SW8960507_HISTORICAL FILE_19960709 (2)

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 �110 05 01
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
► q oI �v 0-1 O °I
YYYYMMDD

Statb of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jondthan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
Dr. Daniel Gottovi, M.D.
New Hanover Community Health Center
408 North Eleventh Street
Wilmington, North Carolina 28401
Dear Dr. Gottovi:
IDFEE HNR
July 9, 1996
Subject: Permit No. SW8 960507
New Hanover Community Health Center
High Density Commercial Stormwater Project
New Hanover County
The Wilmington Regional Office received the Stormwater Management Permit Application for the New Hanover
Community Health Center on May 7, 1996, with final information on June 14, 1996. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater Regulations set forth in Title
15A NCAC 2H.1000. We are forwarding Permit No. SW8 960507 dated July 9, 1996, to New Hanover County
Community Health Center.
This permit shall be effective from the date of issuance until July 9, 2006, and shall be subject to the conditions and
limitations as specified therein. Please pay special attention to the Operation and Maintenance requirements in this permit.
Failure to establish an adequate system for operation and maintenance of die stormwater management system will result
in future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have the right to request an
ajudicatory hearing upon written request within thirty (30) days following receipt of this permit. This request must be
in the form of a written petition, conforming to Chapter 150B of the North Carolina General Statutes, and filed with the
Office of Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. 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, or me at
[phone].
Sincerely,
ave Adkins
Regional Water Quality Supervisor
DA/arl: S:\WQS\STORMWAT\PERMIT\960507.JUL
cc: Phil Tripp, P.E.
Alan Golden, New Hanover County Inspections
Bert Easley, New Hanover County Engineering
Linda Lewis
Wilmington Regional Office
Central Files
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 960507
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT, HEALTH AND NATURAL RESOURCES
DIVISION OF ENVIRONMENTAL MANAGEMENT
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
Dr. Daniel Gottovi, M.D.
New Hanover Community Health Center
New Hanover County
construction, operation and maintenance of a Detention Pond in compliance with the provisions of 15A NCAC
2H .1000 (hereafter referred to as the "stonnwater 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
Environmental Management and considered a part of this permit.
This permit shall be effective from the date of issuance until July 9, 2006 and shall be subject to the following
specified conditions and limitations:
I. DESIGN STANDARDS
l This permit is effective only with respect to the nature and volume of stormwater described in the
application and other supporting data.
2. This stornwater system has been approved for the management of stormwater runoff as described on
page 3 of this permit, the Project Data Sheet. The stonnwater control has been designed to handle the
runoff from 58,806 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable
parts of the permit.
2

State Stormwater Management Systems
Permit No. SW8 960507
Project Name:
Permit Number:
Location:
Applicant:
Mailing Address:
DIVISION OF ENVIRONMENTAL MANAGEMENT
PROJECT DATA
New Hanover Community Health Center
Application Date:
Water Body Receiving Stormwater Runoff:
Classification of Water Body:
If Class SA, chloride sampling results:
Pond Depth:
Permanent Pool Elevation:
Total Impervious Surfaces Allowed:
Future
Offsite Area entering Pond:
Green Area entering Pond:
Required Surface Area:
Provided Surface Area:
Required Storage Volume:
Provided Storage Volume:
Temporary Storage Elevation:
Controlling Orifice:
SW8 960507
New Hanover County
Dr. Daniel Gottovi, M.D.
NHC Community Health Center
408 North Eleventh Street
Wilmington, North Carolina 28401
May 7, 1996
Smith Creek
"C Sw"
N/A
5 feet
46.7 MSL
58,806 square feet
12,335 square feet
N/A square feet
39,204 square feet
4,214 square feet
5,098 square feet
4,819 cubic feet
5,741 cubic feet
47.7 MSL
1-1/4" pipe
3

