SW8010220_Historical File_20130917

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NCDENR
North Carolina Department of Environment and Natural Resources
Division of Energy, Mineral, and Land Resources
Tracy E. Davis, PE, CPM Pat McCrory, Govemor
Director John E. Skvada, III, Secretary
September 17, 2013
Richard A. Brvenik, President
Carteret General Hospital Corporation
3500 Arendell Street
Morehead City, NC 28557
Subject: Stormwater Management
Carteret General Hospital
High Density Commercial
Carteret County
Dear Mr. Brvenik:
Permit No. SW8 010220 Mod.
infiltration Basin Project
The Wilmington Regional Office received a complete, modified State Stormwater Management
Permit Application for Carteret General Hospital on September 13, 2013. Staff review of the
plans and specifications has determined that the project, as proposed, will comply with the
Stormwater Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We
are forwarding modified Permit No. SW8 010220 dated September 17, 2013, for the
construction, operation and maintenance of the BMP's and built -upon area associated with the
subject project.
On August 5, 2009, the Governor signed Session Law 2009-406. This law impacts any
development approval issued by the Division of Water Quality under Article 21 of Chapter 143 of
the General Statutes, which is current and valid at any point between January 1, 2008, and
December 31, 2010. The law extends the effective period of any stormwater permit that is set to
expire during this time frame to three (3) years from its current expiration date. On August 2,
2010, the Governor signed Session Law 2010-177, which grants an extra year for a total of four
(4) years extension.
Accordingly, this permit, which had previously been renewed and was set to expire on July 23,
2021, shall now be effective from the date of issuance until July 23, 2025. This date includes all
available extensions. This permit shall be subject to the conditions and limitations as specified
therein. Please pay special attention to the conditions listed in this permit regarding the
Operation and Maintenance of the BMP(s), recordation of deed restrictions, certification of the
BMP's, procedures for changing ownership, transferring the permit., and renewing the permit.
Failure to establish an adequate system for operation and maintenance of the stormwater
management system, to record deed restrictions, to certify the BMP's, to transfer the permit, or
to renew the permit, will result in future compliance problems.
The modifications covered by this permit include the following:
1. The project area and existing BUA previously approved as redevelopment under SW8
111202 are being incorporated into SW8 010220.
2. Infiltration Trench Systems 1, 2 and 3 under the July 23, 2001 version of the permit are
being removed.
3. System #4 under the July 23, 2001 version of the permit is unchanged, but is renamed
to DA-5 (see the Existing Infiltration Basin on the Drainage Area Map).
4. After accounting for all the demolished BUA (98,057 so, and the new proposed BUA
(112,159), the net increase of 14,102 sf must be treated. A 31,500 sf existing parking lot
(DA-3) is being converted to permeable pavement and is treating an additional 19,000 sf
of existing BUA.
5. The shared vegetated filter for the removed Infiltration Trenches 1, 2 and 3, is also being
removed. The separate vegetated filter for the Existing Infiltration Basin (now DA-5) will
remain in place.
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 Phone: [phone] / Fax: [phone]

State Stormwater Management Systems
Permit No. SW8 010220 Mod.
The plans and details previously approved on July 23, 2001, are added to the approved plan set
and remain in force and effect as to the existing infiltration basin (labeled as #4 on the July 2001
plans, and DA-5 on this proposed modification.)
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the
right to request an adjudicatory hearing by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150B of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of
this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) and/or the details of the'filing process at 6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-300.0, or visit their website at www.NCOAH.com.
Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Linda Lewis in the Wilmington Regional Office at [phone].
Sinc rely,
Tracy avis P.E. Director
Division of Energy, Mineral and Land Resources
GDS/arl: S:IWQSIStormwater\Permits & Projects12001\010220 HD12013 09 permit 010220
cc: Ginger Y. Turner, P.E., Stroud Engineering
Town of Morehead City Building Inspections
Carteret County Engineering
Wilmington Regional Office Stormwater File
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 010220 Mod.
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY COMMERCIAL DEVELOPMENT
In accordance with the provisions of Article 21 of Chapter 143, General Statutes of
North Carolina as amended, and other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
Carteret General Hospital Corporation
Carteret General Hospital
3500 Arendell Street, Morehead City, Carteret County
FOR THE
construction, operation and maintenance of one (1) infiltration basin, two (2) areas of
permeable pavement treating additional BUA, and the redevelopment of existing BUA,
in compliance with the provisions of Session Law 2008-211 and 15A NCAC 2H .1000
(hereafter collectively and separately referred to as the "stormwater rules') and the
approved stormwater management plans and specifications and other supporting data
as attached and on file with and approved by the Division and considered a part of this
permit.
This permit shall be effective from the date of issuance until July 23, 2025, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
1. This permit is effective only with respect to the nature and volume of stormwater
described in the application and other supporting data.
2. This stormwater system has been approved for the management of stormwater
runoff as described in Sections 1.6, 1.7 and 1.8 of this permit. The infiltration basin
stormwater control in DA-5 has been designed to handle the runoff from 43,644
square feet of built -upon area (BUA). The two (2) permeable pavement areas
(DA-3 and DA-4) will treat the footprint of the permeable pavement plus
additional BUA. The total BUA treated in DA-3 and DA-4, respectively, is 26,875
sf and 5,999 sf. Existing BUA in DA-2 is being redeveloped.
3. The existing infiltration basin (DA-5) must be operated with a 50-foot vegetated
filter, designed to bypass the excess design storm in a diffuse and non -erosive
manner.
4. The tract is a combination of pre-1988 existing BUA (DA-1), proposed and
previously permitted BUA (DA-3, DA-4 and DA-5) and redeveloped BUA (DA-2),
as shown on the application, the approved plans and the drainage area map.
5. The runoff from all BUA within the permitted drainage areas of this project must
be directed into the appropriate permitted stormwater control system. ach of
the permitted BMP's is limited to treating only that amount of BUA listed on the
application and in the approved calculations.
Page 3 of 9

State Stormwater Management Systems
Permit No. SW8 010220 Mod.
6. The following design criteria have been permitted for the infiltration basin (DA-5)
and must be provided in the system at all times and maintained at design
condition:
a.
Drainage Area, 9cres:
1.26
Onsite, ft :
54,871
Offsite, ft2:
0
b.
Total Impervious Surfaces, ft2'
43,644
Onsite, ft :
43,644
Offsite, ft2:
0
C.
Design Storm, inches:
1.5
d.
Basin Depth, feet:
1.48
e.
Bottom Elevation, FMS6:
23.4
f.
Bottom Surface Area, ft :
2,979
g.
Bypass Weir Elevation, FMS6:
24.88
h.
Permitted Storage Volume, ft :
7,579
i.
Predevelopment 1 yr 24 hr peak flow, cfs:
n/a
Post -development 1 yr 24 hr peak flow, cfs: n/a
Type of Soil:
Wando
I.
Expected Infiltration Rate, in/hr:
4
M.
Seasonal High Water Table, FMSL:
21.4
n.
Time to Draw Down, hours:
6
o.
Receiving Stream/River Basin:
Bogue Sound / WOK03
P.
Stream Index Number:
20-36-(8.5)
q.
Classification of Water Body:
"SA HQW"
7. DA-2 is excluded from State Stormwater permitting requirements under the
following conditions:
a. The project must be constructed as shown on the plans submitted to this
Office;
b. The currently proposed built -upon area of 22,276 square feet within DA-2
does not exceed the existing built -upon area of 72,475 square feet; and,
c The proposed stormwater control, sheet flow over grassed areas to
existing drainage outlets, provides equal protection of surface waters as
the existing stormwater control, which is sheet flow over impervious
surfaces to existing drainage outlets.
8. The permeable pavement areas, DA-3 and DA-4, shall be installed and
maintained per the approved plans, the supplement forms, and the approved
O&M agreement.
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built -upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The facilities shall be constructed in accordance with the conditions of this
permit, the approved plans and specifications, and other supporting data.
4. If the stormwater system was used as an Erosion Control device, it must be
restored to design condition prior to operation as a stormwater treatment device,
and prior to occupancy of the facility.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 010220 Mod.
5. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Sem:ar inru'al sc iedulled inspections every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of ali slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, infiltration media, flow
spreader, catch basins, piping and vegetated filter.
6. A copy of this permit and the approved plans and specifications shall be
maintained on file by the Permittee at all times.
7. Records of maintenance activities must be kept for each permitted BMP. The
reports will indicate the date, activity, name of person performing the work and
what actions were taken.
8. Upon completion of construction, prior to issuance of a Certificate of Occupancy,
and prior to operation of this permitted facility, a certification must be received
from an appropriate designer for the system installed certifying that the permitted
facility has been installed in accordance with this permit, the approved plans and
specifications, and other supporting documentation. Any deviations from the
approved plans and specifications must be noted on the Certification. A
modification may be required for those deviations.
9. Access to the stormwater facilities shall be maintained in an unobstructed
manner and via appropriate easements at all times.
10. The permittee shall submit to the Director and shall have received approval for
revised plans, specifications, and calculations prior to construction, for any
modification to the approved plans, including, but not limited to, those listed
below:
a. Any revision to any item shown on the approved plans, including the
stormwater management measures, built -upon area, details, etc.
b. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
C. Further development, subdivision, acquisition, lease or sale of any, all or
part of the project area.
d. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
e. The construction of any designated future BUA on the application.
11. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
Approved plans, calculations, supplement forms, operation and maintenance
agreements and specifications for this project are incorporated by reference and
are enforceable parts of the permit.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 010220 Mod. `
2. Any individual or entity found to be in noncompliance with the terms and
conditions of this permit or with the stormwater rules, is subject to enforcement
action by the Division, in accordance with North Carolina General Statute 143,
Article 21.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division,
such as the construction of additional or replacement stormwater management
systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. This permit is not transferable to any person or entity except after notice to and
approval by the Director. The permittee shall submit a completed and signed
Name/Ownership Change Form, accompanied by the supporting documentation
as listed on the form, to the Division at least 60 days prior to any one or more of
the following events:
a. An ownership change including the sale or conveyance of the project area in
whole or in part;
b. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of Session Law 2011-256;
c. Bankruptcy;
d. Foreclosure;
e. Dissolution of the partnership or corporate entity;
f. A name change of the current permittee;
g. A name change of the project;
h. A mailing address change of the permittee;
7. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves the transfer request.
8. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
9. Unless specified elsewhere, permanent seeding requirements for the stormwater
controls must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2008-
211, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et. al.
11. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 010220 Mod.
Permit modified and reissued this the 17t" day of September 2013.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
.,. � . . -. ,
ivision of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Page 7 of 9

State Stormwater Management Systems
Permit No. SW8 010220 Mod.
Carteret General Hospital
Stormwater Permit No. SW8 010220 Mod.
Carteret County
Designer's Certification
1, , as a duly registered in the
State of North Carolina, having been authorized to observe (periodically/ weekly/ full
time) the construction of the project,
(Project)
for (Project Owner) hereby state that, to the
best of my abilities, due care and diligence was used in the observation of the project
construction such that the construction was observed to be built within substantial
compliance and intent of the approved plans and specifications.
The checklist of items on page 2 of this form is included in the Certification.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
SEAL
Page 8 of 9

State Stormwater Management Systems
Permit No. SW8 010220 Mod.
Certification Requirements:
The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built -upon area.
3. All the built -upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The bypass structure weir elevation is per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1.
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
_11. The permitted amounts of surface area and/or volume have been
provided.
12. All required design depths are provided.
_13. All required parts of the system are provided.
_14. The required system dimensions are provided per the approved plans.
cc: NCDENR-DEMLR Wilmington Regional Office
Town of Morehead City Building Inspections
Page 9 of 9

DWQ USE ONLY
rDate Igeceivod
Fee Paid
Permit Number
'
Applicable Ru es: 10 Coastal SW -1 5 ❑ Coas SW - 2008 ❑ Ph H - Post Construction
(select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ Mgmt Plan:
State of North Carolina
Devartment of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
This form may be photocopied for use as an original
I. GENERAL INFORMATION
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Carteret General Hospital
2. Location of Project (street address):
3500 Arendell Street
City:Morehead City County:Carteret Zip:28557
3. Directions to project (from nearest major intersection):
From the intersection of US Hwy 70 and NC Hwy 24 take US Hwy 70 East approximtely 2.5 miles to
35th Street. Carteret General Hospital located on the left.
4. Latitude:34° 43' 33" N Longitude:760 45' 18" W of the main entrance to the project.
II. PERMIT INFORMATION:
1. a. Specify whether project is (check one): ❑New NModification ❑ Renewal w/ Modificationt
tRenewals with modifications also requires SWU-102 — Renewal Application Form
b. If this application is being submitted as the result of a modification to an existing permit, list the existing
permit numberSW8 010220 , its issue date (if known)7/23/2001 , and the status of
construction: ❑Not Started ❑Partially Completed* N Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density NHigh Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑CAMA Major NSedimentation/Erosion Control: 5 ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit:
5. Is the project located within 5 miles of a public airport? NNo ❑Yes
If yes, see S.L. 2012-200, Part VI: h ortal.ncdenr.or web s aws
AUG 2 6 200
Form SWU-101 Version 06Aug2012 Page 1 of 6 ?j► .

III.f, CONTACT INFORMATION
1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project
Applicant/Organization:Carteret County General Hospital Corporation
Signing Official & Title: Richard A. Brvenik, President
b. Contact information for person listed in item 1a above:
Street Address: 3500 Arendell Street
City: Morehead City State: NC Zip: 28557
Mailing Address (if applicable): P.O. Drawer 1619
City: Morehead City
Phone: ( 252 ) 808-6094
Email: [e-mail]
State: NC Zip: 28557
Fax: (
Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official & Title:
b. Contact information for person listed in item 2a above:
Street Address:
City: State: Zip:
Mailing Address (if applicable):
City:_
Phone:
Email:
State:
Fax: (
3. a. (Optional) Print the name and title of another contact such as the projects construction supervisor or other
person who can answer question- about +t,e project:
Other Contact Person/Organization:
Signing Official &
b. Contact information for person listed in item 3a above:
Mailing Address:
City:
Phone:
Email:
State: Zip:
Fax:
4. Local jurisdiction for building permits: Town of Morehead Ci
Point of Contact: Phone #: [phone]
AU6 2 6 2013
Form SWU-101 Version 06Aug2012 Page 2 of 6 "' —

IV... PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stormwater runoff will be treated.
Previously permitted infiltration trench and basin as well as installation of pervious pavement to
the net effective BUA
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph II - Post Construction
3. Stormwater runoff from this project drains to the White Oak River basin.
4. Total Property Area: 17.05 +/- acres 5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) -. Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area+: 17.05 +/- acres
+ Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Normal High Water (NFIM line or Mean High Water
(MHM line, and coastal wetlands landward from the NHW (or MHM line. The resultant project area is used to
calculate overall percent built upon area (BLIA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 66.27 %
9. How many drainage areas does the project have?5 (For high density, count 1 for each proposed engineered
stormwater BMP. For low density and other projects, use 1 for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below. Pd ge4gyLreg F�r p►, Pam¢. Pqrir., P2vQ.
Basin Information
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area 4
Receiving Stream Name
Bogue Sound
Bogue Sound
Bogue Sound
Bogue Sound
Stream Class *
SA;HQW
SA;HQW
SA;HQW
SA;HQW
Stream Index Number *
20-36-(8.5)
20-36-(8.5)
20-36-(8.5)
20-36-(8.5)
Total Drainage Area (sf)
484,517
132,949
50,500
20,076
On -site Drainage Area (sf)
484,517
132,949
50,500
20,076
Off -site Drainage Area (sf)
0
0
Proposed Impervious Area" s
98,285
22,276
7,875
5,999
% impervious Area** total'
170.87%
1 54.51%
i 53.22%
i 29.88%
Impervious"* Surface Area
Drainage Area 1
Drainage Area 2
Drainage Area 3
Drainage Area 4
On -site Buildings/Lots (sf)
51,691
On -site Streets (sf)
On -site Parking (sf)
41,777
6,169
1,307
On -site Sidewalks (sf)
4,817
Other on -site (sf)
31,500 (7,875)
18,769 (4,692)
Future (sf)
16,107
Off -site (sf)
Existing BUA*** (sf)
245,071
50,199
19,000
Total (sf):
343,356
72,475
26,875
1 5,999
* Stream Class and Index Number can be determined at: ht ortal.ncdenr.or eb s csu classi cations
Impervious area is defined as the built upon area including, but not limited to, buildin parking areas,
sidewalks, gravel areas, etc.
***Report only that amount of existing BUA that will remain after development. Do not t pWlistink"BLiA that
is to be removed and which will be replaced by new B LIA.
a,
Form SWU-101 Version 06Aug2012 Page 3 of 6 zv. _

Carteret County
Additional Drainage Areas
F. 8as+"n
Basin Information
Drainage Area 5
Receiving Stream Name
Bogue Sound
Stream Class
SA;HQW
Stream Index Number
20-36-(8.5)
Total Drainage Area (sf)
54,871
On -Site Drainage Area (sf)
54,871
Off -Site Drainage Area (sf)
Proposed Impervious Area (sf)
% Impervious Area (total)
79.54%
Impervious Surface Area
Drainage Area 5
On -Site Buildings/Lots (sf)
On -Site Streets (sf)
On -Site Parking (sf)
On -Site Sidewalks (sf)
Other on -site (sf)
Future (sf)
Off -site (sf)
Existing BUA (sf)
43,644
Total (sf):
43,644
3 a a-F (�2

11. How was the off -site impervious area listed above determined? Provide documentation. NA
Projects in Union County: Contact DWQ Central Office staff to check if the project is located within a Threatened &
Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15,4 NCAC 02B . 0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://portal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://12ortaLncdenr.org web/wq/ws/su/statesw/forms dots. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.)
Please indicate that the following re aired information have been provided by initialin in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from hn://portal.ncdenr.org/web/wq/ws/su/statesw/forms does.
Irti '
1. Original and one copy of the Stormwater Management Permit Application Form.
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants NA
Form. (if required as per Part VII below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
h�://www.envhelp.org/pa�/onestopeUress.htmlwww.envhelp.org/pa�/onestopeUress.html for information or, the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.) n
5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2
mile radius on the map. ^ A
7. Sealed, signed and dated calculations (one copy). d'
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including:
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all BUA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevati
1. Details of roads, drainage features, collection systems, and stormwater co]
ep�
m. Wetlands delineated, or a note on the plans that none exist. (Must be define
qualified person. Provide documentation of qualifications and identify the gn
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff c 7atio
o. Drainage areas delineated (included in the main set of plans, not as a separate ocument).
p. Vegetated buffers (where required).
Form SWU-101 Version 06Aug2012 Page 4 of 6

9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xll" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verify the SHWT prior
to submittal, [phone].)
10. A copy of the most current property deed. Deed book: 2511053,1019,1027,1027,1109 Page No:.�
280,218,285,17,16,68
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per 15A NCAC 2H.1003(e).
The corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
hn://w-ww.secrg!LU.state.nc.us/Coa2orations/CSearch.Lispx
VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
bft://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Ginger Y. Turner, PE
Consulting Firm: Stroud Engineering, PA
Mailing Address: 107 B Commerce Street
City: Greenville
Phone:( 252 ) 756-9352 ext 234
Email: gturner@stroudengineer. com
State: NC Zip: 28557
Fax: ( 252 ) 756-2345
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) , certify that I
own the property identified in this permit application, and thus give permission to (print or type name of person
listed in Contact Information, item 1a) with (print or type name of organization listed in
Contact Information, item 1a) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
ECEI hII E
AUG 2 6 200
Form SWU-101 Version 06Aug2012 Page 5 of 6

As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Owner Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permi . understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC Gener tatue 143-215.1 and may result in appropriate enforcement action including
the assessment of civi penalties of up $25,000 per day, purse: ant to 1�?Cr'S 143-215.6.
Date:
for the State of . County of
, do hereby certify that
before me this _ day of
a stormwater permit. Witness my hand and official seal,
SEAL
My commission expires
X. APPLICANT'S CERTIFICATION
personally appeared
the due execution of the application for
I, (print or type name of person listed in Contact Information, item 1a) Richard A. Broenik, President
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 2H .1000 and any other applicable state stormwater requirements.
Signature: ;6��- ? F y._-9��
+��d 3� Date:
I, Ca a Nonary, Public
T I Qu �1�1.11 lLU1 1�.. do hereby`` certify that ( tt, f`iydi
before me this fa) day of �ft01lam+ 13 and ai
a stormwater permit. Witness-4 hand and official seal, 11-4
Hammy Carter
Notary Public
Form SWU-101 Version 06Aug2012
SEAL
the State of Oi 4 Q�� County of
My commission expires 3 0 c)la
personally appeared
)n of the application for
ECEIV
AUG 2 6 2013
Page 6 of 6 BY:

