SW8060302_HISTORICAL FILE_20060420

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
COMPLIANCE EVALUATION INSPECTION
DOC DATE
o�GY�'o�ab
YYYYMMDD

State Stormwater Management Systems
Permit No. SW8 060302
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY 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
John M. Herion and 1302 Properties, LLP
Southeastern Nephrology
New Hanover County
FOR THE
construction, operation and maintenance of an underground infiltration trench in
compliance with the provisions of 15A NCAC 2H .1000 (hereafter 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 of
Water Quality and considered a part of this permit.
This permit shall be effective from the date of issuance until April 20, 2016, and shall be
subject to the following specified conditions and limitations:
I. DESIGN STANDARDS
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 Section 1.6 on page 3 of this permit. The stormwater
control has been designed to handle the runoff from 39,161 square feet of
impervious. area. This trench must be operated with a 30' vegetated filter.
3. The tract will be limited to the amount of built -upon area indicated on page 3 of
this permit, and per approved plans. There is no allotment for future built -upon
area at the site.
4. All stormwater collection and treatment systems must be located in either
dedicated common areas or recorded easements. The final plats for the project
will be recorded showing all such required easements, in accordance with the
approved plans.
5. The runoff from all built -upon area within the permitted drainage area of this
project must be directed into the permitted stormwater control system.
Page 2 of 7

State Stormwater Management Systems
Permit No. SW8 060302
6. The following design criteria have been provided in the infiltration trench and
must be maintained at design condition:
a. Drainage Area, acres: Z
Onsite, ft :
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
OS Buildings, P :
OS Parking, ft : z
OS Sidewalks, ft
C. Design Storm, inches:
d. Trench Dimensions, L x W x H, ft
e. Perforated Pipe Diameter/Length
f. Bottom Elevation, FMSL:
g. Bypass Weir Elevation, FMSL:
h. Permitted Storage Volume, ft3:
i. Type of Soil:
j. Expected Infiltration Rate, in/hr:
k. Seasonal High Water Table, FMSL
I. Time to Draw Down, hours:
M. Receiving Stream/River Basin:
n. Stream Index Number:
o. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
1.273
55,464
None
39,161
6,197
30,672
2,292
1.0
12" 0 Pipe : 169.5' x 25' x 1.17'
6"0 Pipe: 85' avg. x 34.5' x 1.17'
6" 0 /125'
12,'0/112'
46.75
47.92'
3,342
Kureb Sand
60
44.75
0.1
UT to Greenfield Lake / Cape Fear
18-76-1
"C; Sw"
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 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. Semiannual scheduled 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 all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of bypass structure, filter media, flow
spreader, catch basins, piping and vegetated filter.
g. A clear access path to the bypass structure must be available at all times.
Page 3 of 7

State Stormwater Management Systems
Permit No. SW8 060302
4. Records of maintenance activities must be kept and made available upon
request to authorized personnel of DWQ. The records will indicate the date,
activity, name of person performing the work and what actions were taken.
5. The facilities shall be constructed as shown on the approved plans. This permit
shall become voidable unless the facilities are constructed in accordance with
the conditions of this permit, the approved plans and specifications, and other
supporting data.
6. 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.
7. 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.
8. Access to the stormwater facilities shall be maintained via appropriate
easements at all times.
9. 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. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area or to the
drainage area.
e. Further subdivision, acquisition, lease or sale of all or part of the project
area. The project area is defined as all property owned by the permittee,
for which Sedimentation and Erosion Control Plan approval or a CAMA
Major permit was sought.
f. Filling in, altering, or piping of any vegetative conveyance shown on the
approved plan.
10. The permittee shall submit final site layout and grading plans for any permitted
future areas shown on the approved plans, prior to construction.
11. A copy of the approved plans and specifications shall be maintained on file by
.the Permittee for a minimum of ten years from the date of the completion of
construction.
12. 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.
Page 4 of 7

State Stormwater Management Systems
Permit No. SW8 060302
Ill1KCi:411:11 0],`L9 vfrsw►
This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
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, including the creation
of nuisance conditions, 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. 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.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this # e 20th day of April 2006.
NOR CAROLIN NVI ONMENTAL MANAGEMENT COMMISSION
for Alan W. Klimek, P.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7

State Stormwater Management Systems
Permit No. SW8 060302
Page 1 of 2
Southeastern Nephrology
Stormwater Permit No. SW8 060302
New Hanover County
Designer's Certification
I, , 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
S EAL
Page 6 of 7

State Stormwater Management Systems
Permit No. SW8 060302
Page 2 of 2
Certification Requirements:
.1. 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 elevations are per the approved plan.
6. The bypass structure is located per the approved plans.
7. A Trash Rack is provided on the outlet/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-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections
Page 7 of 7

