WQ0042832_Additional Information Response_20211216

CIVIL ENGINEERING | ENVIRONMENTAL | SURVEYING | GIS | LANDSCAPE ARCHITECTURE | CONSTRUCTION SERVICES
5410 Trinity Road
Suite 102
Raleigh, NC 27607

P 919.866.4951
F 919.859.5663
www.timmons.com
Date: 2021-12-14
Project: WQ0042832 – Oakview Innovation Park RWDL
Subject: Response to Comments
Project Contact: Blake Hall, PLA, PE, LEED AP BD+C
Phone: [phone]
Email: [e-mail]

Responses to review comments have been added below each comment in bold font.

Reclaimed Water Distribution Line- Lauren Raup Plummer

D. RWDL 06-16 Application:
1. The table within Item V. lists the vertical separation from final earth grade (minimum
cover) as 3 feet; however, the specifications require 4. Please review and revise as
needed.
Response: The vertical separations have been updated to 4’ on the RWDL 06-16
Application.

E. Property Ownership Documentation:
1. Within the provided Developer Certification of Ownership several deed pages were
referenced. Can you please provide copies of the recorded documents, including the
certificate of ownership and dedication of any easements related to the proposed
work, for our records?
Response: The Plat associated with the developer certification is attached.

F. Engineering Plans:
1. The profile views in the provided plan set depict callouts for a minimum cover of 36
inches for the reclaimed water main. The provided specifications call for at least 48
inches (4 feet) of cover below the finished subgrade. Please revise the plan call-outs
to reflect the minimum cover required by the specifications.
Response: The profiles and labels have been updated to meet the specifications of
4’ min cover.

2. On Sheet C3.9, the storm drain crossings at Sta. 18+35, Sta. 19+50, and Sta. 19+80
are not depicted in the profile view. A 15” RCP is depicted on the profile view near
Sta. 20+20, but this feature is absent from the plan view. The features on the profile
appear to correspond to the proposed potable water main and not the proposed
reclaimed water main based on a review of the stations and depicted features.
Please review the reclaimed water main profiles and revise as needed, such that the
crossings occur at the correct locations along the reclaimed water main alignment.
Response: Profiles have been updated to follow the reclaimed alignment. All

20-16-01
Oakview Innovation, Timmons Group Project #47135
Response to Reclaimed Comments Page 2 of 2
5410 Trinity Road
Suite 102
Raleigh, NC 27607

P 919.866.4951
F 919.859.5663
www.timmons.com
crossings have been added.

3. The 8” reclaimed water main profile on Sheet C3.11 depicts a fire hydrant at Sta.
11+72. The plan view does not appear to include a proposed hydrant; however, the
potable water main has a proposed hydrant near that location. Please review and
revise as needed.
Response: The profile has been updated to not show the fire hydrant label
4. Detail drawings for the trenching/bedding, gate valves, and blow-off assemblies for
the reclaimed water main were not included in the provided plan set. Please provide
detail drawings for the proposed utility.
Response: Detail sheets are attached. Refer to Detail sheets.

H. Engineering Calculations:
1. Calculations were not included within the provided submittal. Please provide
engineering calculations that meet the requirements of 15A NCAC 02U .0201(c). At
minimum, the calculations shall include the following items:
a. Justification for the required pip capacity, and details for how pipe sizes were
determined.
Response: Engineering calculations are attached.
b. Minimum velocities to be maintained in the reclaimed water line.
Response: Engineering calculations are attached.
c. For connection to a force main, submit an evaluation of the existing force main
based on peak flows to the proposed project and peak flows already tributary to
the existing force main.
Response: Not applicable for this project.

State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U – RECLAIMED WATER SYSTEMS – DISTRIBUTION LINES
INSTRUCTIONS FOR FORM: RWDL 06-16 & SUPPORTING DOCUMENTATION

INSTRUCTIONS FOR FORM: RWDL 06-16 & SUPPORTING DOCUMENTATION Page 1 of 2

Please use the following instructions as a checklist in order to ensure all required items are submitted. Adherence to these
instructions and checking the provided boxes will help produce a quicker review time and reduce the amount of additional
information requested. Failure to submit all of the required items will lead to additional processing and review time for the
permit application.
For more information, visit the Water Quality Permitting Section’s Non-Discharge Permitting Unit website

General – This application is for projects involving the construction of reclaimed water distribution lines that will supply reclaimed
water for conjunctive use activities. Unless otherwise noted, the Applicant shall submit one original and two copies of
the application and supporting documentation.
Do not submit this application without an associated Reclaimed Water Project Information (FORM: RWPI) form.
A. Reclaimed Water Distribution Lines (FORM: RWDL 06-16) Application (All application packages):
Submit the completed and appropriately executed Reclaimed Water Distribution Lines (FORM: RWDL 06-16) form. Please
do not make any unauthorized content changes to this form. If necessary for clarity or due to space restrictions, attachments to
the application may be made, as long as the attachments are numbered to correspond to the section and item to which they
refer.
The system name in Item II.1. shall be consistent with the user name on the plans, specifications, agreements, etc.
The Professional Engineer’s Certification on Page 5 of this form shall be signed, sealed and dated by a North Carolina licensed
Professional Engineer.
The Applicant’s Certification on Page 5 of this form shall be signed in accordance with 15A NCAC 02T .0106(b). The
application must be signed by a principal executive officer of at least the level of vice-president or his authorized representative
for a corporation; by a general partner for a partnership or limited partnership; by the proprietor for a sole proprietorship;
and by either an executive officer, an elected official in the highest level of elected office, or other authorized employee for a
municipal, state, or other public entity. An alternate person may be designated as the signing official if a delegation letter is
provided from a person who meets the criteria in 15A NCAC 02T .0106(b).

B. Property Ownership Documentation (All Application Packages):
Per 15A NCAC 02U .0201(e) or 15A NCAC 02U .0202(f), the Applicant shall demonstrate that they are the owner of the
property where the reclaimed water lines will be installed. Documentation shall consist of one of the following (or a
combination of):
Legal documentation of ownership (i.e., GIS, deed or article of incorporation), or
Written notarized intent to purchase agreement signed by both parties with a plat or survey map, or
An easement specifically indicating the intended use of the property and meeting the requirements of 15A NCAC 02L
.0107(f), (i.e. municipality right of way) or
A written notarized lease agreement signed by both parties, indicating the intended use of the property, as well as a plat
or survey map.

INSTRUCTIONS FOR FORM: RWDL 06-16 & SUPPORTING DOCUMENTATION Page 2 of 2

C. Engineering Plans (All Application Packages):
Per 15A NCAC 02U .0201(c)(1) or .0202(c), submit standard size and 11 x 17-inch plan sets that have been signed, sealed and
dated by a North Carolina licensed Professional Engineer. At a minimum, the engineering plans shall include the following
items:
Table of contents.
A general location map with at least two geographic references and a vicinity map.
Plan and profile views of all pump stations and reclaimed water line extensions as well as the proximity of the reclaimed
water line extensions to other utilities and natural features.
Depict minimum separation distances required by 15A NCAC 02U .0403(h), (i), and 15A NCAC 02T .0305).
Minimum cover in accordance with 15A NCAC 02T .0305(g)(4).
Location and details of all pump stations.
All labeling and color coding requirements per 15A NCAC 02U .0403.
Plans shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY, NOT
FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the plans may be
labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.

D. Specifications (All Application Packages):
Per 15A NCAC 02U .0201(c) or .0202(c), submit specifications that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer. At a minimum, the specifications shall include the following items:
Specifications for standard equipment may be omitted for municipalities with approved standard specifications. Use of
standard specifications must be noted on each page of the plans.
Table of contents with each section/page numbered.
Detailed specifications for each reclaimed water line and pump station (as applicable).
Site Work (i.e., earthwork, clearing, grubbing, excavation, trenching, backfilling, compacting, fencing, seeding, etc.)
Materials (i.e., concrete, masonry, steel, painting, method of construction, etc.)
Electrical (i.e., control panels)
All labeling and color coding requirements per 15A NCAC 02U .0403.
Specifications shall represent a completed design and not be labeled with preliminary phrases (e.g., FOR REVIEW ONLY,
NOT FOR CONSTRUCTION, etc.) that indicate they are anything other than final specifications. However, the
specifications may be labeled with the phrase: FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION.

E. Engineering Calculations (All Application Packages):
Per 15A NCAC 02U .0201(c) or .0202(c), submit calculations that have been signed, sealed and dated by a North Carolina
licensed Professional Engineer. At a minimum, the calculations shall include the following items:
Provide justification for the required pipe capacity, and details for how pipe sizes were determined.
Minimum velocities to be maintained in the reclaimed water line.
Friction/total dynamic head calculations and system curve analysis for each pump used.
Pump selection information including pump curves, manufacturer’s information, and recommended installation guidelines.
Detailed specifications for each reclaimed water line and pump station (as applicable).
Floatation calculations for any pump stations entirely or partially below grade.
For connection to a pump station, submit an evaluation of the existing pump station’s ability to handle peak flows. Provide
calculations to detail how peak flows were determined.
For connection to a force main, submit an evaluation of the existing force main based on peak flows to the proposed project
and peak flows already tributary to the existing force main.