State Stormwater Management Systems
Permit No. Sw8 960507
4. The tract will be limited to the amount of built -upon area indicated on page 3 of this permit, and per
approved plans.
5. The permittee is responsible for verifying that the proposed built -upon area does not exceed the
allowable built -upon area.
6. The following items will require a modification to the permit:
a. Any revision to the approved plans, regardless of size.
b. Project name change.
C. Transfer of ownership.
d. Redesign or addition to the approved amount of built -upon area.
e. Farther subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
In addition, the Director may determine that other revisions to the project should require a modification
to the permit.
7. 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.
H. SCHEDULE OF COMPLIANCE
The permittee will comply with the following schedule for construction and maintenance of the
stonnwater management system:
a. The stonnwater management system shall be constructed in it's entirety, vegetated and
operational for it's intended use prior to the construction of any built -upon surface except roads.
b. During construction, erosion shall be kept to a minimum and any eroded areas of the system will
be repaired immediately.
C. All connections into the stormwater system from future areas/outparcels shall be made such that
short-circuiting of the system does not occur.
2

State Stormwater Management Systems
Permit No. SW8 960507
2. The permittee shall at all times provide the operation and maintenance necessary to assure the permitted
stonnwater system functions at optimum efficiency. The approved Operation and Maintenance Plan must
be followed in it's 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 side slopes.
d. Immediate repair of eroded areas.
e. Maintenance of side slopes in accordance with approved plans and specifications.
f. Debris removal and unclogging of outlet structure, orifice device and catch basins and piping.
g. Access to the outlet structure must be available at all times.
3. Records of maintenance activities must be kept and made available upon request to authorized personnel
of DEM. The records will indicate the date, activity, name of person performing the work and what
actions were taken.
4. 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.
5. 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.
6. A copy of the approved plans and specifications shall be maintained on file by the Pennittee for a
minimum of ten years from the date of the completion of construction.
III. GENERAL CONDITIONS
This permit is not transferable. In the event there is a desire for the facilities to change ownership, or
there is a name change of the Pennittee, a formal permit request must be submitted to the Division of
Environmental Management accompanied by an application fee, 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.
2. Failure to abide by the conditions and limitations contained in this permit may subject the Permittee to
enforcement action by the Division of Environmental Management, in accordance with North Carolina
General Statute 143-215.6(a) to 143-215.6(c).
3. The issuance of this permit does not preclude the Pennittee from complying with any and all statutes,
rules, regulations, or ordinances which may be imposed by other government agencies (local, state, and
federal) which have jurisdiction.
E

State Stormwater Management Systems
Permit No. SW8 960507
4. In the event that the facilities fail to perform satisfactorily, including the creation of nuisance conditions,
the Pertnittee 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 Regional Office Staff permission to enter the property 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.
Permit issued this the 9th day of July, 1996.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
A-- rP=efi Howard, Jr., P.E., Director
Division of Environmental Management
By Authority of the Environmental Management Commission
Permit Number SW8 960507
0

State Stormwater Management Systems
Permit No. SW8 960507
New Hanover County Community Health Center
Stormwater Permit No. SW8 960507
New Hanover County
Engineer's Certification
1, , as a duly registered Professional Engineer in the State of
North Carolina, having been authorized to observe (periodically/weekly/full time) the construction of the
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.
Noted deviations from approved plans and specification:
Signature
Registration Number
Date
7

Cl
:� ►117�� s 1►YY _ ► .Y 11; ah lal►Y
Responsible Party: New Hanover Community Health CenteiPhone No. [phone]
Address: 408 North Eleventh Street
I. Monthly, or after every runoff producing rainfall event, whichever comes first:
A. Inspect the trash rack; remove accumulated debris, repair/replace if it is not functioning.
B. Inspect and clear the orifice of any obstructions. If a pump is used.as the drawdown
mechanism, pump operation will be checked. A log of test runs of the pump will be kept
on site and made available to DEM personnel upon request.
C. Inspect the pond side slopes and grassed inlet swales; remove trash, and repair eroded
areas before the next rainfall event.
D. If the pond is operated with a vegetated filter, the .filter will be checked for sediment
accumulation, trash accumulation, erosion and proper operation of the flow spreader
mechanism. Repairs/cleaning will be done as necessary.
U. Quarterly:
A. Inspect the collection system (ie. catch basins, piping, grassed swales) for proper
functioning. Accumulated trash will be cleared from basin grates, basin bottoms, and
piping will be checked for obstructions and cleared as required.
B. Pond inlet pipes will be checked for undercutting, riprap or other energy dissipation
structures will be replaced, and broken pipes will be repaired.
III. Semi-annually:
A. Accumulated sediment from the bottom of the outlet structure will be removed.
B. The pond depth will be checked at various points. If depth is reduced to 75 % of original
design depth or 3 feet whichever is greater, sediment will ,be removed to at least the
original design depth.
C. Grassed swales, including the vegetated filter if applicable, ill be reseeded twice a year
as necessary. P,hA lryINATI. R
D
E C E I V E
MAY 071996 D
PROD a ME&507