STORMWATER SYSTEM & EROSION CONTROL NARRATIVE
SOUTHEASTERN NEPHROLOGY
WILMINGTON, NORTH CAROLINA
For
1302 Properties, LLC
1302 Medical Center Drive
Wilmington, NC 28401
[phone]
MAR 0 7 Z006
. YL) g 0�_0_3_
February 2006
Prepared by:
NORRIS, KUSKE & TUNSTALL CONSULTING ENGINEERS, INC.
902 Market Street
Wilmington, North Carolina 28401
[phone]
[phone] (Fax)
E-mail: [e-mail]
NKT Project No_ 05183

NARRATIVE
DESCRIPTION:
The project site is a 1.3 acre tract located at 1302 Medical Center Drive in
Wilmington, North Carolina. The soils of the site consist of lightly vegetated, sandy
topsoil and grades ranging from 0.5% to 1.0%. Approximately 1.41 acres will be graded
to allow construction of a new doctor's office with paved parking and paved access.
The runoff from the site is estimated using the rational method 10-year design storm
and rainfall data for the area. Construction is scheduled to begin as soon as all permits
and approvals are obtained.
EROSION CONTROL MEASURES:
The attached plans and specifications outline the requirements for erosion
control measures. Silt fencing will be provided along each side of the entrance drive
where stormwater would be expected to sheet flow from disturbed areas directly to
adjacent property. A gravel construction entrance will be constructed at the main
entrance. Maintenance will be provided by the grading contractor and developer.
STORMWATER MANAGEMENT MEASURES:
The project site is located in New Hanover County. Land disturbing on the site
will exceed one acre, which requires the site to comply with the State and County
Regulations. The stormwater runoff from the development will be directed to the on site
infiltration system.
CONSTRUCTION SEQUENCE:
The Contractor will install the gravel construction entrance and silt fence prior to
beginning any clearing and grading operations. Additional silt fence will be installed
when and if conditions warrant during construction. The detention pond/silt basin will
be constructed immediately after that portion of the site is cleared, and outlet structure
with protection will be installed_ . Disturbed areas will be landscaped or seeded upon
completion.

EROSION CONTROL NOTES AND MAINTENANCE PLAN
1. Install erosion control measures before beginning construction or as soon
thereafter as possible. All erosion and sediment control practices will be
checked for stability and operation following every runoff -producing rainfall but in
no case less than once every week. Any needed repairs will be made
immediately to maintain all practices as designed.
2. Maintain the gravel construction entrances in a condition to prevent mud or
sediment from leaving the construction site. The contractor shall inspect the
construction entrances on a daily basis. This will require periodic top dressing
with additional No. 4 stone. Any objectionable materials spilled, washed, or
tracked onto public roadways shall be removed immediately.
3. Install erosion control measures around the drop inlets as shown on the plans to
trap silt during construction. Inspect the erosion control around the inlets after
each rain and make repairs immediately. Remove sediment when it becomes
0.50 deep to provide adequate storage volume for subsequent rains. When the
contributing drainage area has been adequately stabilized, remove all materials
and any unstable soil and either salvage or dispose of it properly. Bring the
disturbed area to proper grade and appropriately stabilize all bare areas around
the drop inlets.
4. Sediment will be removed from behind the silt fence when it becomes 0.5 feet
deep at the fence. The sediment fence will be repaired as necessary to maintain
a barrier. Silt fence stakes shall be spaced 6 feet apart unless a wire backing is
used with 8 foot stake spacing.
5. Inspect temporary sediment traps / check dams after each period of significant
rainfall. Remove sediment and restore the trap to its original dimensions when
the sediment has accumulated to one-half the design depth of the trap. Place
the sediment that is removed in the designated disposal area and replace the
contaminated part of the gravel facing. Check the structure for damage from
erosion or piping. Periodically check the depth of the spillway to ensure it is a
minimum of 1.5 ft below the low point of the embankment. Immediately fill any
settlement of the embankment to slightly above design grade. Any riprap
displaced from the spillway must be replaced immediately. After all sediment -
producing areas have been permanently stabilized, remove the structure and all
unstable sediment. Smooth the area to blend with the adjoining areas and
stabilize properly.
6. The angle for graded slopes and fills shall be no greater than the angle that can
be retained by vegetative cover or other adequate erosion -control devices or
structures. In any event, slopes left exposed will, within 21 calendar days of
completion of any phase of grading, be planted or otherwise provided with

temporary or permanent ground cover, devices, or structures sufficient to restrain
erosion.
7. All disturbed areas shall be seeded within 15 days of disturbance. All seeded
areas will be fertilized, reseeded as necessary and mulched according to
specifications in the vegetative plan to maintain a vigorous, dense vegetative
cover.
8. More stringent measures shall be used to halt erosion if those shown on this plan
are not effective.
9. All erosion shall be controlled including side slopes before the project is
completed.
10. Remove temporary measures upon completion of project. All permanent
measures will be well established before project closeout.