ONE ORIGINAL AND TWO COPIES OF THE COMPLETED APPLICATION AND SUPPORTING DOCUMENTATION
SHALL BE SUBMITTED TO:
NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF WATER RESOURCES
WATER QUALITY PERMITTING SECTION
NON-DISCHARGE PERMITTING UNIT

By U.S. Postal Service: By Courier/Special Delivery:
1617 MAIL SERVICE CENTER 512 N. SALISBURY STREET
RALEIGH, NORTH CAROLINA 27699-1617 RALEIGH, NORTH CAROLINA 27604

TELEPHONE NUMBER: [phone] FAX NUMBER: [phone]

FORM: RWDL 06-16 Page 1 of 5
State of North Carolina
Department of Environmental Quality
Division of Water Resources
15A NCAC 02U – RECLAIMED WATER SYSTEMS – DISTRIBUTION LINES
FORM: RWDL 06-16

I. CONTACT INFORMATION:
1. Applicant's name: Town of Holly Springs
Mailing address: 128 South Main Street
City: Holly Springs State: NC Zip: 27540-
Telephone number: [phone] Email Address: Kendra. [e-mail]
2. Signature authority’s name: Kendra Parrish (per 15A NCAC 02T .0106) Title: Executive Director of Utilities
and Infrastructure
3. Consulting Engineer’s name: Blake Hall License Number: 038616 Firm: Timmons Group
Mailing address: 5410 Trinity Road, Suite 102
City: Raleigh State: NC Zip: 27607-
Telephone number: [phone] Email Address: [e-mail]
II. DISTRIBUTION SYSTEM INFORMATION
1. Distribution system project name (name of subdivision, shopping center, etc.): Oakview Innovation Park
2. Project county: Wake
3. USGS map name:
4. Owner of reclaimed water generating facility: Town of Holly Springs
5. Permit number of reclaimed water generating facility: WQ0032289
6. List the owner(s) of any intermediate reclaimed water lines if different from the applicant, or the generating facility.
7. Permit number for reclaimed water line immediately upstream: WQ0038029
8. Pipe diameter for for reclaimed water line immediately upstream: 16 inch
9. Specify the proposed destination of the reclaimed water: Oakview Innovation Park
10. Capacity of proposed distribution system: Infrastructure only gallons per day
11. Explanation of how capacity was determined: N/A
III. DISTRIBUTION LINE DESIGN INFORMATION
1. Complete the table below for by providing the required information on the proposed distribution lines:
Diameter (inches) Length
(linear feet) Pipe Material High Elevation
(ft)
Discharge Elevation
(ft)
8 3,471 Purple PVC 354 333+/- & 354

2. Station location of air release valves: N/A
Note: Air release valves must be provided at all high points along the line where the elevation difference exceeds 10 ft.

FORM: RWDL 06-16 Page 2 of 5
III. DISTRIBUTION LINE DESIGN INFORMATION (Continued)
3. Complete the table below by providing the location of each design criteria in the specification and/or plans in accordance with
15A NCAC 02U .0403. Items that are not applicable shall be marked N/A.
Design Criteria Page Number in Plans Page Number in Specifications
Labeling on reclaimed water piping, valves, storage
facilities, and outlets C3.4, C3.8-C3.11 N/A
Color coding on reclaimed water piping, valves, etc. N/A N/A
Method of securing valves and outlet for operation by
authorized personnel only N/A N/A
Locking mechanism for hose bibs N/A N/A
Cross connection control devices N/A N/A

IV. SETBACKS (15A NCAC 02U .0701)
1. Provide the actual minimum distance (in feet) from any reclaimed water storage units and/or pump station within the
distribution system to each item listed (distances greater than 500 feet may be marked N/A):
Setback Parameter Pump stations within
distribution system
Reclaimed Water
Storage Units
Required Actual Required Actual
Any private or public water supply source N/A N/A 100 N/A
Any property line N/A N/A 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) classified as SA 25 N/A 50 N/A

2. Do the pump stations and storage units comply with all setbacks found in the river basin rules (15A NCAC 2B .0200)?
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
 If yes, have the required Non-Discharge Wastewater System Waiver (FORM: NDWSW) forms been included with this
application package? Yes or No

FORM: RWDL 06-16 Page 3 of 5
V. SEPARATION DISTANCES
1. Provide the actual minimum separation distance (in feet) from the reclaimed water distribution system to each item listed in
accordance with 15A NCAC 02U .0403(h), (i), and (j):
Separation Parameter Horizontal Vertical
Required Actual Required Actual
Any water line (feet) 10 20 1.5 1.5 min
Any well 50 N/A N/A N/A
Sewer lines (reclaimed over sewer) 2 2 1.5 1.5 min
Final earth grade N/A 3 3 min
2. Are the separation requirements listed above met? Yes or No
 If No, has documentation been provided to show that piping and integrity testing procedures meet water main standards in
accordance with 15A NCAC 18C? Yes or No
Note: In no case shall reclaimed water lines be closer than 25 feet to a private well.

VI. PUMP STATION INFORMATION
IF MORE THAN ONE PUMP STATION, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. Are there any reclaimed water pump stations proposed as part of the distribution system? Yes or No
 If no, then skip the remaining items in Section VI.
2. Complete the table below by providing the required information regarding the reclaimed water pump station(s)
Pump Station Design Plan Sheet
Number
Specification
Page Number
Internal dimensions (L x W x H or φ x H) ft ft ft
Volume gallons
Inlet Elevation ft
Outlet Elevation ft
Number of pumps
Pump capacity GPM
Lead pump on elevation ft
Lag pump on elevation ft
Lead pump off elevation ft
Lag pump off elevation ft
High water elevation ft
Audible/Visual high water alarm
3. What is the 100-year flood elevation? (ft)
4. Precautions to be taken to protect the pump station from flooding: (ft)

FORM: RWDL 06-16 Page 4 of 5
VII. STORAGE TANK INFORMATION
IF MORE THAN ONE STORAGE TANK, PROVIDE ADDITIONAL COPIES OF THIS PAGE AS NECESSARY.
1. Are there any reclaimed water storage tanks proposed as part of the distribution system? Yes or No
 If no, then skip the remaining items in Section VII.
2. Complete the table below by providing the required information regarding the reclaimed water storage tank(s)
Storage Tank Design Plan Sheet
Number
Specification
Page Number
Type of storage tank Select
Internal dimensions (L x W x H or φ x H) ft ft ft
Storage Volume gallons
Inlet Elevation ft
Outlet Elevation ft
High water elevation ft
Audible/Visual high water alarm
3. What measures will be taken to reduce the risk of overflow?

Professional Engineer's Certification:
Vy I, I L L, A LrnfW , attest that this application for
00&MKw 1ne%V*Jian Pou[k . 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. I 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 143-215.613,
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 r qi 10 exceed $10,000 as well as civil penalties up to $25,000 per via]ation.
North Carolina Professional Engineer's seal, signature, and date:
)KL'
MS
R�L�e_t�
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F04192
P.
Applicant's Certification (signing authority must be in compliance with 15A \CAC 02T .0106):
I, Kendra D. Parrish, P.E. Executive Director of Utilities & Infrastructure Services
(signing authority name — PLEASE PRINT) (title)
attest that this application for
(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 15A NCAC 02U .0105. 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:
FORM: RWDL 06-16 Page 5 of 5

