably necessary
(including, among other things, executing and delivering all documents and performing all acts
as are reasonably requested by Construction Administrator) to facilitate (and, where requested,
expedite) the installation and construction of the Improvements in accordance with the Plans and
Specifications.
17 NPRALI:871622.1

7.12 Counterparts. This Agreement may be executed in one or more counterparts, each
of which shall be deemed an original, but all of which together shall constitute one and the same
instrument. The signature pages from one or more counterparts may be removed from such
counterparts and such signature pages all attached to a single instrument so that the signatures of
all Parties may be physically attached to a single document.
7.13 Business Da , As used herein, the term "Business Day" means a day that is not
a Saturday, Sunday, or day on which commercial banks in the State of North Carolina or the
State of Arizona are authorized or required by applicable law to close. In the event that the date
for the performance of any covenant or obligation under this Agreement shall fall on a day that is
not a Business Day, the date for performance thereof shall be extended to the next Business Day.
Similarly, in the event that the day for the performance of any covenant or obligation under this
Agreement involving Escrow Agent shall fall on a Business Day on which Escrow Agent is
closed for business to the public, the date for performance thereof shall be extended to the next
Business Day on which Escrow Agent is open for business to the public.
7.14 Exhibits. All exhibits to this Agreement are incorporated herein as a part of this
Agreement.
7.15 Effect of Memorandum on Public Lots. The Parties acknowledge that neither this
Agreement, nor, as more fully provided in the Memorandum, the Memorandum is intended to
create conditions or exceptions to title or covenants running with any Public Lot. As a result, in
order to alleviate any concern as to the effect of this Agreement and/or the Memorandum on the
status of title to any Public Lot, this Agreement and the Memorandum shall terminate without the
execution or recordation of any further document or instrument as to any Public Lot. As used
herein, the term "Public Lot" means (a) any individual lot that satisfies all of the following
requirements: (i) is the subject of a recorded subdivision plat, and (ii) has been improved with a
residence or other structure for which the proper governing authority has issued a certificate of
occupancy, and (iii) is leased (for more than a year) or sold to a third party unrelated to any
Party; or (b) any tract that has been conveyed to and accepted by a homeowners association
created in connection with the recording of a subdivision plat; or (c) any parcel that has been
dedicated to and accepted by any Approving Authority. Each Public Lot shall automatically be
released from and no longer subject to or burdened by the provisions of this Agreement and/or
the Memorandum.
Remainder of this page intentionally left blank.
Signature page(s) follows(s).
18 NPRALr:E71622.1

IN WITNESS WHEREOF, the Parties have executed this Agreement as of the day and
year first above written.
OWNERS:
MERITAGE HOMES OF THE CAROLINAS,
INC., a.
By:
Name:
Its:
SM RALEIGH, LLC, a North Carolina limited
liability company
By:
Name:
Its:
ACKNOWLEDGED AND AGREED TO BY ESCROW
AGENT:
METRO TITLE COMPANY, LLC
By:
Name:
Its:
NPRALI:M622.1

IN WITNESS WHEREOF, the Parties have executed this Agreement as of the day and
year first above written.
OWNERS:
MERITAGE HOMES OF THE CAROLINAS,
INC., an Arizona corporation
By:
Name:
Its:
SM RALEIGH, LLC, a North Carolina limited
liability company
By:
Name: ,E
Its: /CE ���/�
ACKNOWLEDGED AND AGREED TO BY ESCROW
AGENT:
METRO TITLE COhVANY, LLC
By:
Name:
Its:
I NPRAL1:871622.1

IN WITNESS WHEREOF, the Parties have executed this Agreement as of the day and
year first above written.
OWNERS:
MERITAGE HOMES OF THE CAROLINAS.
INC., a
By:
Name:
Its:
SM RALEIGH, LLC, a North Carolina limited
liability company
By:
Name:
Its;
ACKNOWLEDGED AND AGREED TO BY ESCROW
AGENT:
METRO TITLE COMPANY
LIZ
Its:
NPRALI;871622.1

LIST OF EXHIBITS
Exhibit "A-1"
Legal Description of Meritage Parcel(s)
Exhibit "A-2"
Legal Description of SMC Parcel(s)
Exhibit "B"
Description of Improvements
Exhibit "C"
Prorated Shares
Exhibit "D-1"
Form of Memorandum of Agreement
Exhibit "D-2"
Form of Termination of Memorandum
Exhibit "E"
Construction Schedule
Exhibit "F"
Budget
Exhibit "G"
Form of Letter of Credit
Exhibit "H"
Notice Addresses
I
NPRALI:871622.1

E%I-IBTT "A-1"
LEGAL DESCRIPTION OF HERITAGE PARCEL(S)
BEING all of Tract 2, containing approximately 5 8.75 6 acres, as shown on a plat entitled "Exempt
Subdivision Map Tracts 1-3 H&B Stephenson Family, LLC," prepared by Robinson & Plante,
P.C., and recorded in Book of Maps 2017, Pages 12-?7 and 2) %9' .,Wake County
Registry.
Exhibit A-1 - Page 1
NPRAL1:871622.1

EXHIBIT "A-2"
LEGAL DESCRIPTION OF SMC PARCEL(S)
BEING all of Tract 1, containing approximately 48.193 acres, and Tract 3, containing
approximately 22.940 acres, as shown on a plat entitled "Exempt Subdivision Map Tracts 1-3
H&B Stephenson Family, LLC," prepared b Robinson & Plante, P.C., and recorded in Book of
Maps 2017, Pages % 2-7 7 and J=_> Wake County Registry.
Exhibit A-2 • Page I
NPPAL1:871622.1

EXMRIT "B"
DESCRIPTION OF IMPROVEMENTS
l.) Woods Creek Road Improvements
a. Necessary clearing, grading, demolition, erosion controls, and stormwater
management efforts.
b. Required curb, stone, paving, striping, signs, median, sidewalk, guardrail
installation.
c. Installation and testing of 12" Waterline backbone with stubs to residential
sections, including all valves, connections, fire hydrants, blow offs, services, and
fittings.
d. Installation and testing of storm system to facilitate drainage.
e. Installation and testing of reuse waterline backbone with stubs to residential
sections, including all valves, connections, blow offs, and fittings.
f. Required landscaping and irrigation.
g. Street light installation if required.
2.) Old Holly Springs -Apex Road Improvements
a. Necessary clearing, grading, demolition, erosion controls, and stormwater
management efforts.
b. Required curb, stone, paving, striping, signs, median, sidewalk, guardrail
installation.
c. Perform milling, tie-ins, and overlay as required to make connections and
facilitate road widening.
d. Installation and testing of 12" Waterline backbone with stubs to residential
sections, including all valves, connections, fire hydrants, blow offs, services, and
fittings.
e. Installation and testing of storm system to facilitate drainage.
f. Relocate overhead and underground utilities if required.
g, Installation and testing of reuse waterline backbone with stubs to residential
sections, including all valves, connections, blow offs, and fittings.
h. Required landscaping and irrigation.
i. Street light installation if required.
3.) Shared Sanitary Sewer Outfalls
a, Tie into existing manhole to be installed by Landeavor
b. Installation of all sanitary mainline, manholes, and laterals from existing outfall as
shown on attached Exhibit B-1.
c. Testing as required for beneficial use,
d. Blasting (if required) to facilitate installation of the sewer system.
4.) Amenities
a. Boardwalk design and installation to facilitate interparcel access with existing
Twelve Oaks.
b. Installation of parking area (approximately 68 spaces)
Exhibit B - Page 1
NPRAL1:871622.1

c. Design and construction of 3500 sf +/- Clubhouse with rest rooms & concession
area.
d. Design and installation of a 4500 sf+/- pool with splash pad & lazy river
including all pool equipment, lifeguard gear, deck furnishings, and required
chemicals.
e. Procurement and installation of a tot lot / play equipment.
f. Installation of an event lawn with optional seating, benches, and trash receptacles.
g. Optional focal point installation.
h. Associated landscaping, hardwaping, and lighting installation.
i. Offsite pickleball court installation and design.
5.) Landscape and Hardscape
a. Design and construction of various entry features to include lighting and dry
utility services.
b. Installation of buffer plantings and maintenance.
c. Installation of street lights for all shared infrastructure.
d. Plant and maintain street trees for Woods Creek Road and Old Holly Springs -
Apex Road as required.
e. Irrigation as required for amenities, entrance corridors, or shared roads.
6.) Mass Grading
a. Engineering design and analysis required to generate construction plans that
facilitate a balanced site.
b. Mass blasting up to 5' below the road subgrade elevation. Trench blasting for
non -shared utilities can be evaluated and performed in conjunction with mass
blasting, but will not necessarily be split on the JDA's suggested pro rata basis.
c. Geotechnical monitoring and engineering for all mass grading efforts
d. E&S including but not limited to perimeter controls, tree protection, diversion
dikes, check dams, sediment basins, and silt traps.
e. Installation of Phase 1 stormwater devices not including final conversion.
f. Stormwater devices are currently assumed to only serve either Stanley Martin or
Meritage sections, but not both builders. If mutual benefit exists for sharing
drainage areas and stormwater devices, Stanley Martin and Meritage shall split
the costs on a pro-rata basis determined by the number of lots that are served by
the stormwater device.
g. Wetland impacts and monitoring as required
h. Retaining wall design and installation (emphasis on minimizing cost, scale,
proximity to property lines, and environmental impacts).
i. Stormwater monitoring and US maintenance
j. Required clearing, demolition, and utility relocation.
7.) Soft Costs For Shared Infrastructure Defined Above
a. Bonds, fees, and permit costs
b. Engineering, architecture, and design
c. Environmental engineering and monitoring
d. Geotechnical engineer and monitoring
Exhibit B - Page 1
rmau.t871622.1

e. HOA documents and setup
f. Bond release efforts
g. Legal fees
h. Construction survey, stakeout, and asbuilts of shared infrastructure and mass
grading.
Exhibit B - Page 1
NPRAL1:871622.1

MERITAGE: 49.12%
SMC: 50.88%
EXHIBIT "C"
PRORATED SHARES
Exhibit C - Page I
NPRALI:871622.1

EXHIBIT "D-1"
WHEN RECORDED, RETURN TO:
FORM OF MEMORANDUM OF JOINT DEVELOPMENT AND ESCROW
AGREEMENT AND NOTICE OF ACCESS RIGHTS
THIS MEMORANDUM OF JOINT DEVELOPMENT AND ESCROW AGREEMENT
AND NOTICE OF ACCESS RIGHTS ("Memorandum") is made and entered into as of the
day of , 201, by and among Meritage Homes of the Carolinas, Inc., an
Arizona corporation ("Meritage"), and Stanley Martin Companies, LLC, a Maryland limited
liability company ("SMC" ). Each of Meritage and SMC are sometimes referred to in this
Memorandum, individually, as an "Owner 'and collectively, as the "Owners."
RECITALS
A. Each Owner owns one or more parcels of unimproved real property (each a
"Parcel" and collectively, the "Parcels" or the `Benefitted Property") located within Wake
County, (the "County'), North Carolina, The Parcel(s) owned by Meritage are more particularly
described on Exhibit "A-1" attached hereto and incorporated herein by this reference, The
Parcel(s) owned by SMC are more particularly described on Exhibit "A-2" attached hereto and
incorporated herein by this reference.
B. The Owners have entered into that certain Joint Development and Escrow
Agreement dated _, 2016 (as the same may be amended, modified, or restated
from time to time, the "JDA"), with respect to the construction of certain improvements
benefiting the Benefitted Property and more particularly described in the JDA.
C. The JDA is intended by the Owners to run with the land and be binding upon,
benefit, and burden the Bonefitted Property.
D. The Owners wish to give actual and constructive notice to all persons dealing
with the Benefitted Property of the existence of the JDA.
MEMORANDUM
I. Pursuant to the terms of the JDA and subject to certain limitations set forth
therein, each Owner is obligated to pay its "Prorated Share" (as such term is defined in the JDA)
of the "Cost" (as such term is defined in the JDA) of each component of the "Improvements" (as
such term is defined in the JDA). Subject to and in accordance with the terms of the JDA, each
Exhibit D-1 -Page I
NPRALI:871622.1

Owner is obligated to make certain payments and deposits so as to provide assurance of its
ability to pay its Prorated Share of the Cost of the Improvements.
2. The obligation of each Owner to pay to its Prorated Share of the Cost of the
Improvements is secured by a lien against the portion of the Benefitted Property owned by such
Owner, which lien may be foreclosed upon in the same manner provided by law for foreclosure
of mortgages.
3. Pursuant to the terms of the JDA, and subject to certain associated obligations and
the limitations set forth therein, each Owner has granted certain nonexclusive rights and licenses
to enter the portion of the Benefitted Property owned by such Owner for the purposes of
constructing the Improvements.
4. Neither this Memorandum nor the Agreement is intended to create conditions or
exceptions to title or covenants running with any "Public Lot" (as hereinafter defined). As a
result, in order to alleviate any concern as to the effect of this Memorandum or the Agreement on
the status of title to any Public Lot, this Memorandum and the Agreement shall terminate without
the execution or recordation of any further document or instrument as to any Public Lot. As used
herein, the term "Public Lot" means (a) any individual lot that satisfies all of the following: (i) is
the subject of a recorded subdivision plat, and (ii) has been improved with a residence or other
structure for which the applicable governmental authority has issued a certificate of occupancy,
and (iii) is leased (for more than a year) or sold to a third party unrelated to any Party; or (b) any
tract that has been conveyed to and accepted by a homeowners association created in connection
with the recording of a subdivision plat; or (c) any parcel that has been dedicated to and accepted
by any Approving Authority. In addition, as more fully provided in the JDA, this Memorandum
shall be automatically released (without the necessity of recording any document) with respect to
the Parcel(s) owned by an Owner upon such Owner's full satisfaction of its obligations under the
JDA, and in such event, notwithstanding that the foregoing release will be automatically
effective, the Owners are required to cause an instrument in recordable form to be executed,
acknowledged, and delivered to such Owner acknowledging the termination of this
Memorandum with respect to the Parcel(s) owned by such Owner.
5. All of the terms, conditions, and agreements contained within the JDA are fully
incorporated herein by reference as if fully set forth herein, and nothing herein shall be deemed
to modify any of such terms, conditions, and agreements (which shall control in the event of
conflict with any portion of this Memorandum).
(Balance of Page Intentionally Left Blank)
Exhibit D-1 -Page 2
NPRALI:871622.1

IN WITNESS WHEREOF, this Memorandum has been executed as of the day and year
first above written.
MERITAGE HOMES OF THE CAROLINAS,
INC., an Arizona corporation
By:
Name:
Its:
STATE OF
COUNTY OF
I certify that personally appeared before me this day, acknowledging to me
that he voluntarily signed the foregoing document for the purpose stated therein and in the
capacity indicated:
Witness my hand and official seal, this the day of , 20 —
(Official Seal)
Notary Public
My commission expires:
Exhibit D-1 -Page 3
NPRAL1:871622.1

STANLEY MARTIN COMPANIES, LLC, a
Maryland limited liability company
By:
Name:
Its:
STATE OF
COUNTY OF
I certify that personally appeared before me this day, acknowledging to me
that he voluntarily signed the foregoing document for the purpose stated therein and in the
capacity indicated:
Witness my hand and official seal, this the day of 20—
(Official Seal)
Notary Public
My commission expires:
Exhibit D-1 -Page 4
NPRALI:871622.1

EXHIBIT "A- I" TO MEMORANDUM OF AGREEMENT
LEGAL DESCRIPTION FOR MERITAGE PARCEL(S)
(Attached hereto)
Exhibit D•I - Page 5
NPRAL1:871622.1

EXHIBIT "A-2" TO MEMORANDUM OF AGREEMENT
LEGAL DESCRIPTION FOR SMC PARCEL(S)
(Attached hereto)
Exhibit D-1 -Page 6
NPPALI:871622.1

EXIIIBIT "D-2"
WHEN RECORDED RETURN TO:
FORM OF TERMINATION OF MEMORANDUM
. The undersigned, being the Owners, or the successors in interest thereto, under that
certain Memorandum of Joint Development and Escrow Agreement and Notice of Access Rights
dated 201 , originally by and among Meritage homes of the Carolinas, Inc.,
an Arizona corporation ("Meritage"), and (" SMC"), recorded
201_ In Official Records Book Page , Register of
Deeds of Wake County, North Carolina (the "Memorandum"), hereby agree and give actual
constructive notice to all persons that the Memorandum is terminated and is of no further force
or effect with respect to the certain real property more particularly described as follows:
[insert legal description]
The remaining real property, if any, described in the Memorandum shall continue to be subject to
the Memorandum, and this Termination of Memorandum does not affect the personal liability of
any person with respect to any obligations that are the subject of the Memorandum or the "JDA"
(as such term is defined in the Memorandum).
[Balance of Page Intentionally Left Blank]
Exhibit D-2 -Page I
NPRAU:871622.1

IN WITNESS WHEREOF, this Termination of Memorandum has been executed as of
the day and year first above written.
MERITAGE HOMES OF THE CAROLINAS,
INC., an Arizona corporation
By:
Name:
Its:
STATE OF
COUNTY OF
I certify that personally appeared before me this day, acknowledging to me
that he voluntarily signed the foregoing document for the purpose stated therein and in the
capacity indicated:
Witness my hand and official seal, this the day of 20
(Official Seal)
Notary Public
My commission expires:
Exhibit D-2 - Page 2
NPRAL1;871622.1

STATE OF
COUNTY OF
I certify that
that he voluntarily
capacity indicated:
STANLEY MARTIN COMPANIES, LLC, a
Maryland limited liability company
By:
Name:
Its:
personally appeared before me this day, acknowledging to me
signed the foregoing document for the purpose stated therein and in the
Witness my hand and official seat, this the day of
(Official Seat)
Notary Public
My commission expires:
20 _
Exhibit D-2 - Page 3
NPRAL1 M622.1

EXHIBIT "E"
CONSTRUCTION SCHEDULE
TO BE DETERMINED
Exhibit E • Page 1
NPRALI:871677.1

EXHIBIT "F"
BUDGET
Exhibit F - Page 1
NPRALI:871622.1

EXHIBIT "G"
FORM OF LETTER OF CREDIT
[issuer] - CONFIDENTIAL
DATE: 20
IRREVOCABLE STANDBY LETTER OF CREDIT NO.
ISSUING BANK:
BENEFICIARY:
APPLICANT:
AMOUNT:
NOT TO EXCEED U.S. $
NOT TO EXCEED
EXPIRATION:
AND /I00'S U.S. DOLLARS
AT OUR COUNTERS
WE, [issuer], HEREBY ESTABLISH OUR IRREVOCABLE STANDBY LETTER OF
CREDIT NUMBER IN BENEFICIARY'S FAVOR FOR
ACCOUNT OF THE ABOVE -REFERENCED APPLICANT, IN THE AMOUNT OF
AND /100 U.S. DOLLARS (U.S.
$ ) AVAILABLE BY PAYMENT AGAINST DRAFT(S) DRAWN
AT SIGHT ON [issuer name and address], BEARING THE CLAUSE "DRAWN UNDER
[issuer name] IRREVOCABLE STANDBY LETTER OF CREDIT NUMBER
Exhibit G - Page I NPRAL1:871622.1

DATED ", ACCOMPANIED BY THE
FOLLOWING DOCUMENTS:
1. YOUR SIGNED AND DATED STATEMENT WORDED IN THE FORMAT
ATTACHED HERETO AS ATTACHMENT "A" AND INCORPORATED HEREIN BY
THIS REFERENCE; AND
2. THE ORIGINAL OF THIS LETTER OF CREDIT FOR OUR ENDORSEMENT ON
THIS LETTER OF CREDIT OF OUR PAYMENT OF SUCH DRAFT.
PARTIAL AND MULTIPLE DRAWINGS ARE PERMITTED UNDER THIS LETTER OF
CREDIT.
WE HAVE BEEN INFORMED BY .APPLICANT, BUT DO NOT INDEPENDENTLY
VERIFY THAT THIS LETTER OF CREDIT IS ISSUED IN CONNECTION WITH
BENEFICIARY ACTING AS ESCROW AGENT FOR ESCROW NUMBER
THE PRECEDING SENTENCE IS INSERTED INTO THIS LETTER OF CREDIT FOR
INFORMATION PURPOSES ONLY AND WILL NOT AFFECT, OR BECOME A PART OF,
THE TERMS AND CONDITIONS OF THIS LETTER OF CREDIT.
IF ANY INSTRUCTIONS ACCOMPANYING A DRAWING UNDER THIS LETTER OF
CREDIT REQUEST THAT PAYMENT IS TO BE MADE BY TRANSFER TO AN
ACCOUNT WITH US OR AT ANOTHER BANK, WE AND/OR SUCH OTHER BANK MAY
RELY ON AN ACCOUNT NUMBER SPECIFIED IN SUCH INSTRUCTIONS EVEN IF THE
NUMBER IDENTIFIES A PERSON OR ENTITY DIFFERENT FROM THE INTENDED
PAYEE,
THIS LETTER OF CREDIT SETS FORTH IN FULL OUR UNDERTAKING, AND SUCH
UNDERTAKING SHALL NOT IN ANY WAY BE MODIFIED, AMENDED, AMPLIFIED
OR LIMITED BY REFERENCE TO ANY DOCUMENT, INSTRUMENT OR AGREEMENT
WHATSOEVER IN THIS LETTER OF CREDIT AND ANY SUCH REFERENCE WILL NOT
BE DEEMED TO INCORPORATE INTO THIS LETTER OF CREDIT SUCH DOCUMENT,
INSTRUMENT OR AGREEMENT
IT IS A CONDITION OF THIS LETTER OF CREDIT THAT THE AMOUNT AVAILABLE
TO BE DRAWN UNDER THIS LETTER OF CREDIT SHALL BE AUTOMATICALLY
DECREASED WITHOUT AMENDMENT UPON OUR RECEIPT OF A REDUCTION
CERTIFICATE FROM YOU, IN THE FORM OF ATTACHMENT "B" TO THIS LETTER OF
CREDIT WITH THE INSTRUCTIONS IN BRACKETS THEREIN COMPLIED WITH AND
OUR RECEIPT OF SUCH REDUCTION CERTIFICATE SHALL BE TAKEN AS YOUR
AGREEMENT THAT THE LETTER OF CREDIT MAY BE REDUCED TO THE AMOUNT
INDICATED ON SUCH REDUCTION CERTIFICATE.
IT IS A FURTHER CONDITION OF THIS LETTER OF CREDIT THAT IT WILL BE
CANCELLED UPON OUR RECEIPT OF A CANCELLATION CERTIFICATE BY YOU
FROM YOU IN THE FORM OF ATTACHMENT "C" TO THIS LETTER OF CREDIT WITH
THE INSTRUCTIONS IN BRACKETS THEREIN COMPLIED WITH, TOGETHER WITH
THE ORIGINAL OF THIS LETTER OF CREDIT.
Exhibit G - Page 2 rmwa.is71e22.1