SECTION 02920
SOIL EROSION AND SEDIMENTATION CONTROL
1. GENERAL
1.1 Contractor shall take every reasonable precaution throughout construction to
prevent the erosion of soil and the sedimentation of streams, lakes, reservoirs, other
water impoundments, ground surfaces, or other property as required by State and Local
regulations.
1.2 The Contractor shall install all required silt fences, and construction entrances at
the initiation of work, and have these measures reviewed and approved by the local
permit authority prior to clearing and grading operations.
1.3 The Contractor shall, within 15 days of suspension or completion of land
disturbing activities, provide permanent protective covering for disturbed areas.
Temporary and permanent erosion control measures shall be coordinated to assure
economical, effective, and continuous erosion and siltation control throughout the
construction and post -construction period. Use the specified seed for both temporary and
permanent seeding.
2. PRODUCTS
2.1 Asphalt for anchoring mulch shall be Type SS-1 Emulsion.
2.2 Fertilizer shall be 10-10-10 grade or equivalent.
2.3 Lime shall be dolomitic agricultural ground limestone containing not less than 10
percent magnesium oxide.
2.4 Mulch shall be small grain straw, hay, wood chips, asphalt emulsion, jute or other
suitable material free of undesirable weed seed.
2.5 Phosphate shall be 20 percent superphosphate or equivalent_
2.6 Seed shall be 20% carpet grass, 24% Bermuda, 20% turf Fescue, 10% Creeping
Red Fescue, and 24% Annual Rye grain. Bermuda seed shall be hulled for warm
weather planting and unhulled for cool weather planting. Purity of seed shall be a
minimum of 98 percent and germination shall be a minimum of 85 percent.
2.7 Silt fence shall consist of NCDOT Class A fabric supported by wood or metal
posts spaced not more than 6 feet on center. The bottom of the fabric shall be buried a
minimum of 6 inches.
2.8 Gravel for check dams shall be #57 washed stone_

2.9 Aggregate for construction entrance shall be #4 washed stone.
2.10 Stone rip rap for check dams and erosion control shall be NCDOT Class A or B
as shown.
3. EXECUTION
3.1 General: Take every practicable measure during construction or suspension to
work to minimize erosion and siltation. Measures should include good construction
practices, temporary physical barriers to sediment travel, settling basins for new ditches,
and establishment of vegetative cover.
3.2 Construction Practices
3.2.1 Avoid dumping soil or sediment into any wetland or watercourse.
3.2.2 Maintain an undisturbed vegetative buffer where possible between a natural
watercourse and trenching and grading operations.
3.2.3 Avoid equipment crossings of streams, creeks, and ditches where practicable.
3.2.4 Grade all cut, fill and ditch slopes to minimum slope of 3.1, unless otherwise
shown or directed.
3.3 Temporary Physical Barriers are required where sedimentation on off site
property or excessive erosion is a problem.
3.3.1 Mulch shall be used for temporary stabilization of areas subject to excessive
erosion and for protection of seedbeds after planting where required.
1. Apply grain straw and hay at a rate of 75 to 100 pounds per 1000 square feet
and wood chips at a rate of 500 pounds per 1000 square feet. Jute and mesh
should be installed as per manufacturer's instructions.
2. Asphalt emulsion for slope stabilization should be applied at a rate of 1,000
gallons per acre. Asphalt emulsion used for anchoring straw should be
applied at a rate of 150 gallons per ton of straw.
3.3.2 Silt Fences shall be used at the base of slopes to restrict movement of sediment
from the site. Clean silt fence of accumulated sediment after each rainfall event or
when it exceeds a depth of 0.5 feet above natural grade.
3.3.3 Stone Check Dams, placed at the discharges of creeks, ditches, and swales,
shall consist of Class A or Class B erosion control stone at minimum two feet high and