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REVISIONS:
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NEW HILL Rp
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CERTIFICATE OFREV1,EW OFFICER,
STATE OF NORTH CAROLINA
COUNTY OF WAKE C�
1, Jl (i EV1EW OFFICER OF WAKE COUNTY,
CERTIFY THAT THE MAP PLAT T WHICH THIS CERTIFICATION IS AFFIXED
MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
SURVEYOR CERTIFICATION
1, TERRY L. WESTENDORF, PLS CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION FROM
REFERENCES AS NOTED ON SAID MAP: THAT THE BOUNDARIES NOT SURVEYED
ARE CLEARLY INDICATED AS DASHED LINES; AND DRAWN FROM INFORMATION AS
INDICATED UNDER REFERENCES, THAT THE RATIO OF PRECISION AS CALCULATED
1S GREATER THAN 1;10, 000+; THAT THIS PLAT WAS PREPARED IN ACCORDANCE
WITH G. S. 47-30 AS AMENDED.
THE FOLLOWING INFORMATION WAS USED TO PERFORM GPS SURVEY-
(1) CLASS OF SURVEY "CLASS A"
(2) POSITIONAL ACCURACY- 0.04'
(3) TYPE OF GPS FIELD PROCEDURE: NCVRS
(4) DATE OF SURVEY. 211112021
(5) DATUM/EPOCH: NAD83 (2011) -EPOCH 2O10.00
(6) PUBLISHED/FIXED-CONTROL USE. NCVRS
(7) GEOID MODEL: 2012 (CONUS)
(8) COMBINED GRID FACTOR(S): 0.99989739
(9) UNITS: US SURVEY FEE T
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THAT THIS SURVEY IS OFANOTHER CATEGORY, SUCH AS THE RECOMBINATION
OF EXISTING PARCELS, A COURTORDERED SURVEY, OR OTHER EXEMPTION OR
�WCF?T�n�TO THE DEFINITION OF SUBDIVISION.
TERRYL.'WESTENDORF, NCPLSN0.-L-3232 DATE
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WAKE COUNTY, NC 71
TAMMY L. BRUNNER
REGISTER OFI DEEDS
PRESENTED & RECORDED ON
06/2812021 11:44:12
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j COVER SHEET
THIS PLAT IS BEING COMPLETED IN ASSOCIATION WITH THE
OAKVIEW INNOVATION TECHNOLOGY PARK MASTER PLAN
RECOMBINATION MAP SURVEY FOR
TRUSTWELL GROUP
GREEN'OAKS PARKWAY &
HOLLY SPRINGS NEW HILL ROAD
HOLLY SPRINGS, NORTH CAROLINA
HOLLY SPRINGS ITWNSHP WAKE COUNTY
DATE: 51312021 SCALE: 1 "= 300'
SHEET 1 OF 9 J.N.:47135
DRAWN BY: GC CHECK BY: MWW
FIELD EDIT BY: JCS on 2/11/2021
MAP CHECKED BY: GC on 5/3/2021
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LINE TABLE
LINE
BEARING
LENGTH
L1
N89°3636E
59.00,
L2
N89°3636"E
171.35'
L3
S3°5730'W
19.11,
L4
N89°3926'E
44.45'
L5
N87°5453E
50.55'
L6
N87°1223 E
51.01,
L7
N84°0642"E
52.03'
L8
N60°3746"E
52.56'
L9
N74 °54 24 E
53.16'
L 10
N69°3026"E
45.88'
L l l
N69°34 31 "E
6.91'
L 12
N64 47'16"E
52.47'
L 13
N60°0940"E
52.70'
L14
N54°3327E
528V
L 15
S 11 °36'01 E
18.01 '
L 16
S9°36'17"W
31.48'
L 17
N49°4350 E
52.51'
L 18
N44 °50'33 E
13.16'
L19
N44°5146"E
39.45'
L20
N40°00 38'E
52.18'
L21
N36 25'07 E
51.66'
L22
S89°52'17'E
2569'
L23
S89°52'17E
15.06'
L24
S82°5855"W
54.19'
L25
S88 24 49"W
17.37'
LINE TABLE
LINE
BEARING
LENGTH
L 100
N52°1143"E
50.02'
L 101
N55°4358"E
51.06'
L 102
N59°0627E
53.19'
L 103
N63 °01 '01 E
54.58'
L 104
N65 41'16'E
54.68'
L 105
N66°5924E
50.60'
L 106
N67° 18'31 "E
51.03'
L 107
N66°5557 E
47.66'
L 108
N67°1139E
50.13'
L 109
N66°55'03E
48.93'
L 110
N66°23'00'E
50.74'
L 111
N66°5942 E
97.70'
L 112
N67°12'16'E
48.52'
L 113
N66°54'00E
45.03'
L 114
N67°03'33'E
58.69'
L 115
N67°0835"E
54.78'
L 116
N67°33'1I'E
52.37'
L 117
N67 2824E
57.13'
L 118
N67 2724E
54.76'
L 119
N67°5236'E
51.98'
L120
N6920'54"E
48.40'
L 121
N72°01'10E
53.15'
L 122
N74 °5130'E
53.10'
L 123
N75°04 34 "E
51.98'
L 124
N74 °30'08"E
55.12'
L 125
N76 2629"E
38.36'
L 126
S39°5100"W
9.88'
PROPER TYDATA
OLDLOT 1
OWNER. HELIX VENTURES, LL C
PIN.-0639721436
DB 18040 PG 1512
BM2016 PG 595
OLDLOT2
OWNER.- HELIX VENTURES, LLC
101M 0639842054
DB 17362 PG 2161
BM2019 PG 2149
OLDLOT3
OWNER. HELIX VENTURES, LL C
P/N.- 0639941045
OB 17707PG 908
BM2019 PG 2150
OLDLOT4
OWNER.- HELIX VENTURES, LL C
PIN, - 0639943500
DB 18131 PG 1303
BM2019 PG 2148
ADDRESS: HELIX VENTURES, LLC
3717NATIONAL DRIVE, SUITE209
RALEIGH, NC 27612
CURVE TABLE
CURVE
RADIUS
LENGTH
CHORD BEARING
CHORD
C1
28.00'
23.1V
S30°09'06"E
22.46'
C2
1970.50'
210.26'
S3 2649"E
210.16'
C3
27.50'
43.20'
N44 °36 35E
38.89'
C4
28.00'
36.54'
N80°03'07"W
34.00'
C5
329.50'
97.89'
S79°54'11 "W
97.53'
OLDLOT5
OWNER.- TOWN OF HOLL YSPRINGS
PIN.- 0639937984
DB 13263 PG 1468
ADDRESS- TOWN OF HOLL Y SPRINGS
128 S. MAIN STREET
P.O. BOX 8
ROLL YSPRINGS, NC 27540
OLD LOT 6
OWNER.- HELIX VENTURES, LLC
PIN- 0639837664
DB 18406 PG 1907 &
DB 18406 PG 19.10
ADDRESS.- HELIX VENTURES, LLC
3717NATIONAL DRIVE, SUITE
RALEIGH, NC 27612
OLDLOT7
OWNER.• HELIX VENTURES, LLC
PIN. - 0639633688
DB 17498 PG 2164
LINE TABLE
LINE
BEARING
LENGTH
E127
S3°47'12"W
766.29'
E128
S89°3636"W
50.13'
E129
N3°47'12E
760.82'
E130
N83 2652'E
50.83'
SURVEYNOTES:
1. MAJOR SUBDIVISION PLAT PREPARED FOR TRUSTWELL GROUP.
2. THIS PROPERTY LIES /N ZONE X, NOT A SPECIAL FLOOD HAZARD
AREA, PER FIRM # 3720062800J,PANEL 0628, EFFECTIVE DATE MAY 02,
2006. THIS PROPERTY ALSO LIES /N ZONE X, NOT A SPECIAL FLOOD
HAZARD AREA, PER FIRM # 3720064900J, PANEL 0649, EFFECTIVE DATE
MAY 02, 2006.
3. HORIZONTAL CONTROL /S BASED ON NC STATE GRID, NAD'83 (2011)
AS DETERMINED BY GPS. ALL DISTANCES SHOWN ARE GROUND
DISTANCES.
4. THIS SURVEY DOES NOT VERIFY THE EXISTENCE OF, NOR CERTIFY
THE LOCATION OF, ANY JURISDICTIONAL WETLANDS THAT MAY EXIST
ON THIS PROPERTY.
5. THIS SURVEY WAS PERFORMED WITHOUT THE BENEFIT OF A TITLE
SEARCH. OTHER EASEMENTS MAY EXIST ON THESE PROPERTIES.
6. NOT ALL IMPROVEMENTS HAVE BEEN SHOWN.
CERT/F/CATE OFREV/EW OFF/CER.
STATE OF NORTH CAROLINA
COUNTY OF WAKE
1, UR L"FPLAT
REVIEW OFFICER OF WAKE COUNTY,
CERTIF HAT THE MAWHICHTHIS CERTIFICATION /S AFFIXED
MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
I
VIE OFFICER 7 ATE
CERT/F/CATE OFAPPROVAL FOR RECORDING
l HEREBY CERTIFY THAT THE SUBDIVISION PLAT SHOWN HEREON HAS BEEN
FOUND TO COMPL Y WITH THE SUBDIVISION REGULATIONS OF THE TOEN OF
HOLLY SPRINGS, NORTH CAROLINA AND THAT THE FEE OF $�_
HAS BEEN PAID, AND THAT THIS PLAT HAS BEEN APPROVED B THE TOWN OF
HOLL Y SPRINGS FOR RECORDING IN THE REGISTER OF DEEDS OF WAKE
COUNTY.
U � � 0, to [;)'� 2.1
,18 IVIS70N DA
TOWN OF HOLL Y SPRIN S, ORTH CAROL/NA
DEPARTMENT OF ENGINEERING CERT1FICATE OF Oft Y THE CHECKED STATEMENTS.
l HEREBY CERTIFY THAT
ALL ST TILITIES, GREENWAYS OTHER REQUIRED IMPROVEMENTS HAVE BEEN INSTALLED
IN AN ACCEPTABLE D ACC G TO TOWN STANDARDS AND SPECIFICATIONS OR
GUARANTEES OF THE INSTA ATHE REQUIRED IMPROVEMENTS /N AN AMOUNT AND MANNER
SATISFACTORY TO THE OF HOLLY HAS BEEN RECEIVED.
THE TOW OLL Y SPRINGS APPROVES O �9'!E EASEMENTS /RIGHT-OF-WAY DEDICATION AS
SHOWNA ELINEATED ON THIS PLAT.
-jLOTS SHOWN ON THIS PLAT MAY NOT BE BUILDABLE. PUBLIC UTILITY SERVICES HAVE NOT BEEN
VERIFIED FOR THE LOTS SHOWN ON THIS PLAT. NOTEAT THE TIME OF BUILDING PERMIT APPLICATION
SUBMITTAL VERIFICATION MUST BE MADE THAT ALL LOTS MEET THE TOWNS DEVELOPMENT REGULATIONS.
IN ADDITION, RIGHT OF WAY DEDICATION AND THE ISSUANCE OF ENVIRONMENTAL DEVELOPMENT PERMIT
WILL BE REQUIRED AT THE TIME OF THEAPPLICATION FOR THE BUILDING PERMIT FOR EACH LOT.
TbhN ENG EER I DATE
TOWN OF HOLLY SPRINGS, NORTH CAROLINA
CER71FICA7E_0F,4PPR0VAL FOR RECORDING:
I HEREBY CERTIFY THAT THF_SUBDIVISION PLAT SHOWN HEREON HAS-BEEN FOUND TO COMPL Y WITH THE
ADDRESS.' HELIX VENTURES, LLC SUBDIVISION REGULATIONS OF-TH€TOWN OF HOLLY SPR/NG, FORTH CAROLINA AND THAT THE FEE OF
3717 NATIONAL DRIVE, SUITE $ *HAS BEEN PAID., AND THAT THIS PLAT HAS BEEN -APPROVED BY THE TOWN OF HOLL Y SPRINGS
RALEIGH, NC 27612 FOR RECORDING IN THE REGISTER OF DEEDS OF� COUNTY.
NEW LOT I = 6,425,971 SF/ 14752AC
/ \�
NEWLOT2= 1,247,968SF/28.65AC
!,✓
NEW LOT 3 = 599,929 SF / 13.77 AC
OLD L OT 1= 6, 094, 938 SF/ 139.92AC
SUBDIVISION ADMINISTRATOR�DATE
NEW LOT 4 = 58,914 SF / 1.35 AC
OLD L OT2 = 486, 563 SF/ 11.17AC
TOWN OF HOLL Y SPRINGS, NORTH CAROLINA
NEWLOT5=209,367SF/4.81AC
OLDLOT3=512,716SF/11.77AC
(`PLEA SEFILL INTHETOTALAMOUNTPAID)
NEW LOT 6= 174,784 SF14.01 AC
OLD LOT4=432,300SFIR92AC
OLD L OT 5 = 97691 SF/2.24AC
TOTAL AREA = 8,716,933 SF 1200.11 AC
OLD L OT 6 = 542, 085 SF/ 12.44AC
OLD L OT 7 = 550,598 SF/ 12.64AC
r
I. IAi7-7dYJ3o0
NEW LOT 1: 11751 HOLL Y SPRINGS NEW HILL ROAD
NEW LOT 2: 11651 HOLL Y SPRINGS NEW HILL ROAD
NEW LOT 3: 11605 HOLLY SPRINGS NEW HILL ROAD
NEW LOT 5: 11621 HOLL Y SPRINGS NEW HILL ROAD
NEW LOT 6: 501 GREEN OAKS PARKWAY
TOTAL AREA = 6 716.933 SF/200.1I AC
RECORDED /N BOOK OF MAPS �OZ/ , PG_1140'I OF THE WAKE COUNTY REGISTRY
CERT/F/CATE OF OWNERSHIP AND DEO/CAT/ON
I HEREBY CERTIFY THAT l AM THE OWNER OF THE PROPERTY SHOWN AND
DESCRIBED HEREON