Permit No. .5(A)f010ZZC)
(to be provided byDINQ)
of warms
QG
.A,. *A STORMWATER MANAGEMENT PERMIT APPLICATION FORM c
WDENR 401 CERTIFICATION APPLICATION FORM
PERMEABLE PAVEMENT SUPPLEMENT
This form must be completely filled out, printed and submitted.
The Required Items Checklist (Part 111) must be printed, filled out and submitted along with a# of the required information.
I. PROJECT INFORMATION
Project Name
Carteret General Hospital
Contact Person
Richard A. Brvenik, President
Phone Number
252-808-6094
Date
1-Aug
Drainage Area
3
II. DE81IGN INFORMATION
Soils Report Summary
Hydrologic soil group (HSG) of subgrade
A
Infiltration rate
3.00
in/hr
Pavement Design Summary
BUA Credit for Permeable Pavement Footprint:
Permeable Pavement (PP) design type
Infiltration - HSG A/B
75% BUA Credit
SA of PP being proposed (AP)
31,500
fe
Resulting BUA counted as impervious for main application form
7,875
fe
Adjacent BUA directed to PP (AJ
19,000
ft,
OK
Ratio of A. to AP
0.60
(unitless)
Flow from pervious surfaces is directed away from PP?
Yes
OK
Design rainfall depth
1.51,
in
Permeable pavement surface course type
PICP
Layer 1- Washed aggregate size (ex. No. 57)
No. 57
Layer 1- Aggregate porosity (n)
0.40
(unitless)
OK
Layer 2 - Washed aggregate size (ex. No. 57)
0.00
Layer 2 -Aggregate porosity (n)
Ono
(unitless)
OK
Minimum total aggregate depth for design rainfall (Dwq)
6.0
in
Drawdown/infiltration time for Dwq
0.2
days
OK
How is 10-yr, 24-hr storm handled?
infiltrated
Aggregate depth to infiltrate 10-yr, 24-hr storm (Dlo)
-8.5
In
Drawdown/infiltration time of 10-yr, 24-hr storm
0.76
days
Actual provided total aggregate depth
6.0
in
OK
Top of aggregate base layer elevation
21.54
fmsl
Storage elevation of design rainfall depth
21.54
fmsl
Overflow elevation
NA
fmsl
Bottom elevation at subgrade
21.04
fmsl
#REF!
SHWT elevation
20.00
fmsl
Underdrain diameter
NA
in
ECEIrVI'E
SEP 0 9 2013
BY.,
Form SW401-Permeable Pavement-Rev.4-October 16, 2012 PP Supplement Form, Page 1 of 3

Permit No. 516A8 O/OZ Z O
(to be provided by DINQJ
Detention Systems (skip for int1kration systems)
Diameter of orifice
in
Coefficient of discharge (Co)
(unitless)
Driving head (Ho)
ft
Storage volume discharge rate (through discharge orifice)
ft3/sec
Storage volume drawdown time
days
Pre -development 1-yr, 24-hr peak flow
ft3/sec
Post -development 1-yr, 24-hr peak flow
ft3/sec
Additional Information
Slope of soil subgrade at bottom of permeable pavement
0.50
%
OK
Slope of the permeable pavement surface
1.25
%
OK
Construction sequence minimizes compaction to soils?
Yes
OK
Subsoil preparation specified (must select one)
trenched
Meets industry standards for structural requirements?
Yes
OK
Washed stone is specified for the aggregate?
Yes
OK
Required signage specified on plans?
Yes
OK
Number of observation wells provided
3
OK
Distance to structure
105.00
ft
Distance to surface waters
1,000.00
ft
OK
Distance to water supply well(s)
NA
ft
OK
ECEIVE
AU6 2 6 2013 ' I
BY: ----
Form SW401-Permeable Pavement-Rev.4-October 16, 2012 PP Supplement Form, Page 2 of 3

Permit No. SJW 701OZZ0
(to be provided by DWQ)
Jill. 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.
1. Plans (1" = 50` or larger) of the entire site showing:
inl� 'tills
Pagel Plan Sheet No.
- Design at ultimate build -out,
Off -site drainage (if applicable),
Delineated drainage basins (include Rational C coefficient per
basin),
Sheets C-2, C-4, C-8
Location of permeable pavement,
Roof and other surface flow directed away from permeable
pavement,
- Location of the permeable pavement sign(s).
2. Section view of the permeable pavement (1" = 20' or larger)
showing:
All layers (including details about the surface course), and
Sheet C-12
- SHWT
3. A detail of what the permeable pavement sign.
Sheet C-12
4. A site specific soils report that is based upon an actual field
investigation, soil borings, and infiltration tests within the
/
footprint of the proposed permeable pavement. The soils
investigation shall state the infiltation rate, SHWT elevation, and
information about any confining layers. County soil maps are not
Attached
an acceptable source of soils information.
(Projects in the WIRO - The results of the soils report must be
verified in the field by DWQ, by completing & submitting the soils
investigation request form.)
S. A construction sequence that shows how the permeable
d�
pavement will be protected from sediment until the entire
Sheet C-2
drainage area is stabilized.
6. The supporting calculations.
/��
Attached
7. A copy of the signed and notarized operation and maintenance
t1A
Attached
(O&M) agreement.
8. A copy of the deed restrictions (if required).
N/A
F-cEIVE
AUG 2 6 2013
BY:
Form SW401-Permeable Pavement-Rev.4-October 16, 2012 PP Supplement Form, Page 3 of 3

Permit No. —SU Fal 07ZO
(to be provided by DWQ)
E-WA
�pF YIATFgOG
,r,..� A STORMWATER MANAGEMENT PERMIT APPLICATION FORM p
WDENR 401 CERTIFICATION APPLICATION FORM
PERMEABLE PAVEMENT SUPPLEMENT
This form must be completely 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.
(. PROJECT INFORMATION
Project Name
Carteret General Hospital
Contact Person
Richard A. Brvenik, President
Phone Number
252-808-6094
Date
1-Aug
Drainage Area
4
II. DESIGN INFORMATION
Soils Report Summary
Hydrologic soil group (HSG) of subgrade
A
Infiltration rate
3.00 in/hr
Pavement Design Summary
BUA Credit for Permeable Pavement Footprint:
Permeable Pavement (PP) design type
Infiltration - HSG A/B 75% BUA Credit
SA of PP being proposed (AP)
18,769 ft,
Resulting BUA counted as impervious for main application form
4,692 ft,
Adjacent BUA directed to PP (AJ
1,307 ft, OK
Ratio of At to Ap
0.07 (unitless)
Flow from pervious surfaces is directed away from PP?
Yes OK
Design rainfall depth
1.5" in
Permeable pavement surface course type
PICP
Layer 1- Washed aggregate size (ex. No. 57)
No. 57
Layer 1- Aggregate porosity (n)
0.40 (unitless) OK
Layer 2 - Washed aggregate size (ex. No. 57)
0.00
Layer 2 - Aggregate porosity (n)
0.00 (unitless) OK
Minimum total aggregate depth for design rainfall (Dwq)
4.0 in
Drawdown/infiltration time for D q
0.1 days OK
How is 10-yr, 24-hr storm handled?
infiltrated
Aggregate depth to Infiltrate 10-yr, 24-hr storm (1l0)
-17.6 in
Drawdown/infiltration time of 10-yr, 24-hr storm
0.51 days
Actual provided total aggregate depth
6.0 in OK
Top of aggregate base layer elevation
21.90 fmsl
Stnrage elevation of resign rainfall depth
21.73 fmsl
Overflow elevation
NA fmsl
Bottom elevation at subgrade
21.40 fmsl #REFI
SHWT elevation
20.00 fmsl
Underdrain diameter
NA in
RECEIVED
SEP 0 9 2013
ev:
Form SW401-Permeable Pavement-Rev.4-October 16, 2012 PP Supplement Form, Page 1 of 3

Permit No. 5&) 110 /OZZ a
(to be provided by DWQ)
Detention Systems (skip for infiltration systems)
Diameter of orifice
in
Coefficient of discharge (Co)
(unitless)
Driving head (Ho)
ft
Storage volume discharge rate (through discharge orifice)
ft3/sec
Storage volume drawdown time
days
Pre -development 1-yr, 24-hr peak flow
ft3/sec
Post -development 1-yr, 24-hr peak flow
ft3/sec
Additional Information
Slope of soil subgrade at bottom of permeable pavement
0.50
%
OK
Slope of the permeable pavement surface
4.50
%
OK
Construction sequence minimizes compaction to soils?
Yes
OK
Subsoil preparation specified (must select one)
trenched
Meets industry standards for structural requirements?
Yes
OK
Washed stone is specified for the aggregate?
Yes
OK
Required sigrage specified on plans?
Yes
OK
Number of observation wells provided
6
OK
Distance to structure
5.00
ft
Distance to surface waters
1,000.00
ft
OK
Distance to water supply well(s)
N/A
ft
OK
FcoVE
AUG 2 6 200
By:
Form SW401-Permeable Pavement-Rev.4-October 16, 2012 PP Supplement Form, Page 2 of 3

Permit No. 10 8 0 1OZ Z U
(to be provided by DWQ)
In. 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.
initi Is Page/ Plan Sheet No.
1. Pians (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),
Sheets C-2, C-4, C-8
Location of permeable pavement,
Roof and other surface flow directed away from permeable
pavement,
- Location of the permeable pavement sign(s).
2. Section view of the permeable pavement (1" = 20' or larger)
showing:
- All layers (including details about the surface course), and
Sheet C-12
- SHWT
3. A detail of what the permeable pavement sign.
Sheet C-12
4. A site specific soils report that is based upon an actual field
investigation, soil borings, and infiltration tests within the
footprint of the proposed permeable pavement. The soils
investigation shall state the infiltation rate, SHWT elevation, and
information about any confining layers. County soil maps are not
Attached
an acceptable source of soils information.
(Projects in the WiRO - The results of the soils report must be
verified in the field by DWO, by completing & submitting the soils
Investigation request form.)
5. A construction sequence that shows how the permeable
pavement will be protected from sediment until the entire
Sheet C-2
drainage area is stabilized.
6. The supporting calculations.
Attached
7. A copy of the signed and notarized operation and maintenance
Attached
(0&M) agreement.
A�
8. A copy of the deed restrictions (if required).
r " N/A
ECE,VED
AUG 2 6 1013
Form SW401-Permeable Pavement-Rev.4-October 16, 2012 PP Supplement Form, Page 3 of 3

Permit Number:
(to be provided by DW
Drainage Area / Lot Number: 3
Permeable Pavement Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
At all times, the pavement shall be kept free of:
— Debris and particulate matter through frequent blowing that removes such
debris, particularly during the fall and spring.
— Piles of soil, sand, mulch, building materials or other materials that could deposit
particulates on the pavement.
— Piles of snow and ice.
— Chemicals of all kinds, including deicers.
The permeable pavement will be inspected once a quarter. Records of operation and
maintenance will be kept in a known set location and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
The perimeter of the
permeable pavement
I
The surface of the
permeable pavement
Potential problem:
_ I to remediate the problem:
Areas of bare soil and/or
_How
Regrade the soil if necessary to
erosive gullies
remove the gully, then plant ground
cover and water until established.
A vegetated area drains
Regrade the area so that it drains
toward the pavement
away from the pavement, then plant
ground cover and water until
established.
i Trash/debris present I Remove the trash/debris.
Weeds
I Sediment
Do not pull the weeds (may pull out I
media as well). Spray them with a
systemic herbicide such as
glyphosate and then return within
the week to remove them by hand.
(Another option is to pour boiling
water on them or steam them.
I Vacuum sweep the pavement.
Rutting, cracking or slumping l Consult an appropriate professional.
or damaged structure
Observation well Water present more than five Clean out clogged underdrain pipes.
days after a storm event Consult an appropriate professional
for clogged soil subgrade.
Educational sign Missingor r is damaged. I Replace the sign. I
Form SW401-Permeable Pavement O&M-Rev.4 10/03/2012
GENE
AUG 2 6 2013
it 1 of 2
RY:

Permit Number: , w ftow 0/0 Z Z 0
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name: Carteret General Hospital 1
BMP drainage area or lot number: d-rB 3 c)nd. 4 AM ct—g,(3
Print name: Richard A. Brvenik
Title: President
Address: 3500 Arendell Street, Morehead City, NC 28557
Phone: [phone]
Signature:
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, naf VAQ) y l�Vr , a Notary Public for the State of
NDY41 CMy 'D,- , County of C&V�VLQ , do hereby certify that
wA O(WCAA• 6f VlI, U' personally appeared before me this 3
day of hma.4 1013 , and acknowledge the due execution of the
forgoing permeable pavement maintenance requirements. Witness my hand and official
seal,
SEAL
..a��.�-jana®ny COUI
Notary public
:To. county,
My commission expires
nECEIVEM
AUG 262913
BY.— V
Form SW401-Permeable Pavement O&M-Rev.4 10/03/2012 Page 2 of 2

Permit NumberZ&a 0/0zz0
(to be provided by DWQ)
Drainage Area Number:
Infiltration Basin Operation and Maintenance Agreement
I will keep a maintenance record on this BMP. This maintenance record will be kept in a
log in a known set location. Any deficient BMP elements noted in the inspection will be
corrected, repaired or replaced immediately. These deficiencies can affect the integrity
of structures, safety of the public, and the removal efficiency of the BMP.
Important maintenance procedures:
— The drainage area will be carefully managed to reduce the sediment load to the
infiltration basin.
— Immediately after the infiltration basin is established, the vegetation will be
watered twice weekly if needed until the plants become established (commonly
six weeks).
— No portion of the infiltration basin will be fertilized after the initial fertilization
that is required to establish the vegetation.
— The vegetation in and around the basin will be maintained at a height of
approximately six inches.
After the infiltration basin is established, it will be inspected once a quarter and within
24 hours after every storm event greater than 1.0 inches (or 1.5 inches if in a Coastal
County). Records of operation and maintenance will be kept in a known set location
and will be available upon request.
Inspection activities shall be performed as follows. Any problems that are found shall
be repaired immediately.
BMP element:
Potentialproblem:
How I will remediate theproblem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the
Areas of bare soil and/or
Regrade the soil if necessary to
infiltration basin
erosive gullies have formed.
remove the gully, and then plant a
ground cover and water until it is
established. Provide lime and a
one-time fertilizer application.
The inlet device: pipe or
The pipe is clogged (if
Unclog the pipe. Dispose of the
swale
applicable).
sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged (if
applicable).
Erosion is occurring in the
Regrade the Swale if necessary to
swale (if applicable).
smooth it over and provide erosion
control devices such as reinforced
turf matting or riprap to avoid
future problems with erosion.
EaCEIVE
AUG 262013
Form SW401-Infiltration Basin O&M-Rev.3 BY: Page 1 of 3

BMP element:
Potentialproblem:
How I will remediate theproblem:
The forebay
Sediment has accumulated
Search for the source of the
and reduced the depth to 75%
sediment and remedy the problem if
of the original design depth.
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP.
Erosion has occurred or
Provide additional erosion
riprap is displaced.
protection such as reinforced turf
matting or riprap if needed to
prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by
hand. If pesticides are used, wipe
them on the plants rather than
spraying -
The main treatment area
A visible layer of sediment
Search for the source of the
has accumulated.
sediment and remedy the problem if
possible. Remove the sediment and
dispose of it in a location where it
will not cause impacts to streams or
the BMP. Replace any media that
was removed in the process.
Revegetate disturbed areas
immediately.
Water is standing more than
Replace the top few inches of filter
5 days after a storm event.
media and see if this corrects the
standing water problem. If so,
revegetate immediately. If not,
consult an appropriate professional
for a more extensive repair.
Weeds and noxious plants are
Remove the plants by hand or by
growing in the main
wiping them with pesticide (do not
treatment area.
spray).
The embankment
Shrubs or trees have started
Remove shrubs or trees
to grow on the embankment.
immediately.
Art annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair.
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose
of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
Contact the NC Division of Water
damage have occurred at the
Quality 401 Oversight Unit at 919-
outlet.
733-1786.
�ECEIVE
AUG 26201I
Form SW401-Infiltration Basin O&M-Rev.3� age 2 of 3
6Y:

Permit Number:
N
(to be provided by DWQ)
I acknowledge and agree by my signature below that I am responsible for the
performance of the maintenance procedures listed above. I agree to notify DWQ of any
problems with the system or prior to any changes to the system or responsible party.
Project name:Carteret General Hospital
BAP drainage area number:5
CN z6
Print name:
Title: Pre dexf- V P o
Address: 3500 Arendell Street, Morehead City, NC 28557
Note: The legally responsible party should not be a homeowners association unless more than 50% of
the lots have been sold and a resident of the subdivision has been named the president.
I, e r,k 1;er k�' Q w-6-r , a Notary Public for the State of
l-� C County of Cc,,� er e — , do hereby certify that
�toY\�1 q Ch-e� K personally appeared before me this o?S rd
day of A ,, a s+ , 9013 and acknowledge the due execution of the
forgoing infiltration basin maintenance requirements. Witness my hand and official seal,
SEAL
My commission expires tl � ( I "�1 �
�jECE1VE
I� AUG 2s2pp
BY:
Form SW40I-Infiltration Basin O&M-Rev.3 Page 3 of 3

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AC
ACRE
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BUILDING
CB
CATCH BASIN
CF
CUBIC FEET
CL
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Comm
COMMUNICATIONS
DB
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DI
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DR
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EL
ELEVATION.
EIP
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EIR
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EIS
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OXY
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TRACT AREA = 742,912.44 SF
EXISTING IMPERVIOUS
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BUILDINGS = 117,795 SF
ASPHALT = 264,337 SF
CONCRETE = 23,640 SIF
TOTAL = 405,772 SF
DRAINAGE AREA (WEST CAMPUS)
BUILDINGS = 20,133 SF
ASPHALT = 37,575 SF
CONCRETE = 11,857 SF
GRAVEL = 2,910 SF
TOTAL = 72,475 SF
OVERALL EX.IMPERVIOUS = 478,247 SF
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SCALE: 1 50'
itects:
Earl Architects, LLC
301 N. Main Street
Greenville, SC 29601
864271 7555 02009
Consultant
AA STROUD ENGINEERING, P.A.
V 151A HIGHWAY 24
IF MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-0647
CARTERET GENERAL
HOSPITAL
Facility Expansion
MOREHEAD CITY, NC
Keyplan
Professional Seal
T1 IDKIr:D 01= nATI=
Revision
1 - GYT - 8/15/13
1 - GYT - 8/20/13
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BY.
EXISTING
CONDITIONS
PLAN
C�i
In Charge
Drawn By
Checked By
Project Number 1028.01.00
Date