Operations and Maintenance Plan
System Description:
The 12 Oaks phase 9 development consists of 450 single family lots and an amenity center. All
of the landscaped open space, the 450 lots, and the amenity center will be irrigated with
reclaimed water. The reclaimed water is provided by the Town of Holly Springs via 12"
distribution lines that are connected to the Town of Holly Springs's reclaimed water tower
located on New Hill Road. These offsite reclaimed lines run within Old -Apex -Holly Springs
Road and Woods Creek Road and are all within NCDOT right of way and are maintained by the
Town of Holly Springs.
Five service connections are made from the 12" main distribution line to the subdivision. Each
of the connections have a master meter, flow sensor, and gate valve placed just inside the
property at the right of way line. Additionally, a satellite controller will be installed at each
master meter/ flow sensor location. The controllers divide the project into 5 different zones.
Please see the attached color -coded map that shows what areas each meter and satellite controller
cover. 2.5" purple PVC reclaimed distribution lines will connect to the master meter and will be
run through the subdivision to serve every lot, the amenity center and landscaped open space.
An electric valve will be placed at each lot, landscaped open space area, and the amenity center
that can be controlled by the satellite controller for that master meter area. Using this type of
system, the control operator can monitor flow and make program changes to each electric valve
as needed based on actual field conditions, temperature, and weather (see attached overall system
plan sheet).
System Operation:
The Irrigation manager will comply with all local and state regulations. Irrigation system to be
operated and managed by HOA to ensure acceptable landscape health. System operation to
provide adequate landscape irrigation to supplement effective rainfall as needed April through
October. Irrigation system will be winterized the months of January, February, March,
November, and December.
Irrigation water will be applied in such a manner as to not create runoff into adjacent areas not
approved for reclaimed water application. Irrigation system scheduling will not exceed the Soil
Scientist's maximum application recommendation of 0.5 inches per hour.
System Maintenance:
Refer to Town of Holly Springs Reclaimed Water Designer, Contractor, and User Training
Powerpoint for system operation and maintenance procedures.
ham•//www hollyspringsnc us/DocumentCenter/View/1287/Reclaimed-Water-Packet?bidld=

Spill Control Provisions:
Irrigation water will be applied in such a manner as to not create runoff into adjacent areas not
approved for reclaimed water application. The amount of flow is metered, and any excessive
flow will flag the need for an immediate site evaluation in the area where high flows were
detected. Reclaimed water irrigation system malfunctions resulting in a leak will be corrected
promptly. The reclaimed water is purchased from the Town of Holly Springs so the cost of
running the system will be monitored. Any unusual increases in billing will be cause for an
immediate site inspection. The distribution lines have been designed with valves to isolate any
leaks. In the event of a leak install a barrier and find the nearest valve to shut off the irrigation
system. Report all spills and discharges immediately.
Contact Information:
Town of Holly Springs Public Utilities Department [phone]
North Carolina DEQ Division of Water Quality [phone]

644 Town of Holly Springs
Reclaimed Program
Town of Holly Springs Reclaimed User Education Packet Cover Sheet
(for we byFinance Department for all new reclaimed accounts)
❑ Town of Holly Springs Reclaimed User Education Packet Cover Sheet (19036) - Read this
Flrstl
❑ Town of Holly Springs Reclaimed Irrigation Program Brochure (19011)
❑ Holly Springs Reclaimed Water Designer, Contractor and User Training Powerpoint
❑ Holly Springs Reclaimed Water Magnet
Owner Certification
I understand that my property is provided with a special classification of water - reclaimed
water - for irrigation purposes. Furthermore, I understand that I may use reclaimed water only
for irrigation and that the Town may enter my property at any time for the purposes of
inspection for compliance.
I certify that I have received a copy of read, and agree to comply with all requirements
outlined in the Town of Holly Springs Reclaimed User Education Packet. I am aware that
there are Local and State rules regarding the use of reclaimed water and agree to comply
accordingly. Furthermore, I am the person responsible for insuring that all habitants of this
property comply with these regulations and understand that failure to abide by the regulations
may subject me or the property owner to enforcement actions by the Town of Holly Springs in
accordance with Town Ordinances and Policy regarding reclaimed water.
Property Owner Name (please print)
Signature
Date
Address
Account# Contact Phone# City, State, Zip
• This certification to be kept on file by Finance Department as documentation of training
Finance to Copy Engineering Office Manager for Updating User List
19036 User E&udon Covet
3/t3111

THE TOWN or
Holly
Springs
NORTH CAROLINA
RECLAIMED WATER IRRIGATION
PROGRAM
Welcome to Holy Springs
Your neighborhood or business is located in
the Town's Reclaimed Water System service
area. This means that reclaimed water Is
available to you for irrigation purposes. By
using this reclaimed water resource
respon3iby, you are helping conserve the
Town's potable water reserves and protect
our natural environment
Reclaimed water can be Identified by the
lavender or'purple°color pipes, meter boxes,
and other system components. This is a rule
mandated by the Slate of North Carolina for
reclaimed water system. So, 'think purple°
when using reclalmedwaterl
WHAT IS RECLAIMED WATER?
Reclaimed water is produced at the Town's
Utley Creek Water Reclamation FaCiliy.
Reclaimed water is wastewater that has been
processed through advanced treatment
systems to meet stringent reclaimed water
quality standards that are mandated by the
State of NC.
Reclaimed water is an environmentally
friendly product because it minimizes the
amount of potable water that must be
produced to meet the Town's water demands.
19011 Redeimed WatecerigaSon Ymgmm eroeh,va
323111
Reclaimed water is safe, and contact with it
will not cause any harm to people, pets, or
property. However, use is regulated by the
State of North Carolina to minimize direct
human contact. Reclaimed water systems
have operated for years in other towns and
states although it is a new program In Holly
Springs.
HOW CAN WE USE RECLAIMED WATER?
Residential and Business customers may use
reclaimed water for landscape irrigation,
especially in irrigation systems designed or
converted to comply with the Town's
Reclaimed water Irrigation requirements.
Reclaimed water can also be used for a
limited number of other purposes; however
this brochure's focus Is on using reclaimed
water for Irrigation only.
Bulk reclaimed water is also available. An
account, special permit, and special bulk
water training are required to use bulk water.
Contact the Public Utilities Department to see
if your business can benefit from reclaimed
water.
HOW CAN I GET RECLAIMED WATER?
Properties that have reclaimed water
available will have two water meter boxes at
the street. One meter will have a standard
grey metal colored lid, and is your potable
vrater service. The other meter box will have a
purple lid and Is your reclaimed water service.
If you have a reclaimed meter box and
already have an irrigation system, it is
connected to the reclaimed water system.
If you don't have an irrigation system but want
to install one, or you have one and want to
modify It, you must contact the Town Code
Enforcement Department to initiate the
permitting and approval process.
Applications and design guidelines are
available at the Town Code Enforcement and
Engineering Departments.
RECLAIMED IRR
REQUIREMENTS
Must receive permits form the Town of
Holly Springs
Reclaimed irrigation systems have been
specially designed fordistribubng
reclaimed water. Changing the liming,
programming, or heads in your system
should only be performed by a licensed
Irrigation contractor in order to insure
thatToym and State requirements are
rnet.
The rainfall sensor must also be
connected and function at all times.
WHY DO I HAVE TO HAVE A PERMIT?
Nodh Carolina requires the Town to review
and approve all usage of reclaimed water.
After meeting all requirements established by
the Town, you may be permitted to use
reclaimed water. These requirements include
customer/homeowner training.
1. WHAT ARE ALLOWED USES?
a Watering lawns, tees, flower beds

♦ Decorative ponds and fountains with no
drain to surface waters orstorm drains
♦ Pestidde and fertilizer application (water
from bulk loading station can be used for
this)
♦ Concrete Mbdng (water from bulk loading
station can be used for this)
2. WHAT IS NOT ALLOWED:
♦ Irrigation during inclement weather (rain)
♦ Do not water excessively
♦ Do not allow runoff from Irrigated areas
to run into the street, ditches, or streams
♦ Do not water until ponds or pools form In
your lawn
♦ NEVER connect a reclaimed water hose to
any part of your house plumbing
♦ Only use your reclaimed water for
approved uses
♦ If you dont know if you should, ask first!
♦ No hose bibs allowed on reclaimed water
system
♦ Do Not Ddnk
3. OTHER PROHIBITED USES
In general, reclaimed water cannot he applied
within 25 feet of ponds, streams, or wellands.
It cannot be applied within 100 feet of any
water well. These buffers will be identified
when you apply for an Irrigation system
permit.
Currently North Carolina and Town rules also
prohibit the following uses:
♦ tvaterng or bathing pets
♦ Washingyourcar
♦ Filling your svilmming pool
1P011 Reclaimed Warerlrrigaion P�ogramarochure
3423/11
♦ Fling your hot tub
♦ Recreational uses
a Watering food crops
♦ Toilet flushing
4. MALFUNCTIONS OR VIOLATIONS
If any part of your reclaimed system
malfunctions (i.e. a line break, leak, rainfall
sensor or controller failure, etc.) or if you
suspect you may have a violation of allowed
uses, take the following actions:
♦ Immediately stop the water flow!
♦ Report incidents to the Town Department
of Public Utilitles ASAPI
♦ Repair or replace damaged equipment
before turning the water back on
Owners who have accidental violations will
not be penalized if they are reported and
corrected promptly. However negligence,
Intentional, or malicious acts will be subject to
enforcement actions andlor penalties per
Town Ordinances and Policies.
Town of Holly Springs
Reclaimed Water System
6. TIPS ON INCIDENTAL CONTACT
Incidental contact with reclaimed water Is not
harmful. Here are a few do's and don'ts:
♦ it is safe to walkon grassthat is being
Irrigated with reclaimed ureter, however
don't allow children to play under the
reclaimed sprinklers during use
Do practice good hygiene — wash with
soap and water from a potable faucet if
you come in contact with reclaimed water
Normally launder your clothes
Do not use reclaimed water containers
for potable (drinking) water
Do not store reclaimed water for over 72
hours
Properly use reclaimed water or return it
to the sewer system
6. WHO DO CONTACT?
♦ Public Utilities Department
019.577.1090
♦ Reporta spill of reclaimed water or
violation
91g.577.1090
After hours 919.652.6221
♦ Code Enforcement Department
919.577.3915
♦ Engineering Department
919.557.3838
♦ Finance Department
919.557.3920
♦ vrow.reuseinuse.us
Tom or Holly Swings
PO Box 0
128 South Plain Street
Holly ep ings, No 27840

HOLLY SPRINGS, NC
RECLAIMED WATER TRAINING
Reclaimed Water Designer, Contractor and User
Training
Rev. February zon
This presentation provides required training for all users, designers, and contractors on the requirements for reclaimed water
46 R�v'mcdlY itidy�eim 19039

mat IS Kecialmea Waterr
® Highly treated wastewater that has gone
through advanced treatment processes that
remove solids, organics, and pathogens
® Has been filtered and disinfected with UV
and chlorinated
® is colorless and odorless
® Water that meets the State's health and
safety standards for beneficial reuse
® Regularly tested for compliance
® Also called "Reuse" Water
TounofHa`Y Spdnp
aeawmmwaas�mm 19039 2

ueneMS of Keciaimea water
® Reduces community's risk to droughts
® Defers the need for expanding expensive
potable water supply capacity
® Reduces the amount of nutrients
(Nitrogen and Phosphorus) discharged
into the creek at the WRF
® Expands total supply of water to the
community that increases as the
community grows
T—d-, loly SRA,-�
ReNImcE NSt<r Synsm 19039 3

Lommunrues using Keciaimt!u vvdLrr
® Used by decades in other areas
® Florida and California
® Use in NC relatively new
® Cary, Sanford, Johnston County, OWASA, Raleigh, Wilson,
and others
® Track record of safe use for a variety of purposes
TownofH.11 0-P
.cldmed VAi.. SA. 4
6N

wno must ue i rainea r
Designers of reclaimed water systems
®installers of reclaimed water systems
®Customers receiving reclaimed water
®Customers hauling reclaimed water
®Customers utilizing reclaimed water
® Training is required prior to performing any
duties associated with distribution of reclaimed
water
r wncrwonYspncp
aec!a:meavYmrsynM 19039 5

i raining uumne
® More about Reclaimed Water
® What Are the Benefits of Reclaimed Water?
® What Can Reclaimed Water Be Used For?
e What Can Reclaimed Water NOT Be Used For?
® Application and Review Procedures
® What Are Your Responsibilities as a reclaimed designer,
contractor, customer?
e Spill Prevention / Response
r�sorx<ny WVa¢rsyi ,s
x«mmca nwn 18039 6

water uuanty
® Meeting Water Quality parameters is the
responsibility of the Town's Department of Public
Utilities. Records of Water Quality Data as
required by the State - for parameters such as
Turbidity, TSS, NH3, BOD51 and fecal coliform —are
collected and maintained at the Town's Utley
Creek Water Reclamation Facility (WRF).
e Online turbidity and chlorine residual
instruments provide 24/7 monitoring of the
reclaimed water leaving the WRF. If the reclaimed
water is not in compliance with State requirements
for distribution, delivery of reclaimed water will
cease until back in compliance with required
standards.
r..awurs,a��,
R.Wh<a19039

1<CL1a1111CU VVHLCF VUH11ty rarattICLU,a
Water Quality
Daily
Monthly
Continuous
Recent
Constituent
Maximum
Average Limit
Monitoring
performance
Limit
Limit
Tss, mg/l
10
5
-
< 1
Fecal
25/100 ml
14/100 ml
-
< 6
Coliform
CBOD51 mg/1
15
10
-
<2
NH3, mg/l
6
4
-
<0.5
Turbidity,
-
-
10
<2
NTU
These permit limits have been established by statutory regulation as that which will
provide for protection of public health and environment.
T'OHS also regularly tests for many other parameters, contact the Public Utilities
Department for more information.
19039

Keciaimea water uistri outi®n system
0.12o"Ho„r,51XI
Reailmed lVaersynem 19039 10

Summary of Allowable Uses of Reclaimed Water
All Users
* Reference State of NC 2T rules, latest
version
® Landscape and Turf Irrigation
* Nurseries, greenhouses
® Industrial Non -potable water uses
® Soil Compaction
Dust Suppression
t
* Decorative Fountains
* Street Sweeping (Not Wash ing/Cleani ng)
*Sewer Cleaning
* Town and approved Town contractors
rm�oorxonysy,ae.
ae<wmeamae�synem 19039
11

Summary of Allowable Uses of Reclaimed Water
For Industrial (Non-Irrigation)Users
® Cooling tower, Chillers, and boiler make-up water
® Process, cooling water
® Concrete mixing and cutting
© Hydro -seeding and Fertilizer Mixing
© Make-up waterfor preparation of pesticide
solutions or similar
Use of reclaimed water does not exempt user from meeting
the use and disposal requirements of the created solution.
Pesticide solutions using reclaimed water are exempt from
maximum hold times
o Make-up water for brine slurry
a Brine slurry to be applied to roads to prevent freezing
o Brine solutions using reclaimed water are exempt from
maximum hold times
TaxnepHall Sprirgx
x,mimea ��S'K11Kn 19039 12

Decorative Nonas & Fountains
® General Requirements
® Must drain to the sanitary sewer system
e Cannot drain / overflow into storm sewer or natural waterways
® Town inspection required 48 hours in advance to confirm requirement met
® Signage must be maintained in permanent location:
RECLAIMED WATER — DO NOT DRINK
For further information about reclaimed water
go tothe Holly Springs website:
www.HollySpringsNC.us
or contact the Public Utilities Department at [phone]
® All spills or discharges must be reported to the Town
IMMEDIATELY.
Tmro drudly S,V
Mll.1a ft."yum 19039 13

Prohibited Uses of Reclaimed Water
® Shall not be used to fill swimming pools, hot
tubs, spas or similar devices
e Pressure washing
® Usage not specifically authorized by the
Town's permit
® Uses that violate buffer requirements or
result in runoff
e Uses after > 72 hours of storage time
® No runoff to ditches, streams, storm drains or
water bodies
Watering Pets or livestock
o Household uses
TomofHollysprvy
2--Wr YI4" . 19039 14

uon't unnK Keciaimea water....
Although the reclaimed water
quality is maintained at a high
level, it is NOT intended for
human or animal consumption!
Tb'w OtHOny S'n
Reddmed 6hmr Synem 19039 15

Additional restrictions for use of reclaimed
water (buffers & rates)
® NO overspray or surface runoff to a stream or street,
storm drain, etc
® NO irrigation to the point of ponding
® NO irrigation within 100 feet of any well
e Mandatory "no spray" buffers of 25 feet to streams
and waterbodies
® May not exceed allowable irrigation rate (inches per
hour)
r .aMII,S,dp
Re,W.d WIal Sysmm 19039 16

Obtaining Reclaimed Water
e Permits are required to construct AND use Reclaimed Water
e The Town of Holly Springs is delegated authority by the STATE to issue
permits for both residential and small commercial irrigation users
e In addition to permits that the Town can issue,the NCDENR Land
Application Unit (LAU) issues permits for the following:
o Reclaimed Main Extensions
o Large / Complex Commercial Sites
m Industrial Users
e Both TOHS and LAU require applications, plan submittals, and review
fees
TuxnnfHo11gg.
rt�mam�a nai�syn.m 19039 17

Reclaiane� 4�atef�G�ie Eutensio�j Permits NCDENR'LAl1
€ FoYm RW�512 06
Reclaimed Water Utilization Permits
BUI�iUsgSPermit
Town
Billing Accounts
°'
DCNerS,&:Tanks
r:
Non -Irrigation Permits
NCDENR-LAU
Form RWCS 12-06
Town form 19030
I g rn atron tilizafion Permits
Single Family
Town form 19017'
ComrrlerF�al'<5 acres
Town form.19018
Commercial >5 acres
NCDENR-LAU
Form RWCS 12-06
Town form 19022
Tam erHoilSpringy
Pceldmed12wrsysum 19039
18

Process irtigatigp
PeTMit
�Reclamed.�
Sif
`No Sin .Ie ?. -
Famlly ' Town Permlt� <S Acre3 >S Acres
< Residential
Town Permit i - - -
1
5tate Permit
Gode - Town Permit -
cercient i Enforcement or I (via Tam))
__J ..x.—
TounerHollYSpdoga
RwbimCd merSynam 19039
Slate Pertplt
jvia T9wn)
19

sidential
Commercial
Holly 8pringsisthe permitting agency for all Sngle
Family Fbsldential and Commercial slteswith up to 5
acres of total Irrigated area
® Visit the Engineering Department
• Application Form (TORS # 19017 or 19018)
a A Soils Report is required (an approved study exists
for the Twelve Oaks Subdivision Phase 1 and some
areas in the Business Park)
• A current property survey is required
a Irrigation must be designed and installed by a
licensed designer & contractor —in addition both
musthave received Holly Springs Reclaimed
Training
© Plan Submission and Review
® Town issues construction permits and User Permits
• Construction
a TORS Interim and Final Inspection
Aatilmadl aivsynvm 19039 20

Commercial
NCDENRLAU is the permitting agency for non-
residential sites over 5 acres of total irrigated area
• Visit the Engineering Department
• Application Form RWCS 12-06 and TOHS 19022 (TONS has
partially completed the DENR form and provides Town
Instructions to complete)
• A Soils Report is required —TOHS has studied the Twelve Oaks
Subdivision Phase 1 and areas in the Business Park
• A current property survey is required
• Irrigation design by Licensed Irrigation Designer, Landscape
Architect, or Professional Engineer —1n addition designer must
have received Holly Springs Reclaimed Training
• Irrigation Installation by a licensed irrigation contractor —
contractor must receive Holly Springs Reclaimed Training
• A Professional Engineer Design is required
• Plan Submission and Review to TOHS for review then
forwarding to DENR
• LAU issues approval
• Town Issues required construction permits and User Permits
• Construction
• TOHS Interim and Final Inspections
T•x .W-I spke
xai�mm rm.srn=m 19039 21

Industrial & Commercial Non -Irrigation
NCDENRIAU isthe permitting agency
o Visit the Engineering Department
o Meet with TOHS to review intended use, demands,
and complete a Major User Agreement
o Application form RWCS 12-0612.06 and TOHS
19022 (TONS has partially completed the DENR
form and provides Town instructions to complete)
o A Professional Engineer is required for design —
must have received Holly Springs Reclaimed
Training
o Plan Submission and Review to TOHS for review and
forwarding to DENR
o LAU issues authorization to construct
o Town issues construction permits and User Permits
o Construction
• TOHS Interim and Final Inspections
To.dmlly Sprims
N.11".9 W UZ41 . 19039
Non -Discharge
DENR
Over
' .Major
Unde�Xo o$6lyl�
Minor
,
Distrib'yi
s A•�i
p Ps
22

bout Certifications and Licenses
North Carolina regulates Designers and
Contractors through licensing boards.
o General Contractors (GC)
• Irrigation Designer (CID)
o Irrigation Contractors (CIC)
e Professional Engineers (PE)
o Landscape Architects (LA)
• Surveyors(PLS)
® Soils Scientists (LSS)
Irrigation System designers are not currently
regulated, but many individuals are members of
the groups on the right
Town of Holly Springs requires: Residential
systems to be designed by PE, LA, or CID and
installed by CIC, Lic irrigation contractor, plumber,
or homeowner; Non -Residential systems to be
designed by PE and installed by CIC, plumber, or
Lic irrigation contractor
T----ly PO -eV
aaramW nm�syn`m 19039
a
Irri ti..
ASSOC0
23

rA
® Responsible for compliance with regulations
® Notify Town of any irrigation system changes
® Maintain buffers around wells and streams
* Operate irrigation system in accordance with User Permits
® Maintain the system per installer's directions
© Observe for runoff, overspray, ponding, and adjdst as needed
® Monitor spray zones to comply with maximum application rates
0 Use reclaimed water only for approved uses
® Do not store reclaimed water > 72 hours
® Report all spills to Town
Use good personal hygiene practices
Taxnof Holly Syriny
ReRaimedWaler Ryn.m 19039
24

® Make sure your Designer and/or Installer
provides you with:
o Emergency contact info
e Map of valve & head layout
o Identification of water supply and shutoff instructions
® Design application rate (inches per hour)
o Operating Schedule
o Instructions on adjusting the system
e Irrigation Controller Operation & Maintenance Manual
o Recommended Maintenance Schedule
® Keep 1 copy of the following at/in the
Controller at all times:
e Copy of valve & head layout map
e Emergency contact info for installer
TwnafNally Synngs
xawmmwa=nx- 19039 25

® General 0&M Requirements for End Users
® Watch your irrigation system operate at least once a month,
and look for:
® Water ponding
© overspray or runoff
a Leaks
® Verify program properly operates all zones
m Test for proper operation of equipment (annually):
® Rain sensor or moisture probe
® Backflow preventer (by certified technician)
• Controller battery backup
a Control valves
© Winterize every fall
© Turn controller off
© Drain and/or blow -off all lines
a PROMPTLY CORRECT ANY PROBLEMS YOU OBSERVE!
T.. rNoll, spring
R.W.a m'synem 19039 26

e TONS is Responsible for program compliance with State
regulations
® Provide reclaimed water meeting standards
a Notify users of planned or emergency outages
® Reporting of usage on a monthly basis
® Site inspections — right of entry is included in permits
® Verify buffers around wells and streams
® Observe for runoff, overspray, ponding
® Monitor spray zones for maximum application rates
® Report non -approved usage if observed
® Inspect for cross connections
® Respond to reported spills
® Educate the public on the benefits of using reclaimed water
Toxn ofHoll Synrps
a<d,lm�axlnarn�m 19039
27

es
e Compliance with NC Reclaimed Water.regulations (2T-.0900)
e Follow accepted Irrigation Design standards for wise water
management
o Adhere to Town's Ordinance, Policy P-007.2, and Standards 11.00
e Main Differences between Reclaimed and Potable Irrigation
® Adhere to Soils Report maximum irrigation rate (typically 0.5"/hour)
• Design Zones not to exceed maximum demands
• Color code to identify reclaimed water (purple "Pantone 522")
• Maintain buffers around wells and streams
® Prevent overspray onto pervious surfaces
e Prevent runoff into storm drains, ditches, water bodies
• Prevent Ponding
a Identification of usage (Reuse Water or Reclaimed Water Signs)
o No Cross Connections with any Potable Water
e No Above -grade hose bibs
® Design in accordance with Town / State Permit
ToxnopHolly SpAnm
x«uim<a w,i<sya<m 19039
28

