20081121 Ver 1_More Info Received_20090518

Summey Engineering Associates, PLLC
Engineering • Land Planning - Consulting
P.O. Box 968
Asheboro, NC 27204
Phone: [phone] Fax: [phone]
May 15, 2009
Re: Diamonds Keep Subdivision
Stormwater Review
DWQ # 08-1121
Randolph County, NC
SEA Job No. E-1524
North Carolina Division of Water Quality
Winston-Salem Regional Office
585 Waughtown Street
Winston-Salem, North Carolina 27107
Dear Ms. Homewood:
OENR • WATER QUALITY
WETLANDS Am STQRMWMATER BRANCH
Qc@ c?aeM?
MAY 18 2009
Enclosed is the information you requested for this project. We apologize for the delay
but we along with the developer are committed to bringing this project to a completion as
soon as possible.
In response to your comment letter dated March 31, 2009 we offer the following
responses:
Comment 1 - See enclosed plans detailing the inventory of Impervious surface area.
This is shown for all areas that exceed 24%. Wet Detention Ponds 2 & 13 are provided
for these areas.
Comment 2 - See enclosed plans detailing the inventory of Impervious surface areas by
providing a typical layout of home, out building, drive and walk ways that would be
typical for a residence on a lot of this nature. When the final plat is complete, a note will
be provided for each lot limiting the BUA allowed as approved by your office.
Comment 3 - These areas in question will remain open areas as required by the City of
Archdale. The final plat will provide documentation as approved by your office to limit
any future built upon area in these common areas.
Comment 4 - As requested, the Wet Detention Basin Supplement Forms including the
Design Summary and Required Items Checklist is included for your review for Ponds 2
& 13.
Enclosed are the requested forms and plans for your review. Should you require any
additional information please do not hesitate to call.
Very Truly Yours,
Summe Engin ?Iffljld- eer'ng Assoc iate , PLLC
Mack Summey, Jr., PE
HMSJ/hmsj
c: Mr. Reece White, Diamond W Builders, LLC
File
Permit No.
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
InitialA Sheet No.
1. Plans (1" - 50' or larger) of the entire site showing:
- Design at ultimate build-out,
- Off-site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
- Boundaries of drainage easement.
2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
/
QW t1?? Outlet structure with trash rack or similar,
? Maintenance access,
Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
- Basin cross-section,
- Vegetation specification for planting shelf, and

A Filter strip.
3
"
'
. Section view of the wet detention basin (1
= 20
or larger) showing:
- Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
ty? 4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
- 5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,

VY?`
WZ to verify volume provided.
6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
viC?%I?? 7. The supporting calculations. -,)W 0 o4 49
r t4c_ 8. A copy of the signed and notarized operation and maintenance (0&M) agreement. TJa? c??ki rid
?S 9. A copy of the deed restrictions (if required). 1?' F`j pp?rc 4iiAe d i's
!
'V
Ceq CL5 Paulo r ec
-
??
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.6-2/20/09 Part III. Required Items Checklist, Page 1 of 1
Permit No.
(to be provided by DWQ)
$"2
ALP"AA
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
1. PROJECT INFORMATION
Project name Diamonds Keep Subdivision
Contact person H. Mack Summey, Jr. PE
Phone number 336-328-0902
Date 5/14/2009
Drainage area number Basin 2
II. DESIGN INFORMATION
Site Characteristics
Drainage area 939,154 ft
Impervious area, post-development 235,224 ftz
% impervious 25.05 %
Design rainfall depth 1.0 in
Storage Volume: Non-SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5" runoff volume
Pre-development 1-yr, 24-hr runoff
Post-development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the lyr 24hr storm peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre-development
Rational C, post-development
Rainfall intensity: 1-yr, 24-hr storm
Pre-development 1-yr, 24-hr peak flow
Post-development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1 Oft vegetated shelf elevation
Bottom of 10ft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state-required temp. pool?
Elevation of the top of the additional volume
21,555 ft3 OK
25,963 ft3
OK, volume provided is equal to or in excess of volume required.
_ ft3
_ ft3
ft3
0 ft3
ft3
(Y or N)
2.3 in
0.30 (unitless)
0.50 (unitless)
3.40 in/hr OK
37.45 ft3/sec
15.19 ft3/sec
22.26 ft3/sec
717.00 fmsl
715.50 fmsl
715.50 fmsl
715.75 fmsl
715.25 fmsl Data not needed for calculation option #1, but OK if provided.
712.50 fmsl
711.00 fmsl Data not needed for calculation option #1, but OK if provided.
1.50 ft
(Y or N)
fmsl
Form SW401-Wet Detention Basin-Rev.6-2/20/09 Parts I. & II. Design Summary, Page 1 of 2
Permit No.