POND MAINTENANCE REQUIR]Dv=S
PAGE 2
rV. General:
A. Mowing of the side slopes will be accomplished according to the season. Maximum grass
height will be 6".
B. Cattails are encouraged along the pond perimeter, however they will be removed when they
cover more than 112 the surface area of the pond.
C. The orifice/pump is designed to draw down the pond in 2-5 days. If drawdown is not
accomplished in that time, the system will be checked for .clogging. The source of the
clogging will be found and eliminated.
D. All components of the detention pond system will be kept in good working order. Repair
or replacement components will meet the original design specifications as per the approved
stormwater plan.
V. Special Requirements:
I, Daniel Gotto i .D hereby acknowledge that Iamthe financially
responsible p for mainte an e of t 's detention pond. I will perform the maintenance as outlined
above, as part o the is ti n of C mpliance with Stormwater Regulations receiv�d for this project.
Signature: Date:
I, allotary Public forthe State of
Cofz ounty/, do hereby certify that I $¢ i
personally app hared before me this day of _
19�, and acknowledge the
due execution of the foregoing instrument. Witness my h d and official seal,
n SEAL
My commission expires j 1/aQ Is (o
I I
DA/arl: S:\WQS\STORMWATIFORMS\O&M-POND.FOR

DIVISION OF ENVIRONMENTAL MANAGEMENT
NORTH CAROLINA STORMWATER MANAGEMENT PERMTI' APPLICATION
I. GENERAL INFORMATION
1. Project Name New Hanover Community Health Center
2. Location, directions to project (include County, Address, State Road) Attach map. New Hanover County,
North Forth Street Wilmington
3. Owner's Name New Hanover Community Health Center Phone [phone]
4.Owner's Mailing Address 408 North Eleventh Street _
City Wilmington
State NC
Zip 28401
5. Application date
March 15, 1996
((eRJ2ni 68
II
6-14�i(o�
Fee enclosed $
385.00
6. Nearest Receiving Stream Smith Creek Class C-SW
7.Projectdescription Commercial Health Center
H. PERMIT INFORMATION
I. Permit No.(Tobeft/ledfnbyDEM) SWO 1 so?
2,Permit Type X New Renewal Modification (existing Permit No.)
3. Project Type: _Low Density gDetention_ Infiltration Other:_ Redevelop _General _Dir Cert
4. Other State/Federal Permits/Approvals Required (Cheek appropriate blanks)
CAMA Major Sedimentation/Erosion Control X 404 Permit
M. BUILT UPON AREA (please see NCAC ZH.1005 thru .1007 for applicable density limiu)
Classification
Allowable Impervious Area
Total Project Area
Drainage
Basin
C-Sw
0.68 Ac
2.25 Ac
Drainage Breakdown of impervious Area
Basin (Please i dicare below the design impervious area)
15,93o &-A 61,aWL-
Buildings �� SF
Proposed Impervious Area 1.35 Ac
% Impervious Area 60.0
IV. .STORMWATER TREATMENT (Describe how the runoff will be treated)
Streets
Parking/SW SF
Izi335 �a
-Other Future - -1-3--7� SF
Totals 58,806 SF
Detention Pond