OSED BUA DRAINAGE AREA 1 � 464 ' 01 I Or
aEXISTING & PROP PROPOSED IMPERVIUOS AREA 98,285 SF
STORMWATER DATA EXISTING & PROPOSED BUA WESTERN CAMPUS RVIOUS = 72,475 SF ON -SITE BUILDINGS = 51,691 SF
TRACT AREA = 742,912.44 SF MAIN CAMPUS JOUS = 405,772 SF TOTAL EXISTING IMPE = 72,475 SF ON -SITE PARKING = 41,777 SF TOTAL EXISTING IMPERV TED 58,385 SF PRE 1988 IMPERVIOUS ON -SITE SIDEWALKS = 4,817 SF
RIVER BASIN = WHITE OAK TOTAL EXISTING IMPERVIOUS TREA IMPERVIOUS REMOVED EXISTING BUA = 245,071 SF
PRE 1988 IMPERVIOUS = 347,387 SF ME BOGUE SOUND BUILDINGS = 7,535 SF TOTAL = 343,356 SF RECEIVING STREAM NA IMPERVIOUS REMOVED ASPHALT = 2,094 SF
63 SF EX GRAVEL = 11,857 SF DRAINAGE AREA 2= 132,949 SF
NEAR PAVILION = 54I,3
GUARDIAN AVENUE STREAM CLASS = SA;HQW 3 SF EX CONCRETE = 790 SF PROPOSED IMPERVIOUS AREA 22,276 SF
NEAR ENERGY PLANT = 4$58
U RD�AN V! TOTAL = 22,276 SF
NU NEAR CATH LAB = 6,472 SF
z
STREAM INDEX # 20-36-(8-5) 6,169 SF
EMPLOYEE PARKING LOT 31,500 SF ON -SITE PARKING =
SUBTOTAL 96,918 SF IMPERVIOUS PROPOSED FUTURE = 16,107 SF
I7 7 I= 5,800 SF
Y, PARKING EXISTING BUA 50,199 SF
FUTURE MISC 16,476 SF
IM
PERVIOUS PROPOSED
BUILDINGS 276 SF TOTAL 72,475 SF 51,691 S F SUBTOTAL 22,
sr. PARKING 39,81 0 SF 500 SF
DRAINAGE AREA 3 50
--7
SF (4,692 SF
US PARKING 18,769 NET EFFECTIVE BUA 72,475 SF
P PROPOSED IMPERVIUOS AREA
ERVIO 875 SF
0 5 (7,875 SF)
PERVIOU
S PARKING UPGRADE 31,50
S
&CONCRETE 49817 SF
IDEWALK
OTHER ON -SITE (PERVIOUS PAVEMENT) 7,875 SF
SUBTOTAL
112,159 SF
EXISTING BUA 1 9,000 SF
70 TOTAL 2 TOTAL IMPERVIOUS 419,874 SF
6,875 SF 1110 70 s HWY 70 ADDITIONAL PROPOSED IMPERVIOUS 11,967 SF DRAINAGE AREA 4 20,076 SF 5,999 SF
T Z 71 71 4 B44SF rpRapasm imPF-RVIUOSAREA
3 70 IMPERVIOUS TREATED BY111FILTRATION'BASIN' - 21480 SF
ING ITSELF I
IMPERVIOUS CREDIT FOR PERVIOUS PAVEMENT TREAT G = 1,307 SF
ON -SITE PARKINI
E (PERVIOUS PAVEMENT) 4,692 SF
SOUTH ST SOUTH STREET OTHER ON -SIT NET EFFECTIVE BUA = 363,663 SF
84 Ak TOTAL = 5,999 SF S STW T NING IMPERVIOUS TO TREAT 16,276 SF
REMAI BASIN)
BAWS - RVIOUS PAVEMENT 19,000 SF DRAINAGE AREA 5 = 54,871 SF (EXISTING INFILTRATION
ADDITIONAL AREA TREATED BY PE 344,663 SF IMPERVIUOS AREA 0 SF
NET EFFECTIVE BUA WITH TREATMENT .644 SF
EXISTING BUA = 43,
.......... a.......... . TOTAL 43,644 SF BRIDGES S Vic a )kP 22
1 87?3 5-
3W 35i 352 3 3b4
345 344 2 34i 349
30
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332 ADDI I IUN 4 396
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393
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237 43 42 55 208 0
7A4 73 40 263 238 39 NQj N '777, 38 239 252 300 285 as II94 298 240 ADDITION is 33 34 287 3 II2D I250 5(3 III 711 m296 299 78 207 ...... ..... 290 295 2M48 -7 'b 291 2 47 2" 1000, 204 10000 24 i99 198 203 292 2 204 203 202 1 200 194 II192 191 190 1 a 25 OAX DC H WIT TIM ATED WITHI IBE REL LlY HWA EXISITNG FIB R PAT I28 28*54'43* 0,43' 20 FIR 00-00 84 too 30 I?$ ISO 83 iRA 187 31 ISO 154 153 152 161 i5o i49 I148 147 146 146 144 i43 142 11 130 137 02 .000� 33 e, 0
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DI DR DR DRIVE 26- E L ------- EIP EX EIR EX EIS EX GRASS EOP ED PARKING SUMMARY EX ELEC PARKING REQUIREMENTS FE FI EXIST S IF F1,RLHED, ,FLOOR 82SPC
FT IFO 86 SPICS GV CAMPUS EST CAMPUS HC HANDICAP MS 135 x 1 SPC PER 2 BEDS - 67.5 SPICS INV INVERT PATIENT ROO JB 73.0 SPICS LF DOCTORS 73 x 1 SPC PER DOCTOR TOTAL ON CAMPUS PARKING R_0_0PCS
LP OYEES 478.7 SPICS MAX PERVI
MIN FULL TIME STAFF 717.6 x 2 SPC PER 3 EMPL N/F WEST CAMPUS OFFICE BLDG...
NTS NOT TO SCALE OHP
OXY OXYGEN OAK OFFICE BUILDING 7990 SF / 1 SPC/250 SF 32.0 SPCS ARMORY PARKING LEASED 49 SPCS PG PAGE PP FUTURE CATH _AB R RADIUS mar A -1= OYEES 3.33 SPCS
RCP 1=1-11 -T-IkAF r� -5x2SPCPER3EMPL
TOTAL PARKING SPACES 717 SPCS ROW RIGHT-OF-WAY PINE SPC PER DOCTOR SDMH SF TYP UG CEDAR IRED 657 SPICS TOTAL PARKING SPACES REQU WEST CAMPUS NOTE: INC-LUDES MAIN CAMPUS7
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Ear Arc i tects
Earl Architects, LLC
301 N. Main Street
Greenville, SIC 29601
8642717555 Q 2009
Consultant
STROUD ENINEERING9 P.A.
Y
151A HIGHWAY 24
1
MOREHEAD CITY, N.C. 28557
M 0 CITy
[phone] LICENSE NO. C-0647
0 771'
G'eneral
0
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0
34 T GE
CARTERE I NERAL
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36 30 A 29 Facility Expansion
39,Z 40 27 MOREHEAD CITY, NC
44 13 45 22 14� 21 46 20 19 48 17 40 Keyplan
professional Seal
Salk&
0 well
aSEAL 36970 41010 a"0100009 Y.
IGINGER,*. III NER, PE, DATE
Revision
I - GYT - 8/15/13
2 - GYT - 8/20/13
WEP
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SITE PLA
FIBER OPTIC & COAX PATHWAY
ZONING COMPLIANCE MAP
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In Charge
Drawn By
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50 25 0 Project Number 1028.01-00
a e
SCALE: 1 501

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STROUD ENGINEERING, P-A
151A HIGHWAY 24
MOREHEAD CITY, N.028557
[phone] LICENSE NO. C�064
ter e' tie ral
H . o S' p t a
...... ....
CARTERET GENERAL
HOSPITAL
Facility Expansion
Keyplan
Professional Seat
�A CA
SE AL
iiMfP
69 70
,Y. T
'31N4Y."TURNER, PEI DATE
GINGE
Revision
GYT - 8/15/13
2013
10
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' 151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-064'
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Drawn By
20 10 0 20 40 Checked By
Project Number 1028-01-00
SCALE. 1 " - 20° Date

PAVEDRAIN
PAVERS
VARIES 6 11-1611
CLEAN NO.57
STONE(VARIES)
HEAVY DUTY GEOTEXTILE
(RECOMMEND MIRAFI RS2801
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NOTES
1. PAVE DRAIN LAYOUT AND INSTALLATION REQUIRES SHOP DRAWINGS FROM THE MANUFACTURER
2. REMOVE EXISTING PAVEMENT STRUCTURE TO SUBGRADE. ONCE REMOVED CONTACT THE SOIL
SCIENTIST TO EVALUATE THE SUBGRADE FOR CONCURRANCE WITH THE SOILS REPORT. ADDITIONAL
EXCAVATION AND BACKFILL MAY BE REQUIRED. IF IMPORT MATERIALS ARE DETERMINED TO BE
REQUIRED THEN THE IMPORTED MATERIAL SHOULD BE CLEAN. HOMOGENOUS FINE TO MEDIUM SAND.
3000 PSI
CONCRETE
'/8" RAD.
24" STANDARD CURB AND GUTTER
SCALE: NOT TO SCALE
3-600
OC '5000"'ffi "0 0&
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SUBGRADE
F'AR N(.*3N'L0T PAVING
SCALE: NOT TO SCALE
51STEEL POST
WIRE FENCE
NATURAL
GROUND
81MAX-STANDARD STRENGTH FABRIC
WITH WIRE FENCE
too
61MAX -EXTRA STRENGTH FABRIC
1
WITHOUT WIRE FENCE
8"-24"
1/2" RAD
3000 PSI
CONCRETE
18
3 !RAD.
RAD.
24" SPILL CURB AND GUTTER
SCALE: NOT TO SCALE
NOTE: OBSERVATION WELL
TO BE PLACED AT EACH
TERRACE
LOCKABLE CAP FLUSH
WITH SURFACE
PAVE DRAIN
RIGID 4"-6"DIA
PERFORATED PVC PIPE
SUBGRADE
SUBGRADE:.
OBSERVATION WELL
SCALE: NOT TO SCALE
WIRE FENCE
5'STEEL POST FILTER FABRIC
< > BACKFILL TRENCH
AND COMPACT
THOROUGHLY
NATURAL
0 000 V GROUND
PLASTIC OR
I- /DO 00 0
WIRE TIES 0
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0 jpSLOPE
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.... ...
-THE -TRENCH
-------------
FILTER
24 1 1 1 1
FABRIC CROSS SECTION
VIEW
Ii II
INSTALLATION NOTES:
1. THE BASE OF BOTH END POSTS SHOULD BE AT LEAST ONE FOOT HIGHER THAN THE MIDDLE
OF THE FENCE. CHECK WITH A LEVEL IF NECESSARY,
2. INSTALL POSTS 4 FEET APART IN CRITICAL AREAS AND 6 FEET APART ON STANDARD APPLICATIONS.
3. INSTALL POSTS 2 FEET DEEP ON THE DOWNSTREAM SIDE OF THE SILT FENCE, AND AS CLOSE
AS POSSIBLE TO THE FABRIC. ENABLING POSTS TO SUPPORT THE FABRIC FROM UPSTREAM WATER PRESSURE.
4. INSTALL POSTS WITH THE NIPPLES FACING AWAY FROM THE SILT FABRIC.
5. ATTACH THE FABRIC TO EACH POST WITH THREE TIES, ALL SPACED WITHIN THE TOP 8 INCHES OF THE
FABRIC. ATTACH EACH TIE DIAGONALLY 45 DEGREES THROUGH THE FABRIC, WITH EACH PUNCTURE AT LEAST
1 INCH VERTICALLY APART. ALSO, EACH TIE SHOULD BE POSITIONED TO HANG ON A POST NIPPLE WHEN
TIGHTENED TO PREVENT SAGGING.
6. WRAP APPROXIMATELY 6 INCHES OF FABRIC AROUND THE END POSTS AND SECURE WITH 3 TIES.
7. NO MORE THAN 24 INCHES OF A 36 INCH FABRIC IS ALLOWED ABOUVE GROUND LEVEL.
8. THE INSTALLATION SHOULD BE CHECKED AND CORRECTED FOR ANY DEVIATIONS BEFORE COMPACTION.
9. COMPACTION IS VITALLY IMPORTANT FOR EFFECTIVE RESULTS. COMPACT THE SOIL IMMEDIATELY NEXT TO THE
SILT FENCE FABRIC WITH THE FRONT WHEEL OF THE TRACTOR, SKID STEER* OR ROLLER EXERTING AT LEAST
60 POUNDS PER SQUARE INCH. COMPACT THE UPSTREAM SIDE FIRST, AND THEN EACH SIDE TWICE FOR A TOTAL
OF 4 TRIPS.
TYPICAL SILT FENCE
PAVEDRAI
UNIT
PAVE DRAIN END CAP
PERMEABLE INTERLOCKING CONCRET
SCALE: NOT TO SCALE
T KIC' T A I I C 7 1 T
DROP INLET W/
INLET PROTECTION
SCALE: NOT TO SCALE
E PAVERS
INSTALL SILT NENAH R-3246-A
FENCING AROUND FRAME, GRATE & CURB BOX
ALL CATCH BASINS (OR APPROVED EQUAL)
SPACE 61 O.C.
---------
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PIPE DIAMETERS
<
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j<
U.1 FLOW INVERT
, a.
E)",
CATCH BASIN W/
INLET PROTECTION
Fi
SCALE: NOT TO SCALE
4500 PSI 3/411 DIAMETER HOLE
CONCRETE FOR REBAR ANCHORS
DRILLED INTO APRON
DRAINAGE
ARCHES
V
L
11
8
END VIEW
CONCRETE PARKINGBUMPER DETAIL
SCALE: NOT TO SCALE
Sz
61
SIDE VIEW
18
ACTIVITIES PROHIBITED:
SANDING
RE -SEALING
RE -SURFACING
POWER WASHING
STORAGE OF MULCH OR SOIL
STORAGE OF SNOW PILES
STORAGE OF HEAVY LOADS
APPLICATION OF SALT OR DE-ICERS
PEP" ` !"`LE PAVEMENT SIGN
SCALE: NOT TO SCALE
EXISTING I
TO REMAIN
EXISTING ASPHAb
RIGHT OF WAY T
REMOVED & DRIVE
RELOCATED
t- A I Z) I I IV r- UL I— U4 Vu I
TO BE RELOCATED
EXISTINGWEST
SCALE: NOT TO SCALE
S fiWY 70W
ERN DRIVEWA
*1 t . ects
Ear Arc
Earl Architects, LLC
301 N. Main Street
Greenville, SC 29601
Co
ns
ulta
nt
/A\ STROUD ENGINEERING, P.A.
151A HIGHWAY 24
MOREHEAD CITY, N.C. 28557
[phone] LICENSE NO. C-0641
G
0
/ Carteret
e -neral
H
o s p a
0
CARTERET GENERAL
HOSPITAL
Facility Expansion
MOREHEAD CITY, NC
Keyplan
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DETAILS
US HWY 70W
Cml 2
In Charge
Drawn By
Checked By
PROPOSED WESTERN DRIVEWAY
Project Number 1028.01-00
SCALE: NOT TO SCALE
Date
SCALE: NOT TO SCALE