�A
® A Soils Study is required for all irrigation areas
to determine Precipitation Rate
® A study was done for Twelve Oaks initial
residential areas
® Based on amount of water applied in a 1 hour period
© Maximum Rate was 0.50 inches/hour
o Controlled by varying time a zone operates per hour
o Cycles must be at least 2 hours apart
m Most landscaping needs 1" per hour in this area
® Peak system demands are regulated to
maintain adequate supply pressures
® Residential system zones must be designed and
controlled with a maximum demand of 15 gpm per lot
© Larger commercial and public irrigation system zones
may have a maximum demand of 70 gpm
Twn-Mdy srMp
aRwm�awa�syn.m 19039 z
29

® Installers play important role in training the
End Users by providing:
o 'Emergency contact info
o Map of valve & head layout
o Identify water source
e Water supply shutoff instructions
o Design application rate
o Operating Schedule
o Instructions on adjusting the system
o Controller Operation & Maintenance Manual
o Recommended Maintenance Schedule
Leave a copy of the following in the Irrigation
Controller
o Copy valve & head layout map
o Emergency contact info for installer
roWn<rHoi�yspa�p
x<nammuamsm`m 19039 30

® General 0&M Requirements for End Users
e Watch system operate at least monthly, and look for:
e Water ponding
o Overspray or runoff
a Leaks
e Verify program properly operates all zones
e "rest for proper operation (annually):
e Rain sensor or moisture probe
e Backfiow preventer (by certified technician)
• Controller battery backup
e Control valves
a Winterize every fall
e Turn controller off
e Drain and/or blow -off all lines
46 TovnuyHully Synnpz
rt�.iimeaynmsrx`m 19039 31

intormation/ tmergency contact
For additional information or concerns regarding the
policies or details of the Reclaimed Water Program,
please contact :
Reclaimed Water Program Manager
Amy Moore
Public Utilities Director
919-577-1090
919-552-6221 After Hours
T- of Helly 1111.
Z'12 NMar x. 19039 32

e Users shall transport and apply the reclaimed water in such a
manner to prevent spillage.
e Irrigation water shall be applied in such a manner as to not
create any runoff which would flow into adjacent areas not
approved for reclaimed water application.
e If runoff or ponding begins to occur during the application of
reclaimed water and is confined to the approved area:
® Application shall be ceased immediately until the cause of the
ponding or runoff is remedied
o Truck driver providing the water shall remain at the site of
irrigation until all water infiltrates into the soil
• Truck driver shall provide signage to notify the public of the
presence of reclaimed water
T—n.M.11y Spiws
a<.ulm�awm<rsrnvm 19039 33

sponse
® If ponding or runoff leaves the application
site or occurs in a location which would not
otherwise be deemed acceptable for
reclaimed water application, the following
steps shall be followed.
® Application shall be stopped immediately
upon observation of a spill.
• Truck driver shall notify the Town's
emergency contacts listed on the Reclaimed
Water Information Sheet to report the spill.
® If ponding occurs, then appropriate signage
shall be installed to warn the public of the
presence of reuse water until the spill is
remedied.
r morxany sya��
Rcohimadlv�lcr Synem 19039 34

® If the spill occurs on an impermeable surface
which would allow the water to flow to a
nearby storm drainage device such as a catch
basin:
® the storm drainage device shall be blocked to
prevent flow from entering the device until the
reclaimed water is removed or evaporates.
The Hauler shall remain at the site until the spill
is remedied or Town personnel arrive in
response to the spill notification. Town
personnel will determine the best remedy to
the spill.
If runoff occurs which allows reclaimed water to
enter any storm drainage system or nearby
surface water body, this shall be reported to the
North Carolina Department of Natural
Resources in accordance with the permits.
TannofHo11y5yfinQs
w«mmaa wmersysmm 19039 35

tnrorcement
Holly Springs has enforcement authority over users of
water, sewer, and reclaimed water
®Violations (training, permit, regulations)
® Retake training (required)
Repeated violations
® will result in revocation between 6 months and
permanent revocation, to be determined by the
Town Staff on a case by case basis
16 TwnofHaliy Sp Mg
0.edvimcdlYaiu S"". 19039 36

(Not applicable for users trained in Finance Department)
received the Town of Holly Springs Reclaimed
Water Designer, Contractor, and User Training dated August 2010.
By signing below, I fully acknowledge receipt and understanding of the rules for
design, construction and use of Reclaimed Water within the Town of Holly
Springs
Address
Print Name Here
Signature
Date
19039
Town of Holly Springs
Authorized Signature
Certification No.
37

State of North Carolina
Department of Environmental Quality
�•.,
Division of Water Resources
m4a�
9DIVISIon of Wafer Resources 15A NCAC 02U — RECLAIMED WATER SYSTEMS — CONJUNCTIVE UTILIZATION
FORM: RWCU 06-16
I. CONTACT INFORMATION:
1. Applicant's name: Meritage Homes of the Carolinas
Mailing address: 3005 Carrington Mill Blvd, Suite 100
City: Morrisville State: NC Zip: 27560-_
Telephone number: 919 926-2600 Email Address: kirby.laforcenn,meritagehomes.com
2. Signature authority's name: (per 15A NCAC 2T .0106) Title: Vice Pres. of Development
3. Consulting Engineer's name: Thomas Spaulding License Number: 19375
Mailing address: 972 Trinity Road
City: Raleigh State: NC Zip: 27607
Telephone number: [phone] Email Address: [e-mail]
4. Consulting Soil Scientist's name: Ricky Pontello License Number: 1232
Consultants
Mailing address: 8412 Falls of Neuse Road, suite 104
City: Raleigh State: NC Zip: 27615
Telephone number: 919 846-5900 Email Address: rpontelloasandec.com
5. Consulting Agronomist's name: Same as soil scientist Firm:
Mailing address:
City: State: _ Zip: .
Telephone number: (_) _-_ Email Address:
III<11=14130316K,4M_ 41
1. Reclaimed water user name(s): 12 Oaks phase 9 Home owners
User facility physical address: 7251 Woods Creek Road
City: Holly Springs State: NC Zip: 27540 County: Wake
Firm: Spaulding & Norris
Firm: Soil & Environmental
2. Facility status: Proposed
3. What is the proposed beneficial use(s) of the reclaimed water in accordance with 15A NCAC 02U .0101(a)?
(Check all that apply)
® Irrigation (non food crop)
❑ Cooling towers
❑ Fire protection (non-residential)
❑ Other (specify):
❑ Irrigation (food chain crops) ❑ Industrial process water make up
❑ Chiller/Boiler makeup ❑ Urinal/Toilet flushing (non-residential)
4. Estimated amount of reclaimed water to be used: 164,560 gallons per day
5. Does the reclaimed water source facility already have a permit for generation of reclaimed water? ® Yes or ❑ No
✓ If Yes, list permit number: W00032289
✓ If No, then the Reclaimed Water Generation application (FORM: RWG) must also be included in this package.
6. In accordance with 15A NCAC 02U .0501fa 2%) and (b)(2), how will the public and/or employees be notified about the use of
reclaimed water? Homeowners will be provided information as well as signs will be posted
FORM: RWCU 06-16 Page 1 of 7

7. Specify the location within the application package where examples of notification materials can be found:
FORM: RWCU 06-16 Page 2 of 7

III. UTILIZATION AREA SETBACKS (15A NCAC 02U ,0701)
1. Provide the actual minimum distance in feet from the storage units and utilization areas to each item listed (distances greater
than 500 feet may be marked N/A):
Utilization Areas
Final Effluent Storage
Setback Parameter
Units
Required
Actual
Required
Actual
Any private or public water supply source
100
N/A
Any property line
50
N/A
Any well with exception of monitoring wells
100
N/A
100
N/A
Surface waters (streams — intermittent and perennial,
perennial waterbodies, and wetlands) classified as SA
100
N/A
50
N/A
Surface waters (streams — intermittent and perennial,
perennial waterbodies and wetlands not classified as SA
25
26.5
50
N/A
2. Do the utilization areas and storage units comply with all setbacks found in the river basin rules (15A NCAC 28 ,t1200)?
® Yes or ❑ No
✓ If no, list non -compliant setbacks:
3. Are any setback waivers required in order to comply with 15A NCAC 02U .0701? ❑ Yes or ®No
✓ If yes, have these waivers been written, notarized signed by all parties involved and recorded with the County Register
of Deeds? ❑ Yes or ❑ No
✓ Ifyes, has a Non -Discharge Wastewater System Waiver
❑ Yes or ❑ No
been included with this application package?
IV. DESIGN CRITERIA FOR DISTRIBUTION SYSTEMS (15A NCAC 02U .0403)
1. Fill in the table below to indicate the location in the plans and specifications where the following items can be located:
Distribution System Design Element
Plan Sheet
Specification PageNumber
Number
Labeling of valves, storage facilities, and outlets to warn the public or
employees that reclaimed water is not intended for drinking in
IR-I thru IR-15
2,3,5,6,32,41,48
accordance with 15ANCAC 02U A403
Identification of piping, valves, and outlets as reclaimed water
(i.e., color coding purple, labeling, taping, etc.) in accordance with 15A
IR-15
2,3,5,6
NCAC 02U .0403 c a
Method of securing valves and outlets the permits operation by
IR-1 thru IR-15
7-24
authorized personnel only in accordance with 15A NCAC 02U .0403
Hose bibs locked for use by authorized personnel only in accordance
with 15A NCAC 02U .0403 e
N/A
N/A
a Identification of existing underground distributions systems shall be incorporated within 10 feet of crossing any water
line or sanitary sewer line.
2. Will potable water be used to supplement the reclaimed water system? ❑ Yes or ® No
✓ If yes, what cross connection control measures will betaken in accordance with 15A NCAC 02U 0403(f)?
Plan Sheet Number
Specification Page Number
✓ If yes, is documentation that the proposed cross -connection control measures have been approved by the Division of
Environmental Health's Public Water Supply Section included in this application package? ❑ Yes or ❑ No
3. Has each utilization area been equipped with a flow meter to accurately determine the volume of reclaimed water utilized?
® Yes or ❑ No
FORM: RWCU 06-16 Page 3 of 7

V. DESIGN INFORMATION FOR EARTHEN STORAGE IMPOUNDMENTS: 15A NCAC 02U .0401
IF MORE THAN ONE IMPOUNDMENT, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY
1. Are there any earthen reclaimed water operational storage impoundments located at the utilization site(s)? ❑ Yes or ® No
✓ If no, then skip this Section V.
2. Storage Impoundment Coordinates (Decimal Degrees): Latitude: Longitude: - °
3. Do any impoundments include a discharge point (pipe, spillway, etc)? ❑ Yes or ❑ No
✓ If Yes, has the required NPDES permit been obtained to authorize the discharge of reclaimed water? ❑ Yes or ❑ No
➢ Provide the NPDES permit number or the date when NPDES application was submitted:
4. Are subsurface drains present beneath or around the impoundment to control groundwater elevation? ❑ Yes or ❑ No
5. Is the impoundment designed to receive surface runoff? ❑ Yes or ❑ No
If yes, what is the drainage area? ft2
6. Is a liner provided with a hydraulic conductivity no greater than 1 X 10 6 cm/s? ❑ Yes or ❑ No
✓ If No, has the Applicant provided data to show that the reclaimed water source is protective of the groundwater standard
for nitrates (10 mg/1)? ❑ Yes or ❑ No
7. What is the depth to bedrock from the earthen impoundment bottom elevation? ft
✓ If the depth to bedrock is less than four feet, has the Applicant provided a liner with a hydraulic conductivity no greater
than 1 x 10"' cm/s? [] Yes, ❑ No or ❑ N/A
Has the Applicant provided predictive calculations or modeling demonstrating that surface water
or groundwater standards will not be contravened? ❑ Yes or ❑ No
✓ If the earthen impoundment is excavated into bedrock, has the Applicant provided predictive calculations or modeling
demonstrating that surface water or groundwater standards will not be contravened? ❑ Yes, ❑ No or ❑ N/A
8. If the earthen impoundment is lined and the mean seasonal high water table is higher than the impoundment bottom elevation,
how will the liner be protected (e.g., bubbling, groundwater infiltration, etc.)? _
9. If applicable, provide the specification page references for the liner installation and testing requirements:
10. If the earthen impoundment is located within the 100-year flood plain, has a minimum of two feet of protection (i.e., top of
embankment elevation to 100-year flood plain elevation) been provided? ❑ Yes or ❑ No
11. Provide the requested earthen impoundment design elements and dimensions:
Earthen Impoundment Design Elements
Earthen Impoundment Dimensions
Liner type:
❑ Clay
❑ S nthetic
Top of embankment elevation:
ft
❑ Other
❑ Unlined
Liner hydraulic conductivity:
cm/s
Freeboard elevation:
ft
Hazard class:
Select
Toe of slope elevation:
ft
Designed freeboard:
ft
Impoundment bottom elevation:
ft
Total volume:
ft'
gallons
Mean seasonal high water table depth:
It
Effective volume:
ft;
gallons
Embankment slope:
Effective storage time:
days
Top of dam water surface area:
ft,
Plan Sheet Reference:
Freeboard elevation water surface area:
ft2
Specification Section:
Bottom of impoundment surface area:
ft2
FORM: RWCU 06-16 Page 4 of 7

VI. DESIGN INFORMATION FOR CONJUNCTIVE USE IRRIGATION SYSTEMS
1. Will reclaimed water be used for irrigation? ® Yes or ❑ No
✓ If no, then skip this Section.
2. The irrigation system is: ❑ existing ® proposed
3. The irrigation system is: Spray
4. Does the irrigation area contain any subsurface drainage structures? ❑ Yes or ® No
✓ If yes, where does the drainage system discharge?
5. Provide the equipment information below for spray and/or drip systems:
Plan Sheet
Specification
Spray Utilization Design Element
Number
Page Number
Wetted area of nozzles
2,028,763 ft'
IR-15
N/A
Nozzle capacity
0.42-2.86 gpm
IR-15
N/A
Nozzle manufacturer / model
HUNTER/ MPROTATOR,ARC
�-15
IR-] 6
AND PATTERN PER DESIGN
Drip Utilization Design Element
Plan Sheet
Number
Specification
Pa eNumber
Wetted area of emitters
284,622 ft2
IR-15
N/A
Emitter capacity
0.01 gpm
IR-15
N/A
Emitter manufacturer / model
HUNTER / PLD0618R
IR-15
IR-16
6. If applicable, provide the location of each design element in the specifications and engineering plans for irrigation dosing
systems:
Utilization Pump Tank
Plan Sheet
Number
Specification
Pa eNumber
Internal dimensions (L x W x H or (p x H)
ft
ft
ft
Total volume
ft3
gallons
Dosing volume
ft,
gallons
Audible & visual alarms
Equipment to prevent utilization during rain events
FORM: RWCU 06-16 Page 5 of 7

VI. DESIGN INFORMATION FOR CONJUNCTIVE USE IRRIGATION SYSTEMS (Continued)
7. Provide the following information for each irrigation site:
Site
AreaPrecipiation
Recommended
Design
Crop
Waterbody
Classification `
ID
Latitude °
Longitude a
Rate n
Precipitation
Type
Stream
(in/hr)
Rate (m/hr)
Index No. `
1S
35°40'36"
-78052'11"
1,369,
0.40
0.41
Turf
18-7-6.1
C
Spray
379
18-7-6-1-1
78°52'8"
184,8
0.40
0.43
Shrub
18-7-6-1
C
Drip35°4041"
91
18 7 6 1 1
35040'45"
-78052'11"
6593
0.40
0.41
Turf
18-7-6-1
C
S3rNa
84
18-7-6-1-1
Dri
35°40'42"
-78°52'9"
99 73
0.40
0.43
Shrub
18.7-6-1
C
1
18-7-6-1-1
D , „
O , „
O , „
° , „
O , „
O , „
° , II
O , „
O , 11
O , „
Level of accuracy? Nearest minute Method of measurement? Geodetic quality GPS survey Datum? NAD83
For seasonal loading rates, list appropriate months.
Instructions for determining the waterbody stream index number and its associated classification can be found at the following web address:
httpsJ/nodemr s3 amazonaws.comts3fs-vublic/Water%20OualiWAguuufeu%20ProtoctioWIA`U/AsrccmenttAVSCA®/o2008-13.vdf
VII. INFORMATION FOR OTHER CONJUNCTIVE UTILIZATION AREAS (other than irrigation)
1. Will reclaimed water be utilized for purposes other than irrigation? ❑ Yes or ® No If No, slip this Section.
2. Provide the following information for all other reclaimed water utilization sites (non -irrigation):
Site ID
Latitude
Longitude'
Allowable Use
Waterbody/Stream Index No.
Classification
O , „
O 1 „
O , „
O 1 „
O , II
O , II
°
° , „
'. Level of accuracy? Select Method of measurement? Select Datum? Select
b. Instructions for determining the waterbody stream index number and its associated classification can be found at the following web address:
httmJ/Jr�eor s3 am¢azanasrs.co�s3fs-PaublirAWater%20Oualita9AmowStee"/a20Pro¢eciion/H.AS9/Asramceu¢s9WWSCA®/o20fV8.13.odf
FORM: RWCU 06-16 Page 6 of 7

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Z 0 200 400
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1 inch = 400 ft.
r 400 SCALE GRAPHIC SCALE
t PREPARED FOR:
rfvnLw OAKS SUBDIVISION SEAL:
'-^ WSLO 12 OAKS, LLC ��,uu9up9
Ir_ 1001 GREEN OAKS PARKWAY
o HOLLY SPRINGS, WAKE COUNTY, NORTH CAROLINA HOLLY SPRINGS, NC 27540 ��Q�,.••'I••`�irj
PHASE 9 - BULLETIN DATE : 08-28-2018
S&N FIRM CERT. J: C-1875 - S _
o PROJECT ENGINEER:
a SPAULDING & THOMAS J. SPAULDING yO•
& NORM, PA PROJECT CADD DESIGNER: ;r�• •:� ;�
_ Design Consultants JUSTIN W. ROHDE �, S • .`
972 Trinity Road
5 PROJECT SURVEYOR:
Raleigh, North Carolina 2) 85
Phone [phone] Fax [phone] ROBINSON Sc PIANTE, P.C. 8-28-201

VIII. IRRIGATION OF FOOD CHAIN CROPS
1. Will the system be used to irrigate food chain crops? ❑ Yes or ® No
2. If Yes, please complete the flowchart below by checking the appropriate yes/no responses. If No, skip this Section.
Will the portion of the crop intended for
human consumption be peeled, skinned,
cooked, or thermally processed prior to
human consumption?
Yes
Type 1 reclaimed water is
allowed pursuant to 15A
NCAC 02CU A301t9e1, for
direct or indirect contact
irrigation.
IM
Will the irrigation activity result in the
direct contact of reclaimed water on
the portion of the crop intended for
human consumption (direct contact
irrigation)?
Yes
This activity is not allowed
without further study pursuant
to 15ANCAC 02U A401(a%5).
No
Type 2 reclaimed water is
allowed pursuant to
ISANCACO2UBMW for
indirect contact irrigation.
3. For food crop irrigation sites not owned by the reclaimed water supplier, has a Landowner Agreement been included in the
application package as outlined in Instruction I? ❑ Yes or ❑ No or ❑ N/A
4. What type of notification will be provided at the irrigation site(s) to inform the public about the use of reclaimed water in
accordance with 15A NCAC 02U .140U?
FORM: RWCU 06-16 Page 7 of 7

Professional Engineer's Certification: Q
I, / /'rlJW44- Sae wt Aw" , attest that this application for I-L &A-K—S1!14 6 1 �Z
.1p/util GT7J(�U—S6� f �/i 2Wt ei has been reviewed by me and is accurate, complete
and consistent with the information supplied in the engineering plans, calculations, and all other supporting documentation to the best of
my knowledge. 1 further attest that to the best of my knowledge the proposed design has been prepared in accordance with this
application package and its instructions as well as all applicable regulations and statutes. Although other professionals may have
developed certain portions of this submittal package, inclusion of these materials under my signature and seal signifies that I have
reviewed this material and have judged it to be consistent with the proposed design. Note: In accordance with NC General Statutes
143-215.6A and 143-215.6B, any person who knowingly makes any false statement, representation, or certification in any application
package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil penalties up to
$25,000 per violation.
North Carolina Professional Engineer's seal, signature, and date:
/01
Applicant's Certification (signing authority must be in compliance with 15A NCAC 01T.01061:
I, Kirbv Laforce Vice President
(signing authority name — PLEASE PRINT) (title)
attest that this application for 11 Oaks Phase 9 Onsite
(facility name)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that any discharge of wastewater from
this non -discharge system to surface waters or the land will result in an immediate enforcement action that may include civil penalties,
injunctive relief, and/or criminal prosecution. I will make no claim against the Division of Water Resources should a condition of this
permit be violated. I also understand that if all required parts of this application package are not completed and that if all required
supporting information and attachments are not included, this application package will be returned to me as incomplete. I further certify
that the applicant or any affiliate has not been convicted of an environmental crime, has not abandoned a wastewater facility without
proper closure, does not have an outstanding civil penalty where all appeals have been exhausted or abandoned, are compliant with any
active compliance schedule, and do not have any overdue annual fees under Rule 15ANCAC 02T ,0➢05. Note: In accordance with NC
General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement, representation, or certification in
any application package shall be guilty of a Class 2 misdemeanor, which may include a fine not to exceed $10,000 as well as civil
penalties up to $25,000 per violation. /
Signature: Date: lkpfis
FORM: RWCU 06-16 Page 8 of 7

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Environmental Consultants,
8412 Falls of Neuse Road, Suite 104, Raleigh, NC 27615 • Phone: [phone]
smdec.comn
Updated September 6, 2018
November 7, 2016
Spaulding & Norris, PA Project # 5005.S8
Attn: Tom Spaulding
972 Trinity Road
Raleigh, NC 27607
Conjunctive Use Soils Report
Re: Twelve Oaks Phase 9, Town of Holly Springs, Wake County, NC
Executive Summary:
Soil & Environmental Consultants, PA (S&EC) has performed a conjunctive use
soils evaluation for the above mentioned project. This report discusses the soil
evaluation, the dominant soil series encountered on -site, and the recommended
irrigation rates within the various mapped soil units.
This report is being prepared to satisfy the requirements set forth by 15A NCAC
02U .0201 (b) concerning the soils report for conjunctive use wastewater
irrigation systems. Pre -construction fieldwork was completed by S&EC in
October 2016.
Introduction:
S&EC traversed the proposed irrigated yards and observed landforms (slope,
drainage patterns, past use, etc.) as well as soil conditions (depth, texture,
structure, seasonal wetness, restrictive horizons, etc.) through the use of hand
auger borings. From these observations, a detailed soil series map was created
(Appendix 1). At each boring location, the soils were evaluated for their
potential usability for conjunctive re -use irrigation.
Soil/Site Conditions:
This site is located in the Triassic Basin geological region of Wake County. The
upland soils on Phase 9 were originally most similar to the Creedmoor,
Carbonton, Mayodan, Peakin, Whitestore, and Brickhaven soil series in October
2016. S&EC revisited the site in August of 2018 to provide additional soils work
and deep boring profile descriptions. Significant grading has occurred over the
entire site to create cut/filled areas of the above mentioned soil series. The soil
surface and topographic irregularities must be reworked and suitable fill
incorporated in order to be able to irrigate reclaimed water in these areas. Any

temporary sediment basin must be properly abandoned and suitable fill must be
incorporated into any excavated areas if there is a proposal to irrigate reclaimed
water in this area.
Recommended Irrigation Rates:
15A NCAC 02U .0201 (b) stipulates that recommendations regarding the land
application of conjunctive use wastewater shall consider both loading rates of
liquids and maximum irrigation precipitation rates. The net irrigation
recommendation is not to exceed the irrigation rate for the turf crop(s) being
grown in each particular spray area, or 27 inches per year.
Table 1 provides typical ranges for maximum instantaneous irrigation
precipitation rates. Based on the proposed landscape for each residence, the
topsoil will have a sandy loam surface texture. A maximum instantaneous
application rate of 0.5 in/hr is recommended for cut and filled soils (an estimate
within the textural range for slopes from 3 to 9%). Additional benefits to surface
infiltration are also expected from the intensively managed turf grass crops
grown within the wetted areas.
Table 1: Typical ranges of soil infiltration rates by soil texture and slope
Texture
sands
loamy sands
sandy loams and fine sandy loams
very fine sandy loam and silt loam
sandy clay loam and silty clay loam
clay and silty clay
Basic Infiltration Rate (in/hr)*
Slope
-----------------------------------------
0-3% 3-9% 9+%
1.0+ 0.7+ 0.5+
0.7-1.5
0.5-1.0
0.5-1.0
0.4-0.7
0.3-0.7
0.2-0.5
0.2-0.4 0.15-0.25
0.1-0.2 0.1-0.15
Source: Sprinkler Irrigation Association, Sprinkler Irrigation (1969)
0.4-0.7
0.3-0.5
0.15-0.3
0.1-0.15
< 0.1
* For good vegetative cover, these rates may be 25-50% greater. For poor surface
conditions, rates may be as much as 50% less.