PIN: 0639721436, 0639842054, 0639941045, 0639943500, 0639945880 & 0639837664
WHICH /S LOCATED /N THE SUBDIVISION JURISDICTION OF THE TOWN OF
HOLLY SPRINGS AND THAT I HEREBY ADOPT THIS PLAN OF SUBDIVISION WITH
MY FREE CONSENT, ESTABLISH MINIMUM BUILDING SETBACK LINES, AND
DEDICATE ALL STREETS, ALLEYS, WALKS, PARKS, AND OTHER SITES AND
EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED. FURTHERMORE, I
HEREBY DEDICATE ALL SANITARY SEWER, AND WATER LINE TO THE TOWN OF
HOLLY SPRINGS.
HELIX VENTURES, LLC
(COMPANY/LLC NAME)
(S/GNATURE)L DATTE
cQra Z v� I `110_0
(PRINT NAME) T/TL
CERT/F/CATE OF OWNERSHIP ANO DEDICATION
I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY SHOWN AND
DESCRIBED HEREON
PIN: 0639937984
WHICHIS LOCATED IN THE SUBDIVISION JURISDICTION OF THE TOWN OF
HOLLY SPRINGS AND THAT/ HEREBYADOPT THIS PLAN OF SUBDIVISION WITH
MY FREE CONSENT, ESTABLISH MINIMUM BUILDING SETBACK LINES, AND
DEDICATEALL STREETS, ALLEYS, WALKS, PARKS, AND OTHER SITES AND
EASEMENTS TO PUBLIC OR PRIVATE USE AS NOTED. FURTHERMORE, I
HEREB Y DEDICA TE ALL SANITARY SEWER, AND WATER LINE TO THE TOWN OF
HOLLY SPRINGS.
TOWN OF HOLLY SPRINGS
(COMPANY/LLC NAM )
(SIGNAT RE) DATE
(PRINT AME) TITLE
REVISIONS:
NOTARYSTATEA4ENT
SWORN TO AND SUBSCRIBED BEFORE ME THE
20-'_ DAY OF t.- { 20 1A
NOTARY PUBLIC IN AND FOR THE STATE OF
NORTH CAROLINA.
MY COMMISSION EXPIRES:
NOTARYIbUBLIC PRINT D
�.� NOTARY
PUBLIC
'� •.�N 22
• 4
NOTARYSTATEMENT
SWORN TO AND SUBSCRIBED BEFORE ME THE
T 3, DAYOF P 20 .
NOTARY PUBLIC IN AND FOR THE STATE OF
NORTH CAROLINA. /
MY COMMISSION EXPIRES: SS 2,
N ARY PUBL! PRINTED
9pSEAL
�
i6Oii�l{�aJ&..t�
�� -� ffdf�I/3C13iYi1$�rlf� RC3���+�
WAKE COUNTY, NC 72
TAMMY L. BRUNNER
REGISTER OF DEEDS
PRESENTED & RECORDED ON
06I28/2021 11:44:12
IIIII Ifl I I IIIII III II I II III III III II
BOOK:BM2021 PAGE:01164
THIS PLAT IS BEING COMPLETED IN ASSOCIATION WITH THE
OAKVIEW INNOVATION TECHNOLOGY PARK MASTER PLAN
CARq,'<; --,,
�o�El RECOMBINATION MAP SURVEY FOR
TRUSTWELL GROUP
9 �: �, GREEN OAKS PARKWAY &
s�o.- HOLLY SPRINGS NEW HILL ROAD
wEls�,,,,•��/21/2021 HOLLY SPRINGS, NORTH CAROLINA
HOLLY SPRINGS TWNSHP WAKE COUNTY
DATE: 5131202, SCALE: N/A
SHEET 2 OF 9 ' J.N.:47135
DRAWN BY: GC CHECK BY: MWW
FIELD EDIT BY: JCS on 2/11/2021
MAP CHECKED BY: GC on 5/3/2021
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-24.93'
/
TOWN OF HOLNIF Y SPRINGS
PIN:0639953025
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HELIX VENTURES, LLC
PIN: 0639941045
DB 17707 PG 908
BM 2019 PG 2150
OLD LOT 4
N/F
HELIX VENTURES, LLC
PIN: 0639943500
DB 18131 PG 1303
BM 2019 PG 2148
NEWLOT3
AREA = 599,929 SF 113.77 AC
ti
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0 ' '9
N/F
GARLAND JOHNSON, JR.
PIN: 0639955037
DB 8389 PG 1882
BM 1996 PG 1251
S87°3836 E 325,29,
N/F
GARLAND JOHNSON, JR.
AND WIFE
GAIL BANES JOHNSON
PIN. 0639957154
DB 2769 PG 780
BM 1979 PG 535
IRF IRF
PERMANENT SLOPE
EASEMENT
\
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EXISTING \
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\
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BM 2007 PG 823
\
\
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R=2700.00' \
L=99.14' \�
T=49.57'
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CB=S32 2351 E
C=99.13'
EXISTING
DRAINAGE EASEMENT
BM 2007 PG 823
L N89°3346"E
18.66' (TIE)
NEWLOT4
AREA = 58,914 SF / 1.35 AC
N/F
HELIX VENTURES, LLC
PIN., 0639945880
DB 18131 PG 1303
BM 2019 PG 2148
M EXISTING
100 YR BACKWATER
EASEMENT BASED ON
N WAKE COUNTY GIS TOPO
N ELEVATION 343.00
N/F
TERRY JONES, JACKSON JONES
AND RICHARD LANE
PIN:0649049486
WB 15-E PG 1588
%2"IPF
R=2703.00'
L=27224'
T=136.23'
A =5 46'14"
CB=S28 27'35E
C=272.12'
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WAKE COUNTY, MC 73
TAMMY L. DRUMMER
REGISTER OF DEEDS 2
PRESENTED & RECORDED ON
86128/2821 11:44:12
11 1111111111111111 11111 Till 1111I ll11I
BOOK:DM2821 PAGE:81165
CERTIFICATE OFREMEW OFFICER,
STATE OF NORTH CAROLINA
COUNTY OF WAKE
1, REVIEW OFFICER OF WAKE COUNTY,
CERTIFY THAT THE MA OF PLA TO WHICH THIS CERTIFICATION IS AFFIXED
MEETS ALL STATUTORY REQUIREMENTS FOR RECORDING.
� t � 1� " 'Q 1A I
-lfEtF/E'FV0rFXTr_DA T
LEGEND
PROPERTY LINE SURVEYED
LINE NOT SURVEYED
EXISTING R/W LINE
R/W
PROPERTY LINES TO BE REMOVED
. . . . . . . . . . .
EXISTING IRON PIPE FOUND
OO IPF
EXISTING IRON ROD FOUND
(D IRF
EXISTING CONC MONUMENT FOUND
O CMF
COMPUTED POINT
Q CP
518" CAPPED IRON REBAR SET
0 IRS
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OLD LOT 3
S62°33
\\\
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N/F
N88 2449"E 326.77'
C5 L24.
HELIX VENTURES, LLC
PIN: 0639941045
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0
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L=338.86'
\ �, T=169.65'
+i
6,� OLDLOT3
�0 ,3 0.21
\ f A=7°10'59"
PROPERTYDATA TABLE
NEWLOT3
AREA = 599, 929 SF/ 13.77AC
NEWLOT4
AREA = 58, 9>4 SF/ >.35AC
NEWLOT5
AREA = 209, 367 SF14. 81 AC
NEWLOT 6
AREA = 174, 784 SF14.01 AC
,,��uuuurgrr
ca cr \0 It4o I N/F \ �`��`'
m i9 r15� g�� GB 116 63 HELIX VENTURES, LLC PROP. LINES TO BE CB=S21 °5839"E .
m , o OLD LOT 3 00 \
o � REMOVED \ C=338.64'
m 'IM) N38 20 02"W
PIN: 0639941045 N/F Lcicz
cn DB 17707PG 908 HELIX VENTURES, LLC N
a 70,1 V (TOTAL) OLD LOT 5 \
t ss SM 2019 PG 2150 Q PIN: 0639941045 N/F
m ' o° O DB 17707 PG 908 W ' TOWN OF HOLLY SPRINGS I %
a ~ BM 2019 PG 2150 M PIN: 0639937984 % J` '•
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0
NEW L OT 5 0 DB 13263 PG 1468
<o U
4�_ AREA = 209,367 SF / 4.81 AC
of'sWEit% 1/2021
/VEWLOT 6 I
. . . @IPF I- . . . . . . . . . . . . . . . . �, . S87°50'03 E 968.01, AREA = 174,784 SF / 4. 01 AC i IRF
PROPERTY LINE TO BE REMOVED �' o o • . . . . . . .
�acr PROPERTY LINE TO BE REMOVED • . • . • @ IPF I" I N 4
2 W I
OLD LOT 6 M' N EXISTING DRAINAGE
S�3 044jE N/F EASEMENT \`
ABCZ PROPERTIES, LLC cn BM 2007 PG 823 \ m
L 15 s PIN, 0639837664 IRF SPINDLE -
DB 16588 PG 2018 N88°3452"W 271.30' IRF 1/2" THIS PLAT IS BEING COMPLETED IN ASSOCIATION WITH THE
N: 693709.30
E: 2039972.35 OAKVIEW INNOVATION TECHNOLOGY PARK MASTER PLAN
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SHEET 3 —
SHEET 4—MATCHLINE —
RECORDED IN BOOK OF MAPS 20-7i , PG 114 _$w OF THE WAKE COUNTY REGISTRY
1552.26'
HELIX VENTURES, LLC
PIN:0639837664
DB 18406 PG 1907 &
DB 18406 PG 1910
I. RECOMBINATION MAP SURVEY FOR
SEE SHEET 2 FOR LINE TR USTWELL GROUP
AND CURVE TABLES GREEN OAKS PARKWAY &
N
� SCALE 1" = 100' HOLLY SPRINGS NEW HILL ROAD
69' 1
'IRF Of 100 00 HOLLY SPRINGS/ NORTH CAROLINA
2
REVISIONS: HOLLY SPRINGS TWNSHP WAKE COUNTY
DATE: 51312021 SCALE: 1 "= 100'
SHEET 3 OF 9 J.N.:47135
DRAWN BY: GC CHECK BY: MWW
FIELD EDIT BY: JCS on 2/11/2021
MAP CHECKED BY: GC on 5/3/2021
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— SHEET 7
SHEET 3
—
SHEET4
SHEET4
N/F
MARIO L. DONNELL
PIN:0639837443
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TOWN OF HOLLY SPRINGS
PIN: 0
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NEWL OT I
AREA = 6,425, 971 SF / 147.52 AC
/
IPF 1/2"
SHEET 6
SHEET 5
SHEET4
SHEET 5
RECORDED IN BOOK OF MAPS Z0ZI , PG 11L4 OF THE WAKE COUNTY REGISTRY
—MATCHLINE
N/F
SEQUIRUS INC.
PIN:0639914852
DB 16104 PG 1384
BM 2007 PG 87
SEE SHEET 2 FOR LINE
AND CURVE TABLES
i
SCALE 1" = 100'
0' 160, 200'
REVISIONS:
N
SV
N
co
228.4V
77.
MATCHLINE
N88 2742"W 492.52' (TIE)
WAKE COUNTY, NC 74
TAMMY L. BRUNNER
REGISTER OF DEEDS
PRESENTED 8 RECORDED ON
06/28/2021 11:44:12
III it IIIII III I IIIII III I III IIII IIII III II
DOOK:BM2021 PAGE:01166
PROPERTYDATA TABLE
NEWLOT 1
AREA = 6, 425, 97> SF/ >47.52AC
PROPERTY LINE SURVEYED
LINE NOT SURVEYED
EXISTING R/W LINE
PROPERTY LINES TO BE REMOVED
EXISTING IRON PIPE FOUND
EXISTING IRON ROD FOUND
EXISTING CONC MONUMENT FOUND
COMPUTED POINT
5/8" CAPPED IRON REBAR SET
Op IPF
Q IRF
0 CMF
CP
• IRS
CERTIFICATE OF REVIEW OFFICER.
STATE OF NORTH CAROLINA
COUNTY OF WAKE
1, W11 ` , REVIEW OFFICER OF WAKE COUNTY,
CERTIFY rfiAl�THEmAA OF PLAT TO WHICH THIS CERTIFICATION ISAFFIXED
MEETS ALL STATUTORY REQUIREMENTS FOR
//RECORDING.
Uu�l p_ i
REVIEW O� ER D TA E �1
''''�r wEs���••��6/2112021
THIS PLAT IS BEING COMPLETED IN ASSOCIATION WITH THE
OAKVIEW INNOVATION TECHNOLOGY PARK MASTER PLAN 7
RECOMBINATION MAP SURVEY FOR
TRUSTWELL GROUP 0
GREEN OAKS PARKWAY &
HOLLY SPRINGS NEW HILL ROAD
HOLLY SPRINGS, NORTH CAROLINA
HOLLY SPRINGS TWNSHP WAKE COUNTY
DATE: 51312021 SCALE: 1 "= 100'
SHEET 4 OF 9 J.N.:47135
DRAWN BY: GC CHECK BY: MWW
FIELD EDIT BY: JCS on 2/11/2021
MAP CHECKED BY: GC on 5/3/2021

