SW8000226_HISTORICAL FILE_20000317

STORMWATER DIVISION CODING SHEET
POST-CONSTRUCTION PERMITS
PERMIT NO. SW8 ()ODa(o
DOC TYPE ❑ CURRENT PERMIT
❑ APPROVED PLANS
[?I HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
YYYYMMDD

Stste of North Carolina
Department of Environment �.
and Natural Resources � ®
Wilmington Regional Office ® p0 E R
James B. Hunt, Jr., Governor NORTH (AROLINA DEPARTMENT OF
Bill Holman, Secretary ENVIRONMENT AND NATURAL RESOURCES
Division of Water Quality
March 17, 2000
Ms. Rebecca S. Laymon, President
St. John's Museum of Art_. Inc. BOD
H 4 Orange Street
Wilmington, NC 28401
Subject: Permit No. SW8 000226
Louise Wells Cameron Art Museum
High Density Stormwater Project
New Hanover County
Dear Ms. Laymen:
i
The Wilmington Regional Office received a complete Stormwater Management Permit Application for Louise Wells
Cameron Art Museum on February 18, 2000. 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 000226 dated March 17, 2000, for the construction of Louise Wells Cameron Art
Museum.
This permit shall be effective from the date of issuance until March 17,2010, 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 the 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
adj udicatory 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 276 1 1-7447. 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 Scott Vinson, or
me at [phone].
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
RSS/sav: S:\WQS\STORMWAT\PERMIT\000226.MAR
cc: Lary Sneeden, P.E.
Tony Roberts, New Hanover County Inspections
Beth Easley, New Hanover County Engineering
Scott Vinson
Wilmington Regional Office
Central Files
127 Cardinal Dr. Ext.,Wilmington,North Carolina 28405 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper

State Stormwater Management Systems
Permit No. SW8 000226
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 ofNorth Carolina as amended,and
other applicable Laws, Rules, and Regulations
PERMISSION IS HEREBY GRANTED TO
St. John's Museum of Art, Inc. BOD
Louise Wells Cameron Art Museum
Ne",Hanover County
FOR THE
construction,operation and maintenance of a wet detention pond in compliance with the provisions of 15A NCAC
2H A000 (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 March 17, 2010 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 on page
3 of this permit,the Project Data Sheet.The stormwater control has been designed to handle the runoff from
180,900 square feet of impervious area.
3. Approved plans and specifications for this project are incorporated by reference and are enforceable parts
of the permit.
4. The tract will be limited to the amount of built-upon area indicated on page 3 of this permit, and per
approved plans.
2

State Stormwater Management Systems
Permit No. S W 8 000226
DIVISION OF WATER QUALITY
PROJECT DESIGN DATA SHEET
Project Name: Louise Wells Cameron Art Museum
Permit Number: SW8 000226
Location: New Hanover County
Applicant: Ms. Rebecca S. Laymon, President
Mailing Address: St. John's Museum of Art, Inc. BOD
114 Orange Street
Wilmington,NC 28401
Application Date: February 18, 2000
Name of Receiving Stream/Index #: Barnards Creek/ CPF17 18-80
Classification of Water Body: "C SW"
If Class SA, chloride sampling results: n/a
Pond Depth, feet: 5.00
Permanent Pool Elevation, FMSL: 38.00
Total Impervious Surfaces, frz: 180,900
Buildings, ftz: 33,500
Streets, ftz: 35,900
Parking, ftz: 75,100
Sidewalks, frz: 19.100
Other (Paths & Patio), ftz: 10,900
Future Building, ftz: 6,400
Offsite Area entering Pond, ftz: none,per Engineer
Required Surface Area, ftz: 12,663
Provided Surface Area, ftz: 14,684
Required Storage Volume, ft3: 15.268
Provided Storage Volume, ft': 17,504
Temporary Storage Elevation, FMSL: 39.10
Controlling Orifice: 2.00"� pipe
3

State Stormwater Management Systems
Permit No. SW8 000226
II. SCHEDULE OF COMPLIANCE
1. The stormwater management system shall be constructed in it's entirety, vegetated and operational for its
intended use prior to the construction of any built-upon surface except roads.
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 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.
4. Records of maintenance activities must be kept and made available upon request to authorized personnel
ofDWQ. The records will indicate the date,activity,name of person performing the work and what actions
were taken.
5. Decorative spray fountains will not be allowed in the stormwater treatment system.
6. 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.
7. 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.
8. 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.
9. 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. Further subdivision of the project area.
f. Filling in, altering, or piping of any vegetative conveyance shown on the approved plan.
10. The Director may determine that other revisions to the project should require a modification to the permit.
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.
4

State Stormwater Management Systems
Permit No. SW8 000226
12. Prior to the sale of any portion of the property,an access/maintenance easement to the stormwater facilities
shall be granted in favor of the permittee if access to the stormwater facilities will be restricted by the sale
of any portion of the property.
13. The permittee is responsible for verifying that the proposed built-upon area does not exceed the allowable
built-upon area.
14. The runoff from all built-upon area on the project must be directed into the permitted stormwater control
system.
15. 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.
I11. GENERAL CONDITIONS
1. 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 Permittee, a formal permit request must be submitted to the Division of Water
Quality 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 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)
which have 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 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 17th day of March, 2000.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Kerr. T. Stevens, Director
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 000226
5

