Feb 21 TRC AgendaTECHNICAL REVIEW COMMITTEE
February 21, 2024
New Hanover County’s Technical Review committee (TRC) will meet Wednesday, February 21, 2024, at 2:00
p.m. to discuss the below items.
PLEASE NOTE:
This meeting will be conducted remotely via teleconference. Interested parties can contact the Planning and
Land Use Department at 910-798-7165 for more information.
Item 1: Scotts Hill Medical Center expansion – Commercial Site Plan – SITECN-24-000003
Request by Kenneth Williamson, Sr. and John S. Tunstall, P.E. of Norris & Tunstall on behalf of Novant Health
New Hanover Regional Medical Center, LLC for an expansion of the Scotts Hill Medical Center. The project is a
9,051 square foot expansion within the O&I zoning district. The engineer is John S. Tunstall,
(jtunstall@ntengineers.com) and the case planner is Zach Dickerson (zdickerson@nhcgov.com, 910798-7450).
Scotts Hill Medical Extension – 151 Scotts Hill Dr. – Commercial Site Plan – TRC Review
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To: John S. Tunstall, P.E. of Norris & Tunstall – jtunstall@ntengineers.com
Kenneth Williamson, Sr of Novant Health New Hanover Regional Medical Center, LLC –
kenneth.williamson@novanthealth.org
From: Zachary Dickerson – Senior Development Review Planner
Wendell E. Biddle – Development Review Planner
Date: Feb 21st TRC Review
PID#: R002900-002-067-000
Egov# SITECN-24-000003
Subject: Scotts Hill Medical Drive Expansion – 151 Scotts Hill Medical Dr.
TRC Review - Commercial Site Plan
The following comments have been received for the Feb 21st, 2024, TRC meeting. Additional comments
may be made upon further review of subsequent revisions.
Please note: following the TRC meeting, a revised preliminary plan addressing each of the below items
must be resubmitted prior to receiving preliminary plan approval.
Planning, Zachary Dickerson 910-798-7450
1. UDO Section 5.1, Parking and Offstreet Loading
a. Additional parking is sufficient.
b. Are there curb stops proposed for the new parking? Some are shown on the site plan but
others are not.
c. Please consider using permeable pavement where possible (not a requirement, just
suggestions)
2. UDO Section 5.3, Tree Retention
a. For the 18” oak planned to be removed for the expanded parking lot, please submit a
revision to the existing tree removal permit, link to permit here:
https://www.nhcgov.com/DocumentCenter/View/1239/Tree-Removal-Permit-PDF
b. We can adjust the paperwork on our side, we just need the request for the revision to
come from you.
c. Due to the size and species of the tree, mitigation through retention or replanting will be
needed for this tree.
d. All this being said, is removal of this tree necessary?
Scotts Hill Medical Extension – 151 Scotts Hill Dr. – Commercial Site Plan – TRC Review
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3. UDO Section 5.4, Landscaping and Buffering
a. The site plan mentions “See Landscape Plans” – however, I did not see any landscape
plans for this expansion submitted. Did we miss something?
4. UDO Section 5.5, Lighting
a. Is any lighting proposed for the expansion and parking lot?
b. Please note a lighting plan is not required at time of TRC approval. See below excerpt from
Section 5.5.3:
i. Information about the exterior lighting for the site that demonstrates compliance
with the standards in this section shall be submitted in conjunction with an
application for site plan approval (Section 10.3.6, Site Plan) or zoning compliance
approval (Section 10.3.8, Zoning Compliance Approval), whichever comes first,
approved no later than at time of construction plan approval.
5. UDO Section 5.6, Signs
a. If there are any new signs proposed for this expansion, please apply for sign permits prior
to installation.