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N/F
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PIN.0639614491
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BM 2019 PG 1424
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BM 2016 PG 595 \ '
1
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EXISTING 40' PERMANENT
ACCESS EASEMENT
DB 12957 PG 1315 I
BM 2007 PG 2535
I
I
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— SHEET
SHEET 6 I
RECORDED /N BOOK OF MAPS ZOaZI I. PG //(�? OF THE WAKE COUNTY REGISTRY
N/F
SEQUIRUS INC.
PIN: 0639914852
DB 16104 PG 1384
BM 2007 PG 87
SEE SHEET 2 FOR LINE
AND CURVE TABLES
SCALE 1" = 100'
0' 160, 200'
REVISIONS:
WAKE COUNTY, MC 75
TAMMY L. DRUMMER
REGISTER OF DEEDS
PRESENTED & RECORDED ON
06/28r2821 11:44:12
11111111111111111111111111111111111111111111 I 11111
BOOK:BM2621 PAGE:81167
PROPERTYDATA TABLE
mwLOT1
AREA = 6, 425, 971 SF/ 147.52AC
PROPERTY LINE SURVEYED
LINE NOT SURVEYED
EXISTING RM/ LINE
PROPERTYLINES TO BE REMOVED
EXISTING IRON PIPE FOUND
EXISTING IRON ROD FOUND
EXISTING CONC MONUMENT FOUND
COMPUTED POINT
5/8" CAPPED IRON REBAR SET
OO IPF
IRF
0 CMF
CP
• IRS
CERTIFICATE OFREVIEW OFFICER. -
STATE OF NORTH CAROLINA
COUNTY OF WAKE
R/w
I, 1 &. ! .1f�r� JW ►1. REVIEW OFFICER OF WAKE COUNTY,
CERTIFY THAT THE MAP OF PLAT TO WHICH THIS CERTIFICATION IS AFFIXED
MEETS ALL STATUTORY RE UIREMENTS FOR RECORDING.
I
REVIEW OFFICER DATE
THIS PLAT IS BEING COMPLETED IN ASSOCIATION WITH THE
OAKVIEW INNOVATION TECHNOLOGY PARK MASTER PLAN
RECOMBINATION MAP SURVEY FOR
TRUSTWELL GROUP
GREEN OAKS PARKWAY &
HOLLY SPRINGS NEW HILL ROAD
HOLLY SPRINGS, NORTH CAROLINA
HOLLY SPRINGS TWNSHP WAKE COUNTY
DATE: 51312021 SCALE: 1 "= 100'
SHEET 5 OF 9 J.N.:47135
DRAWN BY: GC CHECK BY: MWW
FIELD EDIT BY: JCS on 2/11/2021
MAP CHECKED BY: GC on 5/3/2021
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PIN:0639614491
DB 17430 PG 1026
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SHEET 5
SHEET 6
RECORDED /N BOOK OF MAPS 2102 V ; PG I/Stf OF THE WAKE COUNTY REGISTRY
N/F
SEQUIRUS INC.
PIN:0639914852
DB 16104 PG 1384 A
BM 2007 PG 87 E Im
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MAKE COUNTY, NC 76 �' z E ° t
TAMMY L. BRUNNER ~ 2 V
w
REGISTER OF DEEDS ou Q3f
aU. —10Z PRESENTED & RECORDED ON W o W
06/28/2021 it : 44 : 12 _
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AREA = 6,425,971 SF/147.52AC 5 �
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CERTIFICATE OFREVIEW OFFICER.
STATE OF NORTH CAROLINA
COUNTY OF WAKE I, & r I i REVIEW OFFICER OF WAKE COUNTY,
CERTIFY THAT THE MAP OFPLAr TO WHICH THIS CERTIFICATION IS AFFIXED
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0' 100, 200'
REVISIONS: HOLLY SPRINGS TWNSHP WAKE COUNTY
DATE: 51312021 SCALE: 1 "= 100'
SHEET 6 OF 9 J.N.:47135
DRAWN BY: GC CHECK BY: MWW
FIELD EDIT BY: JCS on 2/11/2021
MAP CHECKED BY: GC on 5/3/2021