State Stormwater Management Systems
Permit No. SW8 000226
Louise Wells Cameron Art Museum
Stormwater Permit No. SW8 000226
New Hanover 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 ofmy 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:
SEAL
Signature
Registration Number
Date
6

State Stormwater Management Systems
Permit No. SW8 000226
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. The outlet/bypass structure elevations are per the approved plan.
5. The outlet structure is located per the approved plans.
6. Trash rack is provided on the outlet/bypass structure.
7. All slopes are grassed with permanent vegetation.
8. Vegetated slopes are no steeper than 3:1.
9. The inlets are located per the approved plans and do not cause short-circuiting of the system.
10. The permitted amounts of surface area and/or volume have been provided.
l 1. Required drawdown devices are correctly sized per the approved plans.
12. All required design depths are provided.
13. All required parts of the system are provided, such as a vegetated shelf, and a
forebay.
i 4. The overall dimensions of the system, as shown on the approved plans, are provided.
cc: NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspector
7

A&K Project No. 98192
y .t
OFFICE USE"ONLY,1s.i.:�.. A�'a.
Date Received - Fee Paid Permit Number
IL - 9z/ 9 2
State of North Carolina
Department 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
I. Applicants name(specify the name of the corporation,individual,etc.who owns the project):
Board of Directors, St. John's Museum of Art, Inc.
2. Print Owner/Signing Official's name and'title(person legally responsible for facility and compliance):
Rebecca S. Laymon, President
3. Mailing Address for person listed in item 2 above:
114 Orange Street
City: Wilmington State: NC zip: 28401
Telephone Number: ( 910 ) 763-0 S1
4. Project Name(subdivision,facility,or establishment name-should be consistent with project name on
plans,specifications,letters,operation and maintenance agreements,etc.):
Louise Wells Cameron Art Museum
5. Location of Project(street address):
3201 South 17th Street
City: Wilmington - County: New Hanover
6. Directions to project(from nearest major intersection):
Southeast rorner of Ind penden Boulevard and go,]Lb t7_tbS.treet
7. Latitude: 340 11' N Longitude: 220 55, w of project.
8. Contact person who can answer questions about the project: -
Name: Reynolds Brown Telephone Number: ( 910 ) 763-0281
II. PERMIT INFORMATION:
1. Specify whether project is(check one): % New Renewal Modification
Form SWU-101 Version 3.99 Page 1 of

2. If this application is being submitted as the result of a renewal or modification to an existing permit,list the
existing permit number N/A and its issue date(if known) K
3. Specify the type of project(check one):
_Low Density X High Density _Redevelop _General Permit _Other
4. Additional Project Requirements(check applicable blanks):
_CAMA Major x Sedimentation/Erosion Control _404/401 Permit _NPDES Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748.
III. PROJECT INFORMATION
1. In the space provided below,summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing stormwater management for the project.
Runoff will be collected in a piped system and directed to a detention pond
designed for 1 inch rainfall and 90% TSS removal.
2. Stormwater runoff from this project drains to the Cape Fear River basin.
3. Total Project Area: 2.37 acres 4. Project Built Upon Area: 44 %
5. How many drainage areas does the project have? 1
6. Complete the following information for each drainage area. If there are more than two drainage areas in the
project,attach an additional sheet with the information for each area provided in the same format as below.
Basinlnformahon � y Dratnage Areal<kss ti '?,'Drainage Area 2' ,*r
Receiving Stream Name
Receiving Stream Class C SW
Drainage Area 9. 37 AC
Existing Impervious*Area 0 AC
Pro osed Irn ervious Area 4. 15 AC
%Impervious*Area(total) 44
eivo sSuifaceArearw � ' Dratnage�Area l 7 " Drama a Area 2, e r
,...,, I g�m
On-site Buildings 0. 92 AC
On-site Streets 0.82 AC
On-site Parking 1. 72 AC
On-site Sidewalks 0.44 A 0
Other on-site 0.25 AC
Off-site 0
Total: 4. 15 AC Total:
Impervious area is defined as the built upon area including,but not limited to,buildings, roads,parking areas,
sidewalks,gravel areas,etc.
Form SWU-101 Version 3.99 Page 2 of 4

