SW8111206_HISTORICAL FILE_20120206

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 1112010
DOC TYPE
❑ CURRENT PERMIT
❑ APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2 0 a 020 to
YYYYMMDD

North Carolina
Beverly Eaves Perdue
Governor
February 6, 2012
NC®ENR
Department of Environment and
Division of Water Quality
Charles Wakild, P. E.
Director
Natural Resources
Jesse Lee Malpass, President
Timberlind, Inc.
846 Livingston Chapel Rd.
Delco, NC 28436
Subject: State Stormwater Management Permit No. SW8 111206
Windermere Estates PUD
High Density Subdivision Wet Pond Project
Brunswick County
Dear Mr. Malpass
Dee Freeman
Secretary
The Wilmington Regional Office received a complete State Stormwater Management Permit
Application for Windermere Estates PUD on January 30, 2012. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Session Law 2008-211 and Title 15A NCAC 2H.1000. We are
forwarding Permit No. SW8 111206 dated February 6, 2012, for the construction, operation and
maintenance of the BMP's and built -upon area associated with the subject project.
This permit shall be effective from the date of issuance until February 6, 2020, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to the
conditions listed in this permit regarding the Operation and Maintenance of the BMP(s),
recordation of deed restrictions, procedures for changes of ownership, transferring the permit,
and renewing the permit. Failure to establish an adequate system for operation and
maintenance of the stormwater management system, to record deed restrictions, to transfer the
permit, or to renew the permit, 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 adjudicatory hearing by filing a written petition with the Office of
Administrative Hearings (OAH). The written petition must conform to Chapter 150E of the North
Carolina General Statutes, and must be filed with the OAH within thirty (30) days of receipt of
this permit. You should contact the OAH with all questions regarding the filing fee (if a filing fee
is required) and/or the details of the filing process at 6714 Mail Service Center, Raleigh, NC
27699-6714, or via telephone at 919-431-3000, or visit their website at www.NCOAH.com.
Unless such demands are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please contact
Steve Pusey at [phone].
Sin rely,
Chall�.E., Director
Division of Water Quality
GDS/sgp:
S:\WQS\Stormwater\Permits & Projects\201 1\1 11206 HD\2012 02 permit 111206
cc: Jeffrey Malpass, PE — Malpass Engineering, P.C.
Brunswick County Inspections & Engineering
Wilmington Regional Office Stormwater File
Wilmington Regional Office
127 Cardinal Drive Extension, Wilmington, North Carolina 28405 1��One t
Phone: [phone] \ FAX: [phone] \ DENR Assistance: 1-877-623-6748 i � OTthCa.TOlina
Internet: w .ncwaterquatty.org Naturally
An Equal Opportunity l Affirmative Action Employer

State Stormwater Management Systems
Permit No. SW8 111206
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION 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
Timberlind, Inc.
Jesse Lee Malpass, President
Mt. Misery Road, Leland, Brunswick County
FOR THE
construction, operation, and maintenance of one (1) wet detention pond in compliance
with the provisions of Session Law 2008-211 and 15A NCAC 2H .1000 (hereafter
separately and collectively 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 February 6, 2020 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. The subdivision is permitted for 51 lots at a maximum of 3,700 square feet of
built -upon area (BUA) per lot, 20 townhomes at a maximum of 2,422 square feet
of BUA per lot, and 22 townhomes at a maximum of 2,750 square feet of BUA
per lot.
3. This stormwater system has been approved for the management of stormwater
runoff as described in Section 1.6 of this permit. The runoff from all built -upon
area within the permitted drainage areas of this project must be directed into the
permitted stormwater control system. The wet pond has been designed to handle
the runoff from 507,204 square feet of impervious area.
4. The maximum built -upon area allowed for the entire subdivision is 507,204
square feet.
5. The project shall provide and maintain a 50' wide vegetative buffer adjacent
surface waters, measured horizontally from and perpendicular to the normal pool
of impounded structures, the top of bank of each side of streams and rivers and
the mean high water line of tidal waters.
Page 2 of 9

State Stormwater Management Systems
Permit No. SW8 111206
91
The following design elements have been permitted for this wet detention pond
stormwater facility, and must be provided in the system at all times.
a.
Drainage Area, acres:
21.66
Onsite, ftZ:
752,804
Offsite, ftZ:
190,589
b.
Total Impervious Surfaces, ftZ:
507,204
Lot BUA, ftZ:
297,640
Onsite Streets, ftZ:
66,663
Onsite Sidewalks, ftZ:
14,650
Other Onsite, ftZ:
2,600
Offsite, ftZ:
125,651
c.
Average Pond Design Depth, feet:
5.5
d.
TSS removal efficiency:
90%
e.
Design Storm:
1.5"
f.
Permanent Pool Elevation, FMSL:
91.5
g.
Permitted Surface Area @PP, ftZ:
40,205
h.
Permitted Temporary Storage Volume, ft3:
85,979
i.
Temporary Storage Elevation, FMSL:
93.3
j.
Predevelopment 1 yr-24 hr. discharge rate, cfs:
12.15
k.
Controlling Orifice:
4"0 pipe
I.
Orifice Flowrate, cfs :
0.31
m.
Permanent Pool Volume, ft3:
162,770
n.
Forebay Volume, ft3:
35,019
o.
Maximum Fountain Horsepower:
% HP
p.
Receiving Stream / River Basin:
Indian Creek / Cape Fear
q.
Stream Index Number:
18-70
r.
Classification of Water Body:
"C; Sw"
II. SCHEDULE OF COMPLIANCE
1. No person or entity, including the permittee, shall alter any component of the
approved stormwater drainage system shown on the approved plans, unless and
until the Division has approved of the revised plan.
2. The permittee is responsible for the routine monitoring of the project for
compliance with the built -upon area limits, grading, and the storm drainage
system established by this permit, the permit documents, the approved plans,
and the recorded deed restrictions. The permittee shall notify any lot owner that
is found to be in noncompliance with the conditions of this permit in writing, and
shall require timely resolution.
3. The permittee shall review all individual proposed and modified lot plans for
compliance with the conditions of this permit. The permittee shall not approve
any lot plans where the maximum allowed built -upon area has been exceeded, or
where revisions to the grading or to the storm drainage system are proposed
unless and until a permit modification has been approved by the Division.
4. 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 3 of 9