Conclusion:
The attached detailed soils map gives an indication of the dominant soil types
and provides soil characterization data for Twelve Oaks Phase 9. Additional
fieldwork or substantiating data may be necessary based on the review by the
Town of Holly Springs and/or NC Division of Water Resources.
This report discusses the general location of soils for on -site surface wastewater
dispersal, and does not constitute or imply any approval or granting of a permit
as needed by the client from Town of Holly Springs and/or NC DWR. S&EC is a
professional consulting firm that specializes in the delineation of soil areas for
wastewater disposal. As a professional consulting firm, S&EC is hired for its
professional opinion in these matters. The rules governing wastewater treatment
(interpreted and governed by local and state agencies) are evolving constantly,
and in many cases, affected by the opinions of individuals employed by the
governing agencies.
If you have any questions or require additional information, please do not
hesitate to call [phone].
5�o soli
Sincerely, ��a
a
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2
Ricky Pontello �FNpRTN
NC Licensed Soil Sci
Appendix 1- Soil Series Map

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� SPAULDING & NORRIS, PA
IVPlanning • Chil Engiavveying • $nvwyitig
Reclaimed Water Systems
Conjunctive Utilization Specifications
ITi7 7
12 Oaks Phase 9
Town of Holly Springs
North Carolina
Submitted By:
Spaulding & Norris, PA
972 Trinity Road
Raleigh, North Carolina 27607
Office: [phone]
Fax: [phone]
Date: February 191h, 2018
S&N Project: 410

Site0ne Landscape Supply
2411 North Main Street
Summerville, South Carolina
29483
[e-mail]
Project: TWELVE OAKS - HOLLY SPRINGS
Date Prepared: November 09 2016

IRRIGATION SUBMITTAL PACKAGE
I
Boxes
Item# Description Mfg. Model#
Item #1 10" Reclaimed Valve Box NDS 111-xxx
Item #2 BASELINE BL-3200 BASELINE LLC
CONFIGURATION & SPEC
GUIDE
Item #3 Valve biCoder BASELINE INC.
Item #4
Item #5
Item #6
Item #7
3200
BL-5xxx
14Ga Maxi Com Cable Red
COLEMAN CABLE 180115C
Coated (Two Wire)
INC
DBRN-600 Connectors
KING INNOVATION 20230 /20235
Lightning Arrestor
BASELINE INC. BL-LA01
PVC Fittings
SPEARS Sch. 40 PVC
MANUFACTURING
CO
Item #8 Pro -Spray 4" Pop-up, Check- HUNTER PROS-04-CV-R
valve, Reclaimed water cap INDUSTRIES
Nozzles
Item # Description Mfg. Model #
Item #9 MP 1000 Rotator 90-210 HUNTER MP100090
Degree Hunt INDUSTRIES
Item #10
2" & 4" PVCBE - SCH 40
CRESLINE PLASTIC
PVCBE REG 5
SLEEVING
PIPE CO.
Item #11
Reclaimed PVC 200 Pp B.E.
CRESLINE PLASTIC
X200BEREC
PIPE CO.
Item #
Description
Mfg.
Model #
Item #12
BASELINE FLOW SENSOR &
BASELINE LLC
PFS FLOW SENSOR
HYDROMETERS SPEC
SHEET
Item #13
HUNTER PGV-10OG
INDUSTRIES
I 2

IRRIGATION SUBMITTAL PACKAGE
Item #14 1" PVC Ball Valve, NSF, Matco-Norca 770x05
Threaded or Solvent
3>

TWELVE OAKS - HOLLY SPRINGS

Item #1: TWELVE OAKS -HOLLY SPRINGS, 10" Redaimed Valve Box, 111-xxx, SiteOne Landscape Supply
� NDS'M TECHNICAL
WE PUT WATER IN ITS PLACE SPECIFICATIONS
NDS Standard Series 10" Round Valve Boxes
Specifications: The NDS STANDARD SERIES 10" round valve boxes and covers are injection molded of structural foam
polyolefin material with a melt index between 10-12. Coloring and UV stabilizers are added, along with processing lubricants
when needed. The 10" round body shall be tapered and have a minimum wall thickness of.200". The cover seat area shall
have 6 structural support ribs on the underside of the seat, each with a minimum thickness of.250". The bottom of the body
shall have a .500" flange. The 10" round cover shall have an average thickness of .250".
7 - I/L
1/7"
1 1 - 5/8"
1/4"
2-1/2" x 2-3/4" Pipe Slot
Product is not to be installed in concrete and is not to be used In vehicular applications. Weights and dimensions are nominal.
y of different options:l-800-726-1994 Please call NDS customer service for availability
e"• W"^'~ ^•.w.. L� Page i of 2

Item Y7: TWELVE OAKS -HOLLY SPRINGS, 10" Reclaimed Valve Box, 111-xxx, SiteOne Landscape Supply
Part Number Box Description Cover Description -Marking Color(Box/Cover) Pallet Qty Weight Ea
Box & Cover
111BC 10" Round Box
Round Overlapping Cover - ICV
Black/Green
180
3.00
1118CB 10" Round Box
Round Overlapping Bolt -Down Cover- ICV
Black/Green
180
3.00
1118C SAND. 10" Round Box
Round Overlapping Cover- ICV
Sand/Sand
180
3,00
111BCR 10" Round Box
Round Overlapping Cover -Reclaimed Water
Black/Purple
180
3.00
111PBCR 10" Round Box
Round Overlapping Cover -Reclaimed Water
Purple/Purple
180
3.00
111BCW 10" Round Box
Round Overlapping Cover - Water
Black/Green
180
3.00
111BCS 10" Round Box
Overlapping Cover -Sewer
Black/Green
180
3.00
111BCBS 10" Round Box
Overlapping Bolt -Down Cover - Sewer
Black/Green
180
3.00
112BC 10" Round Box
Round Overlapping Cover - ICV
Green/Green
180
3.00
Cover Only
111C
10" Round Overlapping Cover -ICV
Green
300
1.00
111C SAND
10" Round Overlapping Cover- ICV
Sand
300
1,00
111CR
10" Round Overlapping Cover - Reclaimed Water
Purple
300
1.00
1110EB
10" Round Overlapping Cover - Electrical
Black
300
1.00
111 CE-GY
10" Round Overlapping Cover - Electrical
Gray
300
1.00
111CW
10" Round Overlapping Cover -Water
Green
-300
1.00
111CS
10" Round Overlapping Cover -Sewer
Green
300
1.00
111 C CATV
10" Round Overlapping Cover - CAN
Green
300
1.00
1110E
10" Round Overlapping Cover - Electrical
Green
300
1.00
111CH
10" Round Overlapping Cover - With Hole, ICV
Green
300
1.00
Box Only
111 B 10" Round Box
-
Black
180
2.00
111E SAND 10" Round Box
Sand
180
2.00
111PB 10" Round Box
-
Purple
180
2.00
111BB
1-1/4" x5/16SS Bolt
Steel
1
0.10
Call for additional options and availability
- roperties of Unfoamed
Resin
ASTM Test Method
Polyolefin
Tensile Strength, Yield
ASTM D 638
3100-4400 PSI
Density
ASTM D 792
.900-.956
Notched Izod Impact Strength
ASTM D 256
4-15 ft. Ibs/in.
Heat Deflection Temperature @
66 PSI, Degreees F. ASTM D 648
165-212 degrees F.
Shipping Configuration
Box & Cover
Pallet
180
Pieces per Stack
10
Stack per Pallet
25
Pallet Dimensions
40"x48"x351/2"
®NDS'
_ - NOS. Customer. Service_
851 N. Harvard Ave
Lindsay, CA 93247
Phone: [phone]
[phone]
Fax: [phone]
[phone]
www.NDSPRO.com
Page 2 of 2

EtiiSEl lNG
BaseStation 3200
Configuration & Specification Guide
' BASE•L1NE.. r
ERPFGATgV SOLUTIONS

BaseStation 3200 Intelligent Irrigation Controller
The BaseStation 3200Tm irrigation controller is the most advanced
smart irrigation controller available today because it offers irrigation
and landscape management tools that are unmatched by any
controller on the market. The BaseStation 3200 can operate AC and
DC solenoids and is available in a completely solar powered
configuration.
a _` 06 Part Number: BL-3200
• Supports up to 200 zones
�, • Supports up to 25 biSensors
• Supports up to 8 master valves and 8 flow meters
• Built-in Ethernet port
N • Automated water source and flow management
• Intelligent Water RationingTM
H • Prioritized programs & water sources
• Compatible with the FlowStation
J
N
C
° Two -Wire & Conventional Wire
n
n
n
N S'
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9
Central Control & Remote Access
Each BaseStation 3200 has the flexibility to support both
two -wire and conventional wire. A controller could be
strictly two -wire or completely conventional wire. Or,
combine the two! The BaseStation 3200 is a great
solution for retrofitting existing sites where two -wire will
be added in the future.
Every BaseStation 3200 includes a built-in Ethernet port so they are
Internet -ready out -of -the -box. Using the built-in Ethernet port or
adding one of the other available communication options allows for
real-time access and remote connectivity through BaseManager
central control and LiveView-rm. Remotely control any BaseStation
3200 with Mobile AccessTM, which turns any mobile smart phone into
the ultimate irrigation remote. The BaseStation 3200 can also be
seamlessly integrated into a building management system with
BACnet ManagerTm

e
BaseManager
BaseManagerTm is Baseline's new cloud -based central control technology. It features an incredibly easy to use
map -based interface and programming tools that allow for complete, real-time access to any BaseStation 3200.
In addition, BaseManager features comprehensive reports, graphs and diagnostic features. BaseManager also
features I NeViewTm LiveView provides access to a BaseStation 3200 just like standing in front of the controller from
any web enabled device.
0
9
3
n
Baseline's Mobile AccessTm is a mobile web application that turns any web -enabled cell phone or other mobile
device into the ultimate remote control. Mobile Access gives users full control of their BaseStation 3200 irrigation
systems. Mobile Access Advanced offers advanced features like real-time device testing, device geo-location,
and more.
BaseManager is also compatible with BACnet ManagerTm. Baseline's BACnet Manager for BaseManager is the
industry's first solution for integrating your irrigation system with a building management system. With BACnet
Manager, any BACnet compatible Building Management System can display important information like water -use
data and system alerts from BaseStation 3200 irrigation controllers.
BaseManager Web Service is available in two ways:
BaseManager: Includes BaseManager Service and Mobile Access
BaseManager Plus: Includes BaseManager Service and Mobile Access Advanced
Every BaseStation 3200 includes 6 Months of FREE BaseManager Plus service.
Cloud -based Options
Self -hosted Server Options
Building Management System Options

E
0
0
0
"X" Series Cabinets
N
Large Metal Wall Mount Enclosure
• 15.50" W x 12.38" H x 6.40" D
• Available in 16-gauge steel & powder coated (X) & 16 gauge 304
stainless steel (XS)
a • Interior/exterior mount
T • Compatible with R-Series Powered biCoders - Can hold up to 48
conventionally wired zones
0
• Compatible with any communication module
How to Specify:
9 BL-320OX
d
0
Pedestal Base for "X" Series Cabinets
a • 15.50" W x 23.00" H x 6.40" D
• Available in 16-gauge steel & powder coated (XP) & 16 gauge 304
a stainless steel (XSP)
d
h How to Specify:
a BL-XP
E
a
y
"P" Series Pedestals
Stainless Steel Pedestal Enclosure
• 17.38" W x 36.25" H x 12.63" D
• 16 gauge 304 grade stainless steel
• Interior/exterior mount
• Compatible with R-Series Powered biCoders - Can hold up to
48 conventionally wired zones
• Compatible with any communication module
How to Specify:
BL-3200P

Communication Options
BaseStations in the "X", "XS", and "P" enclosures are large enough to hold the controller, up to 48 conventionally
wired stations, AND a communication module. The communication module will be built into the enclosure by the
factory when ordered together. Baseline recommends that "X" or "XS" enclosures be specified when a wall -mount
enclosure and communication module is required.
"WL" Ethernet
Every BaseStation 3200 has a built-in Ethernet port. No additional hardware is required for
Ethernet -based communication.
"WF" Wi-Fi Communication Modules
Part Numbers: BL-320OWF-X
BL-320OW F-P
a$2
"CM" Cell Modem Communication Modules*
Part Numbers: BL-CM-X
BL-CM-P
"ER" Ethernet Radio (Spread Spectrum) Communication Modules
Part Numbers: BL-ER-C
BL-ER-X
BL-ER-P
Every Ethernet Radio configuration requires at least one radio that is configured as a gateway. The
BL-ER-C is an Ethernet Radio in a "C" series enclosure with factory default settings as a gateway. It
can also be configured as a repeater. One repeater may be inserted between a gateway and
endpoint if required.
Cell Modem Gateway
� Connect up to 20 controllers to the Internet through a Cell Modem Gateway. Connect
C�S the controllers to the Cell Modem Gateway with an Ethernet Radio Network.
Part Numbers: BL-CM3G-GW
Cell Modem Gateways require a larger cellular data plan. Use BL-CM-SVCI-EXT5 for up to 5
controllers and BL-CM-SVCI-EXT20 for up to 20 controllers. For BaseStations in "X" series enclosures,
the Cell Modem Gateway is a standalone unit in its own enclosure and will require its own power
source. For BaseStations in "P" series pedestals, the Cell Modem Gateway can be installed inside the
unit.
NOTES: Cell modems operate on the AT&T network and require a yearly data fee. Ethernet and Wil modems may require some networl
setup. Ethernet connections require a physical connection to the local network, so on Ethernet drop should also be specified. An Ethernet Radio
is a spread spectrum radio that operates between 902 MHz and 928 MHz. Ethernet Radios require line -of -sight communications and can typically
communicate up to t mile when properly configured with appropriate radio locations and antennas.

E
Conventional Wire
Add up to 48 conventionally wired terminal stations to any BaseStation 3200. Baseline BL-5200 Series Powered
biCoders are available in 12 and 24 station configurations. Specify the conventional wire station count by adding
"-R12", "-R24", "-R36", or "-R48" to any BaseStation 3200 part number.
Example: BL-3200X-R48
T
2
Q
o
2 -
U
N
a
a
J
N C
a
" Baseline Powered biCoder Conventional Wire Module
ru
T
O
U
U
Powerful Retrofit Solutions
a
Every BaseStation 3200 is capable of controlling up to 200 zones in any combination of two -wire and conventional
g wire. Combine multiple existing small -station -count controllers into one controller by replacing one of the old
n controllers with a BaseStation 3200, and one or more old controllers with Powered biCoders in their own enclosure.*
Example: BL-5200X-R36
"X" Series Enclosure Part Numbers: "P" Series Enclosure Part Numbers:
BL-5200X-R12 BL-5200P-Rl2
BL-5200X-R24 BL-5200P-R24
BL-5200X-R36 BL-5200P-R36
BL-5200X-R48 BL-5200P-R48
NOTES: Each BL-5200 Series Powered biCoder must be connected to a BaseStation 3200 with a two -wire path. Please see the
Two -Wire Specifications document for information on wire specifications.

Two -Wire Devices
NumberPart
BL-5201
.. Description
1 valve direct burial biCoder
BL-5202
2 valve direct burial biCoder
BL-5204
4 valve direct burial biCoder
BL-5201 MV
Master valve direct burial biCoder
BL-5201 FIR
Direct burial pump start/stop relay switching biCoder
BL-5303
External air temperature sensor
BL-5308
Direct burial standard flow biCoder
BL-5309
Direct burial flow biCoder for use with low power flow meters such as mag meters
BL-53158
1.5' direct burial biSensor soil moisture sensor. Includes 50' of wire.
BL-5401
Outside operation button in plastic wall mount enclosure. "Coach's Button"
BL-5402
Direct burial event biCoder
BL-LA01
Direct burial lightning arrestor
0
m
a Baseline Flow Sensor Options
a
a
a
When a flow meter is added to a BaseStation 3200 system, the controller can do more to manage the water for a
a site. The controller can learn the flow for each zone and maximize the number of zones it turns on at once to help
shorten water windows. In the event of unexpected high or low flow, the controller will automatically determine
which zone is at fault and alert the user without interrupting the rest of the watering cycle. The controller can also
co
to protect the site from mainline breaks with configurable high and low flow shutdown settings.
Baseline offers several two -wire ready flow sensor and biCoder combinations. The BaseStation 3200 is also
compatible with most third party flow meters.
Third -Party Flow Meter Options
Baseline Flow biCoders make most third -party flow meters/sensors compatible with a BaseStation 3200.
Part Number Description For use with most flow sensors (such as Data Industrial and Netafim type sensors). The
BL-5308 accepts a 5 millisecond low pulse at 200 hertz and a maximum of 200 pulses per
second.
BL-5309 For use with mag type meters, or when a second system (such as a pump station) needs
to share a connection to the flow meter. The BL-5309 accepts a 5 millisecond low pulse
at 200 hertz and a maximum of 200 pulses per second.

Baseline Flow Sensor Options
PFS Series Flow Sensors
The PFS Series Flow Sensor is a PVC T-type sensor. Every Baseline PFS Series Flow Sensor is two -wire ready with a
flow biCoder built into the tee insert. Each sensor is pre -configured with the correct K and offset values. The PFS
Series Flow Sensors are available in 1 " to 4" sizes.
Part #
BL-PFS100
Size
1"
Max Pressure
240
Operating .-
.75to 40
BL-PFS]50
1.5"
240
1.5 to 100
BL-PFS200
2"
240
3 to 150
BL-PFS300
3"
150
6 to 300
BL-PFS400
4"
150
10 to 480
BHM Series Hydrometer & Master Valve Combination
The BHM Series Hydrometer is a flow meter and master valve combination available in normally open and
normally closed configurations. The Hydrometer is available in 1 %2" to 4" pipe sizes and every Hydrometer is
two -wire ready with a built-in flow biCoder and pre -configured K and offset values.
Part #
BL-BHM150
Size
1.5"
Max Pressure Operating Range
230 1.8 to 55
BL-BHM200
2"
230 5.3 to 95
BL-BHM300
3"
230 14 to 220
BL-BHM400
4"
230 21 to 380
For normally open configurations, add "-NO" to the end of the part number.
Flow Sharing Options
The Baseline FlowStation allows up to 30 BaseStation 3200 Irrigation
controllers to share water resources.
Whether you have multiple controllers drawing from one large mainline
across a property, or you are combining controllers across multiple
mainlines, the FlowStation offers the features and flexibility to tackle the
job. With the FlowStation, controllers can share up to 20 separate points
of connection and each point of connection can be assigned to one of
20 shared mainlines. The FlowStation will intelligently manage each
mainline and allocate water resources among BaseStation 3200
controllers in the shared flow group.
Please refer to the FlowStation Configuration & Specification Guide for
more information.

biSensor Soil Moisture Sensors
A properly configured soil moisture sensor can reduce outdoor water use by up to 62 percent or more over
traditional irrigation methods. By watering your plants when needed, you can increase landscape health,
promote deeper root growth, and make your plants more disease resistant.
Part # BL-5315B
Description biSensor Soil Moisture Sensor
Measures Volumetric Moisture Content (VMC) NMM=
Technology Patented Time Domain Transmission (TDT)
Sensitivity Measures VMC changes of less than 0.1% BL-5315B
Accuracy ± 3% of actual VMC biSensor Soil Moisture Sensor
A biSensor should be placed in the effective root zone of the plant it is monitoring. Usually the sensor will be
making the irrigation decision for a group of zones (hydrozone) made up of plants with similar water needs, so it
should be placed in the effective root zone of a representative plant.
For most sites, place one sensor in the lawn, one in the shrubs, and one in the trees if these plant types are in
separate zones. Bury the sensor in the zone that needs to be watered the most frequently (the one that dries out
the quickest). Place the sensor in an average to slightly dry area (a spot that receives an average amount of
water for that zone). Bury the sensor in the top third of the root zone, usually 2 - 3 inches deep for turf, biSensors
are compatible with two -wire and conventional wire applications.
In addition to traditional landscape applications, biSensors can also be used to manage cisterns, ponds, and
water features. biSensors are also exceptional tools for green walls and green roofs.
landscapes
Ponds & Water Features
Cisterns
Watering with Soil Moisture Sensors
' vailable for download from www.baselinesystems.com
o .p Moisture Sensor CAD Details
px nntanne .11.ReanJNell m9lad vailable for download from www.baselinesystems.com
E ."Ulaled in W te, pmd
Splice Cep In Potltion Shown.