P 7: How was the off-site impervious area listed above derived? N/A
IV. DEED RESTRICTIONS AND PROTECTIVE COVENANTS N/A
The following italicized deed restrictions and protective covenants are required to be recorded for all
subdivisions,outparcels and future development prior to the sale of any lot. If lot sizes vary significantly,a
table listing each lot number,size and the allowable built-upon area for each lot must be provided as an
attachment.
1. The following covenants are intended to ensure ongoing compliance with state stormwater management permit
number as issued by the Division of Water Quality. These covenants may
not be changed or deleted without the consent of the State.
2. No more than square feet of any lot shall be covered by structures or impervious materials.
Impervious materials include asphalt,gravel,concrete,brick,stone,slate or similar material but do not include wood
decking or the water surface of swimming pools.
3. Swales shall not be filled in,piped,or altered except as necessary to provide driveway crossings.
4. Built-upon area in excess of the permitted amount requires a state stormwater management permit modification prior to
construction.
5. All permitted runoff from outparcels or future development shall be directed into the permitted stormwater control
system. These-connections to the stormwater control system shall be performed in a manner that maintains the
integrity and performance of the system as permitted.
By your signature below,you certify that the recorded deed restrictions and protective covenants for this project
shall include all the applicable items required above,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 State,and that they will be recorded prior to the sale of any lot.
V. SUPPLEMENT FORMS
The applicable state stormwatet management permit supplement form(s)listed below must be submitted for
each BMP specified for this project. Contact the Stormwater and General Permits Unit at(919)733-5083 for the
status and availability of these forms.
Form SWU-102 Wet Detention Basin Su lement
Form SWU-103 Infiltration Basin Supplement
Form SWU-104 Low Density Supplement
Form SWU-105 Curb Outlet System Supplement
Form SWU-106 Off-Site System Supplement
Form SWU-107 Underground Infiltration Trench Supplement
Form SWU-108 Neuse River Basin Supplement
Form SWU-109 Innovative Best Management Practice Supplement
Fonn SWU-101 Version 3.99 Page 3 of 4

VI. SUBMITTAL REQUIREMENTS f
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. The complete-application package should be
submitted to the appropriate DWQ Regional Office.
1. . Please indicate that you have provided the following required information by initialing in the space
provided next to each item.
Initials
• Original and one copy of the Stormwater Management Permit Application Form ci s
• One copy of the applicable Supplement Form(s) for each BMP c e s
• Permit application processing fee of$420(payable to NCDENR) c?-p
• Detailed narrative description of stormwater treatment/management cr r
• Two copies of plans and specifications,including: C�J
-Development/Project name '
Engineer and firm
-Legend
-North arrow
-Scale
-Revision number&date
-Mean high water line
-Dimensioned property/project boundary
-Location map with named streets or NCSR numbers
-Original contours,proposed contours,spot elevations,finished floor elevations
-Details of roads,drainage features,collection systems,and'stormwater control measures
-Wetlands delineated,or a note on plans that none exist
-Existing drainage(including off-site),drainage easements,pipe sizes,runoff calculations
Drainage"a`reas•delineafed!'-
:'�• ". = . .
Vegetated b`dffers`(wfiere iequiued)
i
VII. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf,please complete this'section.
` - .Mr. Larry Sneeden. -
Designated agent(individual orfirm): Andrew & Kuske Consulting Engineers, Inc.
Mailing Address: 902 Market Street
City: Wilmington State. NC Zip. 28401
Phone: ( 910 j 343-9653 _ F {- 91'0 '343-9604"
VIII. APPLICANT'S CERTIFICATION
I,(print or type name of person listed in General Information,-item 2) LQUV" a
certify that the information included on this permit application form is,to the best of my khowledge,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 15A
NCAC 2H.1000.
Signature: �- Date:
Form SWU-101 Version 3.99 Page 4 of 4

A&K Project No. 98192
Permit
(to be provided bY DWQ)
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
STORMWATER MANAGEMENT PERMIT APPLICATION FORM
WET DETENTION BASIN SUPPLEMENT
This form may be photocopied for use as an original
DWO Stormwater Management Plan Review:
A complete stormwater management plan submittal includes an application form, a wet detention basin
supplement for each basin, design calculations, and plans and specifications showing all basin and outlet
structure details.
I. PROJECT INFORMATION
Project Name: Louise Wells Cameron Art Museum
Contact Person: Reynolds Brown Phone Number: ( 910 1 763-0281
For projects with multiple basins, specify which basin this worksheet applies to: 1
elevations
? Basin Bottom Elevation 33. 0 ft. (floor of the basin)
Permanent Pool Elevation 38.0 fit. (elevation of the orifice)
Temporary Pool Elevation 39. 1 fit. (elevation of the discharge structure overflow)
areas
Permanent Pool Surface Area 15, 000 sq. ft. (water surface area at the orifice elevation)
Drainage Area 9.37 ac. (on-site and off-site drainage to the basin)
Impervious Area a_ 1 s ac. (on-site and off-site drainage to the basin)
volumes
Permanent Pool Volume 38, 900 cu. ft. (combined volume of main basin and forebay)
Temporary Pool Volume 1 a 10n cu. ft. (volume detained above the permanent pool)
Forebay Volume 7400 cu. ft. (approximately 20% of total volume)
Other parameters
SA/DA1 3.5% (surface area to drainage area ratio from DWQ table)
Diameter of Orifice 2 in. (2 to 5 day temporary pool draw-down required)
Design Rainfall 1.0 in.
Design TSS Removal z 90 % (minimum 85% required)
Form SWU-102 Rev 3.99 Page 1 of 4