State Stormwater Management Systems
Permit No. SW8 111206
5. 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.
6. 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 the approved plans, regardless of size.
b. Redesign or addition to the approved amount of built -upon area.
C. Further development, subdivision, acquisition, or sale of any, 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.
d. Alteration of any aspect of the approved stormwater drainage system
and/or the approved stormwater BMPs.
e. The construction of any permitted future development areas shown on the
approved plans.
7. All stormwater collection and treatment systems must be located in either public
rights -of -way or dedicated common areas or recorded easements. The final plats
for the project will be recorded showing all such required rights -of -way, common
area and easements, in accordance with the approved plans.
During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
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.
10. 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.
11. This permit shall become void unless the facilities are constructed in accordance
with the conditions of this permit, the approved plans and specifications, and
other supporting data.
12. The permittee shall at all times provide the operation and maintenance
necessary to assure that all components of the permitted stormwater system
function at design condition. The approved Operation and Maintenance
Agreement must be followed in its entirety and maintenance must occur at the
scheduled intervals.
13. Records of maintenance activities must be kept by the permittee. The records will
indicate the date, activity, name of person performing the work and what actions
were taken.
Page 4 of 9

State Stormwater Management Systems
Permit No. SW8 111206
14. Prior to the sale of any lot, the following deed restrictions must be recorded:
a. The following covenants are intended to ensure ongoing compliance with
State Stormwater Management Permit Number SW8 111206, as issued
by the Division of Water Quality under NCAC 2H.1000.
b. The State of North Carolina is made a beneficiary of these covenants to
the extent necessary to maintain compliance with the Stormwater
Management Permit.
C. These covenants are to run with the land and be binding on all persons
and parties claiming under them.
d. The covenants pertaining to stormwater may not be altered or rescinded
without the express written consent of the State of North Carolina, Division
of Water Quality.
e. Alteration of the drainage as shown on the approved plans may not take
place without the concurrence of the Division of Water Quality.
f. The maximum built -upon area (BUA) per lot is 3,700 square feet. There
are also 20 townhomes at a maximum of 2,422 square feet of BUA per lot,
and 22 townhomes at a maximum of 2,750 square feet of BUA per lot.
This allotted amount includes any built -upon area constructed within the
lot property boundaries, and that portion of the right-of-way between the
front lot line and the edge of the pavement. Built upon area includes, but is
not limited to, structures, asphalt, concrete, gravel, brick, stone, slate,
coquina and parking areas, but does not include raised, open wood
decking, or the water surface of swimming pools.
g. All runoff from the built -upon areas on the lots must drain into the
permitted system. This may be accomplished through providing roof drain
gutters, which drain to the pond or street, grading the lot to drain toward
the street or directly into the pond, or grading perimeter swales and
directing them into the pond or street.
h. Built -upon area in excess of the permitted amount will require a permit
modification.
i. All affected lots shall maintain a 50' wide vegetative buffer adjacent to
surface waters, measured horizontally from and perpendicular to the
normal pool of impounded structures, the top of bank of each side of
streams and rivers and the mean high water line of tidal waters.
j. Any individual or entity found to be in noncompliance with the provisions of
a stormwater management permit or the requirements of the Stormwater
Rules is subject to enforcement procedures as set forth in G.S. 143,
Article 21.
k. If permeable pavement BUA credit is requested, the property owner must
submit a request, with supporting documentation, to the permittee and
receive approval prior to construction.
15. A copy of the recorded deed restrictions must be submitted to the Division within
30 days of the date of recording the plat, and prior to selling lots. The recorded
copy must contain all of the statements above, the signature of the Permittee, the
deed book number and page, and the stamp/signature of the Register of Deeds.
16. Prior to transfer of the permit, the stormwater facilities will be inspected by DWQ
personnel. The project and the stormwater facility must be in compliance with all
permit conditions. Any items not in compliance must be repaired, replaced or
restored to design condition prior to the transfer. Records of maintenance
activities performed to date will be required.
17. If the permanent pool volume is greater than 30,000 cubic feet, a decorative
spray fountain will be allowed in the stormwater treatment system, subject to the
following criteria:
a. The fountain must draw its water from less than 2' below the permanent
pool surface.
Page 5 of 9

State Stormwater Management Systems
Permit No. SW8 111206
b. Separated units, where the nozzle, pump and intake are connected by
tubing, may be used only if they draw water from the surface in the deepest
part of the pond.
C. The falling water from the fountain must be centered in the pond, away from
the shoreline.
d. The maximum horsepower for the fountain's pump is based on the
permanent pool volume. The maximum pump power for a fountain in this
pond is % HP.
18. If permeable pavement BUA credit is desired, the permittee must submit a
request to modify this permit to incorporate such language as required by the
Division of Water Quality. The request to modify must include a proposed
amendment to the deed restrictions and protective covenants for the subdivision,
and a soils report identifying the type of soil, the Seasonal High Water Table
elevation and the infiltration rate. Upon the successful completion of a permit
modification, the individual lot owners that request to utilize permeable
pavements shall submit the necessary forms and documentation to the
permittee, or a designated agent, and receive approval prior to construction of
the permeable pavement.
III. GENERAL CONDITIONS
This permit is not transferable except after notice to and approval by the Director.
At least 30 days prior to a change of ownership, or a name change of the
permittee or of the project, or a mailing address change, the permittee must
submit a completed and signed Name/Ownership Change form, to the Division of
Water Quality, accompanied by the supporting documentation as listed on the
form. The approval of this request will be considered on its merits and may or
may not be approved.
2. The permittee is responsible for compliance with all permit conditions until such
time as the Division approves a request to transfer the permit. Neither the sale of
the project in whole or in part, nor the conveyance of common area to a third
party constitutes an approved transfer of the permit.
3. 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.
4. 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.
5. In the event that the facilities fail to perform satisfactorily the Permittee shall take
immediate corrective action, including those as may be required by this Division,
such as the construction of additional or replacement stormwater management
systems.
6. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting the permitted stormwater
management facility.
7. The permit issued shall continue in force and effect until revoked or terminated.
The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and re -issuance or
termination does not stay any permit condition.
8. 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.
Page 6 of 9