Two -Wire BaseStation 3200
Two -Wire Path
T
A 1
3 BL-3200
0
n
a
g How to Specify:
a BL-3200 - BaseStation 3200 controller
2 Designate enclosure by adding X, XS, or P
Example: BL-320OX
m
Two -wire biCoders, Soil Moisture Sensors, Flow biCoders, etc.
0
T
n
Conventional Wire BaseStation 3200
v
n
m I
tiJ t�
Conventional Wire
BL-3200
How to Specify:
BL-3200 - BaseStation 3200 controller
Designate enclosure by adding X, XS, or P
r Add conventional wire stations with -R12, -R24, -R36, -R48
Example: BL-3200X-R24
Soil Moisture Sensors, Flow biCoders, etc.
Two -Wire Devices

Combining Multiple Conventional Wire Systems into one BaseStation 3200
Two -wire path connects
the controller to each
e Powered biCoder set
g i Two -Wire Path
-i«
N
r
3 BL-3200
0
n
a How to Specify:
a
m BL-3200 - BaseStation 3200 controller BL-5200 Series
Designate enclosure by adding X, XS, or P Powered biCoder
Add conventional wire stations with -R12, -R24, -R36, -R48
Example: BL-3200X-R48
w
BL-5200 Series Powered biCoders
o Designate enclosure by adding X, XS, or P
Add conventional wire stations with -R12, -R24, -R36, -R48
a Example: BL-5200X-R48
a
m
Combining Multiple Conventional Wire Systems and Two -wire
a
N
W
Two -wire path connects
BL-3200
How to Specify:
BL-5200 Series
Powered biCoder
Devices into one BaseStation 3200
the controller to each two -wire device
and each Powered biCoder set
Two -wire devices
BL-3200 - BaseStation 3200 controller
Designate enclosure by adding X, XS, or P
Add conventional wire stations with -R12, -R24, -R36, -R48
Example: BL-3200X-R48
BL-5200 Series Powered biCoders
Designate enclosure by adding X, XS, or P
Add conventional wire stations with -R12, -R24, -R36, -R48
Example: BL-5200X-R48
Soil Moisture Sensors, Flow biCoders, etc.
BL-5200 Series
Powered biCoder
BL-5200 Series
Powered biCoder

Connecting a BaseStation 3200 to BaseManager with the Built-in Ethernet Port
Ethernet Cable Ethernet Cable
Internet
y
n BL-BMW2-1
a
m
d
3
0
a How to Specify:
BL-BMW2-1 - BaseManager Web Service Ethernet Cable
a BL-3200 - BaseStation 3200 controller
Designate enclosure by adding X, XS, or P
Add conventional wire stations with -R12, -R24, -R36, -R48
9 Example: BL-3200X-R48
o Soil Moisture Sensors, Flow biCoders, etc.
m
N
T
a
D
m
m
Connecting a BaseStation 3200 to BaseManager with a Wi-Fi Module
N
N
d_
N
Ethernet Cable WI-Fi Network
��� Internet
BL-BMW 2-1
How to Specify:
BL-BMW2-1 - BaseManager Web Service
BL-3200 - BaseStation 3200 controller
Designate enclosure by adding X, XS, or P
Add conventional wire stations with -R12, -R24, -R36, -R48
Example: BL-3200X-R48
BL-320OWF-X- Wi-Fi Module for BaseStation 3200
Designate a -different -enclosure type by substituting a-XS, or P
Soil Moisture Sensors, Flow biCoders, etc.
Wi-Fi Network
BL-320OX
BL-320OX
BL-320OX &
B L-320OW F-X
BL-320OX &
BL-320OW F-X

Connecting a BaseStation 3200 to BaseManager with a Cell Modem
o Ethernet Cable Cellular Network
Interne
0t
m
a BL-BMW2-1
a
How to Specify:
a BL-BMW2-1 - BaseManager Web Service ' Cellular Network
BL-3200 - BaseStation 3200 controller
m Designate enclosure by adding X, XS, or P
Add conventional wire stations with -R12, -R24, -R36, -R48
a Example: BL-3200X-R48
BL-CM-X- Cell Modem Module for BaseStation 3200
Designate a different enclosure type by substituting a XS, or P
m Soil Moisture Sensors, Flow biCoders, etc.
in
T
a
a
C
BL-320OX &
BL-CM-X
BL-320OX &
BL-CM-X
2 Connecting a BaseStation 3200 to BaseManager with a Cell Modem Gateway & Ethernet Radios
a
q
Ethernet �.� Cellular Ethernet Radio
ill Cable _'0 Network : Cable Network
BL-BMW2-1
How to Specify:
BL-CM3G-GW
BL-BMW2-1 - BaseManager Web Service
BL-3200 - BaseStation 3200 controller
Designate enclosure by adding X, XS, or P
Add conventional wire stations with -R12, -R24, -R36, -R48
Example: BL-3200X-R48
BL-CM3G-GW - Cell Modem Gateway
Designate a different enclosure type by substituting a X or P
BL-ER-X - Ethernet Radio Module for BaseStation 3200
. Designate a different -enclosure type -by substituting X for P
BL-ER-C - Ethernet Radio Gateway
Soil Moisture Sensors, Flow biCoders, etc.
� Radio
` Network
BL-3200X &
BL-ER-X
BL-3200X &
¢L-ER-X

Connecting a BaseStation 3200 to BaseManager with Ethernet Radios
c Ethernet Ethernet
J Cable Cable Radio Network
{ Internet
rF,rS
BL-ER-C
BL-BMW2-1 Ethernet Radio i
Gateway
How to Specify:
BL-BMW2-1 x Qty BaseManager Web Service
BL-3200 - BaseStation 3200 controller
Designate enclosure by adding X, XS, or P
Add conventional wire stations with -R12, -R24, -R35, -R48
Example: BL-3200X-R48
BL-ER-X- Ethernet Radio Module for BaseStation 3200
Designate a different enclosure type by substituting a X or P
BL-ER-C - Ethernet Radio Gateway
Soil Moisture Sensors, Flow biCoders, etc.
Radio Network
M M c_,
eS:S:Sr�
BL-320OX &
BL-ER-X
BL-320OX &
BL-ER-X

Solar Powered BaseStation 3200 Connected to BaseManager
BL-320OP-DC
How to Specify:
BL-85WPANEL
Solar Panel
No -Wire Path
DC Two -Wire Devices
BL-320OP-DC - Solar Powered BaseStation 3200 Pedestal controller
BL-85W-PANEL - 85 Watt Solar Panel
Communication Module (-WF, -ER, -CM)
5201 DC & 5202DC - DC Two -wire Valve biCoders,
Soil Moisture Sensors, Flow biCoders, etc
NOTES: The BL-320OP-DC Pedestal includes the solar charge controller and a shelf for a battery. Baseline does
not sell batteries. The Solar Powered BaseStation 3200 is only available in two -wire configurations. See
BaseStation 320ODC Specification for complete details.
I

Item #3: TWELVE OAKS - HOLLY SPRINGS. Valve biCoder, BL-5m, SiteOne Landscape Supply
I � -
1, 2, and 4 zone biCoder are used to activate valves in the field. These biCoders are compatible with the BaseStation
3200/5000/6000 systems. Each biCoder has a unique serial number and controller assigned address which identifies it to
the BaseStation ControllerTm. The Controller broadcasts a command along the Two Wire path and the appropriate biCoder
responds and turns the attached valve on or off. The biCoders have two-way communication which means that in addition
to turning on valves, they also respond back with valve voltage, current and status messages,
• A unique address is assigned to each biCoder during the
configuration process with the controller.
• Valves are actuated by a command from the
BaseStation TM Controller.
• Diagnostic features - The biCoder measures the current
used by each solenoid. Changes in this measurement
can be used to determine failing solenoids.
• If a solenoid has failed, the biCoder senses an open
circuit or an over current condition and shuts down the
valve.
• Each biCoder will shut down if communication is lost to
the BaseStation TM.
• A biCoder can concurrently drive up to two valve wires
(single valve biCoder Tn excluded).
• Valve can be located up to 250 feet from the biCoder.
• The biCoder is fully sealed to protect all electronics from
moisture and dirt. It can be buried directly in the soil
and it is submersible.
Installation
Specifications
• No electrical contact with soil
• Shock resistant
• Freeze/heat resistant (-200 to 600 C)
• Valve connecting wires: 24 inch multi -colored stranded
wire
• Two Wire: 24 inch solid core
• biCoder comes with tabs with screw holes for easy
mounting
• Diagnostic LEDs visible
• All wire connections shall be DBR-6 or equivalent on the
Two Wire side and DBY or equivalent on the valve side.
All connections shall be installed as per their manufac-
turers instructions.
Baseline biCoders are only compatible with Baseline Systems.
biCoders are powered by the Two Wire. biCoders must not have electrical contact with soil and all connecting wires must
be installed with submersion proof connectors that meet the specifications outlined below. Damage to the system will occur
if these specifications are not followed.
1. Power off the Two Wire when installing devices. Leave 24 to 36 inches of slack on the Two Wire wire to allow for easy
installation and maintenance.
2. Place the biCoder in a valve box for simple installation. Valves can be located a maximum of 250ft from the biCoder
location.
3. Connect the red and black wire from the biCoder to the red and black wires on the Two Wire (or equivalent color
scheme, it is important to remember that polarity must be maintained).
4. Wire valves according to thewiringdiagram on each biCoder label. (also see sample wiring diagram oil the back)
5. Using the controller, test connections and assign biCoder addresses as per the controller's installation manual.
Wire Connections: All wire connections shall be DBR-6 or equivalent on the Two Wire side and DBY or equivalent on the
valve side. All connections shall be installed as per their manufacturers instructions, r
= A CC . I I AI C 0902
23 Page t of 3

Item #3: TWELVE OAKS- HOLLY SPRINGS, Valve biCoder, BL-5xxx, SiteOne Landscape Supply
CAD Details
1 Valve biCoder:
2 Valve biCoder:
3.99
.1
20211
1.01
MOO
I CO
RA4=1=.I IAIJ=
�/J Page 2 of 3

Item 43: TWELVE OAKS - HOLLY SPRINGS, Valve biCoder, l3L-5xxx, SiteOne Landscape Supply
CAD Details
4 Valve biCoder:
Valve Box Detail:
Code' neR.s oar-s
Valve Box
biCOJe�\� if 1F. Il �" /1
FAKMOR
...—�dt coil
Ordering Inforniation
BL-5201 1 Valve biCoder (direct bury) For Information on Powered biCoders (12 and 24 zones) see the
BL-5202 2 Valve biCoder (direct bury) Powered biCoder specification sheet
BL-5404 4 Valve biCoder (direct bury)
r \
L?ACZ: 0=.I IAI9=
`l Page 3 of 3

Item #4: TWELVE OAKS -HOLLY SPRINGS, 14Ga Maxi Com Cable Red Coated (Two Wire), 180115C. SiteOne Landscape Supply
E
PRODUCT DATA SHEET
..., Controlled Document -Engineering Drive
' 1530 Shields Drive
Waukegan, IL 60085
Toll -Free [phone]
Fax: [phone]
PART NUMBER: 51452
DESCRIPTION: 14/2 SOLID MAXI WIRE DIRECT BURIAL CABLE
CONSTRUCTION: This cable consists of two tinned copper insulated conductors laid flat with an overall jacket.
APPLICATION: Direct Burial Cable for Maxi -Control Systems
Construction Parameters: Cable Cross -Section
Conductor
Stranding
Insulation Material
Insulation Thickness
Insulated Conductor Diameter
Number of Conductors
Lay Length
Jacket Material
Jacket Thickness
Overall Cable Diameter
Approximate Cable Weight
Electrical & Enviromental Properties:
14 AWG Tinned Copper
Solid
PVC
0.062" Nom.
0.188" Nom.
2
Parallel
HDPE
0.048" Nom.
0.284" x 0.472" Nom.
69.0 Lbs/1 M' Nom.
Temperature Rating -20uC to 60" C
Operating Voltage 600 V RMS Max
Capacitance Between Conductors @ 1 KHz 21 pF/ft Nom.
DC Resistance per Conductor @ 200C 2.60 Ohms/1 M'
Insulation Color Black Red
Jacket Color Black (Other colors available for minimum order)
Legend (White Surface Ink Print)
BARON WIRE 14 AWG 2/C DIRECT BURIAL FOR MAXI -CONTROL
SYSTEMS--XX/XX/XX(MONTH/DAYIYEAR) HH:MM(HOUR/MINUTE)
This product complies with European Directive 2011/65/EU (RoHS-2)
On special orders, the customer will accept all mil lengths and +/-10 percent of total order requested.
The information presented here is, to the best of our knowledge, We and accurate. Since conditions of use are beyond Coleman Cable's
control all product data presented is for informational purposes only and does not create a binding obligation or liability on Coleman Cable
or confer any rights on any customer. The sale of products(s) is wnditioned upon acceptance of a purchase order subject to Coleman
Cable's standard terms and conditions contained therein, including without limitation Coleman Cable's standard warranty. Coleman Cable
disclaims all liability in connection with the use of Information contained herein or otherwise.
This specification is proprietary intellectual property of Coleman Cable. Any information contained herein shall not be disclosed to any
parry without written consent of Coleman Cable,
Specification Issue Dale: January 14, 2013
1-800-323-9355(Phone)
1-847-689-1192 (Fax)
51452 Designed By: PEP
® 2013 Coleman Cable, Inc.
L i (6 Page 1 of 1

TWELVE OAKS. HOLLY SPRINGS, DBRIY-600 Connectors, 20230120235, SiteOne Landscape Supply
e- x
DRYC®NN°
WATERPROOF CONNECTORS
DBR/Y-600 Direct Bury Silicone Tube w/Strain Relief
w/Red Yellow Gorilla Nut
INSTALLATION INSTRUCTIONS B 60 Relief
IMPORTANT: Turn off power before
installing or removing connector. Product
to be used in accordance with local and
national codes.
I. Strip wires 5/8" If 5.9 mm).
2. Pre -twisting unnecessary. Hold stripped
wires together with ends of insulation
even. Lead stranded wires slightly.
3. Align any frayed strands or conductors
Fig. 1
4. Firmly push wires into twist -on
connector and screw connector
clockwise onto wire until tight. Fig. 2
5. Insert the splice to the bottom of the
sealant filled tube. Fig. 3
6. Position wires into wire channels.
7. Wipe any sealant around opening and
conductors.
B. Close lid ensuring latch is secured.
Fig. 4
To be sold only with installation instructions.
M
Fig. 1 Fig. 2
Selected 600V Wire Combinations
Catalog #
Selling Unit
20230
Bag of 2
20235
Box of 100
PRODUCT SPECIFICATIONS
AND MEASUREMENTS
Max. Voltage: 600V max. building wire
(1000V max, signs or luminaries)
Connedor Size: 3 11/16" x 1 1/2" x 1 3/16"
Wire Type: Copper/Copper
Wire Range: Min #22/Max #8
Temperature Rating: 105°C (221 °F)
Silicone Sealant Temperature: -45°F to 400°F
Tube Construction: Sunlight and Impact Resistant Blended
Polypropylene
UL Designation: GT2
Measurements (Inches):
A - 3.67
B - 1.18
C - 1.50
ILL 486D Listed as a sealed wire
C U� us connector system. For use in damp,
wet, raintight, direct bury and
LISTED submersible locations. Not to be
9r`57«« m- used in continuous submersion
applications.
2-3 #10
2#18
2-5 #12
1 #8 w/2 #18
2-5 #14
3 #10 w/1 #18
4.6#16
3#12w/3#18
3#14w/2#18
Contact factory for a complete list of wire combinations at 800.633.0232
DO NOT REUSE. PATENT PENDING.
CCffAA G MADE IN U.S-4.
11VNOVAT10A1 50100-69 REV C 11/10
217

Item #7: TWELVE OAKS - HOLLY SPRINGS, PVC Fittings, Sch. 40 PVC, SiteOne Landscape Supply
sPEaAs PVC SCHEDULE 40 FITTINGS
40.2.0604
Performance Engineered & Tested
4tr'
SPEARS® Schedule 40 PVC fitting designs combine years of
proven experience with computer generated stress analysis
to yield the optimum physical structure and performance
for each fitting. Material reinforcement is uniformly placed
f in stress concentration areas for substantially improved
pressure handling capability. Resulting products are
subjected to numerous verification tests to assure the very
.,r best PVC fittings available.
i
Full 1/4" Through 12" Availability
Spears® comprehensive line of PVC fittings offers a variety
of injection molded configurations in Schedule 40 sizes 1/4"
through 12" conforming to ASTM D 2466.
Exceptional Chemical & Corrosion
Resistance
Unlike metal, PVC fittings never rust, scale, or pit, and will
provide many years of maintenance -free service and extended
system life.
High Temperature Ratings
PVC thermoplastic can handle fluids at service temperatures
up to 140°F (60°C), allowing a wide range of process
applications, including corrosive fluids.
Lower Installation Costs
Substantially lower material costs than steel alloys or lined
steel, combined with lighter weight and ease of installation,
can reduce installation costs by as much as 60% over
conventional metal systems.
Sample Engineering Specifications
All PVC Schedule 40 fittings shall be produced by Spears"
Manufacturing Company from PVC Type I cell classification
12454, conforming to ASTM D 1784. All injection molded
PVC Schedule 40 fittings shall be Certified for potable water
service by NSF International and manufactured in strict
compliance to ASTM D 2466._ All fabricated fittings shall_ be
produced in accordance with Spears® General Specifications
for Fabricated Fittings.
Higher Flow Capacity
Smooth interior walls result in lower pressure loss and higher
volume than conventional metal fittings.
Additional Fabricated Configurations
through 36"
Extra large, hard -to -find, and custom configurations are
fabricated from NSF Certified pipe. Fittings are engineered and
tested to provide full pressure handling capabilities according
to Spears'a specifications.
PVC Valves
SPEARS® PVC Valve products are available for total
system compatibility and uniformity; see SPEARS®
THERMOPLASTIC VALVES PRODUCT GUIDE &
ENGINEERING SPECIFICATIONS (V-4).
Advanced Design Specialty Fittings
Spears® wide range of innovative, improved products include
numerous metal -to -plastic transition fittings and unions with
Spears'° patented special reinforced (SR) plastic threads.
A V
` ^ UKAS
w;.osi E.'ise {edi7$beo
PROGRESSIVE PRODUCTS FROMSPEARSw INNOVATION& TECHNOLOGY
30
Page 1 of 2

Item #7: TWELVE OAKS - HOLLY SPRINGS, PVC Fittings, Sch. 40 PVC, SiteOne Landscape Supply Ij I_ _.
To determine the maximum internal pressure rating at an elevated temperature, simply multiply the pipe
pressure rating at 73°F by the percentage specified for the desired temperature.
System Operating
Temperature °F (°C)
73
(23)
80
(27)
90
(32)
100
(38)
110
(43)
120
(49)
130
(54)
140
(6(
PVC
100%
900/.
75%
62%
50%
40°/a
30%
22%
NOTE: Valves, Unions and Specialty Products have different elevated temperature ratings than pipe.
Properties
ASTM
Test
Method
PVC
Mechanical Properties, 73°F
Specific Gravity, g/cma
D 792
1.41
Tensile Strength, psi
D 638
7,200
Modulus of Elasticity, psi
D 638
440,000
Compressive Strength, psi
D 695
9,000
Flexural Strength, psi
D 790
13,200
Izod Impact, notched, ft-lb/in
D 256
.65
Thermal Properties
Heat Deflection Temperature, °F at 66 psi
D 648
165
Thermal Conductivity, BTU7hr/sq fU°F/in
C 177
1.2
Coefficient of Linear Expansion, in/in/°F
D 696
3.1 X 106
Flammability
Limiting Oxygen Index, %
D 2563
43
UL 94 rating
94V-0
Other Properties
Water Absorption, % 24 hr.
D 570
.05
Industry Standard Color
White / Dark Gray
ASTM Cell Classification
D 1784
12454
NSF Potable Water Approved
Yes
ME
PACIFIC SOUTHWEST
15860 Olden St.
Sylmar (Los Angeles), CA 91342
[phone] • [phone]
Fax [phone]
NORTHWEST
4103 C St. NE Suite 200
Auburn (Seattle), WA 98002
(253) 939*33 • [phone]
Fax [phone]
ROCKY MOUNTAIN
4880 Florence St.
Denver, CO 80238
[phone]•[phone]
Fax [phone]
SOUTH CENTRAL
4250 Panot Dr. Suite 300
Gmpe*e(Dalles),TX 76051.2317
[phone]•[phone]
Fax[phone]
PVC is generally inert to most mineral acids, bases,
salts and paraffinic hydrocarbon solutions. For more
information on PVC chemical resistance refer to
the Chemical Resistance of Rigid Vinyls Based on
Immersion Test, published by the GEONO Company.
NOT FOR USE WITH
COMPRESSED AIR OR GAS
Spears® Manufacturing Company DOES NOT
RECOMMEND the use of thermoplastic piping products
for systems to transport or store compressed air or gases, or
the testing of thermoplastic piping systems with compressed
air or gases in above and below ground locations. The use of
our product in compressed air or gas systems automatically
voids any warranty for such products, and its use against
our recommendation is entirely the responsibility and
liability of the installer.
WARNING: DO NOT USE
AIR OR GAS TO TEST ANY
THERMOPLASTIC PIPING
SYSTEM, AND DO NOT
PROPELLED BY COMPRESSE
TO CLEAR SYSTEMS. THESE PRACTICES MAY
RESULT IN EXPLOSIVE FRAGMENTATION
OF SYSTEM PIPING COMPONENTS CAUSING
SERIOUS OR FATAL BODILY INJURY.
COMPRESSED
UTAH
5395 West 1520 South
Salt Lake City, UT 84104
[phone]•[phone]
Fax [phone]
NORTHEAST
590 Industrial Dr. Suite 100
Lewisberr7(Harrisburg), PA 17339-9532
[phone]•[phone]
Fax (71T)938.6547
C Copyright 2001 Spears° Menufacluri g Company. All Rights Reserved. Printed in the United States ofAmerim 01107.
SOUTHEAST
4205 NewpointPl. Suite 100
Lawrenceville (Menta), GA 30043
[phone].[phone]
Fax [phone]
FLORIDA
9563 Par'xsoutt Court
Orlando, FL 32837
[phone]•[phone]
Fax [phone]
PVC OR CPVC
PRODUCT OR
USE DEVICES
D AIR OR GAS
MIDWEST
1 GatewayCt. Suite
Bolingbrook (Chicago), IL 60440
[phone]•[phone]
Fax[phone]
INTERNATIONAL SALES
15853 Olden St.
Sylmar (Los Angeles), CA 91342
[phone]• Fax[phone]
40-2-0604
13/
Page 2 of 2