(to be provided by DWQ)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool 19,345 ft'
Area REQUIRED, permanent pool 10,894 ftz
SAIDA ratio 1.16 (unitless)
Area PROVIDED, permanent pool, Apempwl 19,345 ft` OK
Area, bottom of 1Oft vegetated shelf, Abot shelf 1,210 ft`
Area, sediment cleanout, top elevation (bottom of pond), Abot?wd 9,711 ft`
Volumes
Volume, temporary pool 25,963 ft3 OK
Volume, permanent pool, Vperm-pwl 65,376 ft3
Volume, forebay (sum of forebays if more than one forebay) 13,100 ft3
Forebay % of permanent pool volume 20.0% % OK
SAIDA Table Data
Design TSS removal 85 %
Coastal SAIDA Table Used? N (Y or N)
Mountain/Piedmont SA/DA Table Used? Y (Y or N)
SA/DA ratio 1.16 (unitless)
Average depth (used in SAIDA table):
Calculation option 1 used? (See Figure 10-2b) Y (Y or N)
Volume, permanent pool, Vperm-pool 65,376 ft' OK
Area provided, permanent pool, Aperm_pool 19,345 ft` OK
Average depth calculated 3.00 ft OK
Average depth used in SAIDA, day, (Round to nearest 0.5ft) 3.5 ft OK
Calculation option 2 used? (See Figure 10-2b) N (Y or N)
Area provided, permanent pool, Aperm_pool It,
Area, bottom of 1 Oft vegetated shelf, Abot shelf ft`
Area, sediment cleanout, top elevation (bottom of pond), Abot-pond ftz
"Depth" (distance b/w bottom of 1 Oft shelf and top of sediment) ft
Average depth calculated ft
Average depth used in SAIDA, day, (Round to nearest 0.5ft) ft
Drawdown Calculations
Drawdown through orifice? Y (Y or N)
Diameter of orifice (if circular) 3.00 in
Area of orifice (if-non-circular) in'
Coefficient of discharge (CD) 0.60 (unitless)
Driving head (Ho) 1.50 ft
Drawdown through weir? (Y or N)
Weir type (unitless)
Coefficient of discharge (Cw) (unitless)
Length of weir (L) ft
Driving head (H) ft
Pre-development 1-yr, 24-hr peak flow ft3/sec
Post-development 1-yr, 24-hr peak flow ft3/sec
Storage volume discharge rate (through discharge orifice or weir) ft3/sec
Storage volume drawdown time days
Additional Information
Vegetated side slopes 3 :1 OK
Vegetated shelf slope 10 :1 OK
Vegetated shelf width 10.0 ft OK
Length of flowpath to width ratio 3 :1 OK
Length to width ratio 3.0 :1 OK
Trash rack for overflow & orifice? Y (Y or N) OK
Freeboard provided 1.5 ft OK
Vegetated filter provided? Y (Y or N) OK
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies Y
Form SW401-Wet Detention Basin-Rev.6-2/20/09
Parts I. & II. Design Summary, Page 2 of 2
Permit No.
(to be provided by DWQ)
III. REQUIRED ITEMS CHECKLIST
Please indicate the page or plan sheet numbers where the supporting documentation can be found. An incomplete submittal package will
result in a request for additional information. This will delay final review and approval of the project. Initial in the space provided to
indicate the following design requirements have been met. If the applicant has designated an agent, the agent may initial below. If a
requirement has not been met, attach justification.
Pagel Plan
Initiak Sheet
1. Plans (1" - 50' or larger) of the entire site showing:
?+--
- Design at ultimate build-out,
- Off-site drainage (if applicable),
- Delineated drainage basins (include Rational C coefficient per basin),
- Basin dimensions,
- Pretreatment system,
- High flow bypass system,
- Maintenance access,
- Proposed drainage easement and public right of way (ROW),
- Overflow device, and
i - Boundaries of drainage easement.
,? -?1 4 `t t 2. Partial plan (1" = 30' or larger) and details for the wet detention basin showing:
Outlet structure with trash rack or similar,
Maintenance access,
- Permanent pool dimensions,
Forebay and main pond with hardened emergency spillway,
Basin cross-section,
Vegetation specification for planting shelf, and
- Filter strip.
3. Section view of the wet detention basin (1" = 20' or larger) showing:
Side slopes, 3:1 or lower,
- Pretreatment and treatment areas, and
- Inlet and outlet structures.
4. If the basin is used for sediment and erosion control during construction, clean out of the basin is specified
on the plans prior to use as a wet detention basin.
5. A table of elevations, areas, incremental volumes & accumulated volumes for overall pond and for forebay,
to verify volume provided.
Nom' _ 6. A construction sequence that shows how the wet detention basin will be protected from sediment until the
entire drainage area is stabilized.
*4 ?1
`T1 7. The supporting calculations.