State Stormwater Management Systems
Permit No. SW8 111206
9. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit. The permittee shall maintain a copy of
the permit, O&M Agreements, and the approved plans at all times.
10. The issuance of this permit does not prohibit the Director from reopening and
modifying the permit, revoking and reissuing the permit, or terminating the permit
as allowed by the laws, rules and regulations contained in Session Law 2006-
246, Title 15A NCAC 2H.1000, and NCGS 143-215.1 et.al.
11. The permittee shall submit a permit renewal application at least 180 days prior to
the expiration date of this permit. The renewal request must include the
appropriate documentation and the processing fee.
Permit issued this the 6th day of February, 2012.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Division of Water Quality
By Authority of the Environmental Management Commission
Permit Number SW8 111206
Page 7 of 9

DWQ USE ONLY
Date Received
Pee Paid
P-,rmit Number
Applicable Rules:
(select all that apply)
❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction
❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan
❑ Other WQ M mt Plan:
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
1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans,
specifications, letters, operation and maintenance agreements, etc.):
Windermere Estates PUD
2. Location of Project (street address):
City: Leland County: Brunswick Zip: 28451
3. Directions to project (from nearest major intersection):
Travel approx. 1.72 miles north on S.R.1419 (Northwest Rd.) from the intersection of NC-87 (Maco Rd.) & US
74/76 (Andrew Jackson Hwy) Turn right onto S R 1426 (Mt. Misery Rd.) & travel approx. 4.93 miles. The
site is on the south side of Mt Misery Rd
4. Latitude: 34' 18' 05" N Longitude: 78' 04' 18" W of the main entrance to the project.
IL PERMIT INFORMATION:
1. a. Specify whether project is (check one): ®New ❑Modification
b.If this application is being submitted as the result of a modification to an existing permit, list the existing
permit number , its issue date (if known) , and the status of
construction: ❑Not Started []Partially Completed* ❑ Completed* *provide a designer's certification
2. Specify the type of project (check one):
❑Low Density ®I-ligh Density ❑Drains to an Offsite Stormwater System ❑Other
3. If this application is being submitted as the result of a previously returned application or a letter from DWQ
requesting a state stormwater management permit application, list the stormwater project number, if
assigned, and the previous name of the project, if different than currently
proposed,
4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be
obtained by contacting the Customer Service Center at 1-877-623-6748):
❑LAMA Major ®Sedimentation/Erosion Control& ac of Disturbed Area
❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts
b.If any of these permits have already been acquired please provide the Project Name, Project/Permit Number,
issue date and the type of each permit: Erosion Control: Windermere Estates, BRUNS-2010-035, April 8, 2010,
Erosion control permit will be modified to show proposed development and increase limits of disturbance.
XXX-11 IED
DE.r, 0 7 2011
BY:
Donn SWU-101 Version 07Iun2010 Page I of6

III. CONTACT INFORMATION
1. a' Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee,
designated government official, individual, etc. who owns the project):
Applicant/Organization: TimberLind Inc.
Signing Official &'Title: Jesse Lee Malpass, President
b.Contact information for person listed in item la above:
Street Address: 846 Livingston Chapel Rd
City: Delco State: NC Zip: 28436
Mailing Address (if applicable): 846 Livingston Chapel Rd.
City: Delco State: NC Zip: 28436
Phone: ( 910 1 655-2852 Fax:
c. Please check the appropriate box. The applicant listed above is:
® The property owner (Skip to Contact Information, item 3a)
❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below)
❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and
2b below)
❑ Developer* (Complete Contact Information, item 2a and 2b below.)
2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the
person who owns the property that the project is located on):
Property Owner/Organization:
Signing Official &
b. Contact information for person listed in item 2a above:
Street Address:—
City: —
Mailing Address (if
City:
Phone: ( I
Email:
State:
Fax:
Zip:
3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other
person who can answer questions about the project:
Other Contact
Signing Official & Ti
b.Contact information for person listed in item 3a above:
Mailing Address:
City: S
Form SWU-101 Version 07Jun2010 Page 2 of

Phone:
Fax:
4. Local jurisdiction for building permits: Brunswick County
Point of Contact: Phone #: ( 910 ) 253-2050
IV. PROJECT INFORMATION
1. In the space provided below, briefly summarize how the stornnvater runoff will be treated.
2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved:
❑ Approval of a Site Specific Development Plan or PUD Approval Date:
❑ Valid Building Permit Issued Date:
❑ Other: Date:
b.If claiming vested rights, identify the regulation(s) the project has been designed in accordance with:
❑ Coastal SW -1995 ❑ Ph It - Post Construction
3. Stormwater runoff from this project drains to the
4. Total Property Area: 18.28 acres
River basin.
5. Total Coastal Wetlands Area: 0 acres
6. Total Surface Water Area: 0 acres
7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project
Area': 18.28 acres
Total project area shall be calculated to exclude the following the normal pool of impounded structures, the area
between the banks of streams and rivers, the area below the Nornal High Water (NHW) line or Mean High Water
(MHW) line, and coastal wetlands landward from the NHW (or MHW)line. The resultant project area is used to
calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHW) line may
be included in the total project area.
8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 47.92 %
9. How many drainage areas does the project have? 1 (For high density, count 1 for each proposed engineered
storuaoater BMP. For low density and other projects, use I for the whole property area)
10. Complete the following information for each drainage area identified in Project Information item 9. If there
are more than four drainage areas in the project, attach an additional sheet with the information for each area
provided in the same format as below.
Form SWU-101 Version 07Jun2010 Page 3 of 7