6' -0" 4 ` -o" ' -0 6"
6 -0 „ 4 , -0 /, 6 f --0 f,
BACK OF RAM MIN.
MOUND BACKFILL OVER
TRENCH TO ALLOW FOR
:. . �... ........:. ...... •.. � c.o
SETTLEMENT _-
\ : \ D BACKF ILL WITH SAND FROM GUTTER LINE-/. 2" a z
SELECT BACKF ILL COMPACTS
UNCLASSIFIED BACKF I LL oa /\/ / TO 95% STANDARD PROCTOR
/ / /\ IN AREA TO BE PAVED. TRENCH EXCAVATION. COMPACT _Ln
85% STANDARD PROCTOR \\ \
/ TAP r- TO 95%« MODIFIED PROCTOR
/\ /\ z w / / : :. : / ME TALL I C TRACING E I F UNDER PAVEMENT OR WITHIN
TH I N
�., _..�
.�
s /FRONTT 1 0 N
METALLIC TRACING TAPE > \ 1 ABOVE ALL PVC WATER MAINS. \/\\/\\ \\ \\ \\ \\ \\ \\ 1 FEET pF ANY PAVEMENT
z > /// // // 1 ' ABOVE 0 V E ALL PVC WATER MAINS. �/ / / '\/\/\/\/\�\/ 0
�o \\ \\ \//\/ \// SELECT BACKF ILL COMPACTED OR OTHER FOUNDATIONS f - f,
v /\/ / COMPACTED `�' \ \\ \\ TO 98% STANDARD PROCTOR. \/\\/\\/\\/ 5 0 WHERE R/W
SELECT BACKF I LL CO C ED ►� // // // /i USE HAND OPERATED EQU I PMENT w / / / / / / / I S AVAILABLE
\\ TO 98% STANDARD PROCTOR. \/\ /\,� \/\\/\\/\\/\\/\\�\\/ SLOPE WALLS TO ANGLE OFPLAN
cO /C\J / \/ USE HAND OPERATED EQUIPMENT \ /\\/ ONLY • \//\//\//\//\// / REPOSE OF SOIL OR PROVIDE
ONLY. \ \/ TRENCH BOTTOM SHALL CONSIST OF }. \\/\\/\\/\\/\\ \\ SHORING.' - 4- PER FT. SLOPE
\ \ T MATERIAL I AL 8. SHALL / / / / _ _.---,---�
/. TRENCH BOTTOM SHALL CONSIST OF /\\/ / F I RM, S ABLE E \/\/\/\/\ C *1 tects
12 1 GENERAL NOTES
\ \/ MATERIAL A 8� SHALL // / \//\/ PROVIDE UNIFORM SUPPORT THROUGHOUT \\/\\/\\/\\/ BACKF I LL USING MATERIAL ° a SLAP .° 1 . ENG I NEER MAY SPECIFY LOCATION. RAMP---Ar
\ FIRM.STABLE M I L \ \ / / / / WALKS.
PROPOSED
PR OSE F PIPE. ___ R 0 \ TH 0 I E __ N 0
ENG ___� EXISTING G
L � � WITH XIS
W E
AL
IGN I
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\ EXCAVATION \ VA IO A H XC , -NC E
. / FROM THE \ 0
PROVIDE UNIFORM SUPPORT THROUGHOUT \/ �T / \ \\ \\ \\ ° RA CHANGES FROM SIDEWALK TO RAMP
a G DE
///
/ COMPACT TO 90% ° a
2
/ / AND CO
\ \ \\ LENGTH OF PIPE. \\ /\\ \\ \\ \\ \\. cv \\/\\/\\/\ Ear
/\/\/\/\ \/ MODIFIED PROCTOR. �-- r- TO 8E A MAXIMUM OF 1 2. 1 . DISTANCE TO BE
/\//\//\//\ \/ / //�//�/� //\ a a ° GOVERNED BY
YWHERDEETHE 5' -0" LENGTH OF RAMP Earl Architects, LLC
N/\/\ �/ \` \\i\ NO. 57 STONE BEDDING FROM 3. I N CASES
MINIMUM OF 6 BELOW PIPE
TO CAN BE ACM I VED • KEEP BACK OF WALK ON 301 N. Main Street
�, �N A�'..AUNIFORM GRADE . Greenville, SC 29601
PIPE DIA. +16z TOP OF P;IPE. SECT 864 271 7555 c Boas
�,
C-0
PIPE DIA. +16"
+ Consultant
PIPE DIA. 24
HANDICAP CURB RAMP
SCALE: NOT TO SCALE
AASTROUD ENGINEERING, P.A.
151A HIGHWAY 24
HEAD CITY N.C. 28557
MORE ,
5' [phone] LICENSE N0. C-fl54
WATER PIPE TRENCH WATER PIPE TRENCH
SEWER PIPE TRENCH
-- CHAMFERED
SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE 7o VARIES*EDGE
OUTSIDE OF PAVED AREA FOR AREA TO BE PAVED
a p ° 4" SLOPE VARIES
RESULTANT THRUST AT FITTING
n 1.5" SF9.5A
j%
WATER PRESSURE NOTES
3000'PSI CONCAT 150 P.S.I. EROSION CONTROL RETE - �
TOTAL POUNDS
NORMAL
PIPE DIA
DEAD
END
900
BEND
45°
BEND
22 1 /2°
BEND
11 1 /4°
BEND
4"
2.700
3.800
2,100
1.100
530
6"
5,600
8.000
4.300
2.200
1.100
8"
9,700
13.600
7,400
3.600
1.900
10"
14,500
20,500
11,100
5,700
2,800
12"
20,500
29,000
15,700
8.000
4.000
14"
27.600
39,000
21,100
11,000
5,400
16"
35.700
50.400
27,300
14,000
7,000
18"
44,800
63.400
34,400
17,500
8,800
20"
55,000
77.800
42.100
21.500
10,800
24 "
78 , 500
111,000
11,000
60,000
31, 600
15,400
•S cf0
aC% 0 �','S>
ag,, F
�''
c'6,^ 53' e',
4r.�t f°r+
36"
172,800
274,400
132,300
67.500
33,900
42"
233,300
330,000
178.600
91,000
45,700
48"
304,000
430,000
232,700
118.600
59,800
541384.100149.000
0
TYPES OF THRUST BLOCKING
c 6 CABC
0 0
.NOTES -
TYPICAL AINTENANCE PLANN
M SECTIO
AND SEDIMENT CONTROL MEASURES SHALL BE CHECKED 1. PERSON RESPONSIBLE FOR LAND DISTURBING ACTIVITY:
1 . ALL EROS I ON A SCALE: NOT TO SCALE
® FOR STABILITY AND EFFECTIVE OPERATION FOLLOWING EVERY RUNOFF
.._ .
PRODUCING RAINFALL EVENT OR AT LEAST ONCE A WEEK. REPAIRS
CARTERET COUNTY GENERAL HOSPITAL CORPORATION NOTE. 2�a MAX CROSS SLOPE ALL SIDEWALKS
Carter.et General
REQUIRED SHALL BE COMPLETED IMMEDIATELY TO THE DIMENSION AND
3500 ARENDELL STREET
MOREHEAD CITY, NC 28557
FUNCTIONS INDICATED ON THE PLAN.
252-808-6094 _..._
2-SEDIMENT SHALL BE REMOVED FROM BEHIND THE SEDIMENT FENCING
4 WHEN T BECOMES-0«5 FEET DEEP AT THE FENCE. THE FENCE SHALL 2. BORROW ACTIVITY TO BE OBTAINED FROM A PERMITTED MINE.
CQ < w E I
5 BE REPLACED OR REPAIRED AS NECESSARY TO MAINTAIN BARRIER.
r
0 3. ANY MATERIAL REMOVED FROM THE SITE MUST BE HAULED TO CARTERET GENERAL
T" 3-ALL SEEDED AREAS SHALL BE FERTILIZED. RESEEDED AND MULCHED A PERMITTED SITE.
HOSPITAL
AS NECESSARY ACCORDING TO THE CONTRACT DOCUMENTS TO
EX. EDGE OF
ESTABLISH AND MAINTAIN A DENSE VEGETATIVE COVER. PAVEMENT
■ r
0
O
�It Expansion
o Fac ty
'� H A L �. �L
i..1 1
4 «ANY AREAS SIL.LPER THAN 30 1` .��.0 �. �
OR PERMANENT STABILIZATION WITHIN 7 CALENDAR DAYS FROM THE
o°oo o 0
Q < LAST LAND -DISTURBING ACTIVITY. ALL OTHER DISTURBED AREAS SHALL
0 0 0� � o
STABILIZATION WITHIN 1 4 CALENDAR offo��Q° o
PROVIDE TEMPORARY OR PERMANENT
..oQ � pooc�;0 0 MOREHEAD CITY, N
DAYS FROM THE LAST LAND -DISTURBING ACTIVITY.
"
543.200
294.000
14
75.30
'
'
7
o
BEARING LOAD
(LB. /SQ FT. )
1.
THRU LINE CONNECTION,
TEE
SOIL
2.
THRU LINE CONNECTION, CROSS USED AS TEE.
MUCK 0
SOFT CLAY 11000
3.
DIRECTION CHARGE,
ELBOW
SILT 1,500
SANDY SILT
4.
CHANGE LINE SIZE,
REDUCER
SAND 41000
5.
DIRECTION CHANGE,
TEE USED AS ELBOW
SANDY CLAY 69000
6.
DIRECTION CHANGE,
CROSS USED AS ELBOW
HARD CLAY 99000
7.
DIRECTION CHANGE
TO DERTERMINE THE SIZE OF A CONCRETE THRUST BLOCK,
DIVIDE
THE TOTAL BY
THE BEARING VALUES OF THE SOIL. THE QUOTIENT WILL
BE THE
,FORCE
SIZE OF THE BEARING
AREA OF THE THRUST BLOCK IN SQUARE FEET. APPROXIMATE VALUES FOR VARIOUS
TYPES OF SOIL ARE LISTED IN TABLE.
NO RESPONSIBILITY CAN BE ASSUMED FOR THE ACCURACY
OF THE
DATA IN THIS TABLE
DUE
TO THE WIDE VARIATION OF BEARING LOAD CAPABILITIES
FOR EACH SOIL TYPE
THRUST BLOCKING DETAIL.
WATER & SEWER NOTES
1« CONTRACTOR SHALL SUBMIT MATERIALS TO BE USED FOR
APPROVAL TO THE TOWN PRIOR TO WORK BEING DONE.
THE TOWN OF
2. ALL MATERIALS AND LABOR SHALL BE TO E 0
MOREHEAD CITY AND NC STATE STANDARDS.
3. ALL SEWER PIPE TO BE SDR35 AND WATER MAINS TO BE SDR21
UNLESS OTHERWISE NOTED. SEWER MAIN MATERIAL CHANGES MUST
BE MADE WITH MECHANICAL JOINT SLEEVES.
M H RING 8 COVER
FINISHED GRADE SHALL BE WATERTIGHT
WITHOUT THE USE OF
BOLTS
/-TOP OF PAVEMENT
'/A'/nvJN/nvl
--------N•J---Ji... ... M
24"
NOTES:
1.) THE DISTANCE FROM THE
TOP OF M.H. RING AND
z
COVER AND FINISHED
GRADE MAY VARY WIDELY,
J
ri
SEE PLAN.
"0" RING GASKET
w
2.) SLOPE INVERTS AT SEWER
ALL JOINTS
V)
LINE GRADE.
GROUT INSIDE 8.
•
©
3.) GROUT ALL LIFTING HOLES
OUTSIDE OF JOINT
0
AND PENETRATIONS
USING NON SHRINK
w
GROUT
TYPICAL MANHOLE
a
PIPE SIZE D
T'�il ,A^ If e
ALIGNED TO NOT BE
,,
w
LESS THAN ZA' 4'�`
LOCATED OVER PIPES
-- -...D.
a
2411-3011 5
30" 6'
MORE THAN
FLEXIBLE SLEEVES AT
ALL
POINTS OF PIPE ENTRY
WITH
DOUBLE STAINLESS STEEL
STRAPS 12"
EXTEND BASE OF
PRECAST CONCRETE
MANHOLES GREATER
CHANNELS
THAN 12 FT DEEP
1" MIN. CRUSHED AGG.
BASE
100% COMPACTION
UNDISTURBED GROUND
TYPICAL MANHOLE
SCALE: NOT TO SCALE
NCDOT #5 OR
#57 WASH STONE
(12"MIN THICK }
18"
M I N
4"MINIMUM
THICKNESS
SEED STOCKPILED MATERIAL
PER SEEDING SCHEDULE THIS SHEET
SILT FENCE AROUND
STOCK PILED MATERIAL
STOCK PILE_
SCALE: NOT TO SCALE
ROCK DOUGHNUT
-� �$
TEMPORARY INLET \ MIN
ROCK DOUGHNUT TEMPORARY I
SCALE: NOT TO SCALE
NCDOT #5 OR
#57 WASH STONE
(12"MIN THICK)
INSTALL REGULAR FLOW SILT SACK
SEDIMENT TRAP AS MANUFACTURED
BY ACF ENVIRONMENTAL OR APPROVED EQUAL)
SACK TO BE MAINTAINED AND REMAIN
IN PLACE UNTIL ASPHALT PAVEMENT
IS COMPLETED.
NLET PROTECTION
2-3 INCH WASHED
(6" THICK)
STONE CONSTRUCTION ENTRANCE_
SCALE: NOT TO SCALE
SEEDING SCHEDULE
t
SEED BED PREPARATION
LIME----------- ----------------- 2 TON /AC
10-10-10-------~----------'-------- 1,000 LBS/AC
SURFACE ROUGHENING: IF RECENT TILLAGE OP RATIONS HAVE RESULTED
IN A LOOSE SU F ACE t A,13DITIONAL ROUGHENING MAY NOT BE REQUIRED
EXCEPT TO BREAK UP LARGE CLODS. IF RAINFALL CAUSES THE SURFACE
TO BECOME SEALED OR CRUSTED, LOOSEN IT JUST PRIOR TO SEEDING BY
DISKING, RAKING OR HARROWING. GROOVE OR FURROW SLOPES STEEPER
THAN 3:1 ON THE CONTOUR BEFORE SEEDING.
f
TEMPORARY SEEDING MIXTURE
(DECEMBER 1-APR,IIr 15 )
RYE (GRAIN) --------------------- 120 LBS/AC
KOBE LESPEDEZA (SCARIFIED) --- 50 LBS/AC
(OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT
TO EXTEND BEYOND JUNE) i
( APR I L 15 -AUGUST.-15)
GERMAN MILLET---------------- 40 LBS/AC
(AUGUST 15- DEC MBER 30)
RYE (GRAIN)---------------------- 25 LBS/AC
(IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15,
OVERSEED WITH 50LB/AC KOBE.)
PERMANENT SEEDING MIXTURE
TALL FESCUE---- ---------------- 60 LBS/AC
PENSACOLA BAHIAG�ASS------------- 50 LBS/AC
SERICEA LESPEDEZA---------------- 30 LBS/AC
KOBE LESPEDEZA------------------- 10 LBS/AC
1. FROM SEPTEMBER 1 - MARCH 19 USE UNSCARIFIED SERICEA SEED
2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE
TO 30 LBS/AC
3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND
INCREASE KOBE TO 40 LBS/AC.
A. BETWEEN APRIL 15 AND AUGUST 15, ADD 10 LB/AC GERMAN MILLET
OR 15 LB/AC SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG 15, ADD
25 LB/AC RYE (GRAIN).
PERMANENT SEEDING MIXTURE (SWALES & DITCHES)
{
MULCHING
STRAW(WHEAT, OATS, BARLEY,RYE)----- 1-2 TONS/AC (AFTER SEEDING)
(STRAW QUALITY SHALL BE DRY, UNCHOPPED & UNWEATHERED)
ASPHALT TACK-----------------------200 GAL./TON OF MULCH
1. APPLY 4000 LB/AC STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING -OR
A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED
AS A MULCH ANCHORING TOOL.
2. A CHANNEL LINING MATERIAL (SEE DETAIL BELOW) SHALL COVER THE BOTTOM OF
SWALES & DITCHES. THE LINING SHALL EXTEND ABOVE THE HIGHEST DEPTH OF FLOW
WITHIN GIVEN CHANNEL. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT APPLY STRAW
AS PREVIOUSLY INSTRUCTED.
MAINTENANCE
IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR
WITH 500 LB/AC 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED
FROM THE MIXTURE. RESEED, FERTILIZE AND MULCH DAMAGED AREAS IMMEDIATELY.
Keyplan
Professional Seal
CARO
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4. q
a SEAL
® : 36970
S$� ,�„? gg 7 P
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GINGER Y. TURNER, U PE, DATE
Revision
1 - GYT - 8/ 15/ 13
2 - GYT - 8/20/ 13
u
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DETAILS
C�l 3
In Charge
Drawn By
Checked By
Project Number 1028.01.00
Date

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Narrative C E VE
Stormwater Management Plan i AUG Z 6 101I
Erosion & Sedimentation Control Plan
Carteret General Hospital BY.
August 15, 2013
Revised: August 20, 2013 ��'�,e�N CAq�'4,
Owner: ��. q. •......., 0.
•' ESS/ ' �ti p.•
Carteret General Hospital
Richard A. Brvenik, President ; SEAL
3500 Arendell Street 36970
Morehead City, NC 28557 , •
Q
[phone]
Y. �v
Engineer: Stroud Engineering, P.A.
151-A Hwy 24
Morehead City, NC 28557
I. General Information
Carteret General Hospital is proposing another major addition to the existing hospital, located in
Morehead City, Carteret County. The site is located between Highway 70 W and Bridges Streets,
west of 35t' Street and is 17.05+/- acres. The project will encompass an expansion as well as parking
adjustments to accommodate the additional parking required for the building addition. Plans for an
expansion in 2001 were submitted and approved for a stormwater permit (SW8 010220)which
included the installation of three infiltration trench systems and an infiltration basin. In 2011 plans
were submitted and approved for the Medical Office tract (SW8 111202) adjacent west of the
hospital. The owner would like to request that permit SW8 111202 permit be rescinded since the
improvements that were proposed are no longer being constructed. This modification will now
incorporate the entire acreage of the Carteret General Hospital Campus south of Bridges street,
including the Medical Office tract.
II. Stormwater Information
The site drains ultimately south and eventually to Bogue Sound, Class SA. Under the current
permit, the stormwater for the 2001 expansion, prior to leaving the site, treats the first one and one-
half inch of rainfall by the infiltration basin and piped infiltration trenches.
The location of the newest addition conflicts with the existing piped infiltration trench systems.
Systems 1, 2 and 3 must to be removed in their elsewhere on the site.
The site has been broken into two Drainage areas with 1 being. the Main Hospital campus and the
other existing of the remaining acreage west of the main tract. The existing impervious within DA 1
(606,964 square feet) is 405,772 square feet and 96,918 square feet will be removed during
demolition. The proposed additions and parking areas total 108,885 square feet resulting in a net
increase of 11,967 square feet.
The existing permit requires treatment for 58,385 square feet of impervious from the 2001
hospital expansion. The BUA within the drainage area for the infiltration basin has remained the
same and the basin remains as permitted, treating 43,644 square feet. Existing drainage areas 1-3
with proposed modifications will total 14,114 square feet which must be treated elsewhere on the

,r
Carteret General Hospital
Page 2
tract within Drainage Area 1. The site proposes that this area be treated within the pervious pavement
area designate as 1-A. Approximately 19,000 square feet of the existing parking north of the
proposed pervious avers drains to this BMP. This decreases the net effective BUA to 4,859 square
feet less than the Pre-1988 im ervious.
DA 2 (132,949 square feet) had a total of 72,474 square feet of Pre-1988 impervious. Of this
existing impervious 22,276 square feet have been removed from the tracts. This drainage area is
proposing a parking lot to maintain the required parking for the facility.
III. Erosion and Sedimentation Control Plan
The following measures are proposed for the site. If it becomes evident that additional erosion
and sedimentation control measures are needed, they shall be installed immediately. It is intended that
all grading and excavation activities within, a certain area will be protected as soon as that activity is
complete.
1. Sediment Fence — Sediment fence will be utilized as necessary in locations as shown on
plans or as deemed necessary by the engineer to insure that off -site sedimentation is
controlled.
2. Seeding — Soil stabilization shall be achieved on any area of the site where land -
disturbing activities have temporarily or permanently ceased according to the following
schedule:
a. Any areas steeper than 3:1 slope shall be provided temporary or permanent
stabilization within 7 calendar days from the last land -disturbing activity.
b. All other disturbed areas shall provide temporary or permanent stabilization
within 14 calendar days from the last land -disturbing activity.
3. Stone Construction Entrance — Stone construction entrance will be used to reduce
transport of sediment off site.
The site has been broken up into seven phases (See the attached Construction Sequence), with
each phase having close to one acre or less of land disturbance. The construction sequence requires
that each phase must be stabilized prior to the start of the next phase. The new parking at the front
entrance circle drive (Phase 1) and the employee parking lot (Phase 2) to the west of this new parking
propose an excavation with no fill within the area allowing for very little to no movement of sediment
from the area disturbed.
4. Maintenance Plan
1. All erosion and sediment control measures shall be checked for stability and effective
operations following every runoff producing rainfall event or at least once per week.
Repairs required shall be completed immediately to the dimension and functions
indicated on the plans.
2. Sediment shall be removed from behind the sediment fencing when it becomes 0.5 feet
deep at the fence. The fence shall be replaced or repaired as necessary to maintain a
barrier.
3. All seeded areas shall be fertilized, seeded and mulched within 14 calendar days of
disturbance. Disturbed areas shall be fertilized, reseeded and mulched as necessary
according to the Contract documents to establish and maintain a dense vegetative cover.

CARTERET GENERAL HOSPITAL CONSTRUCTION SEQUENCE
PHASE 1- PARKING AT FRONT ENTRANCE CIRCLE DRIVE AND HALF OF NEW PARKING LOCATED SOUTH
OF EXISTING VISITING PARKING (TOTAL LAND DISTURBANCE 0.80 ACRESI
1. REMOVE AND/OR RELOCATE ANY EXISTING OBSTRUCTIONS.
2. COORDINATE RELOCATION OF ANY EXISTING UTILITIES.
3. CONTACT SOIL SCIENTIST ONCE V-1.5' OF EXISTING TURF GRASS & HISTORICAL FILL MATERIAL HAS
BEEN REMOVED FROM WITHIN THE AREA PROPOSED FOR PERVIOUS PAVEMENT (ALLOWING FOR
INTIMATE CONTACT WITH THE EXISTING SANDY SUBSOIL). BACKFILLING OF CLEAN HOMOGENOUS FINE
TO MEDIUM SAND MAYBE REQUIRED. PRIOR TO FILLING, SCARIFY THE SURFACE THEN FILL AND
ROUGH GRADE THE SITE
4. ROUGH GRADE THE PARKING AREAS. TERRACE THE SUBGRADE AT THE LOCATION TO RECEIVE
PERVIOUS PAVERS SO THAT NO PORTION OF THE IS GREATER THAN 0.5%.
5. SEED AND MULCH ALL AREAS OF DISTURBANCE NOT TO BE PAVED WITHIN 14 DAYS OF LAND
DISTURBANCE.
6. FINE GRADE PARKING AREA, CONSTRUCT CURB AND GUTTER, PLACE STONE BASE COURSE.
7. PAVE PARKING LOT AND INSTALL PAVE DRAIN PER THE MANUFACTURERS RECOMMENDATIONS.
8. SEED AND MULCH ALL REMAINING DISTURBED AREAS. PHASE 1 MUST BE STABILIZED PRIOR TO
BEGINNING PHASE 2.
PHASE 2 - EMPLOYEE PARKING (TOTAL LAND DISTURBANCE 0.73 ACRES)
1. REMOVE AND/OR RELOCATE ANY EXISTING OBSTRUCTIONS.
2. COORDINATE RELOCATION OF ANY EXISTING UTILITIES.
3. EXCAVATE EXISTING ASPHALT AND STONE BASE.
4. CONTACT SOIL SCIENTIST ONCE V-1.5' OF EXISTING ASPHALT/STONE & HISTORICAL FILL MATERIAL
HAS BEEN REMOVED (ALLOWING FOR INTIMATE CONTACT WITH THE EXISTING SANDY SUBSOIL).
BACKFILLING OF CLEAN HOMOGENOUS FINE TO MEDIUM SAND MAY BE REQUIRED. PRIOR TO FILLING,
SCARIFY THE SURFACE THEN ROUGH GRADE THE SITE
5. INSTALL INLET PROTECTION FOR EACH DROP INLETAND CATCH BASIN WITHIN THE AREA DISTURBED.
6. TERRACE THE SUBGRADE AT THE LOCATION TO RECEIVE PERVIOUS PAVERS SO THAT NO PORTION OF
THE IS GREATER THAN 0.5%.
7. FINE GRADE PARKING AREA AND PLACE STONE BASE COURSE.
8. INSTALL PAVE DRAIN PER THE MANUFACT URERS RECOMMENDATIONS.
9. PHASE 2 MUST BE STABILIZED PRIOR TO BEGINNING PHASE 3.
PHASE 3 -PAVILION BUILDING
PHASE 3 AND 3A TOTAL LAND DISTURBANCE 1.15 ACRES
PHASE 3 AND 313 TOTAL LAND DISTURBANCE 1.07 ACRES
1. REMOVE EXISTING PARKING AS SHOWN ON THE DEMOLITION PLAN AND/OR RELOCATE ANY EXISTING
OBSTRUCTIONS.
2. COORDINATE RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES AND STORMDRAIN PIPING.
3. ONCE DEMOLITION IS COMPLETED WITHIN THE PHASE, THE PARKING LOT FOR THE EMERGENCY
ROOM (PHASE 3A-0.24 ACRES) AND AREAS NOT WITHIN THE PAVILION FOOT PRINT MUST BE RE-
ESTABLISHED AND STABILIZED PRIOR TO BEGINNING CONSTRUCTION OF THE PAVILION.

4. INSTALL GRAVEL CONSTRUCTION ENTRANCE & SILT FENCING AT SPECIFIED LOCATIONS TO PREVENT
SEDIMENT FROM LEAVING THE SITE.
5. INSTALL INLET PROTECTION FOR EACH DROP INLET WITHIN THE AREA DISTURBED.
6. INSTALL PROPOSED DOMESTIC AND FIRE WATER LINES.
7. FINE GRADE PARKING AREA, CONSTRUCT CURB AND GUTTER, PLACE STONE BASE COURSE WITHIN
THE EMERGENCY ROOM PARKING LOT.
8. ONCE PARKING LOT AND AREAS NOTTO BE PAVED HAVE BEEN STABILIZED, CONSTRUCTION OF THE
PAVILION MAY COMMENCE.
9. SEED AND MULCH ALL REMAINING DISTURBED AREAS.
10. PHASE 3 MUST BE STABILIZED PRIOR TO BEGINNING PHASE 4.
PHASE 4 - PAVILION PARKING AND ACCESS (TOTAL LAND DISTURBANCE 1.01 ACRES)
1. REMOVE EXISTING PARKING AS SHOWN ON THE DEMOLITION PLAN AND/OR RELOCATE ANY EXISTING
OBSTRUCTIONS.
2. COORDINATE RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES AND STORMDRAIN PIPING.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE & SILT FENCING AT SPECIFIED LOCATIONS TO PREVENT
SEDIMENT FROM LEAVING THE SITE.
4. RELOCATE EXISTING WATERLINE.
5. ROUGH GRADE PARKING LOT AND DRIVE FOR PAVILION.
6. FINE GRADE PARKING AREA, CONSTRUCT CURB AND GUTTER, PLACE STONE BASE COURSE.
7. PAVE AREAS AS DIRECTED BY THE ARCHITECT.
8. SEED AND MULCH ALL REMAINING DISTURBED AREAS.
9. PHASE 4 MUST BE STABILIZED PRIOR TO BEGINNING PHASE 5.
PHASE 5 - PAVILION SEWER EXTENSION AND REMAINING HALF OF NEW PARKING LOCATED SOUTH OF
EXISTING VISITING PARKING (TOTAL LAND DISTURBANCE 0.50 ACRES)
1.000RDINATE RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES
2. INSTALL SILT FENCING AT SPECIFIED LOCATIONS TO PREVENT SEDIMENT FROM LEAVING THE SITE.
3. SAW CUT EXISTING ASPHALT AT ENTRANCE AND AT PARKING LOT CROSSINGS.
4. CONSTRUCT SEWER LINE EXTENSION.
5. ROUGH GRADE PARKING LOT AND DRIVES.
6. FINE GRADE PARKING AREA, CONSTRUCT CURB AND GUTTER, PLACE STONE BASE COURSE.
7. PAVE AREAS AS DIRECTED BY THE ARCHITECT, INCLUDING PATCHES FOR SEWER INSTALLATION.
8. SEED AND MULCH ALL REMAINING DISTURBED AREAS.
8. PHASE 5 MUST BE STABILIZED PRIOR TO BEGINNING PHASE 6.
PHASE 6 - CENTRAL ENERGY PLANT AND NEW ENTRANCE ALIGNMENT TO HIGHWAY 70 (TOTAL LAND
DISTURBANCE 0.52 ACRES)
1. REMOVE EXISTING PARKING, BUILDING AND OTHER OBSTRUCTIONS AS SHOWN ON THE DEMOLITION
PLAN AND/OR RELOCATE ANY EXISTING OBSTRUCTIONS. COORDINATE THE WITH ARCHITECT AND
HOSPITAL.
2. COORDINATE RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES AND STORMDRAIN PIPING.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE & SILT FENCING AT SPECIFIED LOCATIONS TO PREVENT
SEDIMENT FROM LEAVING THE SITE.
4. ROUGH GRADE DRIVE FOR THE NEW ALIGNMENT.