three feet thick across the watercourse, with a one foot thick layer of gravel on upstream
side. Remove sediment if accumulated to a depth of 1.0 feet at upstream face.
3.4 Vegetative Cover: Establish and maintain permanent vegetative cover on all
unpaved areas disturbed by the work.
3.4.1 Preparation of Seedbed: Areas to be seeded shall be scarified to a depth of 4
inches and until a firm, well pulverized, uniform seedbed is prepared. Lime, phosphorous
and fertilizer shall be applied during the scarification process in accordance with the
following rates:
Lime: 45 pounds per 1000 square feet
Phosphorous: 20 pounds per 1000 square feet
Fertilizer: 17 pounds per 1000 square feet
3.4.2 Seeding: Disturbed areas shall be seeded with 2 to 3 pounds per 1000 square
feet of the specified seed mixture. Seed shall be worked into the bed to a depth of 114
inch. Regrade and seed eroded areas immediately
3.4.3 Mulch all areas immediately after seeding. Mulch shall be applied and anchored
as specified hereinbefore. Reapply as necessary to retain cover until grass is
established.
3.5 Construction Entrance: Provide an aggregate drive, 20 feet wide by 50 feet long
by 6 inches thick at each entrance to the site used by construction vehicles, until such
time as the permanent roadway is constructed. Remove soil if accumulated to a depth
greater than 0.5 inches.
3.6 Maintenance: The Owner and Contractor shall be responsible for maintaining all
temporary and permanent erosion control measures. Temporary structures shall be
maintained until such time as vegetation is firmly established in the area protected by
the structure. Permanent streambank protection and grassed areas shall be
maintained until completion of the project. Areas that fail to show a suitable stand of
grass or which are damaged by erosion shall be immediately repaired.
END OF SECTION

As = - NORRIS, KUSKE TUNSTALL
Aoo'�� CONSULTING ENGINEERS, INC.
April 3, 2006
Mr. Paul Bartlett, P-E., Environmental Engineer
NC DENR / Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: Southeastern Nephrology
SW8 060302
Additional Information
NKT Project No. 05183
Dear Mr. Bartlett:
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, P.E. of Counsel
We are responding to your comments of March 20, 2006 regarding the subject project as
follows:
A note has been added that no wetlands exist on the site.
The invert elevations have been added and modified.
The seasonal high water table has been revised to reflect an elevation of 44.75 on the
plans and in the supplement.
A 30' vegetated filter has been added to the plans.
�8 The calculations have been revised to reflect a required volume of 3,167 cubic feet.
VIEK Skipped on your letter.
V
The supplement has been modified to reflect both 6 inch and 12 inch pipes. These
have not been used in the volume calculations to be conservative.
f
8. /The infiltration system size has been changed. The new bottom surface elevation is
46.75.
We are enclosing two (2) sets of revised plans, one (1) set of revised calculations and the
revised supplement application (SWU-107) for your approval. Please contact us if you have
any further questions or comments. Thank you for your assistance on this project.
Sincerely,
NORRIS, KUSKE & TUNSTALL
CONSULTINNGINEERS, INC
T Phillib-Wrris, P.E.
JPf4/asn 05183 04-03-06-s-sw response-Itr
o r, fl �n �a
cc: Chip Overman / Clancy & Theys Construction Co.
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] Fax: [phone]

• P. 1
T COMMUNICATION RESULT REPORT ( MAR.20.2006 1119PM ) '�
TTI NCDENR WIRO
FILE MODE OPTION ADDRESS (GROUP) -------RESULT- PAGE
---------------------------- -----------------------
--------------
-557 MEMORY TX----- 93433604 OK P. 3/3
REASON FOR ERROR
E-1) HANG UP OR LINE FAIL
E-3) NO ANSWER
E-2) BUSY
E-4) NO FACSIMILE CONNECTION
State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
Date: 3/20/06
To: Phil Norris
Company: NKT
FAX #: [phone]
William G. Ross, Jr., Secretary
FAX COVER SHEET
N6). of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060302
Project Name: Southeastern Nephrology
MESSAGE:
Phil,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Herion, and a copy will be mailed to you,

State of North Carolina
Department of Environment and Natural Resources
Wilmington Regional Office
Michael F. Easley, Governor
Date: 3/20/06
To: Phil Norris
Company: NKT
FAX #: [phone]
William G. Ross, Jr., Secretary
FAX COVER SHEET
No. of Pages: 3 (Incl. Cover)
From: Paul Bartlett
Water Quality Section -
Stormwater
FAX #: [phone]
Phone #: [phone]
DWQ Stormwater Project Number: SW8 060302
Project Name: Southeastern Nephrology
MESSAGE:
Phil,
A Request for Additional Information is attached for the subject project. The original will
be mailed to Mr. Herion, and a copy will be mailed to you.
ENBlptb: S:IWQSISTORMWATERIADDINF0120061060302.mar06
127 Cardinal Drive Extension, Wilmington, NC 28405-3845 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