Basin Information
Drainage Area 1
Drainage Area
Drainage Area _
Drainage Area
Receiving Stream Name
Indian Creek
Stream Class *
C; Sw
Stream Index Number *
18-70
Total Drainage Area (so
943,393
On -site Drainage Area (so
752,804
Off -site Drainage Area (so
190,589
Proposed Impervious Area*`(so
507,204
% Impervious Area** total
53.77
Impervious** Surface Area
Drainage Area 1
Drainage Area _
Drainage Area _
Drainage Area
On -site Buildings/Lots (so
297,640
On -site Streets (so
66,663
On -site Parking (so
On -site Sidewalks (so
14,650
Other on -site (so
2,600
Future (so
-
Off -site (s0
125,651
Existing BUA*** (sf)
-
I'otal
507,204
Street❑ Class and Index Number can be determined at: httn://yortnLncdenr.orrineb/zuq[ps/csn/dnssifientions
Im terofous area is defined as the built upon area including, but Plot limited to, buildings, roads, parking areas,
si�ewalks, gravel areas, etc.
Report only that amount of existing BUA that zoill remain after development. Do not report any existing BUA that
is to be removed and Which will be replaced by new BUA.
11. How was the off -site impervious area listed above determined? Provide documentation. Indian Creek Estates
lots were assumed to be 100% impervious Merrywood Subdivision lots were counted as 30% impervious
based on subdivision's deed restrictions A site visit & NCDOT topo were used to determine drainage area.
Projects in Union Countv: Contact DWQ Central OJjice staff to check if the project is located within a Threatened K
Endangered Species watershed that may be subject to more stringent smrnnwater requirements as per NCAC 02B .0600.
V. SUPPLEMENT AND O&M FORMS
The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms
must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded
from http://L)ortal.ncdenr.org/web/wq/ws/su/bmp-manual.
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ).
A complete package includes all of the items listed below. A detailed application instruction sheet and BMP
checklists are available from http://portal.ncdennorg/web/wq/ws/su/statesw/forms dots. The complete
application package should be submitted to the appropriate DWQ Office. (The appropriate office may be
found by locating project on the interactive online map at http://portal.ncdennorg/web/wq/ws/su/maps.)
Please indicate that the following required information have been provided by initialing in the space provided
for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions
for each submitted application package from http://portaLncdenr.org/web/wq/ws/su/statesw/forms does.
als
1. Original and one copy of the stormwater Management Permit Application Form. �n%�_
2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants J W
Form. (if required as per Part Vll below)
3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M
agreement(s) for each BMP.
4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to
http://www.envhelp.org/pages/onestopexpress.html for information on the Express program
and the associated fees. Contact the appropriate regional office Express Permit Coordinator for
additional information and to schedule the required application meeting.)
Form SWU-101 Version 07Jun2010 Page 4 of 7

5. A detailed narrative (one to two pages) describing the stormwater treatment/managementfor
the project. This is required in addition to the brief summary provided in the Project
Information, item 1.
6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the
receiving stream drains to class SA waters within '/z mile of the site boundary, include the 1/2
mile radius on the map.
7. Sealed, signed and dated calculations.
TWA
Jbm
J6M
8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: J BM
a. Development/Project name.
b. Engineer and firm.
c. Location map with named streets and NCSR numbers.
d. Legend.
e. North arrow.
f. Scale.
g. Revision number and dates.
h. Identify all surface waters on the plans by delineating the normal pool elevation of
impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal
waters, and any coastal wetlands landward of the MHW or NHW lines.
• Delineate the vegetated buffer landward from the normal pool elevation of impounded
structures, the banks of streams or rivers, and the MI-IW (or NHW) of tidal waters.
i. Dimensioned property/project boundary with bearings & distances.
j. Site Layout with all 13UA identified and dimensioned.
k. Existing contours, proposed contours, spot elevations, finished floor elevations.
I. Details of roads, drainage features, collection systems, and stormwater control measures.
in. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a
qualified person. Provide documentation of qualifications and identify the person who
made the determination on the plans.
n. Existing drainage (including off -site), drainage easements, pipe sizes, runoff calculations.
o. Drainage areas delineated (included in the main set of plans, not as a separate document).
p. Vegetated buffers (where required). BM
9. Copy of any applicable soils report with the associated SHWT elevations (Please identify
elevations in addition to depths) as well as a map of the boring locations with the existing
elevations and boring logs. Include an 8.5"xl1" copy of the NRCS County Soils map with the
project area clearly delineated. For projects with infiltration BMPs, the report should also
include the soil type, expected infiltration rate, and the method of determining the infiltration rate.
(Infiltration Devices submitted to WiRO: Schedule a site visit for DWQ to verifij the SHWT prior
to submittal, [phone].) MA
q
10. A copy of the most current property deed. Deed book: 1830 Page No: 947
11. For corporations and limited liability corporations (LLC): Provide documentation from the NC
Secretary of State or other official documentation, which supports the titles and positions held
by the persons listed in Contact Information, item la, 2a, and/or 3a per NCAC 214.1003(e). The
corporation or LLC must be listed as an active corporation in good standing with the NC
Secretary of State, otherwise the application will be returned.
http:/ /www.secretary.state.nc.us/Corporations/CSearch.aspx
VIL DEED RESTRICTIONS AND PROTECTIVE COVENANTS
For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective
covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed
BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided
as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and
protective covenants forms can be downloaded from
http://portal.ncdenr.org/web/wq/ws/su/statesw/forms does. Download the latest versions for each submittal.
In the instances where the applicant is different than the property owner, it is the responsibility of the property
owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring
that the deed restrictions are recorded.
By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and
protective covenants for this project, if required, shall include all the items required in the permit and listed
on the forms available on the website, that the covenants will be binding on all parties and persons claiming
under them, that they will run with the land, that the required covenants cannot be changed or deleted
without concurrence from the NC DWQ and that they will be recorded prior to the sale of any lot.
Form SWU-101 Version 07Jun2010 Page 5 of 7

VIII. CONSULTANT INFORMATION AND AUTHORIZATION
Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a
consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as
addressing requests for additional information).
Consulting Engineer: Jeff Malpass
Consulting Firm: Malpass Engineering, P.C.
Mailing Address: 1134 Shipyard Blvd
City: Wilmington State: NC Zip: 28412
Phone: ( 910 ) 392-5243
Email: jeffmalvass®bizec.rr.com
Fax: ( 910 ) 392-5203
IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this
section)
I, (print or type name of person listed in Contact Information, item 2a) certify that I
own the property identified in this permit application, and thus give permission to (print or h(pe name of person
listed in Contact Information, item la) with (print or hjpe name of organization listed in
Contact Information, item la) to develop the project as currently proposed. A copy of
the lease agreement or pending property sales contract has been provided with the submittal, which indicates the
party responsible for the operation and maintenance of the stormwater system.
As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated
agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their
lease agreement, or pending sale, responsibility for compliance with the DWQ Stormwater permit reverts back to
me, the property owner. As the property owner, it is my responsibility to notify DWQ immediately and submit a
completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment
facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid
permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including
the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6.
I, . a Notary Public for the State of . County of
do hereby certify that
before me this _ day of
personally appeared
. and acknowledge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
SEAL
My commission
Form SWU-101 Version 07Jun2010 Page 6 of