5. BEGIN CONSTRUCTION OF CENTRAL ENERGY PLANT.
6. FINE GRADE DRIVE, CONSTRUCT CURB AND GUTTER, PLACE STONE BASE COURSE.
7. PAVE AREAS AS DIRECTED BY THE ARCHITECT.
S. SEED AND MULCH ALL REMAINING DISTURBED AREAS.
9. PHASE 6 MUST BE STABILIZED PRIOR TO BEGINNING PHASE 7.
PHASE 7 - CATH LAB AND WEST CAMPUS PARKING LOT (TOTAL LAND DISTURBANCE 0.43 ACRES)
1. REMOVE EXISTING PARKING AND OTHER OBSTRUCTIONS AS SHOWN ON THE DEMOLITION PLAN
AND/OR RELOCATE ANY EXISTING OBSTRUCTIONS. COORDINATE WITH THE ARCHITECT AND HOSPITAL.
2. COORDINATE RELOCATION OR REMOVAL OF ANY EXISTING UTILITIES AND STORMDRAIN PIPING.
3. INSTALL GRAVEL CONSTRUCTION ENTRANCE & SILT FENCING AT SPECIFIED LOCATIONS TO PREVENT
SEDIMENT FROM LEAVING THE SITE.
4. INSTALL INLET PROTECTION FOR EACH DROP INLET OR CATCH BASIN WITHIN THE AREA DISTURBED.
5. ROUGH GRADE PARKING AREAS.
6. BEGIN. CONSTRUCTION OF THE CATH LAB
7. FINE GRADE DRIVE, CONSTRUCT CURB AND GUTTER, PLACE STONE BASE COURSE.
S. PAVE AREAS WITH SURFACE COURSE AS DIRECTED BY THE ARCHITECT.
9. SEED AND MULCH ALL REMAINING DISTURBED AREAS.

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
C-0647
Tract Area = 742912.44 SF
Existing % Impervious = 56.52%
Main Campus
Drainage Area = 609964 SF
Main Campus Hospital
SHEETNO. /�yQ���j�
I _ OF, 5
CALCULATED BY (5 l T- DATE ��'y
CHECKED BY
SCALE
Total Existing Impervious= 405772 SF
Total Existing Impervious Treated = 58385 SF
Pre 1988 Impervious = 347387 SF
Existing % Impervious = 66.52910
Impervious Demolished
Near Pavilion =
Near Energy Plant=
Near Cath Lab =
Western Parking Lot =
Total =
Impervious Proposed
Buildings =
Parking =
Pervious Parking =
Pervious Parking Upgrade =
Sidewalks/Concrete =
Total =
Total Impervious =
54363 SF
4583 SF
6472 SF
32639 SF
98057 SF
ECEIVF
AUG 2 6 2013
BY:
51691 SF
43084 SF
18769 SF(Not included 100% treating itself)
31500 SF(Not included 100%treating itself)
4817
112159 SF(includes 25% of total pervious pavement proposed)
419874 SF(includes 25% of total pervious pavement proposed)
Additional Impervious Proposed = 14102 SF(Total Impervious -Total Existing Impervious)

STROUD ENGINEERING, P.A.
Hestron Plaza Two
151 A Hwy. 24
MOREHEAD CITY, NC 28557
[phone]
C-0647
---------Proposed-%Impervious=--- -
Impervious treated by Infiltration Basin =
Impervious Credit for Pervious Pavement Treating Itself =
Impervious remaining within EX DA1, 2 and 3 =
Net Effective BUA with Existing Treatment =
Proposed Treated % Impervious =
Remaining Impervious to treat=
Existing parking lot treated by pavers =
Net Effective BUA =
West Campus
Drainage Area =
West Cam pus
Total
Total Existing Impervious =
Existing % Impervious =
.oBNoofiCr C dxX
SHEET NO. OF
C-
CALCULATED BY 1 u ! DATE GeVRIZ2,113
CHECKED BY
SCALE
68.84% — — ----- --
43644 SF
12567 SF(25% of total pervious pavement proposed)
DATE
14
e Segt 7P'
14117 SF
° 3697 e
°
363663SF(TotalImpervious - Impervious treated)
o
59.62%
roc
,9 Y.
16276 SF(Pre 1988 Impervious - Net Effective BUA with Ex "" Tu�'°°�
f0�9
19000 5F
344663 SF(2,724 SF less than Pre-1988 Impervious)
OI
132949 SF
Ex. Buildings
Ex. Asphalt
Ex. Gravel
Ex. Concrete
892
2094
1283
56
996
496
1062
241
2305
34305
9062
20
759
680
450
473
268
738
2315
84
8829
441
85
857
3684
20133
37575
11857
2910
Existing Impervious to be Removed
Totals
72475 SF(Pre 1988 Impervious)
54.51%
Ex. Buildings
Ex. Asphalt
Ex. Gravel
Ex. Concrete
892
2094
1283
56
996
1062
241
2305
9512
20
759
473
268
2315
7535
2094
11857
790
Total Existing Impervious to be Removed 22276 SF
Impervious Proposed
Parking=
6169 SF
Future Misc=
16107 SF
Total Impervious =
72475 SF
Proposed % Impervious =
54.51%
Total Main & West Campus
Total Proposed Impervious = 134435 SF
Total Existing Impervious = 357914 SF
Total Impervious = 492349 SF

STROUD ENGINEERING, P.A.
151-A Hwy 24
MORHEAD CITY, NORTH CAROLINA 28557
FEIN 56-1593304
License # C 0647
[phone]
JOB
SHEET NO. OF �r
CALCULATED BY �. DATE V a 1
CHECKED 8Y DATE
rnaoucrwa.1(""2*1(POOm I

STROUD ENGINEERING, P.A.
151-A Hwy 24
MORHEAD CITY, NORTH CAROLINA 28557
FEIN 56-1593304
License # C 0647
[phone]
ina
SHEET NO. LA OF Q ,
CALCULATED BY `� �DATE V I5
CHECKED BY DATE
crni F

STROUD ENGINEERING, P.A.
151-A Hwy 24
MORHEAD CITY, NORTH CAROLINA 28557
FEIN 56-1593304
License # C 0647
[phone]
........................... ....... ..... ............ .
............. ........... ....... ..... .
SHEET NO. - � - OF
CALCULATED BY DATE '01
CHECKED BY DATE
SCALE - %11; �l 1;t zo
'ri-j
............. .. ... ... ...

STROUD ENGINEERING, P.A. joB 1W112a
151-A Hwy 24 SHEET NO.
OF
MORHEAD CITY, NORTH CAROLINA 28557
FEIN 56.1593304 CALCULATED BY DATE t
License 0 C 0647
[phone] CHECKED BY DATE
qCALP
............. . ... ........... . .... -
........... . ........... ........ ...
.............

I'M��.
AND
Environnientoi
Consultants
DATE: August S. 2013
SUBJECT: Addendum to the land Management Group, Inc initial report of March 18, 2013 and evaluation of
the Carteret General Hospital Tract Southem Portion (-8 acres) to determine specific site
characteristics for usability with stormwater infiltration treatment systems. Tract located NW of
Arendell Street and N 35 Street intersection. Morehead City west area, Morehead Township,
Carteret County, North Carolina. PIN# 637614423756000
TO: Carteret General Hospital
c/o Mr. Ron Cultipher, PE
Stroud Engineering, PA
151-A NC Hwy 24 W, Hestron Plaza II -A
Morehead City, NC 28557
[phone] Eo)
The land and soils within the Carteret General Hospital Tract Southern Portion (M8 acres) were re-evaluated within
the proposed permeable pavement areas for stormwater treatment usage according to NCDENR-DWQ
"Stormwater Management" rules and reputations (NCAC 15-21-1-1000 and NC Session Law 2008-211) and
NCDWQ Best Management Practice Manual (BMP). This report is an addendum to Land Management Group,
Inc's report of March 18, 2013. The BMP Chapter 10 for permeable pavement requires quantitative site
assessments to be completed in addition to qualitative soil evaluations. This addendum should fulfill these
additional NCDWQ-BMP site and soil evaluation requirements.
The attached revised land & soils map (August - 2013) shows the areas evaluated (see attached map). Portions of
the tract are historically developed (-40%), thus soil evaluations were limited to accessible areas without existing
impervious surfaces and with soil lines extrapolated within these areas based upon the Stroud Engineering
topographic maps. These areas should be spot checked for confirmation after the impervious materials are
removed and before usage. Soil borings were qualitatively evaluated and described (see map 'black' and "blue"
dots). Detailed soil descriptions can be provided upon request. The approximate soil boring locations are also
shown on the attached map.
As previously reported the site consists of sandy soil types with minor surface disturbances or fill within the upper
—12 inch depth. These soils range from moderately well drained to well drained. Soil types found are similar to the
Wanda. Conetoe, Echaw, Leon -dry -phase, and Mandarin soil series. All of these soil types have thick sand to
loamy sand textures to +60" depths, based upon qualitative field textural evaluations. Possible soft, non-restrictive,
spodic horizons may occur at lower depths within soil types located at approximate elevations of less than 23 ft
within the tract (see Stroud Topo map). All of the soil textures and types found should be classified into "Hydrologic
Soil Group As according to MRCS TR-55 Fart 630 Chap-7 guidelines, or DWQ BMP Chapter-10 section-18 Table
18.
Saturated hydraulic conductivity was representatively sampled within the area using the constant head
permeameter method (see map "blue° dots). These hydraulic conductivity tests were conducted within unsaturated
soil horizons of representative soil types, soil horizons.. and then calculated using Glover's equation (see attached).
As expected, within these loose, sandy sediments many of the tests exceeded the capability of the constant head
permeameter (4.0 inthr) due to the soil's inherently high conductivity rates. A summary of the MW ' ity
test results are: Edt=K
AM,a 6 7013
www.lmgroup.net FaF3if:
^firs Wrichtsviile Ave., Suite 15 Wilmington, i•-K; 'F 40"'31 I" O. �1x }!�� :?. ?.�'ipp��� -` ,. � g�, SIC 26402

BORING #
SOIL HORIZON
DEPTH �
Ksat in/hr)
1-A
E
12-19"
+4.00
1-B v
Bh
25-32"
3.20
3-A --
Bh/C
16-23"
— +4.00
3-B ^ _
Bh/C _
26-33"
— -- +4.00
7
C
26-33"
+4.00
15
RE
23-30"
+4.00
18-A _
-- E
22-29"
+4.00 —
18-B
BhirBh
53-60"
3.39
22-A
E
23-40"
+4.00
22-B
Bh
42-49
3.76
Constant head hydraulic conductivity testing shows the sandy soil horizons to have rapid conductivity rates that
exceed the constant head permeameter's capability to measure. Typical saturated hydraulic conductivity rates for
these types of loose, sandy sediments are +10 to 20 in/hr and higher, and as published by NRCS soil survey.
Where spodic horizons (Bh Bhir) were occasionally encountered and tested the saturated hydraulic conductivity
ranged from 3.20 to +4.00 in/hr which shows these horizons to be non-restrictive, with moderately rapid to rapid
conductivity. The representative hydraulic conductivity measurements are relatively uniform and should exceed the
requirements for "Hydrologic Soil Group A" as determined by DWO BMP Chapter-10 section-18 and NRCS Part
630 Chap-7.
The depth to seasonal high water table is inferred by redoximorphic (wetness) soil indicators, which reflect the level
of soil saturation for +1 - 2 week time periods. The general location and depth to seasonal high water table
indicators, from present ground surface, are shown on the attached map for each soil grouping found (see map).
Seasonal water table levels are likely lower, as much of this area has been hydrologically modified through
historical drainage improvements and surface diversions. The soil types found are moderately well drained to well
drained, with seasonal high water table indicators ranging from +24 inch depths at lower elevations (<23 ft), to 60
inch depths at higher elevations (>26 ft). Depth to seasonal high water table indicators correlated to the Stroud
topographic map as follows:
Soil
Estimated
Approximate
Approximate
Grouping
Depths to SHWT
Ground Elevations
SHWT Elevation
in I ft
ft
(ft
Brown
24 — 30 in
2.0-2.5ft
21.5-22.5ft
19.5-20.0ft
Orange
30 — 36 in
2.5-3.0ft
22.0-23.6ft
19.5-20.0ft
Yellow
36 — 48 in�
3.0-4.0ft
22.5-23.5ft
19.5-20.5ft
-�
_
Green ^^
48 — 60 in
4.0-5.0ft
24.5-27.5ft
20.0-<23.5ft
The representative seasonal high water table depths are relatively predictable and should exceed the requirements
for "Hydrologic Soil Group A" as determined by DWO BMP Chapter-10 section-18 and NRCS Part 630 Chap-7.
page-10) since there is good correlation between the soil grin o0MLygtions and the Stroud surveyed elevations,

The sites proposed for permeable pavement infiltration appear to meet the criteria for Hydrologic Soil Group A
according to MRCS TR-55 Part 630 Chap-7 guidelines, and DWQ BMP Chapter-10 section-18. As previously
reported the main site limitation is depth to seasonal high water table. If the proposed design and construction
maintains the hntt m of the inflWWinn hasp and annrpnntps at nr ahnvp —21 A -- 99 n ft RrpvatGnnc Mtrnied tnnn
map and the she's roold hyd!Alfic. condugIftrate it is 'ustifia a for a 1 foot se_ggratlon to be utilized,i could
allow the bottom of the infiltration base to be at or above elevations of 20.5 — 21.0 ft.
it is also recommended to fully excavate and remove all existing turf grass vegetation, andlor ham' fill materials
within the present upper 1 — 1.5 foot surface materials to allow Intimate contact with the natural sandy subsoil
mIf backfill materials are !Mguired within the stqrrnMMLer n ion are i materials s ould
be dean, homogenous fine to medium sand soil materials to the finished grade. Prevent compaction to the bottom
or sides of the stormwater system infilration area, or to any Imported AN from heavy mechanized agKdies EM
landscaping around the desig,gg¢ stQrmWjer treatment area should promote ggA'r 'fie drainage -away from the
stormwater MOrafion site.
A recommended long-term, design rate for stormwater infiltration rate is -50% of the measured or estimated
conductivity rate to allow for partial dogging and/or biodogging. Based upon the conductivity tpArta. -a reasonable
long-term design rate for stormwater infiltration is +3 0 — 4.0 in/hr at elevations <23 ft (Stroud topo map) and 4,0 —
5.0 inlhr at elevations >23 ft.
Additional soil / site testing is typically required by NCDWQ for final concurrence after the stormwater infiltration
area has been prepared and just prior to system construction. if there are any questions or need for clarifications
please contact Our office- s.
Larry F. Baldwin. CPSS/Sc LBaldwin ec.rr•.corn
[phone] [m[
Law,'; Mc3ri; go—im,,M \]I i.. , �• ^''
AOq

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2

GLOVER SOLUTION (when s > 2H)
Ksat = CQ/201-1;
2.330112993
C = sinh-'(H/r)
- ((r/H)2 + 1)2 + r/H
1.019109505
C =
1.50743206
0.196428571
CCHP Numbers
Enter to "B' col.
(Cm) (inches)
(Cm)
H =
17.7800
17.78
r =
3.4925
3.49
(cm3/min) (cm/min)
(Cm3/min)
Q =
pick El I or El
945.00 Q x 105 flaw
180.00 Q x 20 flag
K =
0.71718 cm/min
K =
16.94118 in/hr
K =
8.47059 Way
TEST MA Carteret Hospital 12 -19" E horizon
GLOVER SOLUTION (when s > 2H)
Ksat = CQ/2piW
2.330112993
C = sink"'(H/O - [(r/H)2 + If + r/H
1.019109505
C = 1.50743206
0.196428571
CCHP Numbers
Enter to B" W.
(CM) (inches)
(crn)
H = 17.7800
17.78
r = 3.4925
3.49
(WO/min) (cm/min)
(Cm3/min)
Q = pick E1 t or :E12
178.50 Q x 105 flow
34.00 Q x 20 flaw
K = 0.13547 cm/min
K = 3.20000 in/hr
K = 1.60000 May
TEST #1 B Carterd Hospital 25 - 32" Bh horizon

GLOVER SOLUTION (when s > 2H)
Ksat = CQ/2piW
2.330112993
C = sink-'(H/r)
- [(r./H)2 + if + n/H
1.019109505
C =
1.50743206
0,196428571
CCHP Numbers
Enter to "B` col.
(cm) (inches)
(cm)
H =
17.7800
17.78
r
3.4925
3.49
(cm'/min) (cm/min)
(ce/Irvin)
Q =
pick Ell or E12
1575.00 Q x 105 flow
300.00 Q x 20 flow
K =
1.19529 Cm/min
K =
28.23530 in/hr
K =
14.11785 fi/day
TEST MA Carteret Hospital 16 - 23" Sh/C horizon
GLOVER SOLUTION (fin s > 2H)
Ksat = CQ/2piH2
2.330112993
C = sinh"(H/r)
- [(rrH)2 + 1f + r/H
1.019109505
C =
1.50743206
0.196428571
CCHP Nuns m
Enter to "B" col.
(CM) (inches)
(Cm)
H =
17.7800
17.78
r =
3.4925
3.49
(Cm3/min) (cm/min)
(cm3/min)
Q =
pick E11 or E12
609.00 Q x 105 flow
116.00 Q x 20 flow
K =
0.46218 cm/min
K =
10.91765 in/hr
K =
5.45883 ff/day
TEST 93B Carteret hospital 26 - 33" Bh/C horizon

GLOVER SOLUTION (when s > 2H)
Ksat = CQ/2piH2
C = sinh-' (H/r) - [(r/H)2 + 112 + r/H
C = 1.50743206
CCHP Numbers
(cm) (inches)
H = 17.7800
r = 3.4925
(cm 3/min) (cm/min)
Q = pick El or El
K = 0.95624 cm/min
K = 22.58824 in/hr
K = 11.29412 Way
TEST #7 Carteret Hospital 26 - 33" C horizon
GLOVER SOLUTION (when s > 2H)
Ksat = CQ/2piH2
C = sinh-' (H/r) - [(r/H)`'' + 112 + r/H
C =
1.50743206
CCHP Numbers
(cm) (inches)
H =
17.7800
r =
3.4925
(cm3/min) (cm/min)
Q =
*k Ell or E12
K =
0.47812 cm/min
K =
11.29412 in/hr
K =
5.64706 ft/day
TEST #15 Carteret Hospital 23 - 30" FIE horizon
2.330112993
1.019109505
0.196428571
Enter to "B" col.
(cm)
17.78
3.49
(cm3/min)
1260.00 Q x 105 flow
240.00 Q x 20 flow
2.330112993
1.019109505
0.196428571
Enter to "B" col.
(cm)
17.78
3.49
(cm3/min)
630.00 Q x 105 flow
120.00 Q x 20 flow