6. UDO Section 5.7, Conservation Resources
a. Per the New Hanover County Conservation Resource Overlay map, most of this site is
located within the Pocosin Conservation Resource.
b. Usually, a Jurisdictional Determination from the Army Corps of Engineers will ensure that
there are no wetlands present on the site or at least that there are no wetland impacts
from this development.
c. I confirmed with the ACOE that the wetlands that did exist were first considered isolated
and then were no longer considered wet, so you’re in the clear on this one, just making
note of it for the comments.
NHC Fire Services, David Stone 910-798-7458
1. The complete TRC/Site plans comments from New Hanover County Fire staff shall be submitted
along with the building plans for review to New Hanover County Building Safety. This shall
include the complete set of civil plans. Failure to submit the comments or complete set of civil
plans will result in a resubmittal for review for verification of compliance.
2. Any building with a generator or aboveground storage tank (AST) shall include an engineered
plan complying with the NCFC Chapter 23, 57 and NFPA 30 showing all applicable distances as
required from those specific requirements.
3. Any plan involving an underground storage tank (UST) shall include an engineered plan
complying with the NCFC Chapter 23, 57 and NFPA 30 for Underground Storage Tank Cover
requirements. This plan shall also show all vent lines.
4. Per NCFC 503.6, submit for review the details and manufacturer information for the gate across
the fire department access road. Include both the UL and ASTM Listing in the documentation
attachments for approval.
5. Per NCFC 507.1, Provide an Engineered fire flow analysis report in accordance with the fire code
and Appendix B to include pertinent information. Fire flow test shall be conducted in
accordance with NFPA 291 and NCFC 507.4.
6. Fire apparatus access roads are required at time of construction. They are to be capable of
handling the weight of fire apparatus and be passable in all weather conditions. Fire apparatus
access roads are to be a minimum of 20 feet wide (Chapter 5), unless there are fire hydrants
installed along the roadway then minimum is 26 feet wide (Appendix D). The fire code official
may increase this width as necessary based on potential for fire apparatus response. Dead end
Scotts Hill Medical Extension – 151 Scotts Hill Dr. – Commercial Site Plan – TRC Review
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roads greater than 150 feet in length shall require an approved means for fire apparatus to turn
around (Chapter 5 and Appendix D). Fire apparatus access roads shall provide a clear vertical
clearance of 14 feet including trees, canopies, bridges, etc. (Chapter 5 requirement is 13 feet 6
inches, however AHJ requires 14 feet based on local apparatus).
7. Street and road signs are required, temporary signs during construction are acceptable as long
as they are legible and weather resistant. (Chapter 5).
8. Fire apparatus access roads that access commercial buildings greater than 30 feet in height are
to be a minimum of 26 feet wide, be capable of handling the weight of aerial fire apparatus
(100,000 lbs.) and be passable in all weather conditions.
9. Fire apparatus access roads shall provide access to within 150 feet of each side of the first-floor
exterior walls unless the building is equipped throughout with an approved automatic sprinkler
system then the distance increases to 200 feet (Chapter 5). If these options are not selected,
please contact the fire code official and fire department for guidance.
10. A secondary fire apparatus access road may be required based on the size of the project 62,000
sqft, or 3 stories or 30ft in height) or if an impairment of a single fire apparatus access road
would limit access under emergency conditions. Secondary access may also be required to
facilitate evacuation during a natural or man-made disaster Chapter 5 and Appendix D).
11. Gates on fire apparatus access roads are discouraged due to the delay in response. If a gated
access is deemed necessary it shall be either staffed with personnel 24 hours per day every day,
365 days of the year or must include KNOX key bypass switch and siren activation (both).
(Chapter 5).
12. Traffic calming devices are highly discouraged due to the delay in response. Speed
bumps/humps are prohibited. Requests for other traffic calming devices must be evaluated
during the Technical Review (TRC).
13. Fire lanes shall be a minimum of 18 feet wide and 14 feet vertical clearance feet including trees,
canopies, bridges, etc. and must be marked.