-o�oF w A r�RQ�
r
March 20, 2006
Mr. John M. Herion, Partner
1302 Properties, LLP
1302 Medical Center Drive
Wilmington, NC 28401
Subject: Request for Additional Information
Stormwater Project No. SW8 060302
Southeastern Nephrology
New Hanover County
Dear Mr. Herion:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Lnviionment and Natural Resources
Alan W. Klimek, P.E. Director
Divisiau of Water Quality
The Wilmington Regional Office received a Stormwater Management Permit Application for
Southeastern Nephrology on March 7, 2006. A preliminary review of that information has
determined that the application is not complete. The following information is needed to
continue the stormwater review:
J1 �` lease either delineate all wetlands on site, disturbed or undisturbed, or note on
the plans that none exist.
ase provide the invert elevation for Cl #3 on Sheet #C3.
3. 0� se clarify the seasonal high water table elevation. Sheet #C7 (edited) lists
3.75', the supplement I' s 45.75', and the soils report lists 69" below grade at
Location 3 (confiracent Lewis of this office, 12I5I05), which equates to
a SHWT elevatiofor a 50.5' grade elevation per Sheet #C3.
4. Please provide aed filter for the infiltration system's bypass line or
provide 2X the vored for a 1 " storm event.
5. lease clarify the calculation for the required volume. The calculation takes a
conservative approach of: 1'712 * (20% * pervious area + 100% * impervious
1{ / area), which results in 3,535 cu ft vs. the BMP Manual calculation of: 1'712 * Rv
Drainage Area, which results In 3,167 cu ft. The BMP approach may be more
helpful in responding to Item #4 above.
✓Please clarify the pipe length and diameter entries in the supplement. Both 6"0
and 12" 0 perforated pipe are used in the infiltration system per Sheet #C3, but
('i l only 12" 0 pipe is listed in the supplement. The volume credit for the piping will
help in responding to Item #4 if the 2X volume approach is used.
8. 2P6ase clarify the infiltration system's bottom surface area. Sheet #C7
mensions result in 5,692 sq ft vs. 5,808 sq ft listed in the calculations.
No;-thCarohna
A7aturally
,North Carolina Division of Water Quality 127 Cardinal Drive E.riension Wilmington, NC 28405 Phone [phone] Customer Service
Wilmington Regional Office Iniemet: wtiwricxvaterUualily -ork Ear [phone] 1 -877-623 -6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled110% Post Consumer Paper

Mr. John M. Herion, Partner
March 20, 2006
Stormwater Application No. SW8 060302
Please note that this request for additional information is in response to a preliminary
review. The requested information should be received by this Office prior to March 28,
2006, or the application will be returned as incomplete. The return of a project will
necessitate resubmittal of all required items, including the application fee.
If you need additional time to submit the information, please mail or fax your request for
a time extension to the Division at the address and fax number at the bottom of this
letter. The request must indicate the date by which you expect to submit the required
information.
The construction of any impervious surfaces, other than a construction entrance
under an approved Sedimentation Erosion Control Plan, is a violation of NCGS
143-215.1 and is subject to enforcement action pursuant to NCGS 143-215.6A.
Please reference the State assigned project number on all correspondence. Any
original documents that need to be revised have been sent to the engineer or agent. All
original documents must be returned or new originals must be provided. Copies are not
acceptable. If you have any questions concerning this matter please feel free to call me
at [phone].
Sincerely,
77
Paul T. Bartlett, P.E.
Environmental Engineer
ENBlptb: S:IWQSISTORMWATERIADDINFO120061060302.mar06
CC' J. Phillip Norris, P.E., Norris, Kuske & Tunstall Consulting Engineers, Inc.
Paul Bartlett

0.2183
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November 16, 2005
Norris, Kuske and Tunstall Consulting Engineers
902 Market Street
Wilmington, North Carolina 28401
Attention: Mr. J. Philip Norris; P.E.
Reference: Double Ring infiltrometer Testing
Southeast Nephrology
Medical Center Drive
Wilmington, North Carolina
Job No. 1061-05-576D
Dear Mr. Norris:
RECEIVED
NOV ? 12005
In accordance with S&ME Proposal 976-05 dated September 19, 2005, S&ME personnel have
recently conducted double -ring infiltrometer testing of the surficial soils at the subject site at the
approximate location shown in Figure 1. Specifically, our representatives performed the following
work items:
1. Advanced three hand -angered borings across the site in order to visually
classify the in -place soils. The hue and chrorma of the recovered soil samples
were compared to a Munsell Soil Color Chart.
2. Conducted one double -ring infiltrometer test at a depth of approximately 19
inches below the existing ground surface. This testing was conducted in
general accordance with American Society for Testing and Materials (ASTM)
procedure D-3385 entitled, "Infiltration Rate of Soils in Field Using Double -
Ring infiltrometer".
Based on our field classifications of the excavated soils at the hand -angered boring locations, the in -
place soils consist of sands with varying amounts of silt or clay which extended to the maximum
completed boring depth of 71 inches below the existing ground surface. Water was encountered in
the boreholes at depths ranging from 57 to 69 inches below the existing ground surface. The site
water level N ill fluctuate with climatic and seasonal conditions, however, and may be higher or
1oNver at other times of the year.
5&ME, Inc. [phone]
6409 Amsterdam Way, Building 113 19101 799-9958 fox
Wilmington, Nortio CoroGna 28405 www.smeinc.com