GLOVER SOLUTION (when s > 2H)
Ksat = CQ/2piW
C = sinh-'(H/r) - [(r/H)2 + If + r/+,-E
C = 1.50743206
CCHP pigs
(Cm) tnctles}
H = 17.7800
r = 3.4925
(cm3/min) (cm/min)
Q = pfi* El or E12
K = 0.95624 cm/min
K = 22.58824 in/hr
K = 11.29412 Way
TEST #18A Carteret Hospital 22 - 29" E horizon
GLOVER SOLUTION (when s > 2H)
KW = CQ/2piH'
C = sinh"(H/r) - [(rCH)z + If + r/H
C = 1.50743206
(Ci'n)
H 17.7800
r = 3.4925
(Cm3/min)
Q =
pick Ell or E12
K =
0.14344 cm/min
K =
3.38824 in/hr
K =
1.6941211/day
CCHP Numbers
(inches)
(Cm/rain)
2,330112993
1.019109505
0.196428571
Enter to "B" col.
(c )
17.78
3.49
(cm3/min)
1250.00 Q x 105 flow
240.00 Q x 20 flow
2.330112993
1.019109505
0.196428571
Enter to "8" cat.
(Cm)
17.78
3.49
(Cm3/min)
189.00 Q x 105 flow
36.00 Q x 20 flow
TEST #185 Carteret Hospital 53.60" Shir/Bh horizon

GLOVER SOLUTION (when s > 21-1)
Ksat = CQ/201-12
2.330112993
C = sinh-'(H/r)
- [(r/H)` + 1]'+ r/H
1.019109505
C =
1.50743206
0.196428571
CCHP Numbers
Enter to "B" col.
(cm) (inches)
(Cm)
H =
17.7800
17.78
r =
3.4925
3.49
(cm3/min) (cm/min)
(cm/min)
Q =
pick El or El
945.00 Q x 105 flow
180.00 Q x 20 flow
K =
0.71718 cm/min
K =
16,94118 in/hr
K =
8,47059 Way
TEST #22A Carteret Hospital 23 - 30" E horizon
GLOVER SOLUTION (when s > 2H)
Kset = CQ/2piW
2.330112993
C = sinh`'
(H/r) - [(r/H)2 + 1 ]2 + r/H
1.019109505
C =
1.50743206
0.196428571
CCHP Numbers
Enter to"Er coi.
(cm) (inches)
(Cm)
H =
17.7800
17.78
r =
3.4925
3.49
(cm3/min) (cm/min)
(cm3/min)
Q =
pick El or E12
210.00 Q x 105 flow
40.00 Q x 20 flow
K =
0.15937 cm/min
K =
3.76471 in/hr
K =
1.88235 ft/day
TEST #22B Carteret Hospital 42 - 49" Bh horizon

SOSID: 0024237
Date Filed: 10/25/2011 12:40:00 PM
Elaine F. Marshall
North Carolina Secretary of State
C201129700126
STATE OF NORTH CAROLINA
DEPARTMENT OF THE SECRETARY OF STATE
STATEMENT OF CHANGE OF REGISTERED
OFFICE AND/OR REGISTERED AGENT
Pursuant to §55D-31 of the General Statutes of North Carolina, the undersigned entity submits the following for the purpose of
changing its registered office and/or registered agent in the State of North Carolina.
I INFORMATION CURRENTLY ON FILE I
The name of the entity is:
Entity Type: []Corporation, []Foreign Corporation, [(onprofit Corporation, []Foreign Nonprofit Corporation,
❑Limited Liability Company, ❑Foreign Limited Liability Company []Limited Partnership, ❑Foreign Limited Partnership,
❑Limited Liability Partnership, ❑Foreign Limited Liability Partnership
The street address and county of the entity's registered office currently on file is:
Number and Street: 500 Are+ndell Sfreef
City, State, Zip Code: L1 reh egLdC;bj.WCe AM County: W+em'i
The mailing address it'diffvront from the street address of the registeredoffice currentiv on file. ic-
The name of the current registered agent is:
NEW INFORMATION
1. The street address and county of the new registered office of the entity is:
(complete this item only if the address of the registered of Sce is being changed)
Number and Street:
City, State, Zip Code:
County:
2. The mailing address if different from the street address of the new registered office is:
(complete this item only if the address of the registered office pice is being changed)
3. The name of the new registered agent and the new agent's consent to appointment appears below:
(complete this Item. only if the name of the registered agent is being ch a) J�
Type or Print Name of New Agent * Signature & Title
4. The address of the entity's registered office and the address of the business office of its registered agent, as changed,
will be identical.
5. This statement will be effective upon filing, unless a date and/or time is specified:
This istheAday of 20-LL. Car
Name
'' - " Si ture
JUf)I'& l r �- isfmrlf- Stec-rd�►eu
r Print Name and Title
Notes: Filing tee is S5.00. This document must be filed with the Secretary of State.
* Instead of signing here, the new registered agent may sign a separate written consent to the appointment, which must be attaehed to this statement.
CORPORATIONS DIVISION P. O. BOX 29622 RALEIGH, NC 27626-0622
Revised January 2002 Form BE-06

L .'a 1.4 a 1, ul
Caurtty Register
+aterat
untneet
Rat Estate
Or 11
Eulag Tax
' aeiia.pr
s' tann_nn
NORTH CARCLKk CARTERET COUNTY
The "sing cedtiratets) al NMI pubs*) Ware
ca161ed to be sonars. TM b*Uwned and 04; cerMF
eats arm duly eeghimW aN 1M date cod Sea and in
the Book and page sham on the last page laved.
Dock ass Paw
Tax Lot NIL
...... ............... _..:::........:............. .................. _.. Parcel Identifier Na. .637.61.44.32621..&..6176144327i12.._...:
Verifiedby :...........: ................ I .................................... ...... County an the :............... day of ........... ........ :..................................
, ........._. -
by
ami fat reowdlns to ....1 . .., .. RJI I s..?!,,:. !Pu!i r:� ...:.............................................,..,,,,......:
........... ..... ._.......................... .............. -- .......................... ..
This instrument was prepared by •••Edith_V.....MaamA,..Attorney...at..Las¢..... --.._..........................
Brief description for the Inds:
Lot■ 16 S 17 Medical Park 8/Di
NORTH CAR'OLIIYA 0ENERAL WARRANTY. DEED
TSIS DEBD made this ..29.th..., day of ......,IAEgsTY............... ........... ......... .. 200.1......, by and between:
GRANTOR • GRANTEE
M.E.V. INVESTMENTS, a North Carolina General CARTERET C011M GENERAL HOSPITAL CORRORATI011.
Partnership aa North Carolina Ron -Profit Corporation
(1031 Exehangor)'
(foz=rly.ead'vhieh•gook tittle sit "THr c/o P.A. Odell, III
INVESTMENTS", a North Carolim'General 3500 Areridell Street
Partnership) Morehead City, RC 28557
la'aPPrsy" 6." 1".2"h Parise saga, nab"% sai. I iPPr od-te, ekaraate d sdlb, .4 ea IMUOa ar pa gourd P.
_ a
. The desisoatish (Iraster and Grautee an used herein shall Include said parties, their beam successors, and assigns, and
shall lnclade 'dsgslaty. plural, msscullee, feminine or neuter as required by content.
- WITNESSETH, that the. Grantor, for a valuable consideration paid by the Grantee, the receipt of which is bomby
Aelmowledged, bar and by these presents does Brant, buvla, sell and convey unto the Grantee is fee simple, all that
cartetn lot or parcel. of land elteiated is the City of......Morehad........................ _...... ...... Morehead ....................... Township,
,Gr terse••;_•••••......• Cicely, North Carolina end am particularly, descrihad'aa follows:
• 1
BEING .all of Lots 16 & 17 of --the "MEDICAL BABE* Subdivision. an Shona on the map thereof -f
e Resister o€ Bends o€ C.erberee
County, Norlk _Carol'ins.
This conveyance-is'part of an IRC Section 1031 Tax -Deferred Exchange for the benefit of
the-GRANTOs ,111CHANGOR. -
' fillLNt,_
n.ce.r;r.,r.eo„wn..rains.n..meson-aw...�.e,•,�.,.,a........er,,.
�GE�vED
AUG 2 6 200

o , a L F .. .. I I: , . 14: IJ a 1.
The yropeal herelosbeve described was. acquired by Grants by instrument recorded In ..J....... ._....
_Deed Bovt 54B, Pa a 33B
......... .&..........._.......................................... ....................... .... _.... ............ .........................
A map showtng the above described property In recorded In Plat Book ....13............................ Page.. 19.
TO HAVH AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to
the Grantee to fee simple. -
And the Grantor covenanta:wlth t'he'Grantes,. that Grantor is seiwd of the promises in'tee simple, has the rlaht to.eonvey
the sane in tee simple, that title is marketable and free and clear of all encumbrances, and that Grantor'willwarrant bed
defend the title against the lawful claims of all persons whomsoever except for the exceptions hereinafter stated.
Title to the property herelnabove described In subject to the following exceptions:
EASEMENTS, RESTRICTIONS AND RIGHTS -OF -WAY OF RECORD, INCLUDING BUT BUT LIMITED TO
RESTIfICTIVE COVERAMTS OP RECORD IN BOOK 394, PAGE 101, CARTERET COUNTY REGISTRY. .
.AD VALOREM TAXES FOR THE YEAR 2001, HOT. YET DUE OR PAYABLE.
IN wrrtrsea wnnsor,. uar . a.wts, bu hmsa -t his ua bsed wd l. •r It -0-st. as. wawa this
. e`t^M.a • b (D e[b au—ft d emrm dad so "0 w b. aewaw "INN by aaWny a1 IN na.re M Dit wi, W W ui 7wr lrlrrt.
M.R.V. INVESTMENTS, a North Carvli4a.Ga3Er�i
-- ----------- - --------- ---------- ------ -------------------- Partsarabip---------------- --------.- _
..o
:Md.at I.EON M. HORRIS
___s,
................ —-------------------- 7...................... 6t
--- ------- —-------- »e-wkq (Ct7-W eWl m e�11
a BYTRGILib°- . fsLt71; : b$N13
[eaa•eraav Noara caworanw. __-caLtr KI;...................cww7. -
t. a I.M.r7 rawk M WM Ca.Y7 and am" .ten-K .weer tier �eApA_jft_�bsrs
_PArttueG_a!_Il.B.Y�_Irtxeatmenta------- - -------- —--- —------------ —
�! )m..aiV arsw*.d slam m this W ted sabntwlMesd tat sassanu - ilk ft wskg
p bass aaa nwa tl.-r-.t.l,'Mk .. 47 H-..JAVAArY... — ... ..........s
essand
�� 342cd�
�I I
exar<ira-r nus= VAnocm.►--------- —....... ..... .......... county.
THER r
inmL._ ti}Cn`7
pm'a'e!�;dYjV..t
16 a n09-7 Palms'st ws C-MW and a-ee a---K -tab W4------- ------__—_»_—_»_..».__...
ft ------- —�_t___»_ nwq -d
_ a Ns.Y ra.ellw s.trstatlsa. W l[s[ by aalMrn dayat.- and p.-e Yt .1 eM"•st7.taaw, W fereasha hutra-wt Maid h. IN — by b--------- ---
t P..slaut, -w d" wIW m .e.V-.k test end Akd d b7 -----.»_ u Its »--------- ---- ----------
St r.ts
D
W. e.7 h.sd deaf saneW - .. Mawr - atM. IW »—_-dV � .. _.--.-.».------.-.o-.._»..
M7e. led-sash---.-------------_--------------------------------------------- »--- N." Pe►Ik
Zhu f-.deln[ C.ttlAntMM M ____------_---------- _------- »---- __--------------------------------------- -----------------------
.._.----------------•----_---'---^--. 7---I-------...__»»...-•---_•--.»-_.-.....-----------------•-------------------7-------------
h/d- -MINI b be etttiw This. tMamMet Yd rah ..reaft we a.,7 rwl.wwd - e. oak sad Ile.. od In Oe asw and rhos wine w the
WM 0a[s >Mw.l.
--------- --------------------- ---- — --------
----__aa6laZaa tar Dams ion ------ ------------------------ '---county .
n:w--^`-------------- ------------ ------- —-------------- ---- Dtr.a/a.eM.w.a-hw.re..d. . .
ja nnr-0
f
4

,
NORTH CAROLINA.
CART888T C011 _
Notary Public; do hereby
certify that. Wi iam C. Raw19, Jr., General Partner of M.R.V.
investments, 'personally appeared before me and acknowledged the diie - '
execution of the foregoing instrument.
Nitnese my hand and notarial as"' this tie -`X 3a
January, 2001. T �' ............
t; ��}7
terry Public
+ f •.,
My Commission` expires- _ �•a�6h� -3 ,.E:•r% A
NORTH CAROLINA .
CARTERET CO[ID Y
Notary Public, do hereby
certify. that Th ere T. Vradelis, General Partner. of M.R.V.
Investments, personally appeared before me and acknowledged the due
execution of -the _foregoing instrument. ' �•'
Nitn' my hand and notarial seal this the
January: 2001. - , .........
•
l l E147` -
tary Public ' V : ! ' • f•
My Commission stpireso' I1,a -20nb
FAG

a ; j 6 1
1.. LIN . Lj a
Car8Mteret County Register
4Oli3liZNI
e1rw
AM& Real Estate
NORTH GAROUNA, CARTERET COUNTY
The beegoing cervocate(s) of Hovey putsigai WON
c1l"Med 10 be correct. TN5 instrument and "de corM
011111 WO dWY MOMwed Al Sam dole and gene and to
dom Book and Pop shown an the that page hgool.
lwlxolmma Tax
CB Date 0011MOI
OR $19456 Pale 1 of 3
Zd. Tax S 1600.00 Bnonling Time, Book and Pogo
Tax Lot No . ........... * ............... ........... ..................................... Parcel Identifier No. .631.6144.3.025
Verifiedby: ................................... . ................ County on the ................ day of ........... ........ ; .................................... ............
by... ................................... ................ I .... ............... .................... ... ...................... : ...........................................................................................
Hallafter recording fe ........... ............. . ........ ............................................................ ............. .
............. I .. ............... .............................. .................... ....................... .................. ...
This Instrument was prepared by Ed ith..W--.MaaxnL...ALtorney...at..LaK ............................................................. .........................
. Brief description for the Index lLots'16 & 17. Hedidal Park S/D
NORTH CAROUNA QE.NERAL WARRANTY DEED
THIS DEED made this day of J.4tokuAry....................................... 2Q0.1......,by and between
GRANTOR•
M.R.V. INVESTMENTS, a North Carolina General
Partnership
(1031 zzchangor)'
(foroverly.and which -took title aim "TMF
INVESTMENTS", a North Carolina General
Partnership)
GRANTEE
CARTERET COUNTY GENERAL HOSPITAL CORPORATION,
a North Carolina Man —Profit Corporation
c/o F.A. Odell, III
3300 Arendell. Street
Morehead City, MC 28557
Enter he aporeplate Wa. ft,-n" peft, "an "ft.. and. am iaareDdal6 character of -1167, N. wryaaaWa W porkmareldr,
The dealffnatloh Creator end Gruntait an used Forain oball include said parthe, their helm successors, and assigns, and
shell Include'singulari plural, masculine, feminine or neuter an required by context.
WITNEMETH, that the. Grant6r, for a valvshio consideration paid by the Grantee, the receipt of which to hereby
selose­ledg@4 has and by theme pressits does grant, bargain, nil Lod convoy unto the Grantee In fee simple, all that
car4tn let or parcgl of land situated ft the City of Nox.shead ................................... .....Morehead..:.................... Township.
.AilitR� ........... 4r County. North Carolina end more particularly described as follows:
BEING all of Let& 16 6 17 of -the "MEDICAL PAW' Subdiviniony as shown an the map thpreof
Countyp North Carolina..
This conveyance is . 'part of an ISO Section 1031 Tex -Deferred Exchange for the benefit of
the GRAMTOR/,9XCHANGOR.

.. a 11.. .a ,W.. .. ZZ lJ I
The psopeetr herdoabova described naa acamina ey Brenton by instrument regarded in ...................... r •
Deed Book 548.-PPage ,338
A map showing the above described property is recorded in Plot Book....19........................... page... MI .._ .
..........
TO HAVE AND TO HOLD the aforesaid lot or paredof hand and all privileges and appurtenances thereto belonging to
the Grantee to fee Dimple.
And the Grantor covennsts.witli the'Grantee., that Grantor Is seized of the premises in fee sirup]@. hen the right to. convoy
the same fn fee -simple, that title Me narlwtable and free and clear of all encembraaties, and that Graotor'will warrant and
.defend the title against the liwful cl&l= of Wt pireotle whomsoever accept for the eaceptions hersina ter stated.
Title to the property bminLbove doaerlbed 1wribjeet to the following exceptions:
EASEfEM75, RESTRICTIONS AND RIGHTS -OF -NAY OF RECORD, INCLDDIBG BUT NOT LIMITED TO
RESTRI[CT'IVE COVENANTS OP RECORD IN BOOK 384. PAGE 101. CARTERET comnY REGISTRY. '
AD VALOREM TAUS FdR THE YEAR 2001.' NOT. YET DUE OR PAYABLE.
in wtimin.ms waQ or., n. ur eter Le beato t elf best sae'LIA u it a.. own aft find A. Na• Nq..tr "Yen.saM"-a tonnes see as sal r b a.e.eafe en4N ar ueu.14. M In eora. e1 D4ota, tee &W aL
M.R.V. INVESTMENTS, a North Cargli.sa.1. to
----------- --- ----------- =--------- - ----------- ----- Partn&rahip.--- -------^--- - -
(0020-1. mine
Cn�,. Ca d...... ......�.
-_»_________________ _ _r...W." - . .. - .. LION
s
� M. MERRI PAITAER' � ..
wrraere y�741!-^��:..•.
---------------- ----------------------- ----------------- a
— ----- — ------ —_satn4q lCwe.eafe a..q Q - .
ernwrwrr xonrtteuouua __UgxtRCN�.___
I. • lr-som r:wn r ta. a--" ,..d stet. annaa@. .sour .a.. _ mi.m.__NArx
,.e7 ParxaNcsli_H..B.Vx_InxeR'tftanea--- _------- -- ... - .......... .
$ 'r....'�.itr sorsrt.a twrf.. a. YY day asd ..kes.ANaN tY .e..eees M 4k I. Who
bed sed .md.1 .a.me er .wl,'Gab 290-- 4y er _---JA/n�USZY .�----------------- A
f' ear .n.M..D-11�12-c�s� (�L•-'ty �-.. -=.kye�-
--
taar:RaeR
moors asaa*A.......... ...____.__.......... ofaV.
. L e N.nq resole eC m tmoty Ye D4b .esmasla, ...Dar x60
wa
r . - -------'___----- - - n N m B.nnes fMN.aDa, as Yet by -1hodw dear
al oe aed Y. aw net at De aegw 42Y the .id,..d d b ens. er b ______________
! Ff..NdR..W" soma b ...earn.. sad name, IN ---------- --.Ywetarr..
3
wemaw:.r aces w an.a.e n...r
Mseilr.D.D seption ......... ........... .—__..................N.n.r r.ay.
ra. fe..eelnD C.xlasbf.) d7-1 ---------
•--'_----------------
------- -------- —---- '------- —7—-------------- —------ —--- —------------ ---_••---------------------�'_.__•_-_•_•_---
6/elf a.tlnet q b seeri-a raY.IsnrewasL sea Oft f..ntk.tf e.a Deer nean.ed se tam d.q sad aid Ye as ta. Seek cad Fee* ekewa fa tot
......... --- ---- --------- 1------ •`ngma or Dan" iron.................................•__connTr .
Sr.-.....o........ ................ —•----•-------------•�—Wpaq/AnL.t.aL.mgWe.f DeN. !.
2001 i . �.
. t3VV^
orslvA.r.. Fen naaw`9ri,anhreO Hrt-r,.Ye�era.r..f�ln.erw,snn.w

NORTH CAROLINA.
CARTERET COUNTY
Notary Public, do hereby
certify that Wi Jam C. Rawls, Jr., General Partner of M.R.V.
Investments, personally appeared before me and acknowledged the due...:'
execution of the foregoing instrument.
Witness my hand and notarial seal this thei rday, of _'^' ••• l
January, 2001. a' . ti... f
E
Cary Public 1. u l
My Comm isaion`expires: ��•e�•a6h� �'h-�`• E tti �,
,., .•.
NORTH CAROLINA
CARTERET CO Q
I, ' U •'At7 , Notary Public, do hereby .
certify that Th a T. Vradelis, General Partner. of M.R.V.
Investments, personally appeared before me and acknowledged the due
execution of...the 'foregoing instrument.'
Witness my hand and notarial seal this the �`=l clgy--ef„
January; 2001. :;'; a•.;' _�.
N• _
tary Publ c
i1,81 k'rt...• ,
• . My Commission expires: � � ` _•.