X. APPLICANT'S CERTIFICATION
1, (print or type name of person lister! in Contact Information, item I a) Jesse Lee Malpass
certify that the information included on this permit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions
and protective covenants will be recorded, and that the proposed project complies with the requirements of the
applicable stormwater rules under 15A NCAC 21-1 .1000, SL 2006-246 (Ph. II - Post Construction) or SL 2008-211.
Signature:
Date: ,s '�' - I/
L MAZ I '�eu-em beNSrjo2E v, a Notary Public for the State of N01ZTd 64XPUMM, County of
t E_W hl_JoVe--g , do hereby certify that _�/ESSE LEE MALPA55 personally appeared
before me this 8 day of _A UG UST 2-01 L, and ackno ' edge the due execution of the application for
a stormwater permit. Witness my hand and official seal,
`o�t�etstt:are*o
'o fg9L 9
_ rn
;;0 8BG
y �C)
111"AOVER; q����'.
SEAL
My commission expires Oia
Form SWU-101 Version 07Jun2010 Page 7 of 7

Pusey, Steven
From: Justin Bishop [e-mail]]
Sent: Monday, January 30, 2012 9:14 AM
To: Pusey, Steven
Cc: [e-mail]
Subject: RE: SW permit - Windermere - Additional Info.
Steve,
The BUA for the townhouses were obtained by checking the worst case scenario which were units #208 (exterior) & 209
(interior). The fronts of those 2 units are further from the back of curb than the other townhouse units. Therefore, a longer
driveway would be required. The BUA calculated for these 2 units were applied to all the townhouse units (exterior or
interior) with the knowledge that the BUA for the remainder of the townhouses would not exceed the BUA for townhouse
units #208 & 209.
Thanks,
Justin
-----Original Message ----
From: Jeff Malpass fmailto:ieffmaloass(clbizec.rr.com1
Sent: Monday, January 30, 2012 8:52 AM
To: 'Justin Bishop'
Subject: FW: SW permit - Windermere - Additional Info.
From: Pusey, Steven rmailto:steven.ou=(y bncdenr.gov]
Sent: Friday, January 27, 2012 1:43 PM
To: Jeff Malpass
Subject: RE: SW permit - Windermere - Additional Info.
From the dimensions listed on this detail, it appears that you have some safety factor built-in to the BUA for
townhomes, or I am not adding all the BUA. Can you please verify how you got the BUA for the townhomes, i.e.
— 2,422 (exterior) and 2,750 (interior)?
If you have safety factor built-in, please advise.
Thanks,
Steve
From: Jeff Malpass rmailto:ieffmaloass(a)bizec.rr.comi
Sent: Friday, January 27, 2012 11:40 AM
To: Pusey, Steven
Subject: RE: SW permit - Windermere - Additional Info.
Steve,
See attached PDF of revised plan sheet. If this is sufficient then we will submit 2 sealed copies of this revised
sheet.
Thanks,

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Justin
From: Pusey, Steven[mailto:steven.ousevCalncdenr.gov]
Sent: Thursday, January 26, 2012 9:06 AM
To: Jeff Malpass (ieffmaloasstabizec.rr.com)
Subject: SW permit - Windermere - Additional Info.
Importance: High
Jeff,
As per our conversation today, we need the following information to proceed with the review of your
stormwater permit application:
Please provide a typical building footprint with dimensions for the townhome development in the Windermere
project. Also, take note of all concrete and/or wood deck areas. This plan detail should be submitted on a
revised plan sheet.
We would like your response no later than next Friday, February 3, 2012, if possible.
Please let me know if you have any questions.
Thanks,
Steve
critcvcic 47. PU
Environmental Engineer
NCDENR - Div. of Water Quality
Surface Water Protection
Ph [phone] / Fax [phone]
Before printing this email, please consider your budget and the environment
E-mail correspondence to and from this address maybe subject to the North Carolina Public Records Law and maybe disclosed to third
parties.

:L. aj )iv :�Q :C4 CJ If I ;c i

Malpass Engineering, P.C.
1134 Shipyard Blvd.
Wilmington, NC 28412
Phone: [phone]
Fax: [phone]
License No. C-2320
December 9, 2011
To: Kelly Johnson
Environmental Engineer
Re: Windermere Estates
tcv agc A 0 tolf
The following items have been addressed per your December 8, 2011 emailed comments:
1. The pond drainage area (onsite & offsite) has been provided on sheet 2. A
copy of the deed for the Merrywoods lot that is draining to our site is provided
along with the Merrywoods Subdivision deed restrictions.
2. The pond liner has been removed from the plan.
We are providing two sets of the revised plan.
Thanks,
Justin Bishop, P.E.
DEC 0 9 2011