14. Key Boxes (KNOX Boxes)
a. Required if the structure is required to have a fire alarm system or automatic sprinkler
system.
b. Knox Box required at front (main) entrance, above eye level. Larger facilities may
require more than one.
c. The customer may order online from Knox.
15. Premises identification is required. Address and or unit numbers are required on the street side
as well as unit identification on rear access doors. Letters and Numbers shall not be less than 6
inches tall and ¾ inches wide; must be weather resistant and contrasting in color to their
background. (Chapter 5). Buildings constructed under the 2018 code shall require additional
signage per Appendix J.
16. Rooms containing controls for HVAC, fire sprinkler risers, fire alarm control panels, or other fire
detection/protection equipment must be identified with signage (Chapter 5).
17. Fire Hydrants
a. All fire hydrants shall have a 5 ¼ inch barrel, a 5 ¼ inch valve opening, two 2 ½ inch NST
side discharges and a 5-inch pumper nozzle with a 5 inch STORZ connection. Further
information on the technical specifications is available from the fire code official or Cape
Fear Public Utility Authority.
b. All fire hydrants shall be installed so they are visible from the fire apparatus access road
with unobstructed access and a clear space no less than 36 inches in all directions. They
shall be protected from vehicle impact by curbing, guard posts or other means approved
by the fire code official. They shall be oriented with the large discharge facing the
Scotts Hill Medical Extension – 151 Scotts Hill Dr. – Commercial Site Plan – TRC Review
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nearest street. All discharges shall meet the NFPA requirements for distance above
grade.
c. Fire hydrants in general residential areas shall be installed so that all insured properties
are within 500 feet of a hydrant (hydrant spacing approximately 1000 feet apart along a
fire apparatus access road, installed at intersections where possible). The first fire
hydrant should be installed at or near the entrance to the residential area.
d. Fire hydrants in mixed use and commercial areas shall be installed so that all insured
properties are within 250 feet of a hydrant (hydrant spacing approximately 500 feet
apart along fire apparatus access roads and preferably located at intersections when
possible).
e. Fire hydrants for industrial and manufacturing areas shall be installed so that all
structures are within 250 feet of a fire hydrant; distances may be adjusted more or less
based on approval of the fire code official and based on the hazards present.
f. Additional fire hydrants may be required by the fire code official based on the type of
hazard or use of the protected structure. (Appendix C)
g. Fire hydrants should be located 50 feet or more from the structure they protect.
18. Fire Department Connections (FDC)
a. Fire Department connections shall utilize 5-inch Storz connections with a 30 degree
down angle. Remote FDC’s are discouraged.
b. A fire hydrant shall be located no less than 50 feet from the structure and no greater
than 100 feet from the fire department connection. For buildings with multiple fire
department connections, each one shall have a dedicated fire hydrant. The fire
department connection shall be located so that the fire apparatus and the hoses
connecting it to the fire hydrant and to the fire department connection do not obstruct
access to the buildings for other fire apparatus.
c. Fire department connections shall not be obstructed by fences, bushes, dumpsters,
utilities, or vehicles.
d. Fire department connections are to be unobstructed with 36 inches clearance to both
sides and 78 inches vertically.
e. An audible/visual device indicating water flow or fire alarm activation shall be located
above the fire department connection.
f. The fire department connection shall be labeled with code compliant signage indicating
the type of connection and where more than one fire department connection exists
additional signage is required to indicate the area protected.
NHC Engineering, Galen Jamison 910-798-7072
1. A modification to the stormwater system authority to construct (ATC # 264-03/18/14 ) is
required for this project. Please note the subsurface information requirements of the NHC
Stormwater Design Manual, section 5.4.1. Please submit for the County stormwater permit as
the design is completed.
2. The erosion control permitting will be issued by NC DEQ DEMLR. Please submit for permit as the
design is completed.