8. A copy of the signed and notarized operation and maintenance (0&M) agreement.
9. A copy of the deed restrictions (if required). A,?? ?1ZV;r1<d i5 r4c"W bud may be, puj.
0.5 t'a?u f-ed-
10. A soils report that is based upon an actual field investigation, soil borings, and infiltration tests. County
soil maps are not an acceptable source of soils information.
Form SW401-Wet Detention Basin-Rev.6-2/20/09 Part III. Required Items Checklist, Page 1 of 1
Permit

A7-*"A*
NCDENR
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
401 CERTIFICATION APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form must be filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with all of the required information.
(to be provided by DWQ)
A ti
ho 6-k
olqii
ii? -C'
I. PROJECT INFORMATION
Project name Diamonds Keep Subdivision
Contact person H. Mack Summey, Jr. PE
Phone number 336-328-0902
Date 5/14/2009
Drainage area number
Basin 13
II. DESIGN INFORMATION
Site Characteristics
Drainage area 490,921 ft2
Impervious area, post-development 129,808 ff2
% impervious 26.44 %
Design rainfall depth 1.0 in
Storage Volume: Non-SA Waters
Minimum volume required
Volume provided
Storage Volume: SA Waters
1.5' runoff volume
Pre-development 1-yr, 24-hr runoff
Post-development 1-yr, 24-hr runoff
Minimum volume required
Volume provided
Peak Flow Calculations
Is the pre/post control of the 1 yr 24hr stone peak flow required?
1-yr, 24-hr rainfall depth
Rational C, pre-development
Rational C, post-development
Rainfall intensity: 1-yr, 24-hr storm
Pre-development 1-yr, 24-hr peak flow
Post-development 1-yr, 24-hr peak flow
Pre/Post 1-yr, 24-hr peak flow control
Elevations
Temporary pool elevation
Permanent pool elevation
SHWT elevation (approx. at the perm. pool elevation)
Top of 1Oft vegetated shelf elevation
Bottom of 1 Oft vegetated shelf elevation
Sediment cleanout, top elevation (bottom of pond)
Sediment cleanout, bottom elevation
Sediment storage provided
Is there additional volume stored above the state-required temp. pool?
Elevation of the top of the additional volume
11,782 ft3 OK
13,035 ft3
OK, volume provided is equal to or in excess of volume required.
ft3
-ft3
ft3
0 ft3
ft3
(Y or N)
2.3 in
0.30 (unitless)
0.50 (unitless)
2.32 in/hr OK
19.58 ft3/sec
9.94 ft3/sec
9.64 ft3/sec
703.25 fmsl
701.50 fmsl
701.50 fmsl
701.75 fmsl
701.25 fmsl Data not needed for calculation option #1, but OK if provided.
698.50 fmsl
696.00 fmsl Data not needed for calculation option #1, but OK if provided.
2.50 ft
N (Y or N)
fmsl
Form SW401-Wet Detention Basin-Rev.6-2/20/09 Parts I. & II. Design Summary, Page 1 of 2
Permit No.
(to be provided by DWQ)
II. DESIGN INFORMATION
Surface Areas
Area, temporary pool 13,035 ft2
Area REQUIRED, permanent pool 5,940 ft2
SA/DA ratio 1.21 (unitless)
Area PROVIDED, permanent pool, Aperm_pml 5,994 ft` OK
Area, bottom of 1 Oft vegetated shelf, Abot Shelf 5,412 ft`
Area, sediment cleanout, top elevation (bottom of pond), Abotyond 4,598 ft`
Volumes
Volume, temporary pool 13,035 ft3 OK
Volume, permanent pool, Vperm-Poa 19,819 ft3
Volume, forebay (sum of forebays if more than one forebay) 3,965 ft3
Forebay % of permanent pool volume 20.0% % OK
SAIDA Table Data
Design TSS removal 85 %
Coastal SAIDA Table Used? N (Y or N)
Mountain/Piedmont SA/DA Table Used? Y (Y or N)
SA/DA ratio 1.21 (unitless)
Average depth (used in SA/DA table):
Calculation option 1 used? (See Figure 10-2b) Y (Y or N)
Volume, permanent pool, Vperm-pool 19,819 ft' OK
Area provided, permanent pool, Apenpwl 5,940 ft2 Insufficient. Data does not equal data previously entered.