PR530
PRS40
RESIDENTIAL OR COMMERCIAL,
THIS VERSATILE SPRINKLER IS THE
CONTRACTOR'S CHOICE.
FEATURES
• Application: Residential/commercial
• Models: Shrub, 2%3'®6',12"
• No side inlet(NSQ version available in 6' and 12"
• Warranty period: 5 years
ADVANCED FEATURES
•• Co -molded wiper seal with UV
resistant material
•• Body cap won't leak under high pressure
• Drain check valve (optional)
•• - Detailed description on pages 32 and 33
OPERATING SPECIFICATIONS
Recommended pressure range: 15 to 70 PSI
FACTORY INSTALLED OPTIONS
Drain check valve (up to 10' of elevation)
Reclalmed water ID cap
USER INSTALLED OPTIONS
Drain check valve (up to 10' of elevation;
P/N 437400)
Reclaimed water ID cap (FIN 458520)
Snap -on reclaimed cover (FIN PROSRCCAP)
WORKS BEST WITH
STANDARD MODELS
PROS00-Stvab adapter
PROS-02-2' pap-p
PROS-03. 3' pop up
PROS-04.4'pop-up
PROS-06.6'pop.up
PROSA6-N51.6' popmp with no stda Inlet
PROS-12. 12'popt,p —
PROS 42-N9- 12'pap+.p with no side Inlet
•• Heavy-duty retraction spring
• Innovative directional Flush plug design
• Reclaimed purple body cap (optional)
• Compatible with all female threaded nozzles
MP ROTATOR PRO-SPRAYFI%ED PROADJUSTABLE
ARC NOZZLES NOZZLES
'OPTIONS
(&lane No option
CY- faRoryInstalled droln checkva!ve
rpoµup mcdela onlyj
CPR- atlo rr.1M r ,pt-) ycap
lshrub mald4d In W<PI.1
V end 12' molds ordered as Cv will cane as
no silo Inlet
MNIPLES
PROS•04. 1OA 4'pop up,aM 10'adlustable nozzle
PROS•D6•C.V• 12H 6'pap.up,dsoaheckvaWe, and l2`half circle nozzle
PROS-12•CV•R-RCS 12*pcpuP, drag checkvalw,redafined bcdreap, and right wmerabip
l H1111tC1•.
PROS-00:
Inlet slzei Ya•. Female NPT
I
PROS-02: Overall height: 4'.
Exposed diameter: 2W
Inlet size: W Female NPT
PROS-03: Overall height: 5'
Exposed diameter: 2Y4
Inlet size: W Female NPT
PROS 04: Overall height: 5W
Exposed diameter: 2Yi
Inlet size: W Female NPT
PROS 06: Overall height: 89a'
PROS -Expose 6-NSI (righdiameter:
)i
-Exposed diameter: 2'/4'
Inlet size: 54' Female NPT
•
PROS42; Overall height: 16 W
PROS-12-NSI (right)
Exposed diameter: 211'
Inlet size: W Female NPT
3v

t y III
maximizes the water-effick
of your irrigation systems
r '
„--
K\\

Featurtng a unique, multi -trajectory rotating stream
delivery system that achieves water -conserving
results, the MP Rotator is a revolutionary product,
unlike anything else in the field of irrigation.
A multi -stream rotor the size of a spray nozzle, the MP r
Rotator features only one moving part ... technologythat
assures proven reliability. It fits any conventional spray I MP1000 MP2000 MP3000
head body or shrub adapter, transforming one into a high _
uniformity, low precipitation rate sprinkler that boasts an
Industry first: true matched precipitation at any arc anda j
any radius.
The MP Rotator is Ideal for new systems, with ultimate
design Flexibility (from 4'strip to 30'radius), as well as MPStrips
lower Installation costs and better system efficiency. It's
also perfect for revitalizing older systems —a retrofit can
solve both low pressure and poor coverage problems.
Plus, It's the solution for slopes and tight soils, as the low
precipitation rate radically reduces runoff.
To save water, solve problems, and simply do a better
job of Irrigating, make the switch to the MP Rotator.
Features & Benefits
Superior Eificlency
Multiple totaling streams provide
excellent uniformity
Matched Precipitation
Automatic matched precipitation even after arc
and radius adjustment
Minimal Runoff
Low precipitation rate reduces runoff on
slopes and tight soils
Ralalor'a Technology
Proven in demanding agricultural
conditions since 1987
Superior Dirl Tolerance
"Double -pop" flushes on start-up
and shut -down
Simple and quick adjustments
Easy arc adjustment, easy radius adjustment
up to 25%, no nozzle to change
7'
MPCorner
Revitalize Old Systems
With so manymodels to choose
from, the MP Rotator has the perfect
solution for rejuvenating an older
spray system without requiring
a new point of connection, new
lateral lines, or new valves. Some
models even make itpossible to
eliminate existing heads, saving
additional labor and material costs.
Even better, independent water
audits have shown potential water
savings of up to 30% when systems
ore retrofitted with MP Rotators.
3�

Setting a New Standard for Water Efficiency
in the Turf and Landscape Industry
MPRotator's multi -trajectory,
olving streams apply water much
core slowly and uniformly than
conventional sprays —especially after
adjustment has been made to both
the radius and the arc. On slopes
and clay -like soils, this allows water
to soak into the landscape instead of
inning off and being wasted. In fact,
iependent audits have shown that
ter usage can be reduced by up to
arly one-third of current levels when
iventional sprays are replaced with
' Rota tor sprinklers. Additional water -
ring advantages Include better wind-
istance, less misting, and the ability to
mile reclaimed water,
Rotating Multiple Streams:
Actually Powerful Conservation Tool
The MP Rotator's multiple, rotating streams are fascinating to watch. But form follows
function in a quality irrigation product, so each MP Rota for stream Is designed to
complement itspartners. The MP Rotator's wind-resistoM multi -trajectory streams
apply water much more slowly and uniformly than conventional misters and sprays —
especially after adjustmen is. This prevents unwanted wet spots and ugly brown spots
from appearing during the heat of the summer.
Hunter's Line of "Proven Water Saver" Products:
Because Every Drop Counts
As our populotlon grows, but our sources of water do not, there will be less
of the wet stuff logo around. Never before has water conservation seemed
so Important.
To that end, Hunter has assembled o family of products that makes it
possible foryou to create a more efficlentsystem, clentsystem.Infact, noothermonu-
factureroffers such a wide orrayofwoter-saving components that covers
all aspects of Irrigation. Visit www.Hunterindustries.com to see all our
Proven Water Savers.
-� 'N E
Say hello to the MPR401
Until now MP Rotator has been
seen on many different spray
bodies, but never has a spray
body been createdjust for the
MP Rotator. Introducing the
MPR 40, a spray body that
optimizes the performance of the
MP Rotator. I t provides the perfect
combination of Hunter's famous
Pro -Spray" body with a specially
calibrated pressure regulator.
This gives the MP Rotator o
consistent 40 PSI output, meaning
even coverage and optimal
performance.
Pressure
regulated to 40
PSI for optimum
efficiency with the
MP Rotator.
The extra tough
co -molded wiper
seal prevents leaks
even at higher
pressures.
Two-piece
ratchet
design
makes head
adjustment
quicker
and more
precise.
Heavy-duty
body and cap
construction
with multi-
thread buttress
design
withstands
the harshest
environments.

Maintain Matched Precipitation - Any Model, Any Arc, Any Radius
Adjustablesius
AdjustableArc
All models of the MP Rotator allow for easy radius adjustment of up to 2596
WJ
•
while maintaining automatic matched prec(pltation.
go- to2100 2100to 2700
3609
MP1000
MP1000.90-210
MP1000.360
Stream Height at 40 PSI =16'
Not Available
IIIIIIilllllllil
8'
Radlus Reduction
Maroon
Olive
PAP2000
MP2000-90-210
MP2000-210-270
MP2000.366
Stream Height at 40 PSI=40'
IIIIIIII
1 3 f 21 Radius Reduction
Black
Green
Red
MP3000
Stream Height at40PSI =79"
MP3000.90-210
MP3000-210-270
MP3000-360
i
22' 30'
Blue
Yellow
Gray
Radius Reduction
MP Corner
th
Stream Height at40 PSI=10'
Worrier45e
to 1050
I I
MP us
8t�_ 15t1 I I I I I I III
Radius Reduction
reduced t0 1
9IM ,
The MPCorneris designed for tight corners that are difficult to irrigate
properly with conventional sprinklers. Ithos an adjustable arc from 45'to
-
105; maintains MPRofonyarc, any radius and con beplaced onthe some
Turquoise
MPCornerat MP1000radius
zone with any otherMP Rotator model.
full radius reducedto9feet
MP Strip
tdPLCS
MPCSS
MPR(S
Example with triangular spacing.
(LeftStrip)
(Side Strip)
(Right Strip)
MP Slde Strip MP Side Strip
`s
MP LeR Stiip MP Side Stdp MP Right Strip
The three MP Strip models of the MP Rotator family offer on exciting
alternative to irrigate strip oreos. Strip models offer improved uniformity and
excellent wind -fighting ability. The reducedflow rate compared to conven-
Ivory
Brown
Copper
tionalsproys makes longerruns and/or fewerzones possible..
M

Radius: B'to 15"-
radius: l3' to 21"'
•
Radius: 22'to 3u'• •'
Aciuslable Arc and Full Circle
tastable Arc and
Full Circle
Adjustable
Arc and
Full Circle
Co r Code: Maroon or Olw
olor Code: Black, Green, or fled
Color
Code: Blue, Yellow, or Gray
Free%
el 1i Radius
Flow
Flow
Preclp
In7hr
s Radius
Flow
Flow
Precip
Whr
o
Radius
Flow
Flow
Precip
IIVhr
Arc
PSI
c'.. R.
GPM
GPH
■
♦ 1
0 0.
GPM
GPH
■
♦
u
R
GPM
GPH
■
25
-
-
-
-
-
17'
0.31
18.6
0.41
0.48
25'
0.69
41.4
0.43
0.49
30
12'
0,16
9.6
0,43
0.50
18,
6.33
19.8
0,39
0.45
27'
0.74
44.4
0.39
0.45
9o,
35
13'
0.18
10.8
0.40
0.46
19'
0.37
222
0.39
0.46
28'
0.80
48
0.39
0.45
40
14'
0.19
11.4
0.39
0.45
20'
0.40
24
0.39
OA4
30'
0.86
51.5
0.37
0.43
45
14'
0.20
12
0.39
0.45
_ - 21'
0.42
25.2
0.37
0.42
_
30'
0,91
54.6
0.39
0.45
-0.47
50
14'
0.21
12.6
CA
0.43 t
21'
0.44
26A
0.35
OAO
30'
0.96
57.6
OAI
55
15'
0.22
13.2
0.37
0.43
_ 21'
0.47
28.2
0.37
DA
_
30'
1,01
60.6
0.43
0.60
25
-
-
-
-
-
16'
0.58
34.8
0.44
0.60
25'
1.44
86.4
0.44
0.61
30
12'
0,32
19.2
0,43
0.50
17'
0.63
37.8
0.42
0.49
27'
1.58
94.8
0.42
0.48
180,
35
13,
0.35
21
0.40
0.46
18'
0.69
41.4
0.41
OA7
28,
130
102
0.42
0.48
40
- 14'
0,37
22.2
0.39
0.45
19'
0.74
44.4
0.39
0.45
$0'
1.82
109.2
0.39
0.45
45
14'
G.40
24
0.39
0.45
20'
0.78
46.8
0.38
OA3
30'
1.93
115.8
0.41
0.48
50
15'
0.41
24.6
0.38
0.43
21'
0.83
49.8
0.36
0.41
30'
2.04
122.4
0.44
0.50
55
15'
0.43
25.8
0.37
0.43
21'
0.85
51
0.37
0.43
30'
2.13
127.8
0.46
0.53
Y5
_
-
-
-
-
16'
0.68
40.8
0.44
0.50
.
25'
1.68
100.8
0.44
0.51
30
12'
0,37
22.2
0.43
0.60
17'
0.74
44A
0.42
Ill
27'
1.84
110.4
0.42
0,48
210°
35
11,
1AI
24.6
1.41
0,41
11'
1,11
48
0.41
0.47
28'
1.99
119.4
0.42
0.48
40
14'
0.43
25.8
0.39
0.45
19,
0.86
51.6
0.39
0.45
30'
2.12
127.2
0.39
0.45
45
14'
GAS
27.6
0,39
0.45
20'
0.92
55.2
0.38
0.43
30'
2.25
135
0.41
0,48
50
15'
OA8
28.8
0.38
0,43
21'
0.97
68.2
0.36
0.41
SO'
2.37
142.2
0.43
0,50
55
15'
0.50
30
0.37
0.43
21'
1.01
60.6
0.37
0.43
-
30'
2.49
149.4
0.46
0.53
23
_ 16'
0.87
52.2
0.44
0,50
=
25'
2.19
131.4
0.45
0.52
30
17'
0.95
57
0.42
OA9
•
27'
2.37
142.2
0.42
0.48
270°
yr
i
_ 18'
1.03
61.8
0.41
0.47p+`.
r
28'
2.65
153
0.42
0.48
40
Ef
19,
1.10
66
0.39
0.45
30'
2.73
163.8
0.39
0.45
45
20'
1.17
70.2
US
0.43
-
SO'
2.89
173.4
0.41
0.48
50
21'
1.23
73.8
0.36
D.41
=
30'
3.06
183.6
0,44
0.50
55
1
i
21'
1.30
78
0.37
0.43
,x;
30'
3.22
193.2
0.46
0.53
25
-
-
-
-
-
16'
1.16
69.6
0.44
0.50
25'
2.88
172.8
6,44
0.51
30
12'
0,65
39
0.43
0.50
1T
1.27
76.2
0.42
0.49.
27'
3.15
189
0.42
0.48
360°
_
IS,
&L71
42.6
0.40
0.47
18'
1.37
82.2
0.41
O47
-
28'
SAO
204
0.42
0.48
40
14'
036
45
0.39
0.46
19,
1.47
88.2
0.39
0.45
30'
3,64
218.4
0.39
0.45
•35
45
14
0.80
48
0.39
0.45
; 20'
1.56
93.6
0.38
0.0
30'
3.86
231.6
0.41
0.48
50
15'
0.84
50.4
0.38
0.44
21'
1.64
98.4
0.36
0.41
30'
4.07
244.2
0.44
0.50
55
15'
0.87
52.2
0.37
0.43
21'
1.70
102
0.37
0.43
30'
4.27
256.2
0.46
0.53
To obtain lull radius aductinn for the MP1000 and MP2000, operate at a ma da um of 30 PSI,
when opea8nq the MPUO at lull radius reduction maintain a minimum pressure of 40 PSI to assure reliable opaation
.-..,.,., .a..an,ek.mt..d by usmn ndws adaustment urrv. No wt adustSwith radius to maintain matched precipitation
Arc
45°
PP
ee�
MPCOrner
Ral luso 8' 1015'
Adjustable Am
Color Code: Turquoise
Pressure gg
PSI
25
30
35
40
45
50
55
25
30
I` 35
40
45
50
55
25
30
35
40
45
50
55 .,
Radius
R.
12,
IT
14'
14'
14'
IT
11'
12,
13'
14'
14'
15'
15,
11'
12,
13,
14,
14'
15'
15,
now Flaw
GPM OPH
017
0.18
0,19
0.21
0.22
0.23
0.31
0.34
0.36
0.39
0.41
0.43
0.46
0.36
0.39
0,42
0,45
CAB
0,51
US
10.2
10.8
11A
12.6
13.2
13.8
18.6
20A
21.6
23.4
24.6
26.8
27.6
21.6
23.4
252
27
28.8
30.6
31.8
E_'W0 fi4
MPLCS615
MPRCS515
MPSS530
Pressure LnPMPHModel . PS50 xegth th GFlow
30
4' x 14'
0.19
11,4
35
5' x 16'
0.21
12.6
40
a 5' x 15'
0.22
13.2
MP Left Strip
45
- 5' x 15'
0.23
13.8
50
6' x 16'
0.25
15
55
6' x 16'
0.26
15.5
30
4' x 14'
GAS
11.4
35
5' x 15'
0.21
12.6
40
5' x 15'
0.22
13.2
MP Bight Stdp
45
_
5' x 15'
0.23
13.8
50
6' x 16'
0.25
15
55
6' x 16'
0.26
15.6
30
4' x 28'
0,38
22.8
35
5'x30'
6.41
24.6
40
5'x30'
0.44
26.4
MPStd4Strip
45
5'x30'
0.47
28.2
50
6' x 32'
0.41
29A
55
6' x 32'
0.51
30.6

Models
MP1000 DemeaThnad) & MP1000HT (MaleTAread)
Radius Range— &15'Induding all pressureard
radius adjustment influence
Pressure Range —2535PSI
ApplkalionNotes
• low htectaryPulectlorsmatlerareas
• fmnsinlmumradiuArerommmdedkstaflona
30P51ragulated InstitulbW Spmybudy
• Notomodablekta2I0.110modd
MP20000am+lelhread) & MP2000HT (malt T TN"'
Radius Range —1P-21'6lduding allpressumand radius
adjustment Influence
Pressure Range-25-55 PSI
ApplirationNmes
• Rmvrare8abour l(iofa if'spmyeead
andyerhas greater�usaMAigheiunikrmiry
• fwmwimmimdiuSre(ammendtdkutelione
30 PSI regulated InstRutiawl fpmy body
MP3000 (FemaleThnad) & MP3000HT (MmeThmad)
Radius Range — 22'-30' including all pressure and radius
adjustmAnHnRuenm
PlessureBange-25-55 PSI
Applka onflotes
lkwmtelsabomfhemmeasols,Vast
aMymhas greaterradius ondhigherunikrmiry
• FaminNnumradrLSPmvideadjustablezane
pmsswereguktiaminstaDatbn on a 30P5lpmssufe
regulated insthutional Spraybadylsnotrerommendedif
mdwsseducrmnhateded
• formadtnumta&Apmvideprtssumsover40P5t
MPComer (female Thread) &MP(ornerHT (Maielhread)
Radius Range — 8-15; Pressure Range-30-55 PSI
40kattanliotes
• 01signe1forappbration k areas with Its$ than
Wdegreesalarcacea IMSRry
ides amregube o¢acentspinkhntoreach Into rhefint
34'afcovemge
MPLCS5IS (Femalelbread)&MPL(SHTS15IMalelhreadl
f low Range - 0.14 GPM @ 30 PSI (MN. radl us)
016GPM @55 PSI(Max radius)
Pressure Range - 25-55 PSI
AppOotionNotes
• MatrA<dpreopimu'an even aRerfadiusredudhon with
AmdkheadspaAsg
• (an beusedoo thesemeaane with thebli'lom MP2000
orMP3W0ands(dimoimekmm Wprenpimtm
• Ae�Finab/erigAte�e
MPS5530 nemalenseadg&MPSSHTS30 (MaleThnay
N aw Ra nge - 0,27 6PM @ 30 PSI (Min, radius)
0.51 GPM @55 PSI (MaX,Mdl05)
Pressure Range — 25-55 PSI
Application Notes
• Metihedprtcyitatwn even aRtrrodiusreduakn with
heodkheadeparkg
• (an beusedon thesamemne with theAIP1000, W200
mMP3W0ond stidmaimainnwtehedpretipimtian
• AOJustameright edge toRrumdstdps
MPRCS51 $ Itemalelhread) 8 MPRCSHTS15 (daleThread)
Flow Range — 0.14 GPM @ 30 PSI (Min. radius)
0.266PM 055 PSItMas. radius)
Plessme Range — 25-55 PSI
AppllcallossNotes
• Matrdedprecipttatka even afternediusreductkn with
head toheadepncing
• (an beusedm theme we a nth the01000, MP2000
orW30M and still mainmin marched preripi tauon
• fegeadisfiaed
A Closer Look at the MP Rotator
Color Coded
Identification Ring
Model number and arc
clearly visible whether
the system Is on or offl
Left Edge Indicator
Arc is clockwise from
this mark.
Inlet Screen
CAUTION: Do not run the
MP Rotator without the
inlet screen provided),
White wole(is on, use oronge toot to engage bullt-isrokhet
snore post the left or right stop until edge oAgned
Versatility of MP Side Strips
Radius Adjustment Screw
Turn clockwise to
decrease radius, built-
in slip clutch prevents
damage from over
adjustment,
Arc Adjustment Ring*
Turn clockwise to Increase
the radius.
The MPRotatorcon be
adjusted with Just
oscrewdriverond
your hand, but the
MPRTool Makes 191N
adjustments even
easterl
Yetanothertechnological breakthrough, the MPRototor5trip. Youarenowableto take
oll the benefits of the MPRotatorinto spacesyou never thoughtpossible. TheMPRotatar
strip Is the perfect solution for small areas ofturforplonts. As thename suggests, you have
total control in watering strips and
still maintain unsurpassed uniformity
andperformance. A newdimension in ExtiMPLEN!"2000*•90.210
watering flexibility is available now. 7-
MODEL ADJUSTABLE ARC
10000 90810 •so- to210•
Me2MG 211270.21010270' 01 a..uble for MI)Coo)
Mn000 300.3E7
Hunter Industries incorporated • The Irrigation Innovators
1940 Diamond Simel' San Marcos, California 92078' TEL: [phone] • FAX: [phone]
wwwAunle IndustrIes.oam
MPCaRRTn 45105.45'to105-
WICS515 LEFT
MPRCS51S SIDE
WSW RIGRT
' Role:. Add -HP M to SM4i male thread
0 ease Huller aMusafes hcmpma*d
PIN rotor LITd10 1W
-3 F0

CAULME-WEST°
PLEASE ORDER BY PART NUMBER.
PVC PRESSURE PIPE
SCH-40 & SCH-80
SIZE
O.D.
I.D.
MIN.
WALL
WEIGHT
PER
100'
FEET
PER
PALLET
PALLETS
PER
T.L.
PART
N0.
MAINLINE
.840
6.22
.109
16.18
8400
44
42016
20' BELLED END
SCH40
PRESSURE. PIPE
PVC1120
ASTM
D-1786
pW
'/.
1.050
8.24
.113
21.58
6600
40
42030
1
1.315
1.049
.133
32.00
5400
32
42046
1'/.
1.660
1.380
.140
43.40
4000
32
42056
1'/2'
1.900
1.610
.145
61.83
3600
28
42070
2'
2.375
2.067
.154
69.71
2800
24
42086
21/2
2.876
2.469
.203
110.67
2240
20
42102
W
3.600
3.068
.216
144.82
1500
20
42111
W
4.500
4.026
.237
206.19
580
28
42120
6
6.663
5.047
.258
296.52
460
24
47307
6"
6.625
6.065
.280
363.36
400
20
42130
0'
8.625
7.961
.322
649.21
280
16
46695
10,
10.750
10.020
.365
776.36
160
16
42165
12"
12,760
11.938
.406
1026.36
120
12
42165
"DUAL RATED ASTM D-1785 & D•2065
SCH-80
PRESSURE PIPE
PVC1120
ASTM
D•1785
NSf, pW
.840
.646
.147
20.63
6200
60
430
%
1.060
.742
.154
28.02
4400
48
43025
1
1.316
.957
.179
41.23
$200
32
43046
11/.
1.660
1.278
.191
67.06
00
32
43065
1'/.
1.900
1.600
.200
. 9
2360
40
43080
2
2.376
1.939
.2
95.89
1860
32
43095
2Y,
2.875
2.32
.276
146.24
1160
36
43116
3
3.600
2.900
.300
195.88
1600
20
43120
4
.500
3.826
.337
286.26
680
28
43136
6,625
6.761
.432
546.66
400
20
43150
8
8.626
7.626
.500
630.24
280
16
43165
10
10.750
9.664
.693
1230.76
160
16
43170
12
12.750
11.376
.687
1692,06
120
1 12
43176
SCH-80 PIPE IS RECOMMENDED FOR THREADING..
SCH-80 PIPE IS FURNISHED IN PLAIN END LENGTHS AND IS GRAY COLOR.
1/2" - 8" SCH-40 AND ALL SCH-80 PIPE IS CERTIFIED TO THE UNIFORM PLUMBING CODE BY NSF INTERNATIONAL,
ALL SCH-40 AND SCH-80 PIPE IS CERTIFIED TO NSFIANSI 61, ANNEX G (CA AND VT LEAD FREE LAWS) BY NSF INTERNATIONAL.
T�

PRESSURE RATINGS
FOR CRESLINE • PVC PIPE
AT 73.4°
SIZE
I '%
I %
1
1 1''/4
1 1%
1 2
2%
3
4
6
6
8
10
12
SCH40
600
480
450
370
330
280
300
260
220
190
100
160
140
130
SCH-80
850
690
630
520
470
400
420
370
320
280
250
230
230
CONVERSION CHART FOR PRESSURE RATINGS
AT VARIOUS TEMPERATURES FOR CRESLINE - PVC PIPE
TEMPERATURE °F
73.4°
80°
90°
100°
1 110°
1 12W
13W
140°
CONVERSION FACTOR
1.00
.88
.76
.02
1 .60
1 .40
1 .30
.22
PRESSURE RATING IS THE ESTIMATED MAXIMUM PRESSURE THAT WATER AS THE MEDIUM IN THE PIPE CAN
EXERT CONTI NOUSLY FOR ALONG TIME WITH A HIGH DEGREE OF CERTAINTY THAT FAILURE OF THE PIPE WILL
NOT OCCUR.
DO NOT USE PLASTIC PIPE AND FITTINGS FOR COMPRESSED AIR.
PALLET QUANTITIES PVC PRESSURE PIPE
PIPE
SIZE
FEET PER
PALLET
WT. PER PALLET
SCH•40
1/2
8400
1359
3/4
6600
1424
1
5400
1728
11/4
4000
1736
I%
3600
1866
2
2800
1952
2'%
2240
2477
3
1500
2172
4
580
1196
6
400
1453
5
460
1364
8
280
1538
10
160
1241
12
120
1230
NSF pw
PIPE
SIZE
FEET PER
PALLET
WT. PER PALLET
SCH-80
'/2
5200
1073
%
4400
1233
1
5200
2144
11/4
4000
2282
1'/2
2360
1633
2
1860
1784
2'/2
1160
1696
3
1500
2938
4
580
1660
6
400
2186
8
280
2325
10
160
1968
12
120
2030
NSF® pw•G U.P.Code
CRESLINE - WEST, INC.
CORPORATE HEADQUARTERS: 600 CROSS POINTE BOULEVARD • EVANSVILLE, IN 47715 • TELEPHONE [phone]
PLANT:3747 W. BUCKEYE ROAD - PHOENIX, AZ 85009 - TELEPHONE [phone]
WAREHOUSE:1930 W. WHITESBRIDGE ROAD � FRESNO, CA 93706 • TELEPHONE [phone]
www.cresline.com
4- 0

CAULIRE-WEST©
CWPVC-9
PLEASE ORDER BY PART NUMBER. LATERALLINES
PVC PURPLE
RECLAIMED WATER PIPE
APRIL, 2010
SOR-21
RECLAIMED WATER PIPE
200 PSI
PVC1120
ASTM
D•2241
SIZE
O.D.
I.D.
MIN,
WALL
WEIGHT
PER
100,
FEET
PER
PALLET
PALLETS
PER
T.L.
PART
NO.
'/:'
1.060
.930
.060
12.12
6600
40
57030
1
1.316
1.189
.063
16.17
5400
32
57045
1'/.
1.660
1.502
.079
26.60
4000
32
57055
1'%
1.900
1.720
.090
33.32
3600
28
57070
2
2.375
2.149
.113
52.32
2800
24
57085
2%2
2.875
2.601
.137
76.54
2240
20
57100
3
3.600
3.166
.167
113.72
1500
20
57110
4
4.600
4.072
.214
187.92
580
28
57120
6
6.625
6.993
.316
408.24
400
20
57130
SDR-13S
RECLAIMED WATER PIPE
315 PSI
PVC1120
ASTM D-2241
'/_"
.840 1
.716 1
.062 A
9.81
8400
44
57015
2
2.375
2.023
.176
78.80
2800
24
67425
2'%
2.875
2.449
.213
113.50
2240
20
57435
3
3.50D
2.982
.259
170.70
1500
20
57445
4
4.500
3.834
.333
281.80
580
28
67455
SCH-40
RECLAIMED WATER PIPE
PVC1120
ASTM
D-1785
1W.
.840
.622
.109
16.25
8400
1 44
57215
%
1.050
.824
.113
21.67
6600
40
57230
1
1.315
1.049
.133
32,14
5400
32
57245
11/.
1.660
1.380
.140
43.58
4000
32
57255
1'/2
1.900
1.610
.145
62.05
3600
28
57270
2
2.375
2.067
.154
70.00
2800
24
67286
21/1
2.875
2.469
.203
111.03
2240
20
57300
3
3.500
3.068
.216
146,43
1500
20
57310
4
4,600
4.026
.237
207.06
580
28
67320
6
1 6.625
16.065
.280
364.89
400
20
1 57330
8`"
1 8.625
1 7.961
1 .322
1 549.21
280
16
57340
"' NV[VJ 1 Vt,I� a un
3"
3.500
3A66
.167
117.16
1160
20
57180
4
4.500
4,072
.214
193.81
760
20
67187
NT
ER PIPE
i
6
6.625
5.993
.316
422.31
360
20
57195
8
8,625
7.805
.410
716.77
280
16
57199
41
GASKET JOINT PIPE IS 20 FT, LAYING LENGTH 3 T' WITH 15' BEVEL Al lmE 8PiGu ENU AND BELL DEPTH REFERENCE LAVE.
GASKET JOINT PIPE IS PRODUCED WITH A REINFORCED (STEEL BAND) GASKET WHICH IS PERMANENTLY INSTALLED AND
SEALED INTO THE BELL SOCKET AS THE PIPE IS BEING MANUFACTURED.
CRESLINE RECLAIMED WATER PIPE IS PURPLE IN COLOR. NSF rW
CRESLINE - WEST, INC.
CORPORATE HEADQUARTERS: 600 CROSS POINTE BOULEVARD • EVANSVILLE, IN 47715 • TELEPHONE [phone]
PLANT: 3747 W. BUCKEYE ROAD • PHOENIX, AZ 85009 • TELEPHONE [phone]
WAREHOUSE:1930 W. WHITESBRIDGE ROAD • FRESNO, CA 93706 -TELEPHONE [phone]
www.cresline.com
Al

Baseline Flow Sensors and Hydrometers
Baseline's "smart" flow sensors and hydrometers are two -wire ready flow measurement and control
devices that are pre-programmed with the correct K and Offset values. In addition, all Baseline
flow devices have the flow biCoder built in —no additional decoders are required. The PFS and BFS
Series Flow Sensors offer industry leading low -flow accuracy and built-in diagnostic LEDs. The IDFS
Series offers clamp -on indoor flow sensors. The BFM Flow Meters and BHM Hydrometers from Baseline
are rugged and accurate units that feature sealed totalizers and diagnostic LEDs.
PFS Series Flow Sensor Features
• Molded Mounting Tee - improved
sensor accuracy and low flow
performance
• Threaded Retaining Nut - easier to
service in valve box, more moisture
resistant than competitive sensors
Lightweight Impeller - improved low
flow performance, detects and
measures flows as low as 0.25 FPS
Built-in two -wire decoder
• Pre -configured K and Offset values
Sensor can be connected directly to
the two -wire path on any Baseline
controller - no additional equipment
required
Diagnostic LEDs - visual indication of
flow, improved troubleshooting
Detects and properly measures lower
flow rates - compatible with micro and
sub -surface drip applications
Highly accurate over a large range of
flows
Available in 1 ", 1.511, 2", 311, 4", and 6"
versions
PFS Series Flow Sensor Specifications
Wetted Materials
- Impeller: High Density Polyethylene
- Shaft: Tungsten Carbide
- O-ring: BUNA N
- Tee, housing, and retaining nut:
Type 1 PVC
Connection Type
- I" 1.5", & 2" Slip
- 3", 4", & 6" Saddle mount
Maximum Working Pressure
- 1 ",1.5", & 2" 240 psi
3", 4", & 6" 150 psi
Recommended Flow Range
111, 1.5", & 2" 0.25 to 15 FPS
3" & 4" 0.25 to 12 FPS
6" 0.5 to 12 FPS
Pressure Rating: Designed to Schedule 40
specifications
Electrical Output: Baseline two -wire,
30 VAC RMS
Temperature Range: 320F to 140OF
(0°C to 60°C)
Accuracy: Better than ±l %within
recommended flow range
Repeatability: Better than ±0.3%within
recommended flow ranae

PFS Series Flow Sensor Specifications, cont.
>>>Recommended Flow Range
>>>Dimensions
How to Specify PFS Series Sensors
BL-PFS100- 1"Two-Wire Ready PVC Flow
Sensor
BL-PFS150- 1.5" Two -Wire Ready PVC
Flow Sensor
BL-PFS200- 2" Two -Wire Ready PVC Flow
Sensor
BL-PFS300-3" Two -Wire Ready PVC Flow
Sensor
• BL-PFS400 - 4" Two -Wire Ready PVC Flow
Sensor
• BL-PFS600-6" Two -Wire Ready PVC Flow
Sensor
4 .5
BFS Flow Sensor Features
Brass bodied sensor with female NPT
connections
Threaded Retaining Nut - easier to
service in valve box, more moisture
resistant than competitive sensors
Lightweight Impeller- detectsand
measures flows as low as 0.50 FPS
Built-in two -wire decoder
Pre -configured K and Offset values
Sensor can be connected directly to
the two -wire path on any Baseline
controller - no additional equipment
required
Diagnostic LEDs -visual indication of
flow, improved troubleshooting
Highly accurate over a large range of
flows
Available in 1.5"
BFS Flow Sensor Specifications
Wetted Materials
- Impeller: High Density Polyethylene
- Shaft: Tungsten Carbide
- 0-ring: BUNA N
- Body and Retaining Nut Material:
Lead free Bronze Alloy C89833
Federalloy®1-836
Connections: Female Pipe Thread (NPT)
• Maximum Working Pressure: 250 psi
• Temperature Range: 320 -140OF (00 - 600C)
• Recommended Flow Range: 0:50 to 15 FPS
Electrical: Baseline two -wire (30 VAC RMS)

BFS Flow Sensor Specifications, cont.
>>>Recommended Flow Range
>>>Dimensions
INS Series Indoor Flow Sensors
How to Specify the BFS Flow Sensor
• BL-BFS150 -1.5" Two -Wire Ready Brass
Flow Sensor
Baseline's INS Series Indoor Flow Sensors have clamp -on mounting brackets that fit pipe sizes from
1/4' up to 2'. These ultrasonic flow sensors send hourly flow data to the Baseline irrigation controller
and to BaseManager and BACnet Manager.
IDFS Series Flow Sensor Features
• The sensor clamps onto the outside of a
pipe and can accurately sense the flow of
liquid through the pipe.
• Requires no pipe modification
• Takes ultrasonic readings
• Specifically designed for indoor use
• Integrated Baseline BL-5309 Flow biCoder
• Pre -configured K and Offset values
• Sensor can be connected directly to the
two -wire path on any Baseline controller -
no additional equipment required
• Available in'/4", */8' 1/Z 1/411", 1'/4', l y2', and
2" versions
• Settings are locked to prevent inadvertent
changes. Can be unlocked with assistance
from Baseline Support.
INS Series Flow Sensor Specifications
• Supported Pipe Materials
- Pre -configured for Schedule 40
copper pipe
- The settings can be changed to
support other types of metal or resin
pipe.
• Supported Fluids
- Water
- Oils
- Chemicals
• Supported Fluid Temperature: 320to185° F
(Pipe surface must be free of condensation
or frost, which can affect the ultrasonic
pulse)
• Flow Direction
- Pre -configured for left -to -right flow
- The settings can be changed to
acccmmodateright-to-left flow
• Connection Type: Clamp on

IDFS Series Flow Sensor Specifications, cont.
• Maximum Rated Flow
'/:'
5.2 GPM
1 "
52.8 GPM
3/B
7.9 GPM
1 Y:'
79.3 GPM
'/2"
15.9 GPM
1'/s"
105.7 GPM
3/4"
26.4 GPM
2"
132.1 GPM
• Pipe must be full
• No air pockets in liquid to be measured
• Oil -resistant Polyurethane connector
cable
• Temperature Range: 140 to 140OF
(-100 to 600C), no freezing
• Relative Humidity: 35 to 85% non
condensing
• Power Supply Voltage: 30 VDC
• Electrical Output: Baseline two -wire,
30 VAC RMS
How to Specify IDFS Series Flow Sensors
BFM Series Flow Meter Features
• Small, rugged, highly reliable - only one
moving part
• No straight pipe installation requirement
• Highly accurate over a large range of
flows
• Magnetically driven sealed register with
totalizer
• Baseline two -wire ready - no decoder
required
• Compatible with all Baseline controllers
• Pre -configured K and Offset values
BFM Series Flow Meter Specifications
• Maximum Working Pressure: 140 psi
• Maximum Liquid Temperature: 1220F (50°C)
• Body Material: Corrosion proof copper
alloy with polyester coating
Connections: Male Pipe Thread (NPT)
Electrical: Baseline two -wire (30 VAC RMS)
>>>Flow Performance Information
>>>Dimensions and Weight
pg.4 Rev 02082018

How to Specify BFM Series Flow Meters
• BL-BFM075 - 0.75" Two -Wire Ready Flow
Meter with Integrated Flow biCoder
• BL-BFM100 - 1" Two -Wire Ready Flow
Meter with Integrated Flow biCoder
• BL-BFM150 - 1.5" Two -Wire Ready Flow
Meter with Integrated Flow biCoder
BHM Series Hydrometer Specifications
• Maximum Working Pressure: 235 psi
• Minimum Working Pressure: 14 psi
• Connections: National Pipe Thread
or ANSI Flange
• Body Material: Cast iron with
polyester coating
• Diaphragm Material: Reinforced
natural rubber
• Electrical: Baseline two -wire (30 VAC
RMS)
BHM Series Hydrometer & Master Valve
Combination master valve, water
meter, and flow sensor >>>Dimensions & Weight
• Rugged, heavy-duty construction
• Fast and highly reliable double -
chambered valve
• No straight pipe installation
requirement
• Highly accurate over a large range
of flows
Magnetically driven sealed register
with totalizer
• Baseline two -wire ready- no
additional decoders required
Compatible with all Baseline
controllers
Pre -configured K and Offset values
Optional pressure regulation
available
>>>Flow Performance Information

How to Specify BHM Series Hydrometers
• BL-BHMI 50
1.5" Two -Wire Ready Hydrometer, Normally Closed (NPT Male Threaded)
• BL-BHM150-NO
1.5" Two -Wire Ready Hydrometer, Normally Open (NPT Male Threaded)
• BL-BHM200
2"
Two -Wire Ready Hydrometer, Normally Closed (NPT Female Threaded)
• BL-BHM200-NO
2"
Two -Wire Ready Hydrometer, Normally Open (NPT Female Threaded)
• BL-BHM300
3"
Two -Wire Ready Hydrometer, Normally Closed (Flanged)
• BL-BHM300-NO
3"
Two -Wire Ready Hydrometer, Normally Open (Flanged)
• BL-BHM400
4"
Two -Wire Ready Hydrometer, Normally Closed (Flanged)
• BL-BHM400-NO
4"
Two -Wire Ready Hydrometer, Normally Open (Flanged)

SRV PGV JAR -TOP PGV-ASV ICV IBV QU ICK COUPLERS
PG
� / APPLICATION SIZE
V Residential/Light Commercial 1", 11h'', 2•' 0.2
THESE PROFESSIONAL GRADE VALVES ARE READY
FOR ALL SYSTEM SIZES.
FEATURES
• Application (PGV100): Residential
• Application (PGV701, 151, 201):
Res-Identialilight commercial
• Sues: V, tic' 2'
• External and internal manual bleed
allows quick and easy "at the valve'
activation
• Durable bolted bonnet design for
maximum strength
• Double -beaded diaphragm seal design
for superior leak -free performance
• DC latching solenoids enable Hunter'
battery -powered controllers
• Captive bonnet bolts provide
hassle -free valve maintenance
• Low flow capability allows use of HunI
micro -irrigation products
• Encapsulated 24 VAC solenoid with
captive plunger for hassle -free service
• Temperature rating: 150= F
• Warranty period: 2 years
ADVANCED FEATURES
••Flow control(PGV101, 151, and 201 only) •• Reclaimed water ID handle(PGV101,
•• Accu-SyncaM capable 151, and 201 only)
• • - Detailed descriptions on pages 52 and 53
OPERATING SPECIFICATIONS (PGV100, 101)
Flow rate: 0.2 to 30 GPM
Recommended pressure range: 20 to 150 PSI
OPERATING SPECIFICATIONS (PGV151, 201)
Flow rate: 1%': 20 to 120 GPM;
21: 20 to 150 GPM
Recommended pressure range: 20 to 150 PSI
FACTORY INSTALLED OPTIONS
Valve without solenoid
DC latching solenoid
USER INSTALLED OPTIONS
Solenoid conduit cover (P/N 464322)
DC latching solenoid (P/N 458200)
Accu-Sync pressure regulator
Reclaimed water ID for PGV-101 models
(P/N 269205) and PGV-151/201 models
(P/N 607105)
PGV Pressure Loss In PSI
GP
1-
P
W
1A-
2'
2-
Globe
Angle
Globe
Angle Globe
Angle
1.1
1
5
1.9
1
to
i.9
I
15
1.6
1
20
3.3
2
3
3
1
1
30
6A
3
3
3
1
2
40
3
3
2
2
50
4
35
1
1
60
5
4
2
2
eo
5.5
45
3
2
100
9
8
5
3
to
11.5
10.5
6
5
135
a
7
,so
10
9
PGVQOOG: 5' H x 4W L x 2K' W
PGW101G: 5' H x 4lyV L x 2ha' W
PGV-151:7W Hx 5%"Lx 4WV1
PGV-201:8"H x61W Lx SW W
MODELS
'INLET/OUTLET
OPTIONS
OSER INSTALLED
PGV-1000- 1' Globe valve, no flow control
(blank) Female NPT ! (blank)•No oplbn j
(da '
S• SDC Op x'lip(exdudas PGV '. DC latching solenoid$
H•Pe<la'medwateil0 haidla
PGW101G=1'Glohavalve, with llawcwtrd
and MYRNt) is- Valve wIMIislenoid
(exropL PGVd00G)
PGV-100A- 1' Angle valve, no low cnuol
B-BSP threads I
DC = DC oid
PGV.IOIA - V Angle valve, with Row convol
u-Sync adjustlatching able
AS�ADJ=AccmSync adjustable procure regulator
PGV 151- IW Glebelangle valve, with Row control
-
AS-20a Accu-Sync 20 PSI pressure regulator
AS all • Accu-Sync 30 PSI pressure regulator
PGV30i - 2' Globdangle valve, with flowcontrol
AS-40•AcouSync 40 PSl pressure regulator
PGV400. V Globe valve, no flow control
MB= Male thread x l' barb
AS-50•Attu-Sync 50 PSI pressure regulator
AS-70-Accu-Sync 70 PSl
M 11125 = Male thread IA' barb
pressure regulator
PGV101• P Globe v.Ne,,Mlh Row eonuol
MIA =Male x male(NPT)
PGV-'W 1G•S-DC PGlobe valve, with Row control, slip xsfp, and DC latch'mgmleroid
PGV-l00•M8-AS VGlobe w,he,nor love 1.mr.treal. thread xl'barb,and Accu-Syne"pressure regulalor
PGV-151•DC-R IW Globelangle valve, with How control, DC latching solenoid, and reclaimed water ID handle
Hunter
0

Threaded
ow
NSF
FEATURES & BENEFITS
• ISO-9002 • Fits Sch. 40 & Sch. 80 Pipe
• 150 PSI @ 73 Deg. F. • Threaded or Solvent Ends
• Economy Pattern • Threaded Ends Comply With ASTM F1498
• White Color • Solvent Ends Comply With ASTM D2466
• NSF Approved • Sizes 1/2" - 2"
DIMENSIONS
RE
Part#
Threaded
Part#
Solvent
A
B
C
D
E
F1
sowemo�lyl
(solvent only)
770T03
770S03
93/4l
3.16
1.75
2.74
0.92
0.71
0.84
0.85
770T04
770SO4
3.61
2.11
3.01
1,02
0.87
1.05
1.06
770T05
770S05
1"
4.19
2.33
3.53
1.16
1.06
1.31
1.33
770T06
770S06
1-1/4"
4.76
2.56
3.64
1.26
1.21
1.66
1,67
770T07
770S07
1-1/2'
5.13
2.85
4.37
1.37
1.46
1.89
1.91
770T08
770S08
2"
5.93
3.43
5.52
1.50
1.83
2.37
2.39
MATERIAL SPECIFICATIONS
No.
Pat
Material
i
0-Ring
EPDM
2
0-Wng
EPDM
3
Gasket
Plastic
4
Body
PVC
5
Ball
Polypropylene
6
Handle
ASS
7
Cap
ABS
IW' MATCO-NORCA
Global sourcing. National compliance. Local service.
NEW YORK PO Box 27, Rt.22, Brewster NY 10509 • Toll Free:800-431-2082 - Fax:[phone]
TEXAS 1150Silber Rd.,Houston TX77055 •Toll Free:800-935-5456 •Fax:[phone]
CALIFORNIA 5593 Fresca Dr., La Palma CA 90623 • Toll Free: 866-532-8306 • Fax: [phone]
WEB: www.matco-norca.com EMAIL: [e-mail]
1 /