V. DEED RESTRICTIONS AND PROTECTIVE COVENANTS
Deed restrictions and protective covenants are required to be recorded for all low density projects and all
subdivisions prior to the sale of any lot. Please see Attachment A for the specific items that must be recorded
for the type of project applied for.
By your signature below, you certify that the recorded deed restrictions and protective covenants for this project
shall include all the items required by the permit, that the covenants will be binding on all parties and persons
claiming under them, that they will run with the land, that the covenant cannot be changed or deleted without
concurrence from the State, and that they will be recorded prior to the sale of any lot.
VI. OWNER'S CERTIFICATION
I, Daniel Gottovi, M.D. certify that the information included on this permit
(Please print or type name clearly)
application form is correct, that the project will be constructed in conformance with the approved plans, that
the deed restrictions will be recorded with all required permit conditions, and that to the best of my knowledge,
the proposed project complies with the requirements of 15A NCAC 2A.1000. .
I authorize the below nam fl rso or firm to
U%` VL
Owner/Atith&W Agent Sign
VIE. AGENT AUTHORIZATION (MUST BE COMPLE=)
Person or firm name
Mailing Address
't stormw er pl s on my behalf.
6
and Title I I Date
211 North Fifth Avenue
City Wilmington, State NC Zip 28401 Phone [phone]
Please submit application, fee, plans and calculations to the appropriate Regional Office.
cc: Applicant/WiRO//Central Files
Office use only
D E C E I V E
MAY 071996 D
PROJ N fO'S Wd)567

�V T�
0 TRIPP ENGINEERING P.C. JUN 14 1996
211-1/2 North Fifth Avenue __
Wilmington, North Carolina 28401
Phone:[phone] • Fax:[phone]
June 13, 1996
Ms. Linda Lewis
NCDEHNR
Division of Environmental Management
127 Cardinal Drive
Wilmington, NC 28405-3845
Re: NHC Community Health Center
New Hanover County
Stormwater Project No. SW8 960507
Dear Linda:
Enclosed please find the following per your request for additional information of May 30, 1996:
1. The note on the plan has been revised to state that the stormwater shall be
directed to the detention pond.
2. Building dimensions are shown on separate sheet, enclosed.
3. The forebay section detail has been revised, as requested.
4. The application, plans and calculations have all been revised to reflect the
impervious area. Please note that the building and parking have been revised
slightly from the previously submitted plans.
We trust this additional information will complete our application and that it warrants approval for the
stormwater portion of this project. Please contact me with any questions or comments.
Sincerely,
Shannon M. Houston, EIT
Enclosures
cc: Tony Watson, BMS Architects
STORUNATER
D E C E I V E
JUN 141996 D

PORAWATE
D E C E I V E
JUN 141996 D
PFIOJ # 5GJ $ 9rPO.SO�
7"
NOTE: CONTRACTOR SHALL REFER TO ARCHITECTURAL
PLANS TO VERIFY DIMENSIONS FOR CONSTRUCTION.

Date
Job
Design
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or
SURVEYING AND ENGINEERING
211 North Filth Avenue
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Wilmington, North Carolina 28401
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STORM DRAINAGE DESIGN DATA SHEET
PROJECTQ0 COMPUTED DY =r• I DATE
LOCATION CHECKED BY— SHEET_-,�—OF to
STORM FREQUENCY to YRS.
LOCATION
AREA(ACRE)
C
INTENSITY
Q-CIA
REQ'D)
PIPE DATA
REMARKS
FROM
TO
TOTARL
TOTAL
H
L
I
fYPE
N
FS7
ENGTII
SIZE
(OFLQ
EQ'D
AVAIL.
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11 - IICIGIIT ABOVE 1111.ET Of MOST REMOIE POINT S - SLOPE (R)
L - LENOIII Of DRAINAGE AREA 0 - FLOW (0'.S.)
I - INTENSITY OF SIORM (INCITES)
NOTE: DESIGN IS BASED ON
111E SLIM OF 111E AREAS
AND HOT If(( SLIM Of
111E OISCIIARGES.
,

STORM
DRAINAGE DESIGN DATA SWEET
PROJECT COMPUTED BY =rn,1 DATE__ ----
LOCATION CHECKED BY SHEET S. OF �
STORM FREQUENCY'-5o YRS.
LOCATION
AREA(ACRE)
INTENSITY
Q-CIA
(C.F.S.
REQ'U)
PIPE DATA
REMARKS
FROM
10
O TD
TOTAL
TOTAL
N
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I
1YPE
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ENCTIt
SIZE
VEL.
( OF q
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L - 1E10111 Of DRA114AGE AREA Q - FLOW (C.f.S.) AND 1101 111E SUIT Of-
f - 1111ENSIIY OF 5101114 (INCHES) 111E DISCIIARGES.