3. Please contact the State for the stormwater permit modification requirements.
Scotts Hill Medical Extension – 151 Scotts Hill Dr. – Commercial Site Plan – TRC Review
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NHC Environmental Health, Dustin Fenske 910-798-6732
1. Site plan shows connections to public water and sewer. If public water and sewer are not
possible then individual septic system and well permits will be required.
2. Surrounding properties with well or septic systems will not be affected by any infrastructure
improvements.
3. If the interior of this expansion requires Environmental Health inspections for hospital storage,
patient rooms, laundry or food service areas then applications must be submitted and approval
granted prior to building permit issuance.
NHC Addressing, Katherine May 910-798-7443
1. No address changes are required.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
1. CFPUA TRC Comments provided are preliminary comments only.
2. Project is currently served by CFPUA water and sewer.
3. If additional plumbing fixtures are being added, a Meter Sizing Form will be required.
NCDOT, Nick Drees 910-343-3915
1. No comments unless this impacts the approved TIA requiring roadway improvements.
WMPO, Jamar Johnson 910-473-5130
1. See attached.
Army Corps of Engineers, Brad Shaver 910-251-4611
1. No comments.
Comments not received at this time from:
Emergency Services & E911, Steve Still
NCDEQ, Chad Coburn
New Hanover Soil & Water, Dru Harrison
USACE, Rachel Capito
NCDEMLR, Dan Sams
DCM, Tanya Pietila
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: 2/9/24
Subject: NH Scotts Hill ED Expansion
Comments:
• Provide and show ADA detectable warning pad at new access aisle. Consider retrofitting
the other access aisles with ADA detectable warning pads.
• There is an NHRMC Scott’s Hill Medical TIA in the area. This development is not part of
the TIA scope and will not be responsible for the required improvements outlined in the
TIA approval with conditions letter dated October 30, 2023.
NCDOT Projects:
TIP Projects in the Area: N/A
WMPO 2045 Projects: N/A
New Hanover County CTP: N/A
TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required.
Land Use (ITE Code) Intensity Unit 24 Hour
Volumes
AM Peak
Hour Trips
PM Peak
Hour Trips
ITE 650 Free-Standing
Emergency Room 9,051 SF 226 10 14
MEMORANDUM
To: New Hanover County Technical Review Committee
Date: 2/9/24
Subject: NH Scotts Hill ED Expansion
Comments:
• Provide and show ADA detectable warning pad at new access aisle. Consider retrofitting
the other access aisles with ADA detectable warning pads.
• There is an NHRMC Scott’s Hill Medical TIA in the area. This development is not part of
the TIA scope and will not be responsible for the required improvements outlined in the
TIA approval with conditions letter dated October 30, 2023.
NCDOT Projects:
TIP Projects in the Area: N/A
WMPO 2045 Projects: N/A
New Hanover County CTP: N/A
TIA: Based on the 11th edition ITE Trip Generation Manual, a TIA is not required.
Land Use (ITE Code) Intensity Unit 24 Hour
Volumes
AM Peak
Hour Trips
PM Peak
Hour Trips
ITE 650 Free-Standing
Emergency Room 9,051 SF 226 10 14
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N&T: 23118
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TEL. 843.577.4444 FAX. 843.722.4789
N&T: 23118
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205 1/2 KING STREET
CHARLESTON, SOUTH CAROLINA 29401
TEL. 843.577.4444 FAX. 843.722.4789
N&T: 23118
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DESIGN DEVELOPMENT
WWW.LS3P.COM
205 1/2 KING STREET
CHARLESTON, SOUTH CAROLINA 29401
TEL. 843.577.4444 FAX. 843.722.4789
N&T: 23118
NOR T H CAROLI
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3
SCALE: 1" = 30'
M
A
G
-
D
A
T
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TH
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S
H
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N
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B
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LS
3
P
P
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C
T
:
ORIG
SUBMISSION:
SHEET NAME:
SHEET:
A
1
DATE DESCRIPTION∆
2 3 4 5
B
C
D
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
COPYRIGHT 2023 ALL RIGHTS RESERVED. PRINTED ORELECTRONIC DRAWINGS AND DOCUMENTATION MAYNOT BE REPRODUCED IN ANY FORM WITHOUT WRITTENPERMISSION FROM LS3P ASSOCIATES LTD.