BKBM2021 PGO1169
SHEET8
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PIN:0639525817
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IP
0' 100' 200'
REVISIONS:
RECORDED /N BOOK OF MAPS ,ZI% , PG MY OF THE WAKE COUNTY REGISTRY
WAKE COUNTY, NC 77
TAMMY L. BRUNNER
REGISTER OF DEEDS
PRESENTED & RECORDED ON
OG?28/2021 11:44:12
BOOK:BM2021 PAGE:011G9
PROPERTYDATA TABLE
NEWLOT f
AREA = 5425,971 SF/>47.52AC
i J=1--1=nrn
PROPERTY LINE SURVEYED
LINE NOT SURVEYED
EXISTING R/W LINE
PROPERTY LINES TO BE REMOVED
EXISTING IRON PIPE FOUND
EXISTING IRON ROD FOUND
EXISTING CONC MONUMENT FOUND
COMPUTED POINT
518" CAPPED IRON REBAR SET
OO IPF
0 IRF
El CMF
CP
• IRS
R/W
CERTIFICATE OF REVIEW OFFICER•
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HOLLY SPRINGS TWNSHP WAKE COUNTY
DATE: 51312021 SCALE: 1 "= 100'
SHEET 7 OF 9 J.N.:47135
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WAKE COUNTY, NC 78
TAMMY L. BRUNNER
REGISTER OF DEEDS
PRESENTED & RECORDED ON
86r28/2821 1I1:44:12
I �I II IIIII II I III III III II II II II
$OOK:0112021 PAGE:01170
PROPERTY,OATA TABLE
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PROPERTY LINE SURVEYED
LINE NOT SURVEYED
EXISTING R/W LINE
PROPERTY LINES TO BE REMOVED
EXISTING IRON PIPE FOUND
EXISTING IRON ROD FOUND
EXISTING CONC MONUMENT FOUND
COMPUTED POINT
5/8" CAPPED IRON REBAR SET
CERRF/CATE OFREV/EW OFFICER.
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Q IRF
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PIN: 0639721436
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DATE: 51312021 SCALE: 1 "= 100'
SHEET 8 OF 9 J.N.:47135
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NEW LOT2
AREA = 1,247, 968 SF/28.65AC
LEGEND
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LINE NOT SURVEYED
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SHEET 9
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WAKE COUNTY, MC 79
TAMMY L. DRUMMER
REGISTER OF DEEDS
PRESENTED &RECORDED ON
86128/2821 11:44:12
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RECORDED IN BOOK OF MAPS 0Z7 , PG /// / OF THE WAKE COUNTY REGISTRY
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1 VARIABLE WIDTH PUBLIC R/W
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REVISIONS:
THIS PLAT IS BEING COMPLETED IN ASSOCIATION WITH THE
OAKVIEW INNOVATION TECHNOLOGY PARK MASTER PLAN
RECOMBINATION MAP SURVEY FOR
TRUSTWELL GROUP
GREEN OAKS PARKWAY &
HOLLY SPRINGS NEW HILL ROAD
HOLLY SPRINGS, NORTH CAROLINA
HOLLY SPRINGS TWNSHP WAKE COUNTY
DATE: 51312021 SCALE: 1 "= 100'
SHEET 9 OF 9 J.N.:47135
DRAWN BY: GC I CHECK BY: MWW
FIELD EDIT BY: JCS on 2/11/2021
MAP CHECKED BY: GC on 5/3/2021
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POND
DIRT
TRA
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ROAD
GRASS MEDIAN GRASS MEDIANTOWN OF HOLLY SPRINGSGEODETIC MONUMENT"ALFORD 33"PUBLISHED COORDINATESN= 693,650.75'E= 2,041,575.85'ELEV.= 377.10'
N87°54'31"W1604.57' (TIE)EX. 100' RIGHT OF WAY
R40'
HOLLY SPRINGS NEW HILL RD
S.R. 1152VARIABLE WIDTH PUBLIC R/W
HOLLY SPRINGS NEW HILL RD(S.R.1152)
SITE DATA TABLE
PINS:0639721436, 0639633688, 0639837664, 0639842054, 0639941045, 0639943500,
0639953025, 0639937984, 0639945880
SITE AREA:198.5 ACRES
ZONING:RT-185.9 ACRES (93.7%); LB-12.64 ACRES (6.3%)
RIVER BASIN:CAPE FEAR
MIN LOT WIDTH RT-100' ; LB-50'
MAXIMUM BUILDING
HEIGHT:RT-75' ; LB-45'/35'(REFER TO UDO SECTION 4.02/3.02)
MINIMUM BUILDING
HEIGHT:RT-N/A ; LB-25'
MINIMUM YARDS:
DISTRICT TYPE B: 10', 30', 50'; TYPE C: 20', 50'
MINIMUM NON
RESIDENTIAL LOT SIZE:1 ACRE
MAXIMUM NON
RESIDENTIAL LOT SIZE:150 ACRES
MIN. NUMBER OF NON
RESIDENTIAL LOTS:5
MAX. NUMBER OF NON
RESIDENTIAL LOTS:25
TOTAL LENGTH
WATERLINE 3,510 LF
TOTAL LENGTH
RECLAIMED WATERLINE 3,441 LF
TOTAL LENGTH SEWER
LINE 6,093 LF
TOTAL LENGTH STORM 3,331.7 LF
TOTAL LENGTH
STREETS 3,030 LF
TOTAL LENGTH
SIDEWALK 6,813 LF
TOTAL LENGTH
BUFFERS/GREENWAYS 11,642 LF
WET POND A DRAINAGE
AREA 5.31 AC
EX. 100' RIGHT OF WAY
R40'
HOLLY SPRINGS NEW HILL RD
S.R. 1152
VARIABLE WIDTH PUBLIC R/W
HOLLY SPRINGS NEW HILL RD(S.R.1152)
HOLLY SPRINGS, NORTH CAROLINA 27540
OWNER
HELIX VENTURES LLC
CONTACT: CARA HYLTON
3717 NATIONAL DRIVE, SUITE 209
RALEIGH, NC 27612
PHONE: [phone]
DEVELOPER/APPLICANT
TRUSTWELL PROPERTY GROUP
CONTACT: JON KEENER
3717 NATIONAL DRIVE, SUITE 209
RALEIGH, NC 27612
PHONE: [phone]
SITE ENGINEER/ LANDSCAPE
ARCHITECT
TIMMONS GROUP
CONTACT: BLAKE HALL
5410 TRINITY ROAD, SUITE 102
RALEIGH, NC 27607
PHONE: [phone]
OAKVIEW INNOVATION PARK
CONSTRUCTION DRAWINGS
VICINITY MAP
1" = 1000'
SITE
C0.0 COVER SHEETNAD 83GENERAL NOTES:
1.ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF HOLLY SPRINGS DESIGN AND CONSTRUCTION
STANDARDS.
2.CONSTRUCTION DRAWING APPROVAL IS REQUIRED PRIOR TO BEGINNING CONSTRUCTION. DEVELOPMENT
FEES (ACREAGE, FEE-IN-LIEU OF ASSESSMENT AND INSPECTION FEES AND OTHERS AS REQUIRED MAY BE
APPLICABLE) ARE DUE BEFORE CONSTRUCTION DRAWING APPROVAL.
3.THE ESTIMATED SEWER FLOWS SHOWN ARE BASED ON ASSUMED TENANT MIX AT THE TIME OF THE
SUBMITTAL. THE ESTIMATED FLOWS WILL BE UPDATED WITH EACH DEVELOPMENT PLAN SUBMITTAL.
4.THE PLAN IS SUBJECT TO REVISIONS DURING CONSTRUCTION DRAWING APPROVAL PROCESS.
5.REFER TO C0.1 FOR ZONING CONDITIONS IN THE DEVELOPMENT AGREEMENT.
6.THE MONUMENT CONTROL POINTS FOR THIS PROJECT IS: TOWN OF HOLLY SPRINGS GEODETIC MONUMENT
"ALFORD 33" PUBLISHED COORDINATES N= 693,650.75'E= 2,041,575.85'ELEV.= 377.10'.
THE TOWN OF HOLLY SPRINGS HAS INSTALLED A LOCAL GEODETIC MONUMENTATION GRID, TIED TO NAD83,
WITHIN AND SURROUNDING THE TOWN LIMITS. ALL SURVEYED INFORMATION (WHEN ANY PORTION OF THE
PROJECT IN DESIGN IS WITHIN 2000 FEET OF THE TOWN'S GEODETIC MONUMENT) SHALL REFERENCE THE
NEAREST MONUMENT AND SHALL BE CLEARLY NOTED ON THE FIRST SHEET OF, BOTH CONSTRUCTION
PLANS, AND AS-BUILTS SUBMITTED TO THE TOWN.
7.IF THERE IS A GEODETIC MONUMENT LOCATED ON THIS SITE, IT MUST BE PROTECTED OR IF RELOCATION IS
NEEDED IT WILL BE THE RESPONSIBILITY OF THE DEVELOPER TO RELOCATE IT WITH SURVEY ACCURACY.
8.INTERNAL ROADWAYS MUST BE LIGHTED PRIOR TO FIRST C.O. AND THAT ALL ADJACENT WILL BE LIGHTED
PRIOR TO STREET ACCEPTANCE FOR 1 YEAR WARRANTY GREEN OAKS
PKWY
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEW ALTMAN
W ALTMAN
B HALL
09/13/21
OAKVIEW INNOVATION PARKWAKE COUNTY - NORTH CAROLINA47135