Average depth calculated 3.00 ft OK
Average depth used in SA/DA, deV, (Round to nearest 0.5ft) 3.5 ft OK
Calculation option 2 used? (See Figure 10-2b) N (Y or N)
Area provided, permanent pool, Aperm-pool ft2
Area, bottom of 1Oft vegetated shelf, Abot shelf ft
Area, sediment cleanout, top elevation (bottom of pond), Abot pwd ft2
"Depth" (distance b/w bottom of 10ft shelf and top of sediment) ft
Average depth calculated ft
Average depth used in SA/DA, deV, (Round to nearest 0.5ft) It
Drawdown Calculations
Drawdown through orifice? Y (Y or N)
Diameter of orifice (if circular) 2.00 in
Area of orifice (if-non-circular) in2
Coefficient of discharge (CD) 0.60 (unitless)
Driving head (Ho) 1.75 It
Drawdown through weir? (Y or N)
Weir type (unitless)
Coefficient of discharge (CH,) (unitless)
Length of weir (L) It
Driving head (H) ft
Pre-development 1-yr, 24-hr peak flow ft3/sec
Post-development 1-yr, 24-hr peak flow ft3/sec
Storage volume discharge rate (through discharge orifice or weir) ft3/sec
Storage volume drawdown time days
Additional Information
Vegetated side slopes 3 :1 OK
Vegetated shelf slope 10 :1 OK
Vegetated shelf width 10.0 ft OK
Length of flowpath to width ratio 3 :1 OK
Length to width ratio 3.0 :1 OK
Trash rack for overflow & orifice? Y (Y or N) OK
Freeboard provided 1.5 ft OK
Vegetated filter provided? Y (Y or N) OK
Recorded drainage easement provided? Y (Y or N) OK
Capures all runoff at ultimate build-out? Y (Y or N) OK
Drain mechanism for maintenance or emergencies Y
Form SW401-Wet Detention Basin-Rev.6-2/20/09 Parts I. & II. Design Summary, Page 2 of 2
A A
w
NCDENR
North Carolina Department of Environment and Natural
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
Resources
Dee Freeman
Secretary
March 31, 2009
DWQ# 08-1121
Randolph County
CERTIFIED MAIL: 7008 0150 0002 7876 8621
RETURN RECEIPT REQUESTED
Mr. Reece Diamond
Diamond W Builders, LLC
9814 US Hwy 311
Archdale, NC 27263
Re: Section 401 Water Quality Certification application
Dear Mr. Diamond:
On February 24, 2009, the North Carolina Division of Water Quality (Division) received your additional information in
regards to your application for a 401 General Water Quality Certification. Additional information is again required in
order that we may determine your project's compliance with 15A NCAC 2H.0500. The Division will require this
information in order to process your application to impact protected wetlands and/or streams on the subject property.
Therefore, we will place this project on hold as incomplete until we receive this additional information, and if we do not
receive the additional information requested below, we will have to move toward denial of your application as required by
15A NCAC 2H .0506. Please provide the following information so that we may continue to review your project.
1. For Basins 1, 4, 6, 7 and 8, please provide a detailed inventory of imperviousness surfaces. The inventory should
include ALL proposed building footprints, roads, driveways, sidewalks, gravel-surfaced areas, amenity areas, etc.
A Stormwater Management Plan (SMP) must a provided for any drainage areas that exceed 24 percent
imperviousness. Per NCAC 2B 15A: 02H.1000, a "drainage area" is defined as "the entire area contributing
surface runoff to a single point."
2. For any drainage areas that are between 222 and 24 percent impervious, please provide draft deed restriction
language that will limit lot imperviousness such that low density conditions are permanently maintained. In that
case, you will be required to denote the impervious surface limit on each plat as a condition of your 401
Certification.
3. For Basins 3, 9, 10, 11 and 12, please explain the current and future uses of the areas that are not currently platted
in lots. The impervious surface calculations for these basins are currently based on these areas remaining as open
space permanently. If these undesignated areas are to be permanently protected as open space (with no additional
impervious surfaces to be added in the future), then please provide documentation of that intent.
North Carolina Division of Water Quality, Winston-Salem Regional Office
Location: 585 Waughtown St. Winston-Salem, North Carolina 27107
Phone: [phone] FAX: [phone] Customer Service: 1-877-623.6748
Internet: www.ncwatergLiality.org
An Equal Opportunity 1 Affirmative Action Employer
NorthCarolina
Natura4
Reece Diamond
DWQ # 08-1121
March 31, 2009
Page 2of2
4. For Wet Detention Ponds 2 and 13, please provide a Wet Detention Basin Supplement Form for each proposed
best management practice that will be used on the site (including both worksheets, Design Summary and Required
Items Checklist), as well as all of the required items. The Wet Detention Basin Supplement Forms are available
on the DWQ web site at: http://h2o.enr.state.nc.us/sulbmp_forms.htm.
Please respond in writing within 30 calendar days of the date of this letter by sending a copy of this information to Sue
Homewood at the address on this letterhead, and a copy to Ian McMillan N. C. Division of Water Quality, Wetlands/401
Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650. If you will not be able to provide the requested
information within that timeframe, please provide written confirmation that you intend to provide the requested
information, and include a specific timetable delineating when the requested materials will be provided. If we do not hear
from you in 30 calendar days, we will assume that you no longer want to pursue this project and we will consider the
project as returned.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters or protected
buffers. Please be aware that any impacts requested within your application are not authorized (at this time) by the
Division. If you have any questions, please me at 336-771-4964 or [e-mail].