11
/
3
0
/
2
0
2
3
4
:
4
7
:
3
4
P
M
C-3
74
0
1
-
2
3
1
4
7
1
1/16/24
15
1
S
c
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N
C
2
8
4
1
1
NH
S
C
O
T
T
S
H
I
L
L
E
D
EX
P
A
N
S
I
O
N
DESIGN DEVELOPMENT
WWW.LS3P.COM
205 1/2 KING STREET
CHARLESTON, SOUTH CAROLINA 29401
TEL. 843.577.4444 FAX. 843.722.4789
N&T: 23118
NOR T H CAROLI
N
A
J
O
H
N S. TU N S T ALL
PRO F E S SIO
N
A
L
ENGIN E E R
S E A L19851
PR
E
L
I
M
I
N
A
R
Y
LAYOUT PLAN
TH
E
L
I
N
E
S
H
O
W
N
A
B
O
V
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I
S
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X
A
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Y
ON
E
I
N
C
H
L
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G
A
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H
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H
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OR
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G
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N
A
L
P
A
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LS
3
P
P
R
O
J
E
C
T
:
ORIG
SUBMISSION:
SHEET NAME:
SHEET:
A
1
DATE DESCRIPTION∆
2 3 4 5
B
C
D
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
COPYRIGHT 2023 ALL RIGHTS RESERVED. PRINTED ORELECTRONIC DRAWINGS AND DOCUMENTATION MAYNOT BE REPRODUCED IN ANY FORM WITHOUT WRITTENPERMISSION FROM LS3P ASSOCIATES LTD.
11
/
3
0
/
2
0
2
3
4
:
4
7
:
3
4
P
M
C-4.0
74
0
1
-
2
3
1
4
7
1
12/01/23
15
1
S
c
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t
s
H
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M
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N
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2
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4
1
1
NH
S
C
O
T
T
S
H
I
L
L
E
D
EX
P
A
N
S
I
O
N
DESIGN DEVELOPMENT
WWW.LS3P.COM
205 1/2 KING STREET
CHARLESTON, SOUTH CAROLINA 29401
TEL. 843.577.4444 FAX. 843.722.4789
N&T: 23118
NOR T H CAROLI
N
A
J
O
H
N S. TU N S T ALL
PRO F E S SIO
N
A
L
ENGIN E E R
S E A L19851
PR
E
L
I
M
I
N
A
R
Y
NOTES & DETAILS
BAFFLE DETAIL
FAIRCLOTH STANDARD SKIMMER DETAIL
TEMPORARY GRAVELLED CONSTRUCTION ENTRANCEENERGY DISSIPATOR
HARDWARE CLOTH AND GRAVEL INLET PROTECTION
ADA RAMP NOTES
SIDEWALK, CURB CUT AND WHEEL CHAIR RAMP DETAILTREE PROTECTION DETAILS
TEMPORARY SILT FENCE
8
1 2 3
5 6
9
4
7
DROP INLET DETAILCATCH BASIN DETAILJUNCTION BOX DETAIL
CONCRETE WHEELSTOP DETAILSIDEWALK JOINT DETAIL
LIGHT DUTY ASPHALT PAVEMENT SECTION
TURN DOWN WALK SECTION
24" CURB AND GUTTER SECTION (SPILL-OFF)24" CURB AND GUTTER SECTION (FLOW-LINE)
TH
E
L
I
N
E
S
H
O
W
N
A
B
O
V
E
I
S
E
X
A
C
T
L
Y
ON
E
I
N
C
H
L
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N
G
A
T
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S
H
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T
S
OR
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G
I
N
A
L
P
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LS
3
P
P
R
O
J
E
C
T
:
ORIG
SUBMISSION:
SHEET NAME:
SHEET:
A
1
DATE DESCRIPTION∆
2 3 4 5
B
C
D
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
COPYRIGHT 2023 ALL RIGHTS RESERVED. PRINTED ORELECTRONIC DRAWINGS AND DOCUMENTATION MAYNOT BE REPRODUCED IN ANY FORM WITHOUT WRITTENPERMISSION FROM LS3P ASSOCIATES LTD.