NEW HANOVER COMMUNITY HEALTH CENTER
Tailwater Calculations - Revised
LOCATION
Q REQ'D
TAIL
HEAD
INLET
PIPE
WEIR
FROM
TO
(CFS)
LENGTH
SIZE
WATER
WATER
CONTROL
FLOW
FLOW
DI
DI
1.4
210
12
51.1
51.51
50.44
51.51
#DIV/O!
DI 2
SSMH 1
3.8
35
15
50.8
51.10
50.13
51.10
#DIV/O!
SSMH 1
DI 3
3.8
120
15
50.1
50.77
49.53
50.77
#DIV/O!
DI
DI
6.1
103
18
49.5
50.14
48.87
50.14
#DIV/O!
DI
POND
8.0
50
24
49.3
49.51
47.78
49.51
#DIV/O!
POND
Exist CB
10.6
100
24
46.0
49.30
48.19
46.49
49.30
Exist CB
Exist MH
12.7
10
24
44.8
46.00
46.00
45.21
#DIV/0!
Therefore, increase size of pipe from CB to MH frorh 12" to 24".
Pagb 6

State of North Carolina
Department of Environment, Health, and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr. DIVISION OF ENVIRONMENTAL MANAGEMENT Jonathan B. Howes
Governor WATER QUALITY SECTION Secretary
May 30, 1996
Ms. Shannon Houston
Tripp Engineering
2111/2 North Fifth Avenue
Wilmington, North Carolina 28401
Subject: ADDITIONAL INFORMATION
Stormwater Project No. SW8 960507
NHC Community Health Center
New Hanover County
Dear Ms. Houston:
The Wilmington Regional Office received a Stormwater Management Permit Application for NHC
Community Health Center on May 7, 1996. A preliminary review of that information has determined that
the application is not complete. The following information is needed to continue the stormwater review:
1. Please note on the plans that all roof drains must be connected into the on -site stormwater
system and be directed into the pond.
2. Add the building dimensions.
3. Label the vegetated shelf width, the elevations to begin and end the shelf, and the forebay
depth on the forebay section detail.
4. The calculations,
plans, and
application form do not
agree on the distribution of the
impervious area.
Please revise so that they all match up:
Plans
Calculations
Application
Building
15660
15660
15565
Asphalt/concrete
28787
28522
29494
If the application
is revised,
please line through the incorrect numbers._ add the correct
numbers, initial and date
the changes.
Do not use whiteout.
127 Cardinal Drive Extension, Wilmington. N.C. 28405-3845 • Telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Ms. Houston
May 30, 1996
Stormwater Project No. SW8 960507
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 June 30, 1996, 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 have any questions concerning this matter please feel free to can me at [phone].
Sincerely,
46' � �� e �'T ".
Ms. Linda Lewis
Environmental Engineer
DA/arl: S:\WQS\STORMWAT\ADDINFO\960507.MAY
cc: Linda Lewis
Central Files
2-

0 TRIPP ENGINEERING P.C.
211.1/2 North Fifth Avenue
Wilmington, North Carolina 28401
Phone: [phone] • Fax: [phone] t
Ms. Linda Lewis
NCDEHNR
Division of Environmental Management
127 Cardinal Drive
Wilmington, NC 28405-3845
Re: New Hanover Community Health Center
Wilmington, NC
TE No. 9615
Dear Linda:
IE@@M2WM)
MAY 0 7 1996
S1,U89Cq_OSG�-
May 6, 1996
Enclosed please find two sets of plans, one application, pond maintenance form, two sets of
sealed calculations and the required application fee for the subject project.
Please review for approval and contact our office with any questions or comments. Thank you.
Sincerely,
Shannon M. Houston, EIT
Enclosures
KORN WARR
D E C E I V E
MAY 071996 D
PROJ N �Oso