== Andrew & Kuske John R. Andrew,P.E.
CONSULTING ENGINEERS, INC. J.A. Kuske,P.E.
J. Phillip Norris,P.E.
902 Market St. •Wilmington,North Carolina 28401-4733•Telephone [phone]• Fax [phone]•akengnrs®wilmington.net
February 17, 2000 0 1,TVF'.I�
E 2400
NC DENR
Division of Water Quality _
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Attn: Ms. Linda Lewis
Re: St. John's Museum of Art / Louise Wells Cameron Art Museum
New Hanover County
A&K Project No. 98192
Dear Ms. Lewis:
Enclosed are two sets of plans for the subject project, calculations, the original
Division of Water Quality stormwater management permit application, plus one
copy, two copies of the SWU-102 supplement form, two copies of the stormwater
narrative and a $420.00 check for the processing 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,
ANDREW & KUSKE
CONSULTIN7EN INEERS, INC.
C. Lawrence Sneeden, Jr., P. E.
CLS/asn
98192swl
Enclosures
cc: Rebecca S. Laymon

STORMWATER NARRATIVE
FOR
LOUISE WELLS CAMERON ART MUSEUM
WILMINGTON, NORTH CAROLINA
DEVELOPED BY
ST. JOHNS MUSEUM OF ART, INC.
114 ORANGE STREET
WILMINGTON, NORTH CAROLINA 28401
[phone]
FEBRUARY 15, 2000
A&K #98192
�ACARP '•,
oR••.........
SEAL
10972 �.
:<gV•FNCr NE�Q •'a
9
�''•.FN E t& oo•' '
•nuw
ANDREW & KUSKE CONSULTING ENGINEERS, INC.
902 MARKET STREET
WILMINGTON, NORTH CAROLINA 28401
[phone]

STORMWATER MANAGEMENT NARRATIVE
LOUISE WELLS CAMERON ART MUSEUM
DESCRIPTION
The site is a 9.4-acre tract in the southeast quadrant of the intersection of South 17u:
Street and Independence Boulevard. The tract is bounded by road rights-of-way to the north,
south and west, and vacant property to the east. The site is undeveloped with pine trees and
underbrush. The tract is gently sloping from a ridge on the east side of the site down towards the
west. There is no expected runoff from off-site draining to this project.
The project is new development consisting of clearing, grading, and construction of an
access road, stormwater management system, building, parking and utilities to serve the art
museum. Design impervious for the entire site is computed at 44%. Approximately 8.0 acres will
be disturbed by the construction work.
STORMWATER MANAGEMENT MEASURES
Runoff will be collected in curb inlets and roof drains and piped to a new detention pond.
The pond is designed for 90% TSS removal in accordance with state regulations. Discharge from
the pond will flow to the city owned drainage system in South 17' Street
The detention pond is designed as an integral and aesthetic feature of the art museum site.
Its unique shape does not impair its functionality or compliance with state regulations.
Stormwater discharges into the forebay at the southeast end and is directed northward by a
vegetated baffle. A vegetated overflow at the normal water level allows water to flow into the
north end of the train pond and to the outlet at the south. A plug of runoff must travel a
minimum distance of 180 feet from inlet to overflow to outlet. Given an average width of less
than 60 feet along that route, the pond meets the required 3:1 length to width ratio. The other
aspects of the pond are in strict compliance with regulations.
The grading contractor will provide maintenance during construction. The Owner will
provide maintenance after occupancy.
2

Date Design Andrew and Kuske Sheet
210 a0 GAS 902 Market St. CONSULTING ENGINEERS, INC. Wilmington,N.C.28401 ) pt
Check Job For Job No.
3fGfc Stv /es' come"° Aivseua 918)92
e�uuua�.
s 1 ,—s Dn—n 5 F Ac ,���ro�Z� CARP �9
51Tr; AREA 375, Sou 8,62f' (}
IZ,a .W. 32� 700 0175 C SEry�
10972
'TUTq L ¢0 8, 2 00 9, 37 'y l_ �e
I IDS PE 92 v,o v t S um rAcC sOy`°yY
'•., NEE SNE a�•
Rvl�0/NCf �� �„�,eu"�
M/aiN 3a, 2o0 O,G9 £ f/e0
SE2�'ce 3,30� 0,oe
Fu7Jw_ G 400 o.)s
TOTAL 39 9 oo 0,f2 0, 9Z
P4KKINje -75'/ 100 1, 72 1, 7Z
STRE♦C 7S 35) rJ06 0,92 U. 82
$IDE�VAf.K'
SI rs_ '9/00, O.2)
flow /o, 000 0,Z3
TOTAL /F, /0 0 0.44 0144 ._
0714 EK
PA7r0 (,700 0, 15 --
PATHS 420o 0 .10
TOTAL /Ury'oo 0,2.5 p,25S
"r07�� Id1 VERviovT ¢, )S Ac _.._
9e IKPERviouS
7p -r 4, )5Ac -' 9% 3 -7 Ac xioo
44 '
p651c/1 Z"oft So 90 IMn,
ADD L IAkrEK�'av/ = 9,37 Ac x67 -r- 0.44)
D.S6 Ac
- Z ¢/ Soo SF -