0
EK 1 096 rG)0900
N�o
96 JUN 28 PH 12: 55l�
NORTH CAROLINA
SUPPLEMENTAL DECLARATION EXTENDING
BRUNSWICE COUNTY RE,:.-!N'Y U-as RESTRICTIVE COVENANTS
Y. tl ISM CK
THIS SU PP LEME[iTAL/�j .'LARATION MAD
by 'lth day of .Lune 1996,
by MERRYWOODS, INC.,h , after referred to as "Declarant" or "Seller".
R 17 WITNES�?II�/1,��,/�
WHEREAS, th��dfeclarant led Restr(Jict3ir�r�oh�i �rf rn the Office of
Brun qx Coun t'x $u61' Regr on August 14, �� are recorded
in Book. 1047 � g 127 an�7a>
WHEREAS, in paragraph 22 iVt �W4 provided that said restrictive
covenants may he extended by a supplemental declaration to surrounding
and contiguous property owned by Declarant by filing of record a
supplemental declaration executed by Declarant, and
WHEREAS. this Declaration is filed for that purpose.
NOW, THEREFORE, Declarant hereby declares that the restrictive
covenants recorded in Boot: 1047 at Page 127 are extended to include the
property hereinafter described, and said property shall be subject to
said restrictions in th same manner and to the same extent as if said
property had been init�i"�ly described in the description of property in
said restrictive EXCEPT AS FOLLOWING:
/L4v
ParagrapMSVJ in said restric�r c nts is amended, and the
following sentenr Kali br(�,dded to the �� addiCion to said
Paragraph 5: e �(!�
"Merryvoqq Inc reserves %,r,, right to reduce the of any home
from 24 P et vide to a lessea�s�aidth and to allow nther than a new
home to be placed on any $act in additional sections of
Merrywoods."
B: Paragraph 17, ARTICLE III, Section 1 in said restrictive
covenants is amended, and the first sentence shall be modified to read:
"For each and every tract or lot that abuts a public, non -state
maintained road or street, each such tract or lot owner for
himself or itself, agrees to pay his or its prorata share of
cost to maintain the non -state maintained roads and streets and
rights of way."
The property upon�ch these restrictive covenants, as
amended, are
extended to cover is 1 of those certain
tracts or parcels of land
located in Northwest 1�xnShlp, Brunsw}". A�- unty,
North Carolina and being
described on map pared by Hanovci�''/.��lServices,
P.A.
known as
Herr woods Seeti Three, ozded in Map+j�
the Office of egister o ds of Brunswick
at Page Ylja, in
` y� h;p,c th Carolina.
tI Q"U
S
000061
RECEIVED
t9
hL
tzz
DEC 0 9 2011
BY:-
�MN
�---

0O
�DDDDD
THIS SUPPLEMENTAL DECLARATION EXTE14DI14G RESTRICTIVE. COVENANTS shall
run with the land and is hereby declared and voluntarily executed this
27ch day of June 1990
311 WITNESS WIiE the unders. tied corporation has caused these
presents to be axed It in its name m y authorized officers, and
its corporate sea o o be hereto affixe� a of June 1996.
P y
MERRYWOODS, I���`: D "1
ey
ATTEST:
NORTH CAROLI[iA "
n nm'
KECI"d.ENBURG COUNTY
I, Trenna D. Crane rh� a Notary Public for said County and
V BO State, do hereby curt that DERAll KNIGHT personally appeared before
me this day and a4nbwledged tha she is Assistant Secretary of
HERRYWOODS, INC., athat by authori iven, and as the act of the
Corporation, the 0, going instrument n its name by its Vice
President, seal �^ith its �4Qrporate sea], A by her as its
Assistant Sear S - y.
WITNESS my han and notarial seal" 27th day of June 1996.
V��
tJLun µ, D . V10.' La —
Notary Public
2-15-99
�Do
Page
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
The Foregoing(or annexed) Certificate(s) of Cx- —f) CJ'e�r`G
Notary(jes) ruonc Is (Are) eenN¢a to oe emrect.
This Instrument was filed for Registration on this —as Day of
in the Book And Page shown on the First Page hereof.
r
ROHERTi.Rulu SON Reglsteror ad

�o
DEC 0 9 2011
IduW5 ay L 411v1 Olt 71N V O 7 1Sr.., 5201 !!PSEt03; COdn. CIIARLDTTE. ;x xezos BY:
: QL ..::':;c:.i::.
:,t. 10-1 -Id1
95dpS IL PH P 19
NDETH JAR„LruA
'( 1_.FSTi ICTIVF' r:OV'=nnWTS
E=INswi CF. CODHT'e HJi
Tt1:5 DECLn4i. A t,ul- t1,i:: Ilth,la•}J 1975, by
Y rrywoods, Inr�� {rath Caq}?li ua cnI 1. ur a lti�{�, y $ referral
to as "Derlar � or "Sclle.'j1v /
HI T�I�E'S��'/'THH�/:�
L•HF.REAS. Declarant 29 the nunet k-bothat certain tract of land
ter-insflct described located in erunswich County, north Carolina,
and
WHEREAS, Declarant desires to subj-r.t and impose said property
with mutual and beneficial restrictions, covenants, conditions and
limitations of uses to which they may be put and place same under a
general plan or scheme of improvement for the benefit and complement
of said property, obligating the present and Latino owners of raid
property in accordance therewith.
NOW, THEREFORE, Der��' rant hereby deela:es that said properly
for which these rest ri cY,f s are adopts,! are held and shall he held.
conveyed, hypotheeatey .as rd, rented, used, occupied and improved,
subject to the fo]tow` g restrictions, 11 of which are declared and
agreed upon for th�rpose of enhanci� fi-3, ratecting the value.
desirability and 601 activeness of the In described.
The declaration Ipt re•stryy�ns is dcsi yn- p o[
keeping said Pert}• desir & and wniform, at ble
esthetic and,,+j�(-Ttaetieal design areF� as heroin sp.reifie ;gall
of the restrA ions herein contain€'d� +a11 +un with the land and he
binding upon all parties acquiring ar�✓yr'11ght, title or interest in
or to all the real ploperly Or any part r parts thereof subject to
such restrictions. NLlhc-t.rjCa.i'•t1741y
DESCR]PT 10❑ OF pF'03'ERT. 'i Il;•C•C
I!7 , gJtt
All those certain hearts of land being=itutalcd in
NorthwestTownship, Hrunsuich County, ❑o:th Caro Is a. and -
known an Lots 1 through i in t{rr rywor.ds SubPPedy�si tar _
and more particularly dencaibad "a plat recorded•�in Hap �fl
Cabinet Z at Pace 351n in the Elrn:wick Count By-Per7i, c--
Ru9ist r}'. /0
RESTRICTION:-,
In the Lol!ow y c.ver:ants and . n r+-never ILc te:m
"Sr]]m" ::halOttpea:' nr I:cpp nscd !r.: ei n. Il=cjty'.1SAI,.rL .d and
constconstrued to nm \�5S�5�d im-II u d�YW'111'."]",so-ei , Inc., n., (A u�/r�e' F and
ru when lLi- tetra nherein, it s�I Lc d.-.-me•i ..rnle.l t�• n.ev. ad includpurchasers a their ral•e•�t t legal lupreseutative,
administrators, executors det as601; whenever the t..ern.
"n550:.1314:on" shall appear or Aw used I,eucin, it stall Le deemed and
construed to mean and refer to HerrywoaJS Homcuwn^rs ssociatum.
its successor's and assigns; and whenever "Tract" Vital! aCpoar ur he
ua,.d herein, it shall I— d,eme.l and don:a inv1 to .,an and Icf,-r tp
any lot of land as :shown "pan said recorded subdivision plal..
1. Al! traeLs of the subject property Vuld by the Seller shalt
he used solely -and exclus Wely for residential purposes and the
limi Led business purposwo described herein.
? Ho residential Structure, CAN! than as described herein.
:hall he erected• alten.d, pl.ao.-d, at p"mitted to rmuain on any
tract other than one detached. stngl--iamily dwelling and ntlrcr
arcesn"ry structures customarily incidental to country residential
ace and fn: fanning and rumazy opcuati.m.:. All sway sLnmtm�-s
other than well holu:ea :hall .,c .:itu.I,J the: N- wall r•r other