11
/
3
0
/
2
0
2
3
4
:
4
7
:
3
4
P
M
C-4.1
74
0
1
-
2
3
1
4
7
1
12/01/23
15
1
S
c
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s
H
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M
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d
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D
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W
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m
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t
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n
,
N
C
2
8
4
1
1
NH
S
C
O
T
T
S
H
I
L
L
E
D
EX
P
A
N
S
I
O
N
DESIGN DEVELOPMENT
WWW.LS3P.COM
205 1/2 KING STREET
CHARLESTON, SOUTH CAROLINA 29401
TEL. 843.577.4444 FAX. 843.722.4789
N&T: 23118
NOR T H CAROLI
N
A
J
O
H
N S. TU N S T ALL
PRO F E S SIO
N
A
L
ENGIN E E R
S E A L19851
PR
E
L
I
M
I
N
A
R
Y
NOTES & DETAILS
1
4
7
2 3
5 6
8 9
TH
E
L
I
N
E
S
H
O
W
N
A
B
O
V
E
I
S
E
X
A
C
T
L
Y
ON
E
I
N
C
H
L
O
N
G
A
T
T
H
I
S
S
H
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T
S
OR
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G
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P
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LS
3
P
P
R
O
J
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C
T
:
ORIG
SUBMISSION:
SHEET NAME:
SHEET:
A
1
DATE DESCRIPTION∆
2 3 4 5
B
C
D
NO
T
F
O
R
CO
N
S
T
R
U
C
T
I
O
N
COPYRIGHT 2023 ALL RIGHTS RESERVED. PRINTED ORELECTRONIC DRAWINGS AND DOCUMENTATION MAYNOT BE REPRODUCED IN ANY FORM WITHOUT WRITTENPERMISSION FROM LS3P ASSOCIATES LTD.
11
/
3
0
/
2
0
2
3
4
:
4
7
:
3
4
P
M
C-4.2
74
0
1
-
2
3
1
4
7
1
12/01/23
15
1
S
c
o
t
t
s
H
i
l
l
M
e
d
i
c
a
l
D
r
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W
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l
m
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n
g
t
o
n
,
N
C
2
8
4
1
1
NH
S
C
O
T
T
S
H
I
L
L
E
D
EX
P
A
N
S
I
O
N
DESIGN DEVELOPMENT
WWW.LS3P.COM
205 1/2 KING STREET
CHARLESTON, SOUTH CAROLINA 29401
TEL. 843.577.4444 FAX. 843.722.4789
N&T: 23118
NOR T H CAROLI
N
A
J
O
H
N S. TU N S T ALL
PRO F E S SIO
N
A
L
ENGIN E E R
S E A L19851
PR
E
L
I
M
I
N
A
R
Y
NOTES & DETAILS
SITE WORK NOTES:
’’
EROSION CONTROL NOTES AND
MAINTENANCE PLAN:TEMPORARY SEEDING RECOMMENDATIONS FOR FALL
TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER
TEMPORARY SEEDING RECOMMENDATIONS FOR LATE WINTER
AND EARLY SPRING
PERMANENT SEEDING RECOMMENDATIONS FOR FALL AND
EARLY SPRING
PERMANENT SEEDING RECOMMENDATIONS FOR LATE SPRINGAND EARLY SUMMER