Date Design Andrew and Kuske Sheet
2 P co G f-s 902 Market St. CONSULTING ENGINEERS, INC. Wilmington,N.C. 28401 Z Of
Check Job ff Forr+ Job No,
s+r rC S•\V. (!�'/cS CO/H 1/ln /'�VSt V).. 9Yi l S'2
DGTENTion/ -r-ofJD
A= q, 37 A�
157o 50
SA/VA = 31s' 56 '' IMP/5-'DE6V/ 91 Ts5
SA= 9, 37 Ac X 0, 03.S
0. 33 A, x ¢3SGo
14/ 30o S, F < /S 00o sF FIRa✓d = aK
S7-0zA4c= \/Otun' d- 7?Ep'r! 4,( fAc
433-6 -
-PONO V°C.UI++cS
- - -- - --&-L6 A c \/0Z jg Vow
FT SF cF 6,F
.3 -3 - , .. 3400 0 .
/C Soo
36.33. 76014 g66 .
3 f3 101 9'00 3 S0 0
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v= O CF t �I,r 52/ l00 cF r3)
° l9 /oV GF 7 / 8/ 700 GF

Date Design Andrew and Kuske Sheet
2A oa C L CONSULTING ENGINEERS, INC.S 902 Market St. Wilmington,N.C. 28401 3Of
Check Job For Job No.
S, \\/ CAL_cs 1 GAm'sm k�uSEU�\ 9$l9Z
17,SC NA sc C,C OKr r/c6
p = /9 ,vu CF ' Z DAYS = z4 HRr/oAr ; 3606 Sc:C1/4,
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0.N = (016 3z•2) 015-1) 5 = 32, z
�= O,o32 .SF pC 144" /j = Z/- <O, r71i 2
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= 8. 1 GFs

A&K Pipe Report
10 YEA K
Pipe Upstream Downstream Length Roughness Constructed Section Discharge Capacity Average Upstream Downstream Upstream Upstream Upstream
Node Node (it) Slope Size (cfs) (cfs) Velocity Invert Invert Rim Cover HGL
(ft/ft) (ft/s) Elevation Elevation Elevation (ft) (ft)
(ft) (ft) (ft)
P-10 CI-10 CI-1 232.00 0.013 0.005603 15 inch 4.39 4.84 3.58 39.20 37.90 42.50 2.05 41.26
P-17 CI-17 CI-16 52.00 0.013 0.003846 12 inch 1.51 2.21 2.35 48.50 48.30 51.00 1.50 49.21
P-16 CI-16 CI-15 98.00 0.013 0.003061 12 Inch 1.78 1.97 2.67 48.30 48.00 50.80 1.50 49.07
P-15 CI-15 CI-12 170.00 0.013 0.011176 12 inch 2.46 3.77 3.76 48.00 46.10 50.80 1.80 48.67
P-14 CI-14 CI-13 76.00 0.013 0.013158 12 inch 1.38 4.09 2.71 48.70 47.70 51.20 1.50 49.20
P-13 CI-13 CI-12 71.00 0.013 0.022535 12 inch 2.79 5.35 4.09 47.70 46.10 50.20 1.50 48.42
P-12 CI-12 0-11 58.00 0.013 0.024138 15 inch 6.42 10.04 5.60 46.10 44.70 48.60 1.25 47.12
P-11 CI-11 CI-6 58.00 0.013 0.046552 15 inch 9.20 13.94 9.70 44.70 42.00 47.20 1.25 45.86
P-9 CI-9 CI-8 97.00 0.013 0.002062 15 inch 1.64 2.93 1.34 41.40 41.20 43.90 1.25 42.84
P-8 CI-8 CI-6 52.00 0.013 0.003846 15 inch 2.73 4.01 2.23 41.20 41.00 43.90 1.45 42.74
P-7 CI-7 CI-6 29.00 0.013 0.110345 12 inch 0.23 11.83 1.27 45.20 42.00 47.70 1.50 45.40
P-6 CIE CIA 33.00 0.013 0.009091 24 inch 12.20 21.57 4.57 41.00 40.70 45.00 2.00 42.45
P-5 CI-5 CIA 34.00 0.013 0.008824 15 inch 1.97 6.07 1.60 41.00 40.70 44.00 1.75 42.50
PA CIA CI-2 302.00 0.013 0.007947 24 inch 15.88 20.17 5.81 40.70 38.30 44.00 1.30 42.14
P-3 CI-3 CI-2 34.00 0.013 0,005882 15 inch 2.69 4.95 2.19 38.50 38.30 41.60 1.85 40.95
P-2 CI-2 CI-1 46.00 0.013 0.008696 24 inch 20.47 21.09 6.52 38.30 37.90 41.60 1.30 40.56
P-1 CI-1 Outlet 6e.00 0.013 0403446 30 inch 25.70 24.08 6.61 37.90 37.70 41.90 1.50 39.89
4 1 25.5-s.
Project Title: CAMERON MUSEUM COLLECTION SYSTEM Project Engineer: LARRY SNEEDEN
c:Vhaestadlstmc\projects\98192musuem\collecti.stm SITEWORKS DESIGN GROUP StormCAD vl.0
02/10/00 06:08:22 PM 0 Haestad Methods, Inc. 37 Brookside Road Waterbury,CT 06708 USA [phone] Page 1 of 1