LAWN PREPARATION SPECIFICATIONS FOR REUSE IRRIGATED AREAS
1.1 SUB GRADE PREP
A. NEWLY GRADED SUBGRADES: LOOSEN SUBGRADE TO A MINIMUM DEPTH OF 4INCHES. REMOVE
STONES LARGER THAN 1 INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER
EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY
SPREAD PLANTING SOIL MIX TO A DEPTH OF 4 INCHES BUT NOT LESS THAN REQUIRED TO
MEET FINISH GRADES AFTER LIGHT ROLLING AND NATURAL SETTLEMENT. DO NOT SPREAD IF
PLANTING SOIL OR SUBGRADE IS FROZEN, MUDDY, OR EXCESSIVELY WET. REDUCE
ELEVATION OF PLANTING SOIL TO ALLOW FOR SOIL THICKNESS OF SOD.
B. UNCHANGED SUBGRADES: IF LAWNS ARE TO BE PLANTED IN AREAS UNALTERED OR
UNDISTURBED BY EXCAVATING, GRADING, OR SURFACE -SOIL STRIPPING OPERAT IONS,
PREPARE SURFACE SOIL AS FOLLOWS:
• REMOVE EXISTING GRASS, VEGETATION, AND TURF. DO NOT MIX INTO SURFACE SOIL.
• LOOSEN SURFACE SOIL TO A DEPTH OF AT LEAST 6". APPLY SOIL AMENDMENTS AND
FERTILIZERS ACCORDING TO PLANTING SOIL MIX PROPORTIONS AND MIX THOROUGHLY INTO
TOP 4" OF SOIL. TILL SOIL TO A HOMOGENEOUS MIXTURE OF FINE TEXTURE.
C. FINISH GRADING: GRADE PLANTING AREAS TO ASMOOTH, UNIFORM SURFACE PLANE WITH
LOOSE, UNIFORMLY FINE TEXTURE. GRADE TO WITHIN PLUS OR MINUS OF FINISH ELEVATION.
ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS TO MEET FINISH GRADES. LIMIT
FINISH GRADING TO AREAS THAT CAN BE PLANTED IN THE
IMMEDIATE FUTURE.
D. MOISTEN PREPARED LAWN AREAS BEFORE PLANTING IF SOIL IS DRY. WATER THOROUGHLY AND
ALLOW SURFACE TO DRY BEFORE PLANTING. DO NOT CREATE MUDDY SOIL.
E. BEFORE PLANTING, RESTORE AREAS IF ERODED OR OTHERWISE DISTURBED AFTER FINISH
GRADING.
1.2 SEEDING
A. DO NOT BROADCAST OR DROP SEED WHEN WIND VELOCITY EXCEEDS 5 MPH EVENLY
DISTRIBUTE SEED BY SOWING EQUAL QUANTITIES IN TWO DIRECTIONS AT RIGHT ANGLES TO
EACH OTHER.
B. SOW SEED AT A TOTAL RATE OF 5 TO 8 LB/1000 SQ. FT.
C. RAKE SEED LIGHTLY INTO TOP 118 INCH OF SOIL, ROLL LIGHTLY, AND WATER WITH FINE SPRAY.
D. PROTECT SEEDED AREAS WITH SLOPES NOT EXCEEDING 1:6 BY SPREADING STRAW MULCH.
SPREAD UNIFORMLY AT A MINIMUM RATE OF 2 TONS/ACRE TO FORM A CONTINUOUS BLANKET
1-IN LOOSE DEPTH OVER SEEDED AREAS. ANCHOR STRAW MULCH BY CRIMPING INTO SOIL
WITH SUITABLE MECHANICAL EQUIPMENT.
1.3 SODDING
A. LAY SOD WITHIN 24 HOURS OF HARVESTING. DO NOT LAY SOD IF DORMANT OR IF GROUND IS
FROZEN OR MUDDY.
B. LAY SOD TO FORM A SOLID MASS WITH TIGHTLY FITTED JOINTS. BUTT ENDS AND SIDES OF SOD;
DO NOT STRETCH OR OVERLAP. STAGGER SOD STRIPS OR PADS TO OFFSET JOINTS IN
ADJACENT COURSES. AVOID DAMAGE TO SUBGRADE OR SOD DURING INSTALLATION. TAMP AND
ROLL LIGHTLY TO ENSURE CONTACT WITH SUBGRADE, ELIMINATE AIR POCKETS, AND FORM A
SMOOTH SURFACE. WORK SIFTED SOIL OR FINE SAND INTO MINOR CRACKS BETWEEN PIECES
OF SOD; REMOVE EXCESS TO AVOID SMOTHERING SOD AND ADJACENT GRASS
LAY SOD ACROSS ANGLE OF SLOPES EXCEEDING 1:3.
ANCHOR SOD ON SLOPES EXCEEDING 1: 3 WITH OR STEEL STAPLES SPACED AS
RECOMMENDED BY SOD MANUFACTURER BUT NOT LESS THAN 2 ANCHORS PER SOD STRIP
TO PREVENT SLIPPAGE.
C. SATURATE SOD WITH FINE WATER SPRAY WITHIN TWO HOURS OF PLANTING. DURING FIRST
WEEK AFTER PLANTING, WATER DAILY OR MORE FREQUENTLY AS NECESSARY TO MAINTAIN
MOIST SOIL TO A MINIMUM DEPTH OF 1-1/2 INCHES BELOW SOD.
1.4 LAWN MAINTENANCE
✓c2

A. MAINTAIN AND ESTABLISH LAWN BY WA TERING, FERTILIZING, WEEDING, MOWING, TRIMMING,
REPLANTING, AND OTHER OPERATIONS UNTIL ACCEPTABLE LAWN IS ESTABLISHED OR UNTIL
FINAL BUILDING ACCEPTANCE BY OWNER, WHICHEVER IS LATER. ROLL, REGRADE, AND REPLANT
BARE OR ERODED AREAS AND REMULCH TO PRODUCE A UNIFORMLY SMOOTH LAWN. PROVIDE
MATERIALS AND INSTALLATION THE SAME AS THOSE USED IN THE ORIGINAL INSTALLATION.
B. MOW LAWN AS SOON AS TOP GROWTH IS TALL ENOUGH TO CUT. REPEAT MOWING TO MAINTAIN
SPECIFIED HEIGHT WITHOUT CUTTING MORE THAN 1 /3 OF GRASS HEIGHT. REMOVE NO MORE
THAN 1 /3 OF GRASS -LEAF GROWTH IN INITIAL OR SUBSEQUENT MOWINGS.
1.5 SATISFACTORY LAWNS
A. SATISFACTORY SEEDED LAWN: AT END OF MAINTENANCE PERIOD, A HEALTHY, UNIFORM, CLOSE
STAND OF GRASS HAS BEEN ESTABLISHED, FREE OF WEEDS AND SURFACE IRREGULARITIES, WITH
COVERAGE EXCEEDING 90 PERCENT OVER ANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5 BY
5-INCHES, WITH AT LEAST 85% OF THE TOTAL GRASS COVERAGE CONSISTING OF THE
SPECIFIED GRASS SPECIES.
B. SATISFACTORY SODDED LAWN: AT END OF MAINTENANCE PERIOD, A HEALTHY, WELL -ROOTED,
EVEN -COLORED, VIABLE LAWN HAS BEEN ESTABLISHED, FREE OF WEEDS, OPEN JOINTS, BARE
AREAS, AND SURFACE IRREGULARITIES.
C. USE SPECIFIED MATERIALS TO REESTABLISH LAWNS THAT DO NOT COMPLY WITH
REQUIREMENTS AND CONTINUE MAINTENANCE UNTIL LAWNS ARE SATISFACTORY.
PLANT MATERIAL INSTALLATION SPECIFICATIONS FOR REUSE
IRRIGATED AREAS
1.6 PLANTING BED ESTABLISHMENT
A. LOOSEN SUBGRADE OF PLANTING BEDS TO A MINIMUM DEPTH OF 24 INCHES. REMOVE STONES
LARGER THAN 1 -INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER
EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY.
SPREAD PLANTING SOIL MIX TO A DEPTH OF 6 INCHES BUT NOT LESS THAN REQUIRED TO
MEET FINISH GRADES AFTER NATURAL SETTLEMENT. DO NOT SPREAD IF PLANTING SOIL OR
SUBGRADE IS FROZEN, MUDDY, OR EXCESSIVELY WET.
B. FINISH GRADING: GRADE PLANTING BEDS TO A SMOOTH, UNIFORM SURFACE PLANE WITH
LOOSE, UNIFORMLY FINE TEXTURE. ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS
TO MEET FINISH GRADES
1.7 7 TREES AND SHRUBS
A. EXCAVATION OF PITS AND TRENCHES: EXCAVATE CIRCULAR PITS WITH SIDES SLOPED INWARD
(AT LEAST 12 INCHES WIDER THAN ROOT SPREAD). TRIM BASE LEAVING CENTER AREA RAISED
SLIGHTLY TO SUPPORT ROOT BALL AND ASSIST IN DRAINAGE. SCARIFY BASE TO A MINIMUM
DEPTH OF 42 INCHES. SCARIFY SIDES OF PLANT PIT SMEARED OR SMOOTHED DURING
EXCAVATION.
B. BEFORE PLANTING, VERIFY THAT ROOT FLARE IS VISIBLE AT TOP OF ROOT BALL ACCORDING TO
ANSI Z60 .1.
C. STOCK WITH ROOT BALLS: SET TREES AND SHRUBS PLUMB AND IN CENTER OF PIT OR TRENCH
WITH TOP OF ROOT BALL FLUSH WITH ADJACENT FINISH GRADES.
• BALLED AND BURLAPPED: REMOVE BURLAP AND WIRE BASKETS FROM TOPS OF ROOT BALLS
AND PARTIALLY FROM SIDES, BUT DO NOT REMOVE FROM UNDER ROOT BALLS, REMOVE
PALLETS, IF ANY, BEFORE SETTING. DO NOT USE PLANTING STOCK IF ROOT BALL IS
CRACKED OR BROKEN BEFORE OR DURING PLANTING OPERATION.
• CONTAINER GROWN: CAREFULLY REMOVE ROOT BALL FROM CONTAINER WITHOUT
DAMAGING ROOT BALL OR PLANT.
• PLACE PLANTING SOIL MIX AROUND ROOT BALL IN LAYERS, TAMPING TO SETTLE MIX AND
ELIMINATE VOIDS AND AIR POCKETS. WHEN PIT IS APPROXIMATELY ONE-HALF BACKFILLED,
WATER THOROUGHLY BEFORE PLACING REMAINDER OF BACKFILL, REPEAT WATERING UNTIL
NO MORE WATER IS ABSORBED WATER AGAIN AFTER PLACING AND TAMPING FINAL LAYER
OF PLANTING SOIL MIX.
F. ORGANIC MULCHING: APPLY 3-INCH AVERAGE THICKNESS OF ORGANIC MULCH EXTENDING 12
y��

INCHES BEYOND EDGE OF PLANTING PIT OR TRENCH. DO NOT PLACE MULCH WITHIN 3 INCHES
OF TRUNKS OR STEMS.
1.8 TREE AND SHRUB PRUNING
A. PRUNE, THIN, AND SHAPE TREES AND SHRUBS ACCORDING TO STANDARD HORTICULTURAL
PRACTICE. PRUNE TREES TO RETAIN REQUIRED HEIGHT AND SPREAD, DO NOT CUT TREE
LEADERS; REMOVE ONLY INJURED OR DEAD BRANCHES FROM FLOWERING TREES, PRUNE
SHRUBS TO RETAIN NATURAL CHARACTER.
1.9 GROUND COVER PLANTING
A. DIG HOLES LARGE ENOUGH TO ALLOW SPREADING OF ROOTS AND BACKFILL WITH PLANTING
SOIL.
B. WORK SOIL AROUND ROOTS TO. ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER
INDENTATION AROUND PLANTS TO HOLD WATER.
C. WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER PLANT CROWNS WITH WET
SOIL.
D. PROTECT PLANTS FROM HOT SUN AND WIND; REMOVE PROTECTION IF PLANTS SHOW EVIDENCE
OF RECOVERY FROM TRANSPLANTING SHOCK.
1.10 PLANT MAINTENANCE
A. TREE AND SHRUB MAINTENANCE: MAINTAIN PLANTINGS BY PRUNING, CULTIVATING, WATERING,
WEEDING, FERTILIZING, RESTORING PLANTING SAUCERS, AND RESETTING TO PROPER GRADES
OR VERTICAL POSITION, AS REQUIRED TO ESTABLISH HEALTHY, VIABLE PLANTINGS. SPRAY OR
TREAT AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE.
B. GROUND COVER AND PLANT MA INTENANCE: MAINTAIN AND ESTABLISH PLANTINGS BY
WATERING, WEEDING, FERTILIZING, MULCHING, AND OTHER OPERATIONS AS REQUIRED TO
ESTABLISH HEALTHY, VIABLE PLANTINGS.
PROTECT EXTERIOR PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPERATIONS BY
OTHER CONTRACTORS AND TRADES, AND OTHERS. MAINTAIN PROTECTION DURING
INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPA IR, OR REPLACE DAMAGED PLANTINGS.
4'�-

A. MAINTAIN AND ESTABLISH LAWN BY WA TERING, FERTILIZING, WEEDING, MOWING, TRIMMING,
REPLANTING, AND OTHER OPERATIONS UNTIL ACCEPTABLE LAWN IS ESTABLISHED OR UNTIL
FINAL BUILDING ACCEPTANCE BY OWNER, WHICHEVER IS LATER. ROLL, REGRADE, AND REPLANT
BARE OR ERODED AREAS AND REMULCH TO PRODUCE A UNIFORMLY SMOOTH LAWN, PROVIDE
MATERIALS AND INSTALLATION THE SAME AS THOSE USED IN THE ORIGINAL INSTALLATION,
B. MOW LAWN AS SOON AS TOP GROWTH IS TALL ENOUGH TO CUT. REPEAT MOWING TO MAINTAIN
SPECIFIED HEIGHT WITHOUT CUTTING MORE THAN 1 /3 OF GRASS HEIGHT. REMOVE NO MORE
THAN 1 /3 OF GRASS -LEAF GROWTH IN INITIAL OR SUBSEQUENT MOWINGS.
1.5 SATISFACTORY LAWNS
A. SATISFACTORY SEEDED LAWN: AT END OF MAINTENANCE PERIOD, A HEALTHY, UNIFORM, CLOSE
STAND OF GRASS HAS BEEN ESTABLISHED, FREE OF WEEDS AND SURFACE IRREGULARITIES, WITH
COVERAGE EXCEEDING 90 PERCENT OVER ANY 10 SQ. FT. AND BARE SPOTS NOT EXCEEDING 5 BY
5-INCHES, WITH AT LEAST 85% OF THE TOTAL GRASS COVERAGE CONSISTING OF THE
SPECIFIED GRASS SPECIES.
B. SATISFACTORY SODDED LAWN: AT END OF MAINTENANCE PERIOD, A HEALTHY, WELL -ROOTED,
EVEN -COLORED, VIABLE LAWN HAS BEEN ESTABLISHED, FREE OF WEEDS, OPEN JOINTS, BARE
AREAS, AND SURFACE IRREGULARITIES.
C. USE SPECIFIED MATERIALS TO REESTABLISH LAWNS THAT DO NOT COMPLY WITH
REQUIREMENTS AND CONTINUE MAINTENANCE UNTIL LAWNS ARE SATISFACTORY.
PLANT MATERIAL INSTALLATION SPECIFICATIONS FOR REUSE
IRRIGATED AREAS
1.6 PLANTING BED ESTABLISHMENT
A. LOOSEN SUBGRADE OF PLANTING BEDS TO A MINIMUM DEPTH OF 24 INCHES. REMOVE STONES
LARGER THAN 1 -INCH IN ANY DIMENSION AND STICKS, ROOTS, RUBBISH, AND OTHER
EXTRANEOUS MATTER AND LEGALLY DISPOSE OF THEM OFF OWNER'S PROPERTY.
• SPREAD PLANTING SOIL MIX TO A DEPTH OF 6 INCHES BUT NOT LESS THAN REQUIRED TO
MEET FINISH GRADES AFTER NATURAL SETTLEMENT. DO NOT SPREAD IF PLANTING SOIL OR
SUBGRADE IS FROZEN, MUDDY, OR EXCESSIVELY WET.
B. FINISH GRADING: GRADE PLANTING BEDS TO A SMOOTH, UNIFORM SURFACE PLANE WITH
LOOSE, UNIFORMLY FINE TEXTURE. ROLL AND RAKE, REMOVE RIDGES, AND FILL DEPRESSIONS
TO MEET FINISH GRADES
1.7 7 TREES AND SHRUBS
A. EXCAVATION OF PITS AND TRENCHES: EXCAVATE CIRCULAR PITS WITH SIDES SLOPED INWARD
(AT LEAST 12 INCHES WIDER THAN ROOT SPREAD). TRIM BASE LEAVING CENTER AREA RAISED
SLIGHTLY TO SUPPORT ROOT BALL AND ASSIST IN DRAINAGE. SCARIFY BASE TO A MINIMUM
DEPTH OF 42 INCHES. SCARIFY SIDES OF PLANT PIT SMEARED OR SMOOTHED DURING
EXCAVATION.
B. BEFORE PLANTING, VERIFY THAT ROOT FLARE IS VISIBLE AT TOP OF ROOT BALL ACCORDING TO
ANSI Z60 .1.
C. STOCK WITH ROOT BALLS: SET TREES AND SHRUBS PLUMB AND IN CENTER OF PIT OR TRENCH
WITH TOP OF ROOT BALL FLUSH WITH ADJACENT FINISH GRADES.
• BALLED AND BURLAPPED: REMOVE BURLAP AND WIRE BASKETS FROM TOPS OF ROOT BALLS
AND PARTIALLY FROM SIDES, BUT DO NOT REMOVE FROM UNDER ROOT BALLS. REMOVE
PALLETS, IF ANY, BEFORE SETTING. DO NOT USE PLANTING STOCK IF ROOT BALL IS
CRACKED OR BROKEN BEFORE OR DURING PLANTING OPERATION.
• CONTAINER GROWN: CAREFULLY REMOVE ROOT BALL FROM CONTAINER WITHOUT
DAMAGING ROOT BALL OR PLANT.
• PLACE PLANTING SOIL MIX AROUND ROOT BALL IN LAYERS, TAMPING TO SETTLE MIX AND
ELIMINATE VOIDS AND AIR POCKETS. WHEN PIT IS APPROXIMATELY ONE-HALF BACKFILLED,
WATER THOROUGHLY BEFORE PLACING REMAINDER OF BACKFILL. REPEAT WATERING UNTIL
NO MORE WATER IS ABSORBED WATER AGAIN AFTER PLACING AND TAMPING FINAL LAYER
OF PLANTING SOIL MIX.
F. ORGANIC MULCHING: APPLY 3-INCH AVERAGE THICKNESS OF ORGANIC MULCH EXTENDING 12
y��

INCHES BEYOND EDGE OF PLANTING PIT OR TRENCH. DO NOT PLACE MULCH WITHIN 3 INCHES
OF TRUNKS OR STEMS.
1.8 TREE AND SHRUB PRUNING
A. PRUNE, THIN, AND SHAPE TREES AND SHRUBS ACCORDING TO STANDARD HORTICULTURAL
PRACTICE. PRUNE TREES TO RETAIN REQUIRED HEIGHT AND SPREAD. DO NOT CUT TREE
LEADERS; REMOVE ONLY INJURED OR DEAD BRANCHES FROM FLOWERING TREES. PRUNE
SHRUBS TO RETAIN NATURAL CHARACTER.
1.9 GROUND COVER PLANTING
A. DIG HOLES LARGE ENOUGH TO ALLOW SPREADING OF ROOTS AND BACKFILL WITH PLANTING
SOIL.
B. WORK SOIL AROUND ROOTS TO. ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER
INDENTATION AROUND PLANTS TO HOLD WATER.
C. WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO COVER PLANT CROWNS WITH WET
SOIL.
D. PROTECT PLANTS FROM HOT SUN AND WIND; REMOVE PROTECTION IF PLANTS SHOW EVIDENCE
OF RECOVERY FROM TRANSPLANTING SHOCK.
1.10 PLANT MAINTENANCE
A. TREE AND SHRUB MAINTENANCE: MAINTAIN PLANTINGS BY PRUNING, CULTIVATING, WATERING,
WEEDING, FERTILIZING, RESTORING PLANTING SAUCERS, AND RESETTING TO PROPER GRADES
OR VERTICAL POSITION, AS REQUIRED TO ESTABLISH HEALTHY, VIABLE PLANTINGS. SPRAY OR
TREAT AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE.
B. GROUND COVER AND PLANT MA INTENANCE: MAINTAIN AND ESTABLISH PLANTINGS BY
WATERING, WEEDING, FERTILIZING, MULCHING, AND OTHER OPERATIONS AS REQUIRED TO
ESTABLISH HEALTHY, VIABLE PLANTINGS.
PROTECT EXTERIOR PLANTS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPERATIONS BY
OTHER CONTRACTORS AND TRADES, AND OTHERS. MAINTAIN PROTECTION DURING
INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPA IR, OR REPLACE DAMAGED PLANTINGS.
0-

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PROJECT
BOUNDARY
PHASE 9
REUSE
40'
SCALE 1:24 000
1 0.5
0
KILOMETERS 1 2
1000 500
0
METERS 1000 2000
1 0.5
0 1
MILES
1000 0 1000 2000
3000
4000 50DO 6000 7000 8000 9000 10000
FEET
E
0
m
TWELVE OAKS SUBDIVISION
ARED FOR!
MERTAGE HOMES
i
HOLLY SPRINGS, WAKE COUNTY, NORTH CAROLINA
3005 CARRINGTON MILL BLVD
MORRISVILLE, NC 27560
PHASE 9 - WATERSHED CLASSIFICATION
DATE : 2/19/2018
USGS QUAD 'APEX'
S&N FIRM CERT. #: C-1875
SPAULDING &
PROJECT ENGINEER:
o
a
THOMAS J. SPAULDING
a
/o/
s NORM, PA
PROJECT CADD DESIGNER:
DesiT
WE
1/_�■ , N th C Road
972 TrinConity Road
Raleigh, North Carolina 27607
PROJECT SURVEYOR:
Il
Phone [phone] Fax [phone]
ROBINSON & PWJTE, P.C.
APEX, NC
2016
SEAL: 10
`\11111111111/
N

&Siteone-
LANDSCAPE SUPPLY
Stronger Together
Twelve Oaks Phase 9 Landscape Water Monthly Budget Calculation
NOTE: Calculations for estimating purposes only, all calculations derived from landscape plans
NOT FOR CONSTRUCTION. Actual usage will depend on weather conditions, plant health
establishment needs, and overall site management processes.
Month
Irrigation
Requirement'
Conversion
Factor
Irrigated Area in
Square Feet'
= Water Budget
(gallons/month)
April
1.36inches
0.997
2,313,385
3,136,765
May
1.76inches
0.997
2,313,385
4,059,343
June
1.92 inches
0.997
2.313,385
4,428,374
July
1.76 inches
0.997
2,313,385
4,059,343
August
1.63 inches
0.997
2,313,385
3,759,505
September
1.25 inches
0.997
2,313,385
2,883.056
October
0.85 inches
0.997
2,313,385
1,960,478
**January, February, March, November and December irrigation system to be winterized
'Irrigation Requirement derived from NC State Extension Publication AG-661, Table 13.
https://content ces.ncsu.edu/water-requirements-of-north-carolina-turfqrasses
'Irrigated Area in Square Feet = Total Irrigated Turf Area + Total Irrigated Shrub Area
Water Budget per month = Inches of Water * Conversion Factor * Irrigated Area
Conversion Factor = 27154 gallons per inch of irrigation per 43560 square foot / 62.5%
minimum industry standard irrigation efficiency
N CARp'%,,,
300 Colonial Center Parkway I Suite 600 1 Roswell, GA 30076
p. 470.277,7000 1 Site0nexom

Twelve Oaks Phase 9 Daily Peak Landscape Water Budget Calculation
Peak Usage Month June
Irrigation Days in Month
Peak Usage Daily July
Allowable Irrigation Hours per Day
Peak Usage Hourly July
Peak Usage GPM
Peak Usage GPM per Water Meter
4,428.374 gallons
30
147,612 gallons
24 hour water window
21,087 gallons
103 GPM
21 GPM
&Siteane-
LANDSCAPE SUPPLY
Stronger Together
NOTE: Calculations for estimating purposes only; all calculations derived from landscape plans
NOT FOR CONSTRUCTION. Actual usage will depend on weather conditions, plant health
establishment needs, and overall site management processes.
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