Melanie Arthur 2P
CARTERET COUNTY
PL Date 11/12/2003 Time 15:50:00
OR 1027017 Page 1 of a
NORTH CAROLINA, CARTERET COUNTY
The br0p*V earlifieats(s) d Notary Pubfio(a) Were
CARTERET COUNTY 0906d is be correct This instnrnent and this ceoll.
14421 ate are duty asytstered at the date and time and it
11/12/2003 the Book and Page shown on ere first page harea
61.An. B0
""�Rsall Ealele MN n , teredo
. Excise Tax BY 'Ile :�m�
NORTH CAROLINA GENERAL WARRANTY DEED
Excise Tax: $ 1100.00
Parcel Identifier No637614325722 Verified by County on the _ day of 2D_
Mail/Box to:
This instrument was prepared by. gdith W Macon, Attorney at Law
Briefdcserioonfortheindex: Lnta R-1 t , Au: itr„rnn S/n
THIS DEED outdo this ) t th day of 2QD3_, by and between
GRANTOR
CARL L. PRICE, JR. and GEORGE C. PRICE
(1031 Exchangors) (with the joinder of their
spouses: BEVERLY B. PRICE and DEBORAH 0.
PRICE)
CARTERET COUNTY GENERAL HOSPITAL
CORPORATION
3500 Arendell Street
Morehead City, NC 28557
Enter in appropriate block for each party: name, address, and, if appropriate, character of entity, e.g. corporation or partnership.
The designation Grantor and Grantee as used herein shall include said parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context
WITNESSMi, that the Grantor, for a vahmbic consideration paid by the Grandee, the receipt of which is hereby acknowledged, has
and by these presents does grant bargain, sell and convey unto the Grantee in fee simple, all that certain lot or patal of lend situated in
theCityof Morehead City x„rarrand Township, carteret County,
North Carolina and more particularly described as follows:
BEING all of Lots Number Eight (8), Nine (9), Ten (10), and Eleven (11), of the Rex
Bruton Subdivision and shown and designated on map of same recorded in Map Book 1,
at Page 289, Carteret County Registry_
(This conveyance is part of an IRC Section 1031 Tax -Deferred Exchange transaction
for the benefit of the Grantors.)
613 36
The property heminabove described was acquired by Grantor by instrument recorded in Book 527 page 228
A map showing the above described property is recorded iD Plat Book 1 page 289
NC Bar Association Form No. 3 A 1976, Revised O 1977, 2002 + James Williams & Co., Inc. /jam
Printed by Agreement with the NC Bar Association - 1981 www.JamesWilliams'= � { 1
B-JC.._ PAGE.-L_

TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances thereto belonging to die Grantee in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in tee simple, has the right to convey the same in fee
simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against the
lawful claims of all persons whomsoever, other than the following exceptions:
EASEMENTS, RESTRICTIONS AND RIGHTS —OF —WAY OF RECORD
By:
IN WITNESS WHEREOF, the Grantor has duly executed die f joiws of `hc day and year first above written.
(SEAL)
(Entity Name) ARL L. PRICE, JR.
i+
ray T c --U (SEAL)
Title: GEO GE C. PRICE
_ x (SEAL)
Title: BE ERLY B. PR CE
QO'7'a (SEAL)
DEBORAH 0. PRICE
=_ •`'t'*: t' 't, >, State of North Carolina -County of Carteret
z
oI A R p = I the undersigned Notary Public of the County and State aforesaid, certify that cart
&eorge C. Price, eeyerly..e....rice and peesonallyappeanxibeforemcOtisdayand
/J u B 0 ea : x ow the zee execution of the foregoing instnuncnt for the purposes therein expressed. Witness my
2•; ehand and Notarial swroporseal this l� dayof November 2003
My Commission Expires: X �0Y ell/
p Notary Public
,1'?.i- A. ii' State of North Carolina - County of
1, the undersigned Notary Public of the County and State aforesaid, certify that
N personally came before me this day and
C acknowledged that he is the of
a North Carolina or corparadonllimited liability company/general paronershilAirnited
Y partnership (strike through the inapplicable), and that by authority duly given and as the act of each entity,
G3 he signed the forgoing instrument in its name on its behalf as its act and deed. Witness my hand and
Notatisl stamp or seal this day of ZO
w
My Commission Expires:
Notary Public
State of North Carolina - County of
z
X1, thcundersigned Notary Public of Ore County and State aformid, certify that
C Witness my hand andblotatial stamp or seal this day of , 20`
a
My Commission Expires:
p Notary Public
The foregoing Certificate($) of istarc certified to be correct.
This instrument and this certificate are duly registered at the date and time and in the Book and Page shown on the first page hereof.
Register of Deeds for County
By: Deputy/Assistant - Register of Deeds
NC Bar Association Form No. 3 ® 1976, Revised ® 1977, 2002 s James Williams & Co., Inc.
Printed by Agreement with the NC Bar Association - 1981 www.Jomeswitliams.com
,BOO f PAG,�--�. �,

J �.
Tax Lot No.
Vailied by.
by
IRET COUNTY
16543
esiaanea4
*764.00
^
IMA
l
Real Estate
Excite Tax
Enin Tax s71541.0e
CARTERET COUNTY
7L Date 05/05/2004 Time 15:23r00
OR 1053218 Page 1 of 3
9) Were
The fotepoM+?A d Netaty � t ft
eardlNd to bo atrnsad T � � y� and in
zeta are duly Mildwe'd %rec p� hareol.
are Book and pop alrorrtn
'a Arrwr, P10 sV Deeds
hsT+ms.
Parcel identifier No. 6376.14.32.7800 6376.14.32.8952 6376.14.32.9807
Comity an the _ day of
Mall aft recording to WHEATLY, WHEATLY, NOBLES, WEED, VALENTINE 8r LiIPl'ON, P.A.
This instrument was prepared by Claud R. Wheat II
Brief Description for the index Rer x anon Subdivision
NORTH CAROLINA GENERAL WARRANTY DEED
THIS DEED made May 5, 2004 between
GRANTOR
MHN Company, A North Carolina General Partnership
Consisting of Merino A Huckemoyer and Nancy L.
Huekemeyer
S17 Ashy Lane
Morehead City, NC 29M
GRANTEE
Carteret County General Hospital Corporation
3500 Amodell Street
Morehead City, NC 2MM
20
Esx in sp mwWe wo kfa.e P-=-N%aaa.n." arrww"ua diff a orm*. 04, =wwsf aw *+der
The daignation Grantor and Granue as used herein shall include said parties, their hates, successors, and assigns. and shall include
singular, plural, masculine, 0sstinioe or neuter a required by contend.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt of which is hereby w1mowledged, has and
Town of Morehead, Cared County, North Carolina and more particularly described as follows:
SEE ATTACHEII MMISIT "A"
The property haebtabove described was acquired by Grantor by instnanad recorded in Book 756, Page 455 and Book 846, Page 335.
A map snowing the above described property is recorded in Book 1, Page 289.
TO HAVE AND TO HOLD the aforesaid lot or parcel of land and all privileges and appurtenances tbhxeto belonging to the Grantee in fee
simpk.
And the Grantor covenants with the Grantee, that Grantor is seized of One premises in fee simple and has the right to convey the same in fee
simple, that tide Is marketable and flee and clear of all encumbrances, and that Grantor will warrant and defend the We against the lawful
claims of all persons whomsoever except for the exceptions herebudbor sated
Title to the property havinabove described is subject to the following exceptions:
Any rights of way, easements, tend Mans or restrictions of record.
Ad vskirem taxes for the year 2004.
N.C.0 Ama0 NrOm Nu.301977
Printed bP Agreement with the N.C. my Assoc.
1003
0
.BOOK 10�3 ,PAGE - I K

IN son iESS WHIM130F, the -Grantor hubacmmsdlftlendmd.seal,-orifeorpomtr,hero„•^^'MsJnurumaitlo-besigned. in-ilscorporal
name by its duly authorized officers and its seal to be hereunto affixed by authority of its Board ofDiroctors, the day and year first above wrimem.
A,(SEAL)
MHN Company, a North Carolina G al Partnership by
By. Merlin R Huclaneyer, General Part r a
President
MHN Com ay, a North Carolina General rtner ip by
Secretary Nancy L, N.Vckemcy r, Genenl Partner
ATIFS•[Naatatslaparss (SEAL)
�N 4ECN1Fay
�.� • `G •• Ly .1, Till cARo1.wA, C■taet Cawdy.
:$�. r�s sp�. �• f�` 1, the underslgnnl a Nway Public ofthe County and State a&maid, ocrtify that Mergn R flucla neyer, General Partner fur
L 91'AMP' JC` N Canpar% Grantor, personally, appeared ne thi and ackemwkdged —urian of the romping hnWnma.
myhand and official stamporseat this myorhlay, 061.
%e� E Roaaat�`� ry
M ewon¢sion 'um: 1 Nalary Public
a �G`y� NORTH CAROIINA, Caaerd County.
1, me undeaigacd, a Notary Public of tare Cm*Wnd State doFM d, cdtify that Nancy L Backemeyer, Gemad Plainer for
AI1� '.• rMi N Canpany Or—. penmally appcamd►bafom ma this day and aclmmrkdged execution of the foregoing imbunrent
_ OTA i-hrgmcssrayhand audofficial stampormal,this fMay,2004.
•)-:Mycenrndssinn expires: rl-ri -of,
Notary Public
urge certified ta be eormet This ins m mi and this certifieaee are duly registued artbe dare and rode end in the Book and Page shown on the fist page hawE
RBGiSTER OF DBMS FOR (pt1NFT
N. C. Bar Assoc. From Na 3 O 1977 �7 V � /'� I Printed by Agreement with the N.C. Bar Assx. ._.'_ RAGE-
�[
0003 a� ]] R a, R

Being the east one-half of Lot 16 and all of Lot 17 and that portion of Seashore Lane lying to the
east of Lot 17 as shown on the map of Rex Bmton Subdivision as shown on plat recorded in Map
Book 1, Page 289, Carteret County Registry and being more particularly described as follows:
BEGINNING at a point in the southern right ofway of Bridges Street, which point is Carteret
General Hospital's current northwest corner, said point also being where the now or former
Sunset Lane would have intersected with the southern right of way of Bridges Street; running
thence S 09-16-02 W, 225.82 feet to an iron rod; thence S 86-03-55 W, 26.63 feet to an iron rod;
thence S 71-37-15 W, 24.85 &et to a point; thence N 17-59-36 W, 207AI feet to it point in the
southern right of way of Bridges Street; running thence with the southern right of way of Bridges
Street N 76-24-35 E, 26 feet to a point; thence continuing with the southern right of way of
Bridges Street N 76-35-33 E, 101.93 feet to an existing iron pipe; thence continuing with the
southern right of way of Bridges Street N 78-04-00 E, 26.84 feet to the Point or Place of
Beginning.
See map entitled, "Physical Survey for Carteret General Hospital Corporation", dated 30 April
2004, prepared by Powell Surveying Company, PA, which map is incorporated herein by
reference.

'un: Luht alV6
M73RET COUNTY
esiezizeey
_ $38e. @@
Real Eatate
Exetme Tax
Prepared By: Dennis M. Marquardt, PA
STATE OF NORTH CAROUNA
COUNTY OF CARTERET
Melanie Arthur 4P
CARTERET COUNTY
JL Date 05/02/2005 Time 11:11e00
OR 1109066 Page 1 of 4
NORTH CAROL-INA, CARTER4Y C%),
The taegofng eertif!salels) oi'rA
09FVAd to be CDTMZL TI„ c .. d•�.nr.a:, •a„! rNh +;;;!;ram
Oal>r Us duty rugWcx-su :d ^•a W.W.
the Book and Pa9c: Bz::x• ¢+ . , a gv nn .
f6 . Y eCt�4
Parcel #: 6376.14.32.3648 &
6376.14.32,3599
Documentary Stamps: $ 380.00
THIS WARRANTY DEED made and entered into this day of May, 2005 by and
between:
Jane V. Capps
Of
Morehead City, North Carolina
(hereinafter "GRANTOR")
and
Carteret County General Hospital Corporation,
a North Carolina non-profit corporation
whose address is:
3500 Arendell Street
Morehead City, NC 28557
(hereinafter "GRANTEF)
The designation GRANTOR and GRANTEE as used herein shall include said parties, their
heirs, successors and assigns and shalt include singular, plural, masculine, feminine or neuter as
required by context.
DO Dg FAG, CIF �

WITNESSETH:
That the GRANTOR, for a valuable consideration paid by the GRANTEE, the receipt of
which is hereby acknowledged, has and by these presents does grant, bargain, sell and convey unto
the GRANTEE in fee simple, all that certain lot, tract or parcel of land situated in Morehead
Township, Carteret County. North Carolina and more particularly described as follows:
BEING all of Lot 6 ofthe Rex K. Bruton Subdivision as shown on that surveyby W.
D. Daniels, Jr. dated December 18, 1986, and as more particularly described in the
attached Exhibit A.
Deed preparation only; no title search or certification by preparing attorney.
The above described property is conveyed and accepted subject to such easements,
restrictions and rights of way as appear of record in the Carteret County Registry.
TO HAVE AND TO HOLD the aforesaid lot, tract or parcel of land and all privileges and
appurtenances thereto belonging to the GRANTEE in fee simple.
And the GRANTOR covenants with the GRANTEE, that GRANTOR is seized of the
clear of all encumbrances, and that GRANT OR will warrant and defend the title against the lawful
claims of all persons whomsoever excluding the exceptions statedherein and designatedonthemap
referred to above.
year first above written.
�r
(SEAL)
Capps, III
t e1A (SEAL)
K. Capps
BQQi� P AG - I

STATE OF NORTH CAROLINA
COUNTY OF CARTERET
L allotaryPublic of the county and state aforesaid, do hereby certify that John T. Capps, III
and wife Jane R. Capps personally came before me this day and acknowledged the execution ofthe
foregoing instrument.
�N!I6 r nqp my hand and official stamp or seal, this day of , 2005.
TA
a U© L t Notary Public
NT y.�4nimis don expires:
-. N�I1111.
SEAL

EXEaBIT "A"
Tract l:
Strui Beginabxg at an existing iron stake In the southern right-oPway margin of Bifdges
t in the northwest corner of Lot 6 in the 13,ex K Bruton Subdivision as the same
app ars In Map Book 1, Pop 289, Carteret County Registry, which point is also the
no tIt corner of Bruton Drive -
I' From said Point of Beginning running thence S 23-00 E and along the eastern right
Of-* margin of Bruton Alve a distance of 99.00 feet to . -In iron pipe; running thence N
67 5� E a distance of 51.42 feet to an iron pipe iri the west lime of Lot 7 in the aforesaid Rex
K B ton subdivision; running thence N 23-47.50 W and along the dividing Una between
safd.lLots 6 and 7 In the Rex AL Bruton Subdisvision a distance of 99M feet to the southern
righ¢of--way margin of Bridges Street; running thence 9 67-21-20 W and along the souther
rf.ahf-of-way of Bridge* Street a distance of 501.00 feet to the Point of place of Beginning.
Being the northernmost portion of Lot 61n said Rex K Bruton Subdivision as per
sutvgy by W.D Daniets, Jr., dated December 18,1986.
P. Gabrlelaa� by deed recordtd bt Book 4 p 3g °a° Capps from Francis
i � 6, Carteret Celmty. $egistry.
-- 'rract2: ----.. .--
Beginning at an existing axle hub, the southwest corner of Lot 6, and northwest
corner of Lot 27 of the Rex K Bmton Subdivision as shown In Map ,
Book 1, Pag Pogo 289
Carteret County Registry; Mence with the south line of Lot 6 N 71-pDoo gfeet, an
iroti pipe the southeast comer otsald Lot 6; thence N 2347.50 W 97.09 feet to an existtug
iro4 pipe, the southeast corner of that land owned by John Capps as shown in deed of
recor.Yd in Book 554, Page 396, Carteret Couuty Registry; thence with the Capps line S 67-
SSMA2 feet to an iron pipe in the out right- way line of Bruton Drive; thence with
salq east right-of-way one S 23-00 E 94.12 feet to the point or place of beginning and being
all of Grantor's remaining Interest in Lot 6, of the Rex K Bruton Subdivision as shown In
Map Book 1, Page 289 Carteret County Registry and being further shown on that survey
by W.D. Daniels, Jr. dated December 18,19M Said property was acquired by John. T.
C20ps,111 and Wife Jane K Capps from Wench P. Gabrielsen by deed recorded b■ Book
647� Page 377, Carteret County Registry.

Casmer, Jo
From: Casmer, Jo
Sent: Wednesday, September 18, 2013 10:15 AM
To: '[e-mail]'
Subject: Carteret General Hospital; SW8010220
Hi Ginger: I've made 3 attempts to send the issued permit modification to you for this project however your fax doesn't
seem to be working. Just wanted to let you know the mod was issued and is in today's mail. I've successfully faxed a
copy to Carteret General Hospital and the original is going to them today, as well as a copy to you via U.S. mail.
jo Calmer
Administrative Assistant IV
NC Department of Environment & Natural Resources
Division of Environmental Assistance & Customer Service
127 Cardinal Drive Extension
Wilmington, NC 28405
Phone: [phone]
Fax: [phone]
Emall mrrespon *nce to and from this address may be subject to the North Carolina Public Recon* Law and may be dbdosed to third
partles

VYORY TRANSMISSION REPORT
TIME :09-18-2013 10:04
FAX NO.1
NAME
FILE NO.
500
DATE
09.18 10:02
TO
912527562345
DOCUMENT PAGES
10
START TIME
09.18 10:03
END TIME
09.18 10:04
PAGES SENT
0
STATUS
0050
***TX FAILURE NOTICE***
State of North C.'wro l-
17apmrtme t of H.11viromrmen[ and Natural Rent —a
Wilmimgton 3WWRAOmml Otllce
Dorf McCrory Governor SA7iC CO` "Alk SHEET -ra &n H'.4lkvarla Ill Secretary
I7atc:
To: 9i�..��r ��rr � r- From: 7o caaa.cr
- Phone: f91 Q] 796-7336
127 Caadinal Drive 8xlenafon, 'VWilrningeoq NC 28403 w [phone] - An Hqual H—,AOy—

MEMORY TRANSMISSION REPORT
TIME :09-18-2013 10:08
FAX NO.1
NAME
FILE NO.
503
DATE
09.18 10:06
TO
912527562345
DOCUMENT PAGES
i0
START TIME
09.18 10:07
END TIME
09.18 10:08
PAGES SENT
0
STATUS
0050
***TX FAILURE NOTICE***
$tnto or forth Cftrollna.
D.%—to—s.t aillcnvtron t and Matornl liasour
Wlll rtngten Yto lonnt dtYlee
Pa6 MBCrory, Governor FE►7( 44JYSR SK33WJcw Jallrre E S/f[varTa IlI S+cresary
Data: 9 —� �d ��3 No. page® (excel_ oovm•):
ro: 9��� �� �d c I7bola: So�eismer
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Fes: r^���� '� �•�� ���, Feu[: C910-13SQ=20 W
Ito: c_,=y� �Pi•! �- �C'i9 C/s� / 7� ,�• Q/'.T.•� l
127 Cstdlnal Drive Sxt�aaloq Vflilminglon, NC 28403 (910� 7%-7213 An 8qud 0pportunity AQlrmecive Aa[Wra 8mployer

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET John EAvarla Ill, Secretary
Date: 34�1f 11-/.3
To: e, —/
Co:
Fax:
�Q <
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone]
Fax: [phone]
5 ®/,J
127 Cardinal Drive Extension, Wilmington, NC 28405 9 [phone] • An Equal Opportunity Affirmative Action Employer

MEMORY TRANSMISSION REPORT
FILE NO.
502
DATE
09.18 10:05
TO
912528086952
DOCUMENT PAGES
10
START TIME
09.18 10:05
END TIME
09.18 10:07
PAGES SENT
10
STATUS
OK
TIME
FAX NO.1
NAME
`SUCCESSFUL TX NOTICE'
09-18-2013 10:07
r
Mate or Nowgu Caroiiha
riepartmeat ar Eaviro0nment 0-4 Natural Vumou—o
WA+otuaton Reploaal Cdne
Pwe MtCroiy, Governor F'Am COVER oxmlw ,' John ff mi wrrw d.I.l (Secretary
�+ N'o. Pag�ea (excl. coverj:
Toe l�7> / •�'�a �% ✓1 �s �� From: Jo. Calmer
Phono- .{210) 796-7336
~-
// Fax: C910)350-2004
127 Csrdbml nrsve 8xie...lon. Wil...j.ama, lvc 29405 - (9103 796r7213 • .a+. 8qual Opportunity .atn'...e.c— Aan.. 76mploye

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Pat McCrory, Governor FAX COVER SHEET John ESkvarla Ill, Secretary
Date:
To: /7 / c�ic� ,�/ ✓2 r/
Co: 4f 7''lC�--
Fax. ZJt O Qe 45�
Re: lair,, -/— e5
No. Pages (excl. cover):
From: Jo Casmer
Phone: [phone]
Fax: [phone]
-sue; G
//n/ i �?�di�j`c9t. I/dam / �SSy�4*/ -� �7i42/
�T�//c(i%i?/ �7 �/% / /CQ / •L e
127 Cardinal Drive Extension, Wilmington, NC 28405 • [phone] • An Equal Opportunity Affirmative Action Employer

r
Lewis,Linda
From: Ginger Turner [[e-mail]]
Sent: Tuesday, September 10, 2013 4:08 PM
To: Lewis,Linda
Cc: 'Ronald Cullipher; 'Lauren Foshee'
Subject: RE: Carteret General SW8 010220 MOD
Attachments: Permit Recission Leder.pdf
Linda,
The original should be mailed out to you either Wednesday or Thursday.
Thanks,
Ginger
From: Lewis,Linda[mailto:linda.lewis(dncdenr.govl
Sent: Tuesday, September 10, 2013 10:08 AM
To: Ginger Turner
Subject: RE: Carteret General SW8 010220 MOD
Well, I don't want to delay any longer than necessary. If the 16th comes around and it looks like you can't get
that signed document, then just shoot me an email to request an extension.
You do not need to send me those supplements or calculation copies. I printed them out yesterday and added
them to the application already.
Linda Lewis
NC Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Ginger Turner(mailto:gturner(cbstroudengineer.coml
Sent: Tuesday, Septe niber 10, 2013 9:53 AM
To: Lewis,Linda
Cc: 'Ronald Cullipher'
Subject: RE: Carteret General SW8 010220 MOD
Linda,
We have requested the letter from the hospital asking for the Medical Office Building permit to be rescinded. Does this
letter need to be received by the 16th as well or will later be acceptable. I am dropping copies of the supplements and
calculations in the mail to you today.
Thanks,
Ginger Turner, P.E.
Stroud Engineering, P.A.