A&K Pipe Report
So YEAR
Pipe Upstream Downstream Length Roughness Constructed Section Discharge Capacity Average Upstream Downstream Upstream Upstream Upstream
Node Node (ft) Slope Size (cfs) (cfs) Velocity Invert Invert Rim Cover HGL
(ft/ft) (ft/s) Elevation Elevation Elevation (ft) (ft)
(ft) (ft) (ft)
P-10 CI-10 CI-1 232.00 0.013 0.005603 15 inch 5.39 4.84 4.39 39.20 37.90 42.50 2.05 42.17
P-17 CI-17 CI-16 52.00 0.013 0.003846 12 inch 1.85 2.21 2.36 48.50 48.30 51.00 1.50 49.87
P-16 CI-16 CI-15 98.00 0,013 0.003061 12 inch 2.19 1.97 2.79 48.30 48.00 50.80 1.50 49.67
P-15 CI-15 CI-12 170.00 0.013 0.011176 12 inch 3.02 3.77 3.85 48.00 46.10 50.80 1.80 49.19
P-14 CI-14 CI-13 76.00 0.013 0.013158 12 inch 1.69 4.09 2.97 48.70 47.70 51.20 1.50 49.25
P-13 CI-13 CI-12 71.00 0.013 0.022535 12 inch 3.42 5.35 4.60 47.70 46.10 50.20 1.50 48.55
P-12 CI-12 CI-11 58.00 0.013 0.024138 15 inch 7.90 10.04 6.44 46.10 44.70 48.60 1.25 47.64
P-11 CI-11 CIE 58.00 0.013 0.046552 15 inch 11.33 13.94 9.23 44.70 42.00 47.20 1.25 46.11
P-9 CI-9 CI-8 97.00 0.013 0.002062 15 inch 2.01 2.93 1.64 41.40 41.20 43.90 1.25 44.42
P-8 CI-8 CIE 52.00 0.013 0.003846 15 inch 3.38 4.01 2.75 41.20 41.00 43.90 1.45 44.47
P-7 CI-7 CIE 29.00 0.013 0.110345 12 inch 0.29 11.83 1.30 45.20 42.00 47.70 1.50 45.42
PE CIE CI-4 33.00 0.013 0.009091 24 inch 15.04 21.57 4.79 41.00 40.70 45.00 2.00 44.15
P-5 CI-5 C14 34.00 0.013 0.008824 15 inch 2.41 6.07 1.97 41.00 40.70 44.00 1.75 44.05
P-4 C1 4 CI-2 302.00 0.013 0.007947 24 inch 19.58 20.17 6.23 40.70 38.30 44.00 1.30 43.86
P-3 CI-3 CI-2 34.00 0.013 0.005882 15 inch 3.30 4.95 2.69 38.50 38.30 41.60 1.85 41.69
P-2 CI-2 CI-1 46.00 0.013 0.008696 24 inch 25.32 21.09 8.06 38.30 37.90 41.60 1.30 41.13
P-1 CI-1 Outlet 58.00 0.013 0.003448 30 inch 31.78 24.08 7.29 37.90 37.70 41.90 1.50 40.20
Project Title:CAMERON MUSEUM COLLECTION SYSTEM - Project Engineer: LARRY SNEEDEN
c:\haestad\stmc\projects\98192museum\collecLstm SITEWORKS DESIGN GROUP StormCAO v1.0
02/11/00 12:56:56 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA [phone] Page i of 1

Data for 98192 Page 1
TEN YEAR 24-HOUR RAINFALL= 7.00 IN
Prepared by ANDREW & KUSKE CONSULTING ENGINEERS, INC. 11 Feb 00
HydroCAD 5.01 000479 (c) 1986-1998 Applied Microcomputer Systems
SUBCATCHMENT 1 MUSEUM SITE AND ROAD
PEAK= 25 .68 CFS @ 12 .28 HRS, VOLUME= 1, 98 AF
ACRES CN SCS TR-20 METHOD
4.69 39 OPEN AREA, SOIL GROUP A TYPE III 24-HOUR
4.69 98 IMPERVIOUS AREA RAINFALL= 7 .00 IN
9.38 69 SPAN= 11-15 HRS, dt=.02 HRS
Method Comment Tc (min)
CURVE NUMBER (LAG) METHOD Segment ID: 20.5
L=600' s=.02
SUBCATCHMENT I RUNOFF
MUSEUM SITE AND ROAD
24 AREA= 9.38 AC
22 Tc= 20.5 MIN
20 CN= 69
18 SCS TR-20 METHOD
16 TYPE III 24-HOUR
U 14 RAINFALL= 7.00 IN
12 PEAK= 25.68 CFS
O 10 8 12.28 HRS
-1 8 VOLUME= 1 .98 AF
L
6
4
2
0m in m in m in m in m
N N r'1 r'1 V V In
TIME (hours)