AS SHOWN
9/13/21
NEW
HI
L
L
R
D
A.TOWN OF HOLLY SPRINGS
DEVELOPMENT SERVICES DEPARTMENT
128 SOUTH MAIN STREET
HOLLY SPRINGS, NC 27540
[phone]
CONTACT: SEAN RYAN
B.BURIED CABLE LOCATION
NC 811
C.DUKE ENERGY
[phone]
UTILITY / MUNICIPALITY CONTACTS:CONSULTANT CONTACTS:
Sheet List Table
Sheet Number Sheet Title
C0.0 COVER SHEET
C1.0 OVERALL EXISTING CONDITIONS AND DEMOLITION
PLAN
C1.1 EXISTING CONDITIONS AND DEMOLITION PLAN
C1.2 EXISTING CONDITIONS AND DEMOLITION PLAN
C1.3 EXISTING CONDITIONS AND DEMOLITION PLAN
C2.0 OVERALL EROSION CONTROL PLAN
C2.1 EROSION CONTROL PLAN - PHASE 1
C2.2 EROSION CONTROL PLAN - PHASE 1
C2.3 EROSION CONTROL PLAN - PHASE 1
C2.4 EROSION CONTROL PLAN - PHASE 1
C2.5 EROSION CONTROL PLAN - PHASE 1
C2.6 EROSION CONTROL PLAN - PHASE 2
C2.7 EROSION CONTROL PLAN - PHASE 2
C2.8 EROSION CONTROL PLAN - PHASE 2
C2.9 EROSION CONTROL PLAN - PHASE 2
C2.10 EROSION CONTROL PLAN - PHASE 2
C3.0 OVERALL SITE PLAN
C3.1 SITE PLAN
C3.2 SITE PLAN
C3.3 SITE PLAN
C3.4 OVERALL UTILITY PLAN
C3.5 WATERLINE PLAN & PROFILES
C3.6 WATERLINE PLAN & PROFILES
C3.7 WATERLINE PLAN & PROFILES
C3.8 RECLAIMED WATERLINE PLAN & PROFILES
C3.9 RECLAIMED WATERLINE PLAN & PROFILES
C3.10 RECLAIMED WATERLINE PLAN & PROFILES
C3.11 WATERLINE PLAN & PROFILES
C4.0 OVERALL GRADING AND DRAINAGE PLAN
C4.1 GRADING & DRAINAGE PLAN - BARABELLA WAY
STA. 10+00 17+44
C4.2 GRADING & DRAINAGE PLAN - MONTESALE WAY
STA. 10+00 - 22+00
C4.3 GRADING & DRAINAGE PLAN - MONTESALE WAY
STA. 22+00 - 34+34
C4.4 GRADING & DRAINAGE PLAN - GREEN OAKS
PARKWAY
C4.5 STORM DRAIN PROFILES
C4.6 STORM DRAIN PROFILES
C4.7 SCM DETAILS - POND A
C4.8 SCM DETAILS
C4.9 STORMWATER COMPLIANCE & NUTRIENT PLAN
C4.10 STORM INLET DRAINAGE AREA MAP
C4.11 OVERALL CROSS SECTION MAP
C4.12 BARABELLA WAY CROSS SECTIONS STA
10+00-13+50
C4.13 BARABELLA WAY CROSS SECTIONS STA.
14+00-17+00
C4.14 MONTESALE WAY CROSS-SECTIONS STA. 10+00 -
13+00
C4.15 MONTESALE WAY CROSS-SECTIONS STA. 13+50 -
16+50
C4.16 MONTESALE WAY CROSS-SECTIONS STA. 17+00 -
20+00
C4.17 MONTESALE WAY CROSS-SECTIONS STA.20+50 -
23+50
C4.18 MONTESALE WAY CROSS SECTIONS STA
24+00-27+00
C4.19 MONTESALE WAY CROSS SECTIONS STA.
27+50-30+50
C4.20 MONTESALE WAY CROSS SECTIONS STA.
31+00-34+00
C5.1 SANITARY SEWER KEY PLAN
C5.2 SANITARY SEWER PLAN AND PROFILE
C5.3 SANITARY SEWER PLAN AND PROFILE
C5.4 SANITARY SEWER PLAN AND PROFILE
C5.5 SANITARY SEWER PLAN AND PROFILE
C5.6 SANITARY SEWER PLAN AND PROFILE
C5.7 SANITARY SEWER PLAN AND PROFILE
C5.8 UTILITY DETAILS
C6.0 NOTES AND DETAILS
C6.1 NOTES AND DETAILS
C6.2 NOTES AND DETAILS
C6.3 NOTES AND DETAILS
C6.4 NOTES AND DETAILS
C6.5 EROSION CONTROL NOTES AND DETAILS
C6.6 EROSION CONTROL NOTES AND DETAILS
C6.7 EROSION CONTROL NOTES AND DETAILS
L1.0 OVERALL PLANTING PLAN
L1.1 PLANTING PLAN
L1.2 PLANTING PLAN
L1.3 PLANTING PLAN
E1.0 LIGHTING PLAN
E1.1 LIGHTING PLAN
CERTIFICATION BLOCK:
I CERTIFY THAT THESE PLANS WERE PREPARED AND THAT THIS PROJECT
SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING PLANS, THE
LATEST EDITION OF THE ENGINEERING DESIGN & CONSTRUCTION STANDARDS
OF THE TOWN OF HOLLY SPRINGS & OTHER APPLICABLE TOWN ORDINANCES &
POLICIES. THE ENGINEER WHOSE SEAL & SIGNATURE APPEAR BELOW
CERTIFIES THE TOWN OF HOLLY SPRINGS ENGINEERING DESIGN AND
CONSTRUCTION STANDARDS HAVE BEEN THOROUGHLY REVIEWED FOR
APPLICABILITY TO THIS PARTICULAR PROJECT.
MASTER PLAN: 20-MAS-02, APPROVED 11/03/20
VICINITY MAP
1" = 500'
SITE NAD 83GREEN OAKS
PKWY
NEW HI
L
L
R
D
325
330
335
340
345
350
355
325
330
335
340
345
350
355
18" MIN
SEPARATION
18" MIN
SEPARATION
18" MIN
SEPARATION
CROSS AND
GATE VALVES
STA: 23+30.30
18" MIN
SEPARATION
8" WATER MAIN
INV: 340.46
STA: 23+45.30
48" MIN COVER
BELOW
PAVEMENT
SUBGRADE
SHEET C3.7MATCHLINEMATCHLINESHEET C3.9PROPOSED GRADE
EXISTING GRADE
18" MIN
SEPARATION
336.5332.4329.5328.1327.3327.6330.6333.5336.7340.4343.2346.6349.3350.7352.5352.5351.5351.1350.6349.8348.5347.5346.6347.0346.6346.6345.6346.1340.6337.2334.6334.9339.1343.1346.9336.51332.36329.52328.06327.32327.59330.63333.46336.70340.43343.24346.61349.29350.73352.52352.48351.53351.13350.60349.85348.54347.48346.65346.96346.64346.58345.58346.11340.64337.20334.57334.90339.08343.12346.9317+50 18+00 18+50 19+00 19+50 20+00 20+50 21+00 21+50 22+00 22+50 23+00 23+50 24+00 24+50 25+00 25+50 26+00
15 inch RCP
INV:341.20
15 inch RCP
INV:342.49
48 inch RCP
INV:325.56
15 inch RCP
INV:336.03 18 inch RCP
INV:336.10
18 inch RCP
INV:336.46
15 inch RCP
INV:336.94
24 inch RCP
INV:336.35
48 inch RCP
INV:332.73
8 inch PVC Pipe
INV:328.46
18" MIN
SEPARATION
48" MIN COVER
BELOW
PAVEMENT
SUBGRADE
X
X
X
X
X
X
X
X
X
X
X
X
X
SANSANSANSANS12"X8"X12"X8" CROSS
W/ GATE VALVES
12''W
12''W
12''W
12''W
12''W
12''W12''W12''W
12''W
12''W
12''W
12''W8''RW
8''RW
8''RW
8''RW 8''RW 8''RW 8''RW
8''RW 8''RW 8''RW
FIRE HYDRANT
ASSEMBLY (TYP)
FIRE HYDRANT
ASSEMBLY (TYP)
8"X8" CROSS
W/ GATE
VALVES
12'
'W
BLOW OFF VALVE
ASSEMBLY (TYP.)
BLOW OFF VALVE
ASSEMBLY (TYP.)
8" PURPLE PVC
RECLAIMED
WATER MAIN S16+5
0
17+0
0
17+5
0
18+0
0
18+5
0
19+00
19+50
20+00 20+50 21+00 21+50 22+00 22+50
23+00
23+50
24+0
0 24+5025+0025+5026+0026+
5
0
27+0
0
16+5
0
17+0
0
17+5
0
18+0
0
18+5
0
19+00
19+50 20+00 20+50 21+00 21+50 22+00 22+50
23+00
23+5
0
24+
0
0 24+5025+0025+5026+00SAIR RELEASE VALVE
STA: 27+25.00
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEW ALTMAN
W ALTMAN
B HALL
09/13/21
OAKVIEW INNOVATION PARKWAKE COUNTY - NORTH CAROLINA47135
AS SHOWN
9/13/21
11/3/2021NCDOT COMMENT RESPONSES12/16/2021RECLAIMED COMMENT RESPONSESC3.9 RECLAIMED WATERLINE PLAN & PROFILES8" RECLAIMED WATERLINE PLAN VIEW STA. 17+50 TO 26+00
8" RECLAIMED WATERLINE PROFILE VIEW STA. 17+50 TO 26+00 NAD 830
SCALE 1"=40'
80'40'MA
TCH
L
IN
E
MATCHLINE
PROFILE SCALE
0
0
40
4
335
340
345
350
355
360
335
340
345
350
355
360
357.6358.2358.3358.6358.6358.6359.0359.5357.6358.6360.4361.0361.5361.4361.5361.5360.7360.2359.6358.7357.7356.6355.6354.4353.5350.6346.8344.8343.5342.0340.1336.5332.4329.5357.62358.19358.27358.57358.55358.59359.00359.45357.60358.56360.44361.01361.45361.41361.55361.51360.69360.22359.55358.68357.69356.55355.56354.45353.54350.60346.81344.76343.47342.02340.14336.51332.36329.529+80 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00
15 inch RCP
INV:348.52
8"X8" TEE & GATE
VALVES
STA. 10+00.00
8" WATER MAIN
INV: 350.03
STA: 14+05.24
48" MIN COVER
BELOW
PAVEMENT
SUBGRADE
48" MIN COVER
BELOW
PAVEMENT
SUBGRADE
MATCHLINESHEET C3.8PROPOSED GRADE
EXISTING GRADE
CROSS AND
GATE VALVES
STA: 14+11.36
18" MIN
SEPARATION
INTERMITTENT STREAM
X
X
X
X
X
X
X
BLOW OFF VALVE
ASSEMBLY (TYP.)12''W12''W12''W12"X8" CROSS W/
GATE VALVES
8"X8"X8"4" CROSS W/
GATE VALVES
8"X8" TEE W/ GATE
VALVES
FIRE HYDRANT
ASSEMBLY (TYP)
8" PURPLE PVC
RECLAIMED
WATER MAIN
12''W8" RECLAIMED WATER LINE STUB
FOR THE DONNELL PROPERTY W/
BLOWOFF VALVE ASSEMBLY
8" WATER LINE STUB FOR THE
DONNELL PROPERTY W/
BLOWOFF VALVE ASSEMBLY
12''W
12''W
12''W
12''W
12''W
12''W12''W12''W12''W12''W12''W
8''RW 8''RW 8''RW 8''RW 8''RW
8''RW
8''RW
8''RW
8''RW
8''RW8''RWFIRE HYDRANT
ASSEMBLY (TYP)FIRE HYDRANT
ASSEMBLY (TYP)
4" RECLAIMED WATER LINE STUB
W/ BLOWOFF VALVE ASSEMBLY
8" WATER LINE STUB W/
BLOWOFF VALVE ASSEMBLY
BLOWOFF VALVE
ASSEMBLY(TYP)
8" PURPLE PVC
RECLAIMED
WATER MAIN12" DI WATERLINE
12" X12" TEE W/ GATE
VALVES
12" DI WATER MAIN 15+5016+0016+5017+0017+5018+0018+5018+72.5315+0015+5016+0016+5017+0017+5018+0018+19.209+80 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
15+50
16+00
16+5
0
17+0
0
17+5
0
18+0
0
18+5
0
19+00
9+8
0
10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00
15+50
16+0
0
16+5
0
17+0
0
17+5
0
18+0
0
18+5
0
19+00
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEW ALTMAN
W ALTMAN
B HALL
09/13/21
OAKVIEW INNOVATION PARKWAKE COUNTY - NORTH CAROLINA47135
AS SHOWN
9/13/21
11/3/2021NCDOT COMMENT RESPONSES12/16/2021RECLAIMED COMMENT RESPONSESC3.10 RECLAIMED WATERLINE PLAN & PROFILES8" RECLAIMED WATERLINE PLAN VIEW STA. 9+80 TO 18+00
8" RECLAIMED WATERLINE PROFILE VIEW STA. 9+80 TO 18+00 NAD 830
SCALE 1"=40'
80'40'MATCHLINE
PROFILE SCALE
0
0
40
4SHEET C3
.8
12" WATERLINE PROFILE NORTH-SOUTH ROAD
EXISTING GRADE
36" MIN COVER
BELOW
PAVEMENT
SUBGRADE
335
340
345
350
355
360
365
335
340
345
350
355
360
365
18" MIN
SEPARATION
362.7361.9358.6355.9353.1349.6349.1351.5353.5355.5356.6358.1358.4358.5358.1356.8354.9352.7350.8347.6346.6346.6346.6346.6347.4349.3351.7353.6355.5357.3358.1359.2360.0360.4360.7362.69361.94358.61355.87353.13349.62349.09351.49353.53355.52356.61358.14358.42358.49358.08356.83354.90352.70350.78347.57346.63346.63346.63346.63347.45349.28351.68353.57355.52357.31358.07359.16360.00360.42360.709+80 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+0018+19.20
12"X12" TEE
STA. 10+00
FIRE HYDRANT ASSEMBLY
STA: 11+20.97
FIRE HYDRANT ASSEMBLY
STA: 13+11.56
15 inch RCP
INV:347.27
FIRE HYDRANT ASSEMBLY
STA: 16+94.28
12"X12" TEE &
GATE VALVES
STA: 17+47.19
12" BLOW OFF VALVE
ASSEMBLY
STA: 17+99.20
12" DI
WATERLINE
12" DI
WATERLINE
EXISTING GRADE
PROPOSED GRADE
36" MIN COVER
BELOW
PAVEMENT
SUBGRADE
15 inch RCP
INV:350.37
18" MIN
SEPARATIONOHUOHU
OHU
OHU
OHU
OHU
12'' W16''RW16''RW
16''RW
16''RW
G GGFM
FM FM FM
R40'
16"X8" JACK & BORE TEE
W/ GATE VALVES
BLOW OFF VALVE
ASSEMBLY (TYP.)12''W12''W12''W12''W12"X12"
TAPPING
SLEEVE AND
GATE VALVE
8"X8" TEE W/ GATE
VALVES
8" PURPLE PVC
RECLAIMED
WATER MAIN
12" DI WATERLINE
12''W12''W12''W
8''RW 8''RW8''RW8''RW8''RW8''RW8''RW8''RW8''RWFIRE HYDRANT
ASSEMBLY (TYP)
FIRE HYDRANT
ASSEMBLY (TYP)
FIRE HYDRANT
ASSEMBLY (TYP)12''W12''W12''W12''WBLOWOFF VALVE
ASSEMBLY(TYP)
8" PURPLE PVC
RECLAIMED
WATER MAIN
12" DI WATERLINE
12" X12" TEE W/ GATE
VALVES
12" DI WATER MAIN
EX. 16" RECLAIMED
WATER LINE
EX. 12" WATER MAIN
RELOCATED
EXISTING FIRE
HYDRANT ASSEMBLY
(TYP)9+8010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+5018+72.539+8010+0010+5011+0011+5012+0012+5013+0013+5014+0014+5015+0015+5016+0016+5017+0017+5018+0018+19.209+80 10+00 10+50 11+00 11+50 12+00
9+8
0
10+00 10+50 11+00 11+50
EXISTING GRADE
PROPOSED GRADE
8" RECLAIMED
WATERLINE
48" MIN COVER
BELOW
PAVEMENT
SUBGRADE
16"X8" JACK &
BORE TEE &
GATE VALVE
STA. 10+00
8"X8" TEE &
GATE VALVES
STA. 17+80.52 8" BLOWOFF VALVE
ASSEMBLY
STA. 18+52.54
335
340
345
350
355
360
365
363.6363.0361.7359.0357.2353.5350.6349.7351.6353.4355.7357.1358.5359.0358.8358.4357.3355.5353.1351.3348.7346.6346.6346.6346.6347.2349.5351.9353.9355.3356.6357.8359.0359.6360.2363.65362.97361.73359.00357.17353.47350.56349.67351.58353.44355.69357.08358.49359.01358.83358.35357.31355.49353.15351.28348.68346.63346.63346.63346.63347.25349.55351.93353.89355.34356.60357.79359.00359.62360.209+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50
18" MIN
SEPARATION
15 inch RCP
INV:347.07
48" MIN COVER
BELOW
PAVEMENT
SUBGRADE
18" MIN
SEPARATION
12" DI WATER MAIN
18" MIN
SEPARATION
15 inch RCP
INV:350.14
JOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEW ALTMAN
W ALTMAN
B HALL
09/13/21
OAKVIEW INNOVATION PARKWAKE COUNTY - NORTH CAROLINA47135
AS SHOWN
9/13/21
11/3/2021NCDOT COMMENT RESPONSES12/16/2021RECLAIMED COMMENT RESPONSESC3.11 WATERLINE PLAN & PROFILES12" WATERLINE PROFILE STA. 9+80 - 18+19.20
8" RECLAIMED WATERLINE PROFILE STA. 9+50 - 18+50
NAD 830
SCALE 1"=40'
80'40'
PROFILE SCALE
0
0
40
4
C6.2 NOTES AND DETAILSJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEW ALTMAN
W ALTMAN
B HALL
06/17/21
OAKVIEW INNOVATION PARKWAKE COUNTY - NORTH CAROLINA47135
AS SHOWN
6/17/21
C6.3 NOTES AND DETAILSJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEW ALTMAN
W ALTMAN
B HALL
06/17/21
OAKVIEW INNOVATION PARKWAKE COUNTY - NORTH CAROLINA47135
AS SHOWN
6/17/21
C6.4 NOTES AND DETAILSJOB NO.
SHEET NO.
SCALE
DESIGNED BY
CHECKED BYDATEDRAWN BY
DATEREVISION DESCRIPTIONYOUR VISION ACHIEVED THROUGH OURS.5410 Trinity Road, Suite 102 | Raleigh, NC 27607TEL [phone] FAX [phone] www.timmons.comTHIS DRAWING PREPARED AT THERALEIGH OFFICEW ALTMAN
W ALTMAN
B HALL
06/17/21
OAKVIEW INNOVATION PARKWAKE COUNTY - NORTH CAROLINA47135
AS SHOWN
6/17/21