107 B Commerce Street
Greenville, NC 27858
Office: [phone] ext 234
Fax: [phone]
Email Address: [e-mail]
From: Lewis,Linda(mailto:linda.lewis(&ncdenr.govl
Sent: Monday, September 09, 2013 10:46 AM
To: Ginger Turner
Subject: RE: Carteret General SW8 010220 MOD
Thanks, Ginger — that's what I needed.
Linda Lewis
NC Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.
From: Ginger Turner [mailto:gturner(dstroudengineer.coml
Sent: Monday, September 09, 2013 10:39 AM
To: Lewis,Linda
Subject: Carteret General SW8 010220 MOD
Linda,
Please see the attached. Let me know if I need to send copies in the mail.
Thanks,
Ginger Turner, P.E.
Stroud Engineering, P.A.
107 B Commerce Street
Greenville, NC 27858
Office: [phone] ext 234
Fax: [phone]
Email Address: [e-mail]
From: Lewis,Linda[mailto:linda.lewis(dncdenr.govl
Sent: Monday, September 09, 2013 9:19 AM
To: Ginger Turner
Subject: Carteret General SW8 010220 MOD
Ginger:

t
I'm a little confused with the labeling of the drainage areas. The drainage areas for the two permeable
pavement supplements are labeled as 1-A and 1-B. On the DA map provided, it appears that the permeable
pavement is in DA-3 and DA-4. If so, please renumber the DA's on the PP supplements as 3 and 4 to match
up to the application and to the DA map. I won't be able to review the calculations until the DA numbers are
confirmed.
DA-4 on the application indicates a total BUA of 5999, but the permeable pavement supplement indicates that
there is no adjacent BUA directed tc the PP. Is the 1,30' on -site Narking amount being directed onto rile PFI r if
so, please add it to the supplement.
I will also need a separate letter from the hospital indicating that they are requesting to rescind SW8 111202
because those improvements are not being implemented and the project area is being incorporated into this
modification.
Thanks. Please respond/submit the requested information by September 16, 2013. If you have any questions,
please let me know.
Linda Lewis
NC Division of Energy, Mineral and Land Resources
Wilmington Regional Office
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be disclosed to
third parties.

STROUD ENGINEERING, P.A.
CONSULTING ENGINEERS
HESTRON PLAZA TWO
151-A HWY. 24
MOREHEAD CITY, NORTH CAROLINA 28557
[phone]
August 23, 2013
Ms. Linda Lewis
NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405
Re: Carteret General Hospital _ Stormwater Project
Dear Linda,
I inadvertently sent the wrong form for signature to Richard Brvenik for signature
Following Ginger Turner's meeting with you this past Monday. Ginger realized the error
and I am enclosing the original Infiltration Basin Operation and Maintenance agreement
as requested. Mr. Brvenik was not in today so the Vice=President Donna Cheek executed
the document. Please substitute this original into Ginger's package which is going out
to you today from Greenville.
Cc;
Ginger Turner
erely,
()R3 dM.Cul 1 her,
ECEIVE
AUG 2 6 2013 1,
BY:
107 COMMERCE ST. HESTRON PLAZA TWO
SUITE B 102-D CINEMA DRIVE 151-A HWY.24
GREENVILLE, NC 27858 WILMINGTON, NC 28403 MOREHEAD CITY, NC 28557
[phone] [phone] [phone]

7
J
STROUD ENGINEERING, P.A. 22O �44CG13 OO C 1! G�J�GVut]0 IJ l��° d
107-B Commerce Street �`U
GREENVILLE, NC 27858 W1 U� �-
[phone] \A 'A
TO WEN&
Vy 1"
WE ARE SENDING YOU ❑ Attached ❑ Under separate cover via
❑ Shop drawings. ❑ Prints ❑ Plans
❑ Copy of letter ❑ Change order ❑
ATE
JOB N
/vl
=1,v 0lfl/
ATTENTIO j �p
RE:
❑ Samples
the following items:
❑ Specifications
DESCRIPTION
R 1MIII
r
THESE ARE TRANSMITTED as checked below:
REMARKS
❑ For approval
❑ For your use
❑ As requested
❑ For review and comment
■■7�7:� 31�by�1�J�
❑ Approved as submitted
❑ Approved as noted
❑ Returned for corrections
13y
❑ Resubmit copies for approval
❑ Submit copies for distribution
❑ Return corrected prints
❑ PRINTS RETURNED AFTER LOAN TO US
COPY TO
itA
SIGNED:
e XLL'd -At"'��
If enclosures are not as noted, kindly notify us at on .

North Carolina Department of Environment and Reviewer: L
f
Submil:
_ Natural Resources
NCDENR Request for Express Permit Review Time: v
Confirm: —t—Z
FILL-iN all the information below and CHECK the Permit(s) you are requesting for express review. Call and Email the completed form to the
Permit Coordinator along with a completed DETAILED narrative, site plan (PDF file) and vicinity map (same items expected in the application
acka a of the project location. Please include this form in the application package.
• Asheville Region -Alison Davidson 828-296-4698;aiison.davidsonCncdenr.aov
• Fayetteville or Raleigh Region -David Lee 919 791-4203; david leeCMncdenr aov
• Mooresville & Winston Salem Region - Patrick Grogan 704-235-2107 or patrickaroaanOncdenr.aov
• Washington Region -Lyn Hardison 252-948-3842 or Iyn.hardisonVncdenr aov
• Wilmington Region -Janet Russell910-796-7302 orianet.russellOncdenr.aov
• Wilmington Region -Cameron Weaver 910-796-7303 or cameron.weaverOncdenngov
NOTE: Project application received after 12 noon will be stamped in the following work day.
Permits of Request
SW
SW
SW
SW
SW
Project Name: CARTERET GENERAL HOSPITAL County: CARTERET
Applicant: RICHARD A. BRVENIK, PRESIDENT Company: CARTERET COUNTY GENERAL HOSPITAL CORPORATION V CQC�"
Address: 3500 ARENDELL STREET City: MOREHEAD CITY. State: NC Zip: 28557-_
Phone: [phone], Fax: _ = Email: [e-mail] lli,4A c.C,
Physical Location:3500 ARENDELL STREET lIII /
Project Drains into BOGUE SOUND waters - Water classification SA (please visit here to look up stream classification) VNA t� 3?�Q{ 0
Project Located in WHITE OAK River Basin. Is project draining to class ORW waters? N within % mile and draining to class SA waters Y or within 1 mile
and draining to class HQW waters? YIN
Engineer/Consultant: GINGER TURNER, PE Company: STROUD ENGINEER, PA
Address:107 B COMMERCE STREET City: GREENVILLE, State: NC Zip: 27858-_
Phone: [phone], Fax: [phone], Email: Qturner@stroudg ineer.com
SECTION ONE: REQUESTING A SCOPING MEETING ONLY
❑ Scoping Meeting ONLY ❑ DWQ, ❑ DCM, ❑ DLR, ❑ OTHER:
SECTION TWO: CHECK ONLY THE PROGRAM (S) YOU ARE REQUESTING FOR EXPRESS PERMITTING
❑ 401 Unit ❑ Stream Origin Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ Intermittent/Perennial Determination: _ # of stream calls - Please attach TOPO map marking the areas in questions
❑ 401 Water Quality Certification ❑ Isolated Wetland (_linear ft or _acres)
❑ Riparian Buffer Authorization ❑ Minor Variance ❑ Major General Variance
® State Stormwater ❑ General ❑ SFR, ❑ SFR < 1 ac. ❑ Bkhd & Bt Rmp, ❑ Clear & Grub, ❑ Utility ❑ Other
❑ Low Density ❑ Low Density -Curb & Gutter _ # Curb Outlet Swales ❑ Off -site [SW (Provide permit #)]
❑ High Density -Detention Pond _ # Treatment Systems ElHigh Density -Infiltration _ #Treatment Systems
ElHigh Density -Bio-Retention —I Treatment Systems ❑ High Density -SW Wetlands _ # Treatment Systems
® High Density -Other 2 # Treatment Systems / ® MOD:® Major ❑ Minor ❑ Plan Revision ❑ Redev. Exclusion SW (Pmviole permit #)
❑ Coastal Management ❑ Excavation & Fill ❑ Bridges & Culverts ❑ Structures Information
❑ Upland Development ❑ Marina Development ❑ Urban Waterfront
® Land Quality ® Erosion and Sedimentation Control Plan with 5 acres to be disturbed.(CK # (for DENR use))
SECTION THREE - PLEASE CHECK ALL THAT IS APPLICABLE TO YOUR PROJECT (for both scoping and express meeting request)
Wetlands on Site ❑ Yes ® No
Wetlands Delineation has been completed: ❑ Yes ❑ No
US ACOE Approval of Delineation completed: ❑ Yes ❑ No
Received from US ACOE ❑ Yes ❑ No
For DENR use
Fee Split for multiple permits: (Check # 1
Buffer Impacts: ® No ❑ YES: —acre(s)
Isolated wetland on Property ❑ Yes ® No
404 Application in Process w/ US ACOE: ❑ Yes ❑ No Permit
Total Fee Amount $
SUBMITTAL DATES
Fee
SUBMITTAL DATES Fee
CAMA
$
Variance (❑ Maj; ❑ Min)
$
SW (❑ HD, ❑ LD, ❑ Gen)
$
401:
$
LQS
$
Stream Deter,_
NCDENR EXPRESS June 2011
%—,K--■ W %_
AUG 2 6 2013
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STROUD ENGINEERING, P.A.
CONSULTM ENOR03M
107 N C0MWFV#E VrFEEF
G4€EN4RLLEP NORTH WOLINA21M
(20
July 18, 2013
NCDENR
Linda Lewis
127 Cardinal Drive Ext
Wilmington, NC 28405
Re: Carteret General Hospital
SW8 010220
Proposed Building Additions
The following is an explanation of the impervious calculations you requested during our scoping
meeting, July 11, 2013. Instead of utilizing the entire tract and justifying the removal of impervious from
the western campus to the main campus we have decreased the drainage area to just the main campus
and did not include any of the previously removed impervious located on the western campus. The
drainage area for the main campus is 609,943SF. The existing impervious within this drainage area that
existed prior to the Emergency Room expansion was 347,387SF which is considered Pre-1988. The
Emergency Room expansion was permitted in 2001 and consisted of 58,385 square feet of impervious,
which is treated by an infiltration basin and three underground infiltration systems. The total current
impervious for the drainage area is 405,772SF (66.53%) with a Net Effective BUA of 347,387SF due to
the areas currently treated.
The modifications being requested in this submittal removes pre-1988 impervious and
permitted impervious for the construction of the hospital expansion. The proposed demolished
impervious areas total 69,174SF reducing the existing BUA to 336,598SF. The proposed building
additions, sidewalks and conventional and pervious parking areas total 95,935SF of impervious area.
These modifications increase the BUA within the drainage area to 432,533SF, a difference of 26,761SF.
The additional impervious is being addressed by removing existing parking and drives located on
the western portion of the drainage area and replacing with pervious pavers, which are also considered
as treating itself. The area to be converted is 31,150SF, decreasing the net effective BUA to 401,3835F
which is 4,389SF less than the existing BUA.
The site is required to continue to treat the impervious within the existing permit. The
impervious areas within Drainage Area 1(43,644SF) will continue to be treated within the infiltration
basin. Demolition and construction of new impervious within permitted drainage areas 1, 2 & 3
der COMMEPCE ST, HESRRM MA7A1V''0
WMEYN&LE. 27M MOREHEAD CITY, KC 2057
9= 756-9= P01 247-7479 .

Rage 2
Carteret General Hospital
decreased the BUA from 14741SF to 14117SF. The entire systems for drainage area 1 & 2 are included
in the demolition as well as a portion of System 3. The remaining portion of System 3 will treat 6571SF
with the remaining 7546SF required to be treated elsewhere on the tract. This is accomplished in the
converted parking area where an additional 19,000SF of the existing conventional parking lot drains to
the pervious pavement and is treated by the BMP.
Once all of the improvements are constructed the Net Effective BUA for the drainage area will be
338,739SF, which is 8,648SF less than previously existing. Please let me know if you have any questions.
Thanks,
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#PE36970 Ez
Ginger Y. Turner, PE

Llwis,Linda .
From:
Ginger Turner [[e-mail]]
Sent:
Tuesday, July 23, 2013 1:58 PM
To:
Lewis, Linda
Cc:
'Ronald Cullipher'
Subject:
RE: Carteret General Hospital and Permeable pavement
Attachments:
PM1127-007 PERVIOUS PAVEMENT.pdf
Follow lip Flag:
Follow up
Flag Status:
Flagged
Linda,
Please take a look at the attached pdf. Hopefully this will help with my explanation. This shows the area of existing
parking, based on the existing topo, that would drain to the proposed pervious pavement. I realize I could utilize the
entire area for the 1:1 ratio, however I do not have enough separation from SHWTto increase the stone base that would
be required with the 1:1 ratio. This is why I wanted to propose to receive credit for only 19,000sfor0.6 of the existing
parking (when calculated the stone base would not need to be increased and separation requirements would be met). I
understand 1 would not receive any stormwater credit for any additional above the 19,000sf.
Thanks,
Ginger
From: Lewis,Linda [mailto:[e-mail]]
Sent: Monday, July 22, 2013 3:55 PM
To: Ginger Turner
Subject: RE: Carteret General Hospital and Permeable pavement
Ginger:
I am more than happy to allow you to pick up and treat additional existing parking lot runoff in the proposed
permeable pavement in exchange for not treating other new BUA or other previously permitted BUA on site.
The amount of asphalt pavement that can be treated by the permeable pavement cannot exceed a 1:1 ratio. If
you have 19,000 sf of permeable pavement (actual area, not credited area), then you can have a maximum of
19,000 sf of regular pavement or building roofs draining onto it for treatment.
The trick is to determine the ratio of existing BUA to proposed BUA. You are treating 19,000 sf of existing BUA,
so the amount of proposed BUA that goes untreated would be somewhat less (50%? 33%?) What ratio are you
proposing?
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.

From: Ginger Turner[mallto:[e-mail]]
Sent: Monday, July 22, 2013 3:29 PM
To: Lewis,Linda
Subject: RE: Carteret General Hospital and Permeable pavement
Linda,
I only need to know about the "additional" existing parking that will drain towards the pervious pavement and not
receive credit. I do not want to assume that this is allowed.
Thanks,
Ginger
From: Lewis,Linda fmailto:linda.lewisOncrienr.M]
Sent: Monday, July 22, 2013 2:33 PM
To: Ginger Turner
Cc: Russell, Janet; 'Ronald Cullipher'
Subject: RE: Carteret General Hospital and Permeable pavement
Ginger- I'm sorry, I wasn't aware that I needed to respond. Was there a question in or about the narrative that I
didn't catch? Maybe I've forgotten something, but I thought that the main question was about whether or not
the BUA credit could be taken for permeable pavement designed for infiltration, and the answer to that
question is yes.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Ginger Turner [ma116o:gtu neer aam]
Sent: Monday, July 22, 2013 1:43 PM
To: Lewis,Linda
Cc: Russell, Janet; 'Ronald Cullipher'
Subject: FW: Carteret General Hospital and Permeable pavement
Linda,
Have you had a chance to digest the Stormwater justification for the Carteret General Hospital site I emailed last week?
I also have a question in regards to the additional area that can be treated by the pervious pavement, which I am aware
is a 1:1 ratio. I want to limit the depth of stone which will then reduce the ratio of additional area allowed to be treated
by the pavement. There is however, more existing parking that already drains towards the pervious pavement. I am not
trying to get any additional credit for this area, but need to know it it can still drain toward the BMP (pervious
pavement).
Thanks,
Ginger Turner, P.E.
Stroud Engineering, P.A.

'107 B Commerce Street
Greenville, NC 278-58
Office- [phone] ext 234
Fax: [phone]
Email Address: aturnerdDstroudengineencom
From: Ginger Turner[mailto:gturnertbstroudengineer.com]
Sent: Thursday, July 18, 2013 4:07 PM
To: 'Lewls,Linda'
Cc: 'Russell, Janet'; 'Ronald Cullipher'
Subject: RE: Carteret General Hospital and Permeable pavement
Linda,
As requested.
Ginger Turner, F.E.
Stroud Engineering, P.A.
107 B Commerce Street
Greenville, NC27858
Office: [phone] ext 234
Fax: [phone]
Email Address: aturner0stroudengineer.com
From: Lewis,Linda fmalto:[e-mail]
Sent: Friday, July 12, 2013 9:48 AM
To: Ginger Turner
Subject: Carteret General Hospital and Permeable pavement
Ginger:
Sorry I did not do the research yesterday. A lot of things happened here that required my attention and I went
home later that afternoon with a splitting headache.
After reading the permeable pavement chapter in the BMP Manual, it appears that permeable pavement
designed to infiltrate the design storm can claim the BUA credit. The BUA credit cannot be claimed for
permeable pavement designed for detention. Please note the following observations:
1. If the site is within '/ mile of SA waters, your design storm is the pre/post 1 yr 24 hr storm (roughly 4"),
not 1.5".
2. The amount of asphalt pavement that can be treated by the permeable pavement cannot exceed a 1:1
ratio. If you have 19,000 sf of permeable pavement (actual area, not credited area), then you can have
a maximum of 19,000 sf of regular pavement or building roofs draining onto it for treatment.
3. You must either treat or bypass the 10 year 24 hour storm.
4. If you will use an interlocking paver or geogrid system, don't forget to provide the "edge restraints"
around the perimeter of the permeable pavement. I don't know if edge restraints are needed on a PC
pavement. It would appear to be a good idea to provide that extra support, especially if the weight of a
car will be concentrated near the edges, but I can't mandate that.
5. You will need to consider the interface where the permeable pavement transitions to regular pavement.
Section 18.3.12 provides information on that design.

6. `The SHWT has to be a minimum of 2' below the bottom of the aggregate base, not the bottom of the
aotual pavement,
7. The aggregate base depth for water quality, Dwq, is computed from the equation on page 18-19 of the
BMP Manual. Then, because you are infiltrating the volume, you need to also calculate the D10
aggregate depth from the equation at the top of page 18-20. For infiltration, the larger of the 2 depths,
Dwq and D10, is the minimum required aggregate depth.
8. Removing traditional pavement and replacing it with permeable pavement will most likely require the
underlying surface to be "ioosened" up. Per the construction guidelines in the BMP manual the
underlying surface must be scarified, or ripped to loosen it up and then protected from traffic until the
installation is complete and the area is stabilized.
9. Don't forget to include the costs of additional soil testing once the existing parking lot is removed and
the underlying soils are prepped for permeable pavement. This is covered in Section 18.4.3 of the BMP
Manual. If cost is a concern to the hospital, then don't forget to include the long-term maintenance
costs, i.e., regular vacuum sweeping.
10. In Section 18.3.1 of the BMP Manual, at the bottom of page 18-10, permeable pavement is not
recommended for use in heavy traffic areas. Pervious concrete (PC) does appear to provide adequate
structural support, so it might be designed for more intensive uses like the drive aisles in a parking lot,
but a thicker aggregate base would probably be recommended. Refer to the American Concrete
Institute for guidance on designing a permeable pavement for more structural support.
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 28405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.