Data for 98192 Page 2 ,
TEN YEAR 24-HOUR RAINFALL= 7.00 IN
Prepared by ANDREW & KUSKE CONSULTING ENGINEERS, INC. 11 Feb 00
IHydroCAD 5.01 000479 (c) 1986-1998 Applied Microcomputer Systems
REACH 1 DISCHARGE TO INDEPENDENCE
Qin = 8.76 CFS O 12.76 HRS, VOLUME= 1.44 AF
QOut= 8 .76 CPS @ 12 .78 HRS, VOLUME= 1.44 AF, ATTEN= 0%, LAG= 1.2 MIN
DEPTH END AREA DISCH
(FT) (SO-FT) (CFS) 24" PIPE STOR-IND+TRANS METHOD
0. 0 0.0 0.00 PEAK DEPTH= 1.44 FT
.2 .2 .21 n= .013 PEAK VELOCITY= 3.6 FPS
.4 .4 .89 LENGTH= 130 FT TRAVEL TIME = .6 MIN
.6 .8 1.98 SLOPE= .002 FT/FT SPAN= 11-15 HRS, dt=. 02 HRS
1.4 2 .3 8.47
1.6 2.7 9.89
1. 8 3.0 10.78
1.9 3.1 10.88
1. 9 3.1 10.78
2 . 0 3.1 10.12
REACH 1 INFLOW 8 OUTFLOW
DISCHARGE TO INDEPENDENCE
8.5
8.0 24'' PIPE
7.5 -.013 L=130' S=.002
7.0
6.5 STOR- D+TRANS METHOD
r. 6.0 VEL ITY= 3.6 FPS
0 5.5 TR EL= .6 MIN
5.0
v 4.5 pin= .76 CFS
4.0 Ocut= e. CF5
CD 3.0 LAG= 1 .2
i 2.5
2.0
I .5 �
1 .0
.5
0.00 N m m 0 n 0 in 0
TIME (hours)

Data for 98192 Page 3
TEN YEAR 24-HOUR RAINFALL= 7.00 IN
Prepared by ANDREW & KUSKE CONSULTING ENGINEERS, INC. 11 Feb 00
HydroCAD 5. 01 000479 (c) 1986-1998 Applied Microcomputer Systems
POND 1 DETENTION POND #1
Qin = 25.68 CFS ® 12 .28 HRS, VOLUME= 1.98 AF
Qout= 8 . 76 CFS ® 12. 76 HRS, VOLUME= 1.44 AF, ATTEN= 66%, LAG= 29.2 MIN
ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD
(FT) (SF) (CF) (CF) PEAK STORAGE = 44225 CF
38 .0 15000 0 0 PEAK ELEVATION= 40 .5 FT
41.0 19700 52050 52050 FLOOD ELEVATION= 41. 0 FT
START ELEVATION= 38. 0 FT
SPAN= 11-15 HRS, dt=.02 HRS
Tdet= 68.3 MIN (1.44 AF)
# ROUTE INVERT OUTLET DEVICES
1 P 38 . 0 ' 2" ORIFICE/GRATE
Q=.6 PI r-2 SQR(2g) SQR(H-r)
2 P 39.1' 3 ' x .17' ORIFICE/GRATE X 3
Q=.6 Width 2/3 SQR(2g) (H-1.5 - (H-Height) -i.5)
3 P 40.6 ' 12 ' SHARP-CRESTED RECTANGULAR WEIR
Q=C L H-1. 5 C=3 .27+.4 H/3 L=Length-O ( .1 H)
POND 1 INFLOW & OUTFLOW
DETENTION POND # 1
24 STOR-IND METHOD
22 L
CF
20 FT
18 CFS16 CF5U I4 MIN
12
3 10
O
6
4
2
Bm v� m ,n
TIME Chours)

Data for 98192 Page 4
FIFTY YEAR 24-HOUR RAINFALL= 9.00 IN
Prepared by ANDREW & KUSKE CONSULTING ENGINEERS, INC. 11 Feb 00
HydroCAD 5.01 000479 (c) 1986-1998 Applied Microcomputer Systems
SUBCATCHMENT 1 MUSEUM SITE AND ROAD
PEAK= 38.23 CFS ® 12.27 HRS, VOLUME= 2.94 AF
ACRES CN SCS TR-20 METHOD
4.69 39 OPEN AREA, SOIL GROUP A TYPE III 24-HOUR
4 .69 98 IMPERVIOUS AREA RAINFALL= 9.00 IN
9.38 69 SPAN= 11-15 HRS, dt=. 02 HRS
Method Comment TC (min)
CURVE NUMBER (LAG) METHOD Segment ID: 20.5
L=600 ' s=. 02 1/1
SUBCATCHMENT I RUNOFF
MUSEUM SITE AND ROAD
38
34 AREA= 9.36 AC
34
32 Tc= 20.5 MIN
30 CN= 69
28
^ 26 SC5 TR-20 METHOD
24 TYPE III 24-HOUR
u 2B RAINFALL= 9.00 IN
16 PEAK=J\����38.23 CFS
18
O 14 @ 12.27 HRS
J 12 VOLUME= 2.94 AF
10
8
6
4
2
0m ui m In m In m In m
TIME Chours)