OKI047PGO128
put it on the: eof shall :I wet t- the it ut of ward for Ihao
the front call of the yd-nt tat duelling.
3. hi mired bung U ventures for farm y.r oducts and our spry
nperat iuno will he a y. •I, provided, nn whulusal ul retail outlet
structure is built 10!uhjeet l.roperty her provided , that
said Ltrsin=cs real t�,.- do not Let or nuisance to the
neighborhood. I v'hr vunt.0 shall ba='�L�11� at
`�'pggar ul Wined ou
any Iracl. iloui:yubld pa-ts rsi/.7<d 6•: pefrr•it Lcd; Lu tad,/) rchola
puts shall he c:.wilai n-d 4ithr % l.om:dari rs of LL_r e,
t Leir ovu•nsi de, and such -Call Lc rout pined wi ,i`i✓,t 6•:
at as of the 'eet ;hat is lu. tU IId1 of it. duelling unit.
❑a building steal I L, crac:Lrou bn r:•rarer than '_5 tect to the
edge of any proposed mtr•-et .: in feet to the ecn L"z line of UU10.
Carolina State Highway S.h. 1426, n•r r,<ar et than 15 feel to any
We or rear' lot line. unless prior written approval is given Ly
5 11o: W allowing an exception.
5. Any conventional rcnidential building located on any trari
rhall hevc a minimum of 1100 syoorc feet of healed area. Any mohil•:
home located on anyast shell he not le - thon 24 feet wide and
feet long. Any mobile home located on any tract shall he new at the
time of placement unl � prior written approval is greet, ky
Merrywoods, Ina., for 4�., it.g :,o older model to he located nn any
tract. The front Jo f any r sfdence erected or situated on a
ltact uhall face th-� rr, street on which any rnvidenec is loratud
unless prior writ will; approval is gi `�h'/�Iri� F:etrywoods, Inc. for
allowing at, exceptV, 10
G. Each 1dent ial h, 'COO
:mist he nod• Pi, l.t�r �l rm,-
il 1•vcum�:: a ,ei denc.r. Iindv poi ng male Le construe (� n•:
rratc ials, c 3 ist in
of eithe, bt metallic or vinyl W.I. home
ski,tirg. 9 e use of any nthrr �4'A'.ec of material mule tecervr
utiLleu approval of W Srll•:r prim iostallatl.u,.
7. Ln basement, tent, shack, gal'ege, Lain.[ other :aithrailding
erected on any tract shall at any time be used a., a tcmYotaiy or
permanent residence.
A. No outside toil-t ar toilet -facilities shall be p.:rmili,d
outside the main structure. Themain sttuctu,e ..hall Contain inLM
toilets which shall he c,,nnectrd to an apptoved septic tank syst•-rn
in accordance with state :and county I,ea!ah regulations.
9. A fifteen (15) inert easement is reserved along the in::ido
the hunt and si:ir J�,p line adjacent to any su eel 1i91n of way
Fur utility and MUM !•m pos-::. and M, Ma wide vt;l,ty
and drainage easemeu n run-tved alonu� t/y�� �,ns We of each interior
side and roar lot freer. (1'r✓/{�v/ �, meat is rescrvcd
along ?Le inside v ad, ea crior >rd..li a, sY,1.' yy U r lot that is iu not a<Ij etlt to ::'.,•• ,i'Pub aw.ra '„•.
r.:x rued a sh on the ,r .:e:' nwp male..D
in, 1t lull L, Q- t•ap- �C{f f each property :,wtr:[ to
prevent the dvvelopmclrt of any ur ,, utui•jhlly or uol:enq•t
conditions of bui Idi og g;..00dw wL1oh shall loud to nuhstanlially
d-dear, the beauty of th-: MUhho,h„od .o ., whole or of a spent f.,
a , ea. 9, unused objnct:. r,u+c._d alyal at us, unu osur ed or no I,vms•.1
an!onobi l us or any vmhi !u it& di spl ey i:.g aour cut :[sped tun
st teller. of any pots iru Ih•-,....f ...+,lI !... p.-: m: tt.-d Iu [ -main exposed
on any pn•perty. All Prot:. al.: 1... ,..p• cic • and fr. ..f
gal bage, junk, trash, at ter;a u. any c•nLst anon that mighl rout i101u
W a health Ward or the ! uwJing and habitation of snakes. rats.
inlectz r other p<-cl::. -,Le .Ylc,for :oi:•r .W condition of apt
Icsfdent, and <tnmlm must a--! tho IN Seller at o11
times.