Sincerely,
??nsZ
Sue Homewood
DWQ Winston-Salem Regional Office
cc: John Thomas, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
Mack Summey, Summey Engineering, via email
DWQ Winston-Salem Regional Office
DWQ Wetlands/401 Unit
FROM : FAX NO. : May. 13 2009 12:26PM P1
Fax Cover Sheet
Diamond W Builders
9814 US Hwy 311 S.
Archdale, NC 27263
[phone]
Fax [phone]
Send to.
Moe'L,

From:
9AMAI J?,
Attention: V Date: Q
Office Location: Office Locution:
Fax Number: Phone Number:
? Urgeow
? Re,* ASAP
D Please comment
• Please Review
? For Your lnformution
Total pages, including cover:

FROM
NORTH CAROLINA
RANDOT,PH C'OTINT'Y
FAX NO.
May. 13 2009 12:26PM P2
Prepared by & return to: David K. Rosenblutt, PO Box 2756, High Point, NC, 27261
DECLARATION OF RESTRICTIVE COVENANTS AND CONDITIONS
FOR DIAMONDS KEEP SUBDIVISION
THIS DECLARATION is made on the date hereinafter set forth by DIAMONDS KEEP, LLC a North
Carolina limited liability company having an office in Randolph County, North Caml* hereinafter referred to as
"AECI..ARANT."
WITNESSETH:
WHEREAS, Declarant is the owner of certain property in the County of Randulph, State of North Carolina
that is mole particularly described as follows:
SEE EXRIBIT "A" ATTACHED
WHEREAS, it is the intent of the Declarant hereby to cause the above described property as conveyed by
the Declarant to be subjected to this Declaration of Covenants, Conditions and restrictions.
NOW, THEREFORE, Declarant hereby declares that all of the properly described above shall be held, sold
and conveyed subject to the following easmmm, restrictions, covaumts and conditions, which are for the purpose of
protecting the value and desirability o1; Said !estrictionc are hereby declared and agreed to be a burden and benefit to
any person acquiring, or owning any into e d in the real property herein described and any improvements theretn,
their grttmm, suce more, heirs, assigns, executors, adminin atrirs and devisees. These restrictions shall apply to
each and every lot as shown upon the said recorded plat:
ARTICLE I
DEFINITIONS
SECTION L 29 I.C ARAN'1 "De,Aw t "I mean and refer to DIAMONDS KEEP, LLC, as well as its
Successors and assigns' pursuant to an expre.9ee assigmteM or eonveyarwe of arty special Declarant rights heretmder
to such successor or assign, all of which rights, including Declanunt's voting ahehitectund review, easement and
development rights, shall be assignable and may be apportioned on a lot-by-lot basis.
S ON "FHA" shall mean and refer to the Federal Housing Administration of the Department of
Housing and Urban Development.
SECTION. 3. LOT. "Lot shall wean and refer to any separately numbered plot of land shown upon any now
or subsequently recorded subdivision plat of the Properties intended for residential town home purposes and shall
include any improvements constructed thereon and "LoW shall refer to all such lots collectively. Declarant hereby
reserves the right to ro mfiguts, from than to time and without consent of the Owners, the botmdarim of any Lot or
lots owned by Declarant and to thereby create additional Lots, eliminate existing Lots ; provided, however, in no
event shall the Properties contain a greater number of Lots than the number from time to time permitted by the
Sot'ernmenitalauthority (fes)• If Doclwwmt clue to exercise its rights tD revise the bomaulwies of use ur
more Lob owned by Declarant or add or eliminate a Iob(s), Declarant shall record a revised plat of the affected Lot
or Lots. Upon recording by Declarant of such a revised plat, each lot shown on the previously recorded plat or plats,
the boundaries of which are revised by the revised plat, shall cease to be a "lot" as defined in this Declaration and
each newly configured lot shown on the revised plat shall be a "lot" as defined in this Declaration.
SECTION 4. PLAN. "Plan" shall mew and refer to the plan(s) for the properties and the Additional Property now
or hisufter approved by the govtstnom Ial Whorkm having jurisdiction, as such plat(s) may be from time to time
amended and apf?roved. Conceptual picas dw may be made approved and filed shall not be binding upon tfte
FROM : FAX NO. : May. 13 2009 12:27PM P3
Declarant until such time as the same is subjected to this Declaration then only to the extent herein slated.
SECTION 5. OWNER. "Ownet" shall mean and refer to the record Owner, whether one or more person's
or entities, of & fee simple title to any Let which is a part of the properties, as hereinafter defined, including contract
sellers, but Excluding those having such interest merely as security for the performance of an
Obligation.