Data for 98192 Page 5
FIFTY YEAR 24-HOUR RAINFALL= 9.00 IN
Prepared by ANDREW & KUSKE CONSULTING ENGINEERS, INC. 11 Feb 00
HydroCAD 5.01 000479 (c) 1986-1998 Applied Microcomputer Systems
REACH 1 DISCHARGE TO INDEPENDENCE
Qin = 22.75 CFS @ 12 . 50 HRS, VOLUME= 2.26 AF
Qout= 10.12 CFS ® 12 .38 HRS, VOLUME= 2.25 AF, ATTEN= 56%, LAG= 0.0 MIN
DEPTH END AREA DISCH
(FT) (SO-FT) (CFS) 24" PIPE STOR-IND+TRANS METHOD
0.0 0. 0 0.00 PEAK DEPTH= 2 . 00 FT
.2 .2 .21 n= .013 PEAK VELOCITY= 3.7 FPS
.4 .4 .89 LENGTH= 130 FT TRAVEL TIME = .6 MIN
.6 .8 1.98 SLOPE= .002 FT/FT SPAN= 11-15 HRS, dt=. 02 HRS
1.4 2.3 8.47
1.6 2. 7 9.89
1.8 3.0 10.78
1.9 3.1 10.88
1.9 3.1 10.78
2.0 3 .1 10.12
REACH ) INFLOW & OUTFLOW
DISCHARGE TO INDEPENDENCE
22
20 24" PIPE
n=.11 L=130' S=.002
18
_ 16 STOR-IND+TRAN5 METHOD
UELOCI TY= 3.7 FPS
14 TRAVEL= .6 MIN
12
Din= 22.75 CFS
10 - - - - - - - - Bout= -10-1-2-CFS
O 0 LAG= 0 r IN
J
6
4
2
0m LA m in m in m in m
N N m m P C IA
TIME (hours)

Data for 98192 Page 6
FIFTY YEAR 24-HOUR RAINFALL= 9.00 IN
Prepared by ANDREW & KUSKE CONSULTING ENGINEERS, INC. 11 Feb 00
HydroCAD 5.01 000479 (c) 1986-1998 Applied Microcomputer Systems
POND 1 DETENTION POND #1
Qin = 38.23 CPS O 12 .27 HRS, VOLUME= 2.94 AF
Qout= 26.03 CPS @ 12 . 50 HRS, VOLUME= 2.32 AF, ATTEN= 32W, LAG= 13 . 9 MIN
Qpri= 22 .75 CFS O 12 . 50 HRS, VOLUME= 2.26 AF
Qsec= 3 .28 CFS O 12 . 50 HRS, VOLUME= .06 AF
ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD
(FT) (SF) (CF) (CF) PEAK STORAGE = 53206 CF
38.0 15000 0 0 PEAK ELEVATION= 41.1 FT
41.0 19700 52050 52050 FLOOD ELEVATION= 41.0 FT
START ELEVATION= 38.0 FT
SPAN= 11-15 HRS, dt=.02 HRS
Tdet= 55.6 MIN (2 .32 AF)
# ROUTE INVERT OUTLET DEVICES
1 P 38.0' 2- ORIFICE/GRATE
Q=.6 PI r-2 SQR(2g) SQR(H-r)
2 P 39.1' 3' x .17' ORIFICE/GRATE X 3
Q=.6 Width 2/3 SQR(2g) (H-1.5 - [H-Height] "1. 5)
3 P 40.6 ' 12' SHARP-CRESTED RECTANGULAR WEIR
Q=C L H-1.5 C=3.27+.4 H/3 L=Length-O ( . 1 H)
4 S 40.9' 20' BROAD-CRESTED RECTA4GULAR WEIR X 1.81
Q=C L H-1.5 C=1.72, 1.88, 0, 0, 0, 0, 0, 0
Primary Discharge
�--1=Orifice/Grate
f-2=Orifice/Grate
�3=Sharp-Created Rectangular Weir
Secondary Discharge
�4=Broad-Crested Rectangular Weir
POND 1 INFLOW 8 OUTFLOW
DETENTION POND # 1
38
36 STOR-IND METHOD
34 PEAK STOR= 53206 CF
32
30 PERK ELEV= 41 . 1 FT
28
26 Din= 38.23 CFS
22 01out= 26.03 CFS
22 Opri= 22.75 CFS
2e d Dsec= 3.28 CFS
3 t6 1\ LAG= 13.9 MIN
O 14
J 12
10
0m in m 0 m in m in m
TIME (hours)

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