Norris, Kuske turd Tunstall Consulting Engineers November 16, 2005
S&ME Job Number 1061-05-57617 rage Two
The average infiltration rate at the test location was 61.6 inches per hour. A summary of the field
test results is presented in Tables 1 and 2.
S&ME appreciates the opportunity to provide our services during this phase of the project. Should
you have any questions after reviewing this letter; or if we can be of additional assistance, please do
not hesitate to contact us at your convenience.
Sincerely,
S&ME, INC.
Paul A. Masten
Environmental Professional
Randy Martin, P.E.
Branch Manager
PtiM:RGM/jns
Attachments

TABLE I
Hand Auger Borings
Munsell Soil Descriptions
Southeast Nephrology
Medical Center Drive
Wilmington, North Carolina
Job Number 1061-05-576D
Depth
Location Inches
Hue
Value/Chroma
Soil Description
1 0-14
2.5 Y
4/2
Dark grayish brown slightly silty medium to
fine SAND with rock. fragments
14-30
2.5 Y
6/1
Gray slightly silty medium to fine SAND
30-48
2.5 Y
4/3
Olive brown slightly silty medium to fine
SAND (few clay lumps)
48-60
2.5 Y
3/1
Very dark gray slightly silty medium to fine
SAND
Water was encountered at a depth of 57" below the existing ground surface.
2 0-14
2.5 Y
4/1
Dark gray slightly silty medium to fine SAND
14-36
2.5 Y
7/1
Light gray slightly silty medium to fine
SAND
36-45
10 YR
2/1
Black gray slightly silty medium to fine
SAND (slightly cemented)
45-68
2.5 Y
5/2
Grayish brown slightly silty medium to fine
SAND
Water was encountered at a depth ol'64" below the existing ground surface.

TABLE 1
.lob Number 1061-05-576D
Page Two
Depth
Location Inches
Hue
Valise/Chroma
Soil Description
3 0-5
2.5 Y
4/1
Dark gray slightly silty medium to fine SAND
5-30
2.5 Y
7/1
Light gray slightly silty medium to fine
SAND
30-45
10 YR
4/2
Dark grayish brown slightly silty medium to
fine SAND (slightly cemented)
45-60
2.5 Y
4/4
Olive brown slightly silty medium to fine
SAND
60-71
2.5 Y
2.5/1
Black slightly silty medium to fine SAND
Water was encountered at a depth of 69" below the existing ground surface.
According to the Soil Survey of New Hanover County prepared by the United States Department of
Agriculture, Soil Conservation Service, the areas wherein the hand augers were advanced consist of
the Kureb soil series. As reported in the New Hanover County Soil Survey, the seasonal high water
table for that series is typically greater than 6 feet below land surface. This information conflicts with
the data gathered during the hand auger advancements. This deviation is most likely due to the amount
of rainfall that the area received during the months of September and October 2005.

TABLE 2
Double Ring Infiltrometer Testing
Southeast Nephrology
Medical Center Drive
Wilmington, North Carolina
Job Number 1061-05-576D
Location: 2
Date of Test: November 15, 2005
Depth of "Pest Below Site Grade: 19 inches
Depth of Water in Rings: 3% inches
Depth to Water: No water at time of testing
Average infiltration Rate: 61.6 inches per hour
High Water Table: >6 feet below land surface*
Soil Series: Kureb*
Inner Diameter of Inner Ring: 1 P14 inches
Inner Diameter of Outer Ring: 22'VZ inches
Note: *As interpolated from the "Soil Survey of New Hanover County" prepared by the United
States Department of Agriculture Soil Conservation Service