SECTION 6. PERIOD OF DECLARANT CONTROL. "Period of "Declarant" Control" shall mean and
refer to the period of time commencing an the date this Declaration is recorded in the Office of the Register of Deed
in which the land Lays and continuing until the earlier of (i) ten (10) yews from the date this
Declaration is so recorded; or (it) such time as Declarant, together with all Affiliated entities shall cease to own at
least ten percent (10%) or more of the lots shown on the Plan which are intended for residential purposes. In phases,
such period oftime shall be reinstoW and shall continue until the earlier of. (i) ten (10) years ft m the date this
Declaration is recorded as A finuald or (u) such time as Declarant, together with all affiliated entities shall cease to
own amt keel ten percent (1096) of the lob shown on the Plan which we intended for residential pnposea?
SECTION 7. PROPERTIES. "Properties shall mean and refer to that Certain real property hereinabove
described, and such additions thereto as may Hereafter be bought within the jurisdiction of the DECLARANT.
SECTION 5. YAA, "VA" shall maeart and nadir to the Department of Veteran Affairs.
SECTION 9. PHASE DECLARATDN, shall mewl each Phase Declaration For a phase of the property
recorded in the Register of Deeds office where the Land lays.
ARTICLE A
PROPERTY RIGHTS
SECTION 1. LEASES OF I.OTS. Any Lease Agreement between an Owner and a lessee for the
lease of such Owner's tit $hall provide that the terms of the Lease shall be subject in all respects to the
Ixuvistons of Ibis Declaration of Covenams, Conditions and Restrictions, and that any failure by the lessee
to comply with the lemma of such document shall be a def h; under the terms of the Lease. All leases of
Lots shall be in writing and shall have a term of at least one (1) yeas. All leaves that are associated with the
Furniture Markel are an exception. This is only for the time the Furniture Market is taking place in High
Point, North Carolina. Other flan the foregoing there is no restriction on the right of any Owner to lease his
lot.
ARTICLE. Ill
RESTRICTIONS
(a) No building or other stnrctUre ahall be used or built, altered or erected other than as a single fam[ly
house and its customary accessory buildings or uses, and no such dwelling house or lot shall be used
for other than residential ptnpmes. All building plans mast be pre-approved by Declarant. Any
dwelling plans shall be dectned to be approved if the dwelling has been under construction for ninety
days.
(b) The Declarant, shell not be responsible or liable in any ways for any defects in any plans or
specification approved by them, nor for any structural defects in any work done according to such plans
and specifications. Furdaer, the Declarant shall not be liable in damage, to anyone by re"onof
mistake in judgment, negligener., misfetasance arising out of or in connection with the approval or
disapproval or failure to approve any such plans or specification or the exercise of any other power or
right provided for in this Declaration Every person who submits pains or specifications for approval
agrees, by submission of such p:m and specifications, and every owner of any lots agrees, that he, she
or they will not bring any action or suit against Declarant to recover any such damage.
All drives must be paved either of asphalt or concrete.
The following shall apply to each Iot-
a) Structures of a wmporay character, trailers, tents, shacks, or other outbuilding used as a
temporary residence shall not be permitted;
b) Any mobile, modular, mnumfactured or prefabricated hone shall not be permitted,
e) All fencing must be constructed of wood, masonry, or otherwise material approved by
Declarant. Any chain link type fencing shall not be approved or used. All fencing and other
ot"Idings must be approved by Declarant;
d) Satellite dishes no larger than 19" in diameter will be permitted and mast be located in the rear
yam:
FROM
FAX NO. : May. 13 2009 12:27PM P4
successes and assigns, and all owners acquiring tracts in DIAMONDS KEEP Subdivision, from the Declarant and
its respective successom in Ntle, and are covenants which run with the land.
14. Invalidation of any one of these covenants by judgment or Coun order shall in no wise affect any of the
other provisions, which shall remain in full force and effect.
GARY 4-12) - SaER/MEt;R
NORTH CAROLINA
GUILFORD COUNTY
State of North Carolina, County of
1, the under signed, a Notary Public for Guilford County and said State do hereby certify that GAa R White. SrR. White. Sr..
Manager/Member of DIAMONDS KEEP, LLC, a North Carolina Limited Liability Company, personally appeared
before me this day and acimowiedged the duo execution of the foregoing instrument on behalf of the limited liability
company. Witness my hod and official stautp or seal this day of ._......_.. _ , 2009.
My Commission Expires:
NOTARY PUBLIC
FROM
FAX NO. : May. 13 2009 12:29PM P1
e) All roofs rraat have a minimum 7/12 pitch on the dwelling, but porches may be 5/12 pitch:
fl ArehitecduaUDimensional shingles only shall he used;
g) The front of each dwelling will be 100% covered with brick or stone;
h) No log houses allowed;
i) No free standing radio or television towers, or antennas;
j) No lot or part of a lot, may be used as a street except as shown on the plat of the subdivisirm
without the prior written consent of the Doelararit;
k) No yard art or personal properly shall be permitted on front or side yards;
1) Yards are to be maintained on a regular basis with grass and shrubs to be kept cut neat and
orderly.
m) Exterior lighting; other than ornamental lighting no higher than thirty six inches (36") and
seasonal or temporary holiday lining; must be approved by Declarant.