T: 336-886-4821 • F: 336-886-4458 • License: F-0245
6415 Old Plank Road, High Point, NC 27265 • www.dmp-inc.com

Technical Memorandum
Date: August 3, 2021
Prepared For: Town of Holly Springs
Reclaimed Water Modeling
Oakview Innovation Park
Prepared By: Michael Goliber, PE
Project: DMP 200150
Background
As requested by the Town of Holly Springs (Town), DMP has evaluated the feasibility of extending a
Reclaimed Water System transmission line through the Oakview Innvovation Park. The proposed project is
west of Green Oaks Parkway and south of Holly Springs New Hill Road and the line will connect the current
transmission mains in each of those roads.
Model Setup
DMP performed the evaluations utilizing the Town’s reclaimed water system model in WaterCAD.
The following setup was used for the modeling:
 Reclaimed Model Setup
 Tank Water Elev: 578’ (normal low, down 7 ft)
 WRF Pumps off
 SFR Lots at Typical Demand (1.83 gpm/SFR due to average lot size being approximately 15,000 SF)
(assumes 70% of SFR’s are connected).
 Sequiris: 550 gpm (includes 400 gpm cooling and 150 gpm irrigation)
 WRF: 360 gpm (NPW uses + 200 gpm for RCW bulk filling)
 Twelve Oaks Pond: 500 gpm
 Ingenco: 53 gpm
 Burt Tract: Full build out active and in service (412 gpm)
 Hensley Tract: Full build out active and in service (214 gpm)
 Twelve Oaks Phase 09: Full build out active and in service (Stephenson) (150 gpm)
 Addison Subdivision: Full build out active and in service (Formerly Harris) (72 gpm)
 New Hill Road Subdivision (52 GPM)
 Carolina Springs PUD Phases 1-5 (296 GPM)
 Model Calculations: All modeling calculations were performed as a Steady State Model. Modeling
as a Steady State Model provides for worst case demand condition, meaning that all demands in
the model are active as part of the Scenario calculation.

08/03/2021
DocuSign Envelope ID: E8698ABD-804B-4B4A-92D6-872627D19A3A
Technical Memorandum Page 2
DMP 200193

 Oakview Innovation Park
Based on CAD drawings and PDF’s provided to DMP by the Town of Holly Springs dated 10/22/2020 and
additional information supplied to DMP on 10/22/2020, the proposed development is for a new
Business Park..
The information provided to DMP was brought into the model as a backdrop. The reclaimed water line
extension and system nodes, with corresponding elevations, were then added to the model. Nodes
within the project are estimated to be at an approximate elevation of 360 ft based on the information
provided.
At this time the extension of the Reclaimed Water System through the Park is being installed to serve
development is only being considered as a line extension.
Modeling Results:
The model connects the 12” RCWL in Green Oaks Parkway to the 16” RCWL in Holly Springs New Hill Road.
The model also assumed that the developments proposed and approved prior, as outlined under Reclaimed
Model Setup, are active and in service.
Based on the above described model setup above, one scenario was modeled connecting the two existing
transmission mains with an 8” RCWL through the Park. Pressures within the Park are satisfactory and meet
the requirements of the RCWL. These results indicate that the proposed project meets the objectives of
the system.
Summary
With no Demands being considered for the Oakview Innovation Park, the line can be built as part of the
initial development. :

Exhibit: Active System
Exhibit: Scenario 2

P:\2020\200150\Technical Memo\200150 Technical Memo for Oakview Innovation Park - 2021-07-30.docx
DocuSign Envelope ID: E8698ABD-804B-4B4A-92D6-872627D19A3A
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Sources: Esri, HERE, DeLorme, TomTom, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, EsriJapan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, © OpenStreetMap contributors, and the GIS User Community
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Hyd ra ulic A na lysis Map for Oakview Innovation ParkActive System
Legend
s reservoirs
Tank
IS_ACTIVE?
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Pipes
Diamter
4
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16
2,000 0 2,000 4,000 6,0001,000 Feet
Document Path: P:\2020\200150\GIS\Oakview Innovation Park Review Analysis Map - Active System Exhibit 2021-07-28.mxd
DocuSign Envelope ID: E8698ABD-804B-4B4A-92D6-872627D19A3A
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J-2
J-4
J-7
J-1
J-3
J-8
J-64J-56
J-57 J-72
J-53 J-34
J-65
J-15
J-91
J-20
J-90
J-21
J-55
J-32
J-38
J-24
J-39
J-33
J-74
J-76
J-75
J-73
J-92J-86
J-63
J-54
J-60
J-23
J-80J-25
J-70
J-96
J-66
J-22J-84
J-16
J-26
J-4a
J-7a
J-529
J-525
J-524J-518
J-517
J-516
J-514
J-513J-512
J-511
J-510
J-509
J-508
J-507
J-506
J-505 J-504J-503
J-502
J-501 J-500
J-114
J-113
J-112
J-102
J-105
J-106
J-107
J-104
J-533 J-532
J-3010
J-3009
J-3008J-3007
J-3006
J-3005
J-3001
J-3000
J-1410J-1409J-1408 J-1407
J-1405 J-1404J-1403
J-1402 J-1401J-1400
J-2019
J-2018
J-2017J-2016
J-2015J-2014
J-2013 J-2010
J-2009J-2008J-2007J-2006
J-2005
J-2004J-2003
J-2002 J-2001
J-1106 J-1105 J-1104
J-1101 J-2510J-2509 J-2508
J-2505 J-2504J-2503
J-2502
J-2501
J-2500
ADDISON
Novartis
HENSLEY 2HENSLEY 1
GOP MEDIAN 3
GOP MEDIAN 4
GOP MEDIAN 1
GOP MEDIAN 2
12Oaks_Entrance 684
1 6
12
6
6 448
66 8488
16 66 4812124
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4
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Sources: Esri, HERE, DeLorme, TomTom, Intermap, increment P Corp., GEBCO, USGS, FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, EsriJapan, METI, Esri China (Hong Kong), swisstopo, MapmyIndia, © OpenStreetMap contributors, and the GIS User Community
t
Hydraulic Analysis Map for Oakview Innovation Park
Legend
Tank
SCENARIO 1 PRESSURES
Range
!-13.600000 - 0.000000
!0.000001 - 20.000000
!20.000001 - 40.000000
!40.000001 - 60.000000
!60.000001 - 80.000000
!80.000001 - 100.000000
500 0 500 1,000 1,500250Feet
1 inch = 750 feet
Document Path: P:\2020\200150\GIS\Oakview Innovation Park Review Analysis Map - Scenario 1 Exhibit 2021-07-30.mxd
OAKVIEW INNOVATION PARK
TWELVE OAKS
DocuSign Envelope ID: E8698ABD-804B-4B4A-92D6-872627D19A3A