Approximate SS']� •9.52 I I l I I I I I Eec ° aiPE' I e;P�E I I r. vE ` c l 2 CPOW
5206 •C502 52.20 51, 79 EPBC +960 • EPBa
cs EP EP Infiltrometer ®� rcREPE c €.y
SW 6 19.55 .9 10 9.15 Y1rs1PE V ~
. ,'RO•e, °51.86 CPBC 'SNIPE PV 9 87 EW
Pv Test Location EPBC EpPC •P9..0 {}_ �9.52 PVC
I-vm1,EB+♦ Pv °.y 27 DROP INLET 7 p
-z6 DROP INLET
By °Pv TOP= 49.10 w of:R, Pv TOP=.I_ i . 9
w ... 2.0] CrJvG
Ca°cs I k _ BW .7.9
Y f1 1y[q € v,= i. V IINI'.OUT= 45.92I . °' i
O .ci'•` +� ri
at-3 w am !iO t, SaaPv c PECS CPen 2-U+EPE N a9.99 ! . r 1W WE RT c5 ©lDC St53 R
sT 5 8 •. 51. �u WI !TIE _ I a9.79 P.1 �+ if 3
SiORACE { EP { 19, I�50 Q SC .).S4
1//� 4 G
-rnL CKE ! / h 51 $��r1' S � 50 V'4C � BC
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p 51 a5 _ 52,1 p, i. 17�5R
IE'nCE .. • lvei'OZ , CE6.lR 0�
qp .. 1°•uP1nE w I r F.F_F 52,95 A oc72
}-STORY BRI K & )-WORK �'' �Ra 796 1
s�a1 FRA, r!E I.BUIL -1NG 'EPR° e) +•cEBRR 1 •I of cs
9 •9 P ( 5-CEDAR J' RR 3'c CAR 1-CEORR
12 rt01 - 2^BWvoB l 9 a1 S5w.:7 1 ~ i L
5,WORK EPBC
li uP1nC - 2.Ow00a 9 Sn 9 9 y ]' PC Y
C 7•CREPE .1•CaCAE La 5 7 61
i - PORCR �_ �,y ga'�
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C ��YY yy' 19.97
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[71 SN51 I 50.12 ''� °S I t
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52.25 O 1'(p 7 EP.• a50,30 P9[ S BC
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°GS 1CnEPP• Q .Pv.a1 °Pv']b .SAY - J I CS07
°51.69 M ,PY69
.5192 05 to DROP INL T r- p INLET
° TCA= 4 .15 TOP= 49 45 cN°
10 s,s9 -s, �. 51 0 , ".4N_ tFA'?6 F:.B' RKIA 7.96
B' c nw INV. 46. 9 Q �n j as INV. = 45.40 0 9 ec
S2,a5Dw] 50 ]+ B.a2 EPBC 96 P 44.2 a9,72 19.19 BI I
s"0
cs , I s,). ,so,e __ EPUC ePRc .969 ePa .50 EPBC ,.ucs Q EPec-.. U' ILITY •].'
°as °5o.J5 c, EP 0 °tt
cs I ,46. B,e 5'ca r"e, 'r V ULT
ESQ EP9C q EPBC 9, 9.a7 EPBC -nO ?
2"0ri0aB S ff $C' PRC °
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EP9C EPnc yu, EPBC ! 9g53 .,9Gd ,v,as ac°< JuB
a 1,9E p Y� C9
PVC
p t J"HOLLY 1•CREPE .9.}I] a9.171 - 17-77
��,y� -~ 3-CREPE M �{ � 58-I1 I BUT
Dvi 2-DwpOa .+5 „n i c9 • L`i i.l ea r
M C5GI'€ .906 9.0a i a2,44� as _ ! 184.88 EP r. FPNc
U I+4.94 5�in `HscN CONCRETE _ L - -
�'" 0 +9.71 - - - - - DRI VE D4 BE.a w
B:: CJ `�LIL ,9.a4 5. EP 25 7 S __ Al
ry u BC 19, EP _
CONCRETE CURB J ,9,51 - - .. o SSMK 5D61 I S5ME
TO 17th STREET EP CP TOP= 48.48 TOP= 48.47 TOP= 4 21
�-- EDICAL CENTER DRIVE INV.=. 43.12 r INV.- 44.92 INV.- 4 79 oa
10.55 h,t,- - R9.77--'.'-__-L-_.` •8-7b i .R.�t
Note: Site plan drawing provided to S&ME by Clancy & Theys Construction Company personnel.
LEGEND SCALE: NOT TO SCALE DOUBLE -RING INFILTROMETER TESTING FI
GURE
SOUTHEAST NEPHROLOGY NUMBER
® Approximate CHECKED BY: PAM MEDICAL CENTER DRIVE 1
Infiltrometer DRAWN BY. JNS WILMINGTON, NORTH CAROLINA
Test Location ENGINEERING TESTING
DATE: 11-16-05 ENVIRONMENTAL SERVICES JOB NUMBER: 1061-05-576D