4. Only a single-family dwelling shall be built on any one lot The set backs and other requinsnents are as
shown on each map.
S. No sin&-fiamily dwelt shall be used, built, altered or erected, unless it shall contain a minimum of
1,800 square beet of hated and finished floor space exclusive of porches, terraces, breezeways, garages and
basements, except where noted; measurements shall be made 1t+om the outside wall fines. In case of a residence of
more than one story, the ground floor shall contain a minimum of 950 square feet. Such dwelling must have a
minimum of a two car gaffe.
6. No building may be moved from another location and placed on any lot in this subdivision, it being
required that any dwelling horse built on the subject property, shall be of new construction and constructed on the
premises. No portion of any dwelling erected on this property shall have the exposed concrete blocks on the
exterior. During construction of improvements on any lot, the lot owner is responsible for ensuring drat construction
vehicles do net track mud on the seeats.
7. Theses restrictive covenants may be enforced in courts of appropriate jurisdiction by die Declarant or any
lot owner in DIAMONDS KEEP. The Declarant, its successors or assigns, and said lot owners, witbout limitation of
any other available remedies, shall be entitled to seek damages or injunctive relief, and each owner agrees that
injunctive relief is an appropriate remedy for the enforcement oftheoe covenants. if the Dechaaat, its successors or
assigns, seeks enforceaoem of theses restrictive covenants, it shall also be entitled to recover all reasonable costs,
fees, and expenses incurred in connection with the enforcement of these restrictive covenants, including, without
limitation, reasonable attomey's fees and expert witness lice.
8. The streets shows on the recorded plat have been constructed in accordance with the State of North
Carolina's standards for dedicated streets at due time of construction. No obligation for fiam maintenance is
asstmned by the Declarssuc
9 The Declarant, its successors or ae,aigns, may waive any minor violation of or grant minor variances from
these restrictive covenants by appropriate an instrument in recordable form. A waiver or variance by the Declarant,
its successors or assigns, shall be conclusive upon all parties bound by these restrictions. No waiver or variance of
restrictions by the Declaran, its successors or assigns, may be conshued to be a waiver or subsequent breach or
consent to a variance of the same or any other restrictions.
10. Notwithstanding arty other provisions of these restrictive covenants, the Declarant, is successors or
assigns, shall not be liable for any act omission or delay in connection with the enforcement of, or failure to enforce.
theses restrictive covenants. Each owner acquiring property from the Declarant, as part of due consideration for the
acquisftion of such property, covenants to and with the Declarant, its successors, agent, contract- and assigns, for
an on behalf of such owner and his successors in title, that none of them will bring any proceedings, action, claim or
suit against DwW nt, is agents, contractors, successors, and assigns, to recover any such damages or seek any such
relief.
11. All motor homes, hailers, campers, boats, u oliceuxwd automobiles, and any other type of recreational
vehicle must be parked in the rear of any residence, and nay not be parked within any street or road right of way.
12. Tbese covenants shall continue on effect for a period of tweaty-five (25) years from the date they are
recorded, after which time they shall automatically be extended for successive periods of ten (10) yeas each, unless
an instrument in recordable form executed by the Declarant or a majority of the owners of the Lots revoking the
restrictive covenants in whole or in pert is filed prior to the time such automatic extension would otherwise take
PIWV-
(3. T base restrictive covenants shall be binding upon and inure to the benefit of the Declarant, its
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~ ~ I ~ ~ '1~~ , ~I' , E ~ r , ~ r ; 1 , I ~ TAX PARCELS: 7726-49-4252, 7726-49-4730, 1~ ~ ' ,I ~ ,;I t.~ 7726-49-0779; 7726-39-3960, 7726-39-1551 o
. , ~ - E ; t ~ _ ~ I C
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, \ ~ R , , ~ . Q ~ f~; I~ ~j D8-1874 PG-1564, DB-1500 PG-659, OB-1485 PG-957 >
1,t I ~ ) vr~~ - ~ ~ s, i ~ , ~ ~ a~ ~ I ~,~;,ti~ ~ ~ ~ UTILITIES: PUBLIC WATER AND SEWER ~ t ~ ~ ` iW, t 1 ,
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J , I-
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n ~ , i ' Il ~ 'i ~ ~ 1 I ~ 1, ~ t ~ ~ ti J ~ ~ _ ~ 1 I AREA LOTS: 12,000-15,000 SQUARE FT. U t ~ ice., ~ t I j,: 1~
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! ~ , BUILT UPON AREA (BUA) IS NOT TO .EXCEED 3000SF PER LOT. ~ - w- ~ 'i OWNERS ARE RESTRICTED TO NOT EXCEED THIS BUA AS DIAMOND W BUILDERS, LLC Q
~ ~ _ _ ~ _ ' I RECORDED ON EACH INDIVIDUAL DEED. THIS INCLUDES AlL CONTACT: GARY WHITE
I ~ - ~ - Vl IMPERVIOUS AREA FROM CONCRETE, ASPHALT OR GRAVEL 9814 U.S. HIGHWAY 311 ~ '
i ~ ~ I DRIVEWAYS AND OR WALKWAYS, ANY OUTBUILDINGS AND ARCHDALE, N.C. 27263 _ ~ HOUSE AREA. BUA SHOWN ON THIS PLAN IS REPRESENTAl1VE 336 434-4440
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i 1A " ~ lOT MAY NOT BE EXCEEDED. - - .
- 1; a~IAMONDS KEEP
" , ARf HflAl F RtlAf1 ~R(`Nf141 F Nf)RTN CARC11 INA SHEET NO.
i TRINITY TOWNSHIP, RANDOLPH COUNTY
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i , ~ W i I i ~ I i ~ 1 _ ~ ~ ~ ~ ~ 1 1'~ SITE DATA:
r ~ C` TAX PARCELS: 7726-49-4252 7726-49-4730 I-
. _ - . ~ I { _ y n' ~ /i.~ ~ r i ~ ~ ~ ' ; ; ~ ~ ~ , 7726-49-0779, 7726-39-3960, 7726-39-1551 Q ,r=~ r., ~ ~ ~ ~ ,i_ rr l F r DEED REFER[:NCES, DB-1485 PG-962, DB-1618 PG-1116,
. _ ~ ' i ~ , t , - ~ ~
, , , ~ A ~ ~ ,t~ ~ I ~ ' ~ DB-1874 PG-1564, OB-1500 PG-659, OB-1485 PG-957 > w R ~ ~ ' ~ ~ ~ ~t;~ UTILITIES: PUBLIC WATER AND SEWER ~
_ ~ ~ \ ti ~ ~ ~ r 1 l - .v ~ ~ I t ~ ~ ~ ~ ~ , i 1 `a ~ ~ , ~ ~ ~
1 ; ~ n - , ~ , i AC. ~ A . 1 ~ ® ~ \ • ' ! , ~ (1~ 1 ~ 1 ` LENGTH OF ROAD; 10,073.81 LINEAR FL I . ' ~ ~ I'~ ~ ~ V ~ ~ i ~ ~ N0, OF LOTS; 205 LOTS Z
~
I ~ \'i~ ~ ' - W ~ 27~ 1 1 t l~ r ~}V ~ + r + ~~i1-
I ~ A 1 r l ~ + s `I _ 1 j r r AREA LOTS: 12,000-15,000 SQUARE FT. ~
- r`. I u; ~ i
I ~ - ~ ! ~ ~ ~ ` ' ~ ~ ~ ` ~ I AREA TO BE DEDICATED AS NEW R W: 522,753.32 SQUARE FT, _
III A ~ 1 ~ elf"~` ` + s + ~ ~ r I rl !ri ems.
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I i \ ~ r 'ti I I ~JIILT UPON AREA NOTE; OWNER/DEVELOPER: U
~ ` ~ ~ ~ BUILT UPON AREA (BUA) IS NOT TO EXCEED 3000SF PER LOT. ~
~ f ~ ~ u~ i I ~ 04VNERS ARE RESTRICTED TO NOT EXCEED THIS BUA AS DIAMOND W BUILDERS, LLC Q ` ~ ' ~ ~ RECORDED ON EACH INDIVIDUAL DEED. THIS INCLUDES ALL CONTACT; GARY WNITE w _
I . IMPERVIOUS AREA FROM CONCRETE, ASPHALT OR GRAVEL 9814 U,S. HIGHWAY 311 ~ ~
j ~I 1 ~ DRIVEWAYS AND OR WALKWAYS, ANY OUTBUILDINGS AND ARCHDALE, N.C. 27263 ~ - HOUSE AREA. BUA SHOWN ON THIS PLAN IS REPRESENTATIVE
' ~ ' ~1... I' ONLY. HOUSE FLOOR PLAN MAY VARY BUT BUA FOR TOTAL (336} 434-.4440
i ~ ~ " LOT MAY NOT BE EXCEEDED, U
I I .
i,! ~ DIAMONDS KEEP ,
nanunn+~ anon narunnic n+naTU Haan++n+e SHEET N0.
TRINITY TOWNSHIP, RANDOLPH COUNTY
~I 44
i
OF 49
i I
i'