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http://-vvww.topozone.com/print.asp?z=18&n=3788606,7052771 &e=230306.137795634&s
3/20/2006

051x3
2O 164 9O30
State of North Carolina i006 SOSID: 0563714
Department of the Secretary of State MAC ate Filed: 6113/2000 8:04 AM
�1op Elaine F. Marshall
APPLICATION FOR REGISTRA�ON�North Carolina Secretary of State
Registered Limited Liability Partnership
Pursuant to §59-84.2 oil me General Statues ofNorth Carolina, the undersigned hereby submits this
application for registration as a Registered Limited Liability Partnership.
1.
2.
3.
4.
5.
fi.
7.
8.
The name of the partnership is: 1302 Properties, LLP
(Thee name must contain the words "Registered Limited Liability Partnership," "Limited Liability Partnership, or
the abbreviation "L.L.P.," ILL.L.P.," "LLP," or "RLLP" as the last words or letters of its name.)
The street address of the partnership's principal office is:
Number and Street 1302 Medical. Center Drive
City, State, Zip Code Wilmington, North Carolina 28401
The name of the initial registered agent is: John M. Herion
County New Hanover
The street address and county of the initial registered office of the limited liability partnership is:
Number and Street 1302 Medical Center Drive
City, State, Zip Cade Wilmington, North Carolina 28401 County New Hanover
The mailing address V dorerew from 111e swm addrm of the initial registered office is:
Briefly describe the business in which the partnership is engaged:
Real estate investments
The fiscal year end of the partnership December 31
This registration will be effective upon filing, unless a date and/or time is specified:
This the 9day of June , 2000
1302 Properties, LLP
` jinLlin . /k
Si e
John M. Herion — Partner
Type or Print Name and Title
NOM:
F►7ing fee is $125_ This domnmW end one erect or conformed oopy of the application mast be Sled wfth the Secretary of Stain.
C(MPOKA'n0NS aIYiSIQN RoBox 29622
(Revised NP
avember1999j OM LLP, NC 27626-0622Z
Form LP-07

'A
I
Page 1 of 1
OSM
North Carolina
Maine F. Marshall DEPARTM ENT OF TldE
Secretary SECRETARY OF STATE
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PO Box 29622 Raleigh, NC 27626-0622 [phone]
Date: 3/7/2006
Click here to:
View Document Filings I
Print apre-populated Annual Report Form i Annual Report Count i File an
ij
Annual Report i
Corporation Names
Name Name Type
NC 1302 Properties, LLP Legal
Limited Liability Partnership Information
SOSID:
0553714
Status:
Current -Active
Date Formed:
6/13/2000
Citizenship:
Domestic
State of Inc.:
NC
Duration:
Perpetual
Registered Agent
Agent Name:
Registered Office Address:
Registered Mailing Address:
Principal Office Address:
Principal Mailing Address:
Herion, John M.
1302 Medical Center Drive
Wilmington NC 28401
1302 Medical Center Drive
Wilmington NC 28401
1302 Medical Center Drive
Wilmington NC 28401
No Address
For questions or comments about the North Carolina Secretary of State's web site, please send a -mail to Webmaster.
http://www.secretary.state.nc.us/Corporations/Corp.aspx?PitemId=52735 87
3/7/2006

NORRIS, KUSKE &TU NSTALL
CONSULTING ENGINEERS,
March 7, 2006
Mr. Cameron Weaver, Express Review Coordinator
NC DENR 1 Division of Water Quality
Water Quality Section
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Re: State Stormwater Permit Express Review Submittal
Southeastern Nephrology
1302 Medical Center Drive
Wilmington, NC
NKT Project No. 05183
Dear Mr. Weaver:
INC.
J. Phillip Norris, P.E.
John A. Kuske, III, P.E.
John S. Tunstall, P.E.
J.A. Kuske, PE, of Counsel
Enclosed are two (2) sets of plans for the subject project, one (1) set of calculations,
one (1) copy of the stormwater narrative, one (1) copy of the soils 1 infiltration system
report, one (1) copy of the Articles of Organization, the original Division of Water Quality
Stormwater Management Permit application, the original SWU-107 supplement form,
and a $4,000.00 check for the express permit review fee.
Please review this information for approval and contact us with any questions or
comments you may have. Thank you for your assistance on this project.
Sincerely,
NORRIS, KUSKE, & TUNSTALL
CONSULTING ENGINEERS, INC.
J. Poillip Norris, P.E.
JPNlasn
05183 03-07-06-s-sw express-Itr
Enclosures
CC' Chip Overman 1 Clancy & Theys Construction Co.
902 Market Street • Wilmington, NC 28401-4733 • Phone: [phone] • Fax: [phone]