�10
a�
a
�,b
8K 1 047 P50129
11. tl nth.ug i:,:-vio ....,Ine4 ..h+., 1- censt rued Lrq.am,
r any covenants and Itt Ict I-s .a, any p: ape, ty of I ownej r. of IL-
suLdivision other th! O 3:•: :.t op<trg � which rest['i.:I lvc
covenants specifical l}: 1+.
12. Ho offe.si Q�CC�vul none ous t::.d•: ao:ivity c11a11 be c:,v rt ed
on upuu any t:'a at, , L :hall ouyl l.i ::� Jr• ll,c t,on tcmhng I.,
:-ausc embarrassy la& di "Wm . .au y.,r 11us,;: t ..e to r. h..
neighbothcod. Pn,, /� `7Sl'lZ //���
13. Se when eL]" Les•'+V'�Q�t.t�'t -• r•9h;. to ,r :n any (o ff'IT�L:iY.0 n.
demribrd 3' IO' owned 1.•: it Lc•as fu1 t.h•: l,u:prse at
p,trviding access to ar ft. . 16e aLo �i.� .tiled p,.pe,ty u_ it—,
pnopart y -ned by i t . V"-., .
14. No lot 01 :,uy pat t ,,.., Win& . , an! Pnl cLanvI may at why
tiara, be used as a road, am-,, t:.ad, _ti-vt "n alleyway to ar.'em.
other fn cp.:rtie:: vitL.-It Ih..-'r.Z•t• �, itt-n l.ev ran sst,a. u. IIn-
Sellet.
15. All driveway:'. .u,l drtmwny :,ip-- ::hall In installed and
cnnstructed in accordance It :h those "l andm N -staL:ishud 19 the
Um'ih r:,, od Ina Departwcot .4 TI au:.p•, I at WX reroudaty
tesidenlial Streets.
It. St t.:O[s will; jOt ir: sul.li ei:'.L,.0 al.: to be public stteets
and are 1. he dedi 4 to "011ie I!',- - I :.hall temai„ p.tldi-
sheets. Until S. Liam as -ad'l• � halt undertake and
assume!the t}espuns1 lity I•f ma: nl ailiin�."�L��(��10), s[ .-I 11.-
Dcvrl o ,, - rvy - I,- I i • Id t �, Inv.-, r 1„- VIVO b f of 1h.-
maintainance the .:(t Ir. the 11-1-I')w 11 I ,:.
17. HS_44'IHOOUS IZ OHEMOEW FS vr:U
n R'f1CLE .
PROPERTY PInHT.e. AUU A.,_u:'1A;'lot"; DUTIES
svi:1n❑ 1. Gwr,ot'- iC_n_:-_r.rr.t_ of _f.: jn;roeut. zVety owner shall
have a rijht and e.semru •'.f in,,ess,-gtess, and regress uv,-I tle
toad within the piopetty to,: Ih- puipu::•' of providing accusa to
ttaets Owned by the OHaal fo: hL msclf, Lis family, licensers and
i nvft ees, e•tlgect to it, 041=.•g pr,•:•Is:ons:
(a) The tight olo Lh•: Ass"M ai an to cha,ge
!a tcf la, t"" ma Lute..: cc, upl:cep end
rep,ir, of k n, dr,inag_- W!Il tiee„ an.]
utility if,g" _ within �I pi,l—Ity;
(bi The r_gf Ih-t-es:. i at I,a,
end atq,;fe�L,r C,.::I I i.�7 •.oreoant.:,�G
(.) ':he��-C-��`r.ght of ILc 3ra�vqq$�{{��' m'I to suspend
votiPU, :'i Uhls •.f ..n rnn:erVlf9 ny p•-,fod ,L,tiog
which any ass,-ssmmnt an.Lin:: I"yff tract teiu�i:,s
unpaid and enfo,ce cclleet.on of sanw-
ARTICLE 11
MEMEERSAIP, VOTt= FIOUTS, GPF17EM AUO IIEP.Ti Ur:.^:
Section 1. Ll•21y OWGciand in:•'hesv1 of a tract in ueltywo,.!s
n dlivision shall b,- a w•mber of Iho .-co"iatinu. If •nrhemhip _:hell
l.c app`Ittenant 'to and may rat h• s.:parated from ownership al any
beet which may Le s, h j_& t,. anuessm nt .
s•-rt I on _ Thy -.- ... i . • i • ., Nall ,,A mg
All o':nets shall be •:ut•tl•-A om: t:4•_ W _-auh itUM uwm:d.- Uh••u
�.ae Lhm .., pr.sol, h. i.i.: ..., -, e.,. - tta:., all Lu'1,

�o
a
681007 FG01 30
Emmons shall 1, ieWm ,s Th• ..a inch tta.:t sha11 1...
eras, cS&eel as tlu:y among y -1_ ; 111-1 but I nu •:v-ut ch. II
more LLan one Weir Lz /In\�::' v:!1,�1- P- • auy tt �
Seel io:j 3. T! [n�C_t, iat i.;u shell W.. a troald of di •rrl ads of
not less :Lan ftnl: r}W t.ol ma,c than ni:,%/ ndnti :: and shall Laver
uffice,s consisti �':,f a rl-_.d-nl. 'J,. /. �.-t-lary and
Treasurer and 5,aother off as the ammi�'j? 'I The
-'soci anon sita,�l dntt Ly]ai'9j7�.'n geW.,tn [t,a liar nix rr��f'n at ::
affairs and Hass of the a - t'm., and ell m•uoLrrs 1_} Le
subject theidiJi . The initial�b�, i direotcas shall Le ail.i.0d
by Herryvouds, Inc. �yD
D
Sect -inn 4. Mentiugs sl,all Le held by call of the president ,:I
1•y call of a majority of the lmosid d.f Lie•-rto:s with uul lee:: th"',
ter, (10) „ol •eute th:.0 tldtty (15) Il,Iy, wl: en uc,120, to the o .el:.
and at least unce annually. ..,ISug :hall i•e by staple na amity yule
(except lot voting on bylaw Mangos w!a-A. te,.f rn a two-thiide
majority) with 501 nr ..:n [•:"e_-i,I :'LLSt Outi.q a q"olum.
AI:TiCLE I I i
MAI!:TEn AnCE r.s EUMENTs
Section 1. F !, arml -v-,y t, art .1lut OIL abuts a
IuLlic, noires Latr mair ^nI load at reel. ".LK su.:h tract ut lot
n .owner f, himself u,: I�.-I f. I.S.: ei iYi orata h.u'.c .:f .rnct tr.
maintain the non-ste3,e lm.in,aincd ll/ �-ts and light& of
way. Said tra...- "r�i nt own..q"'s as ..:;:m :.. t� n7 shall L-
paid promptly - �I Lc ::an.c 1�y�yn,-o du.- .1
paid 1,1111' �J-ti� tc w
its failure to / same pro:a[t �/�heh W. shilI conch :iS�,�c„
"pun the Ilat(f\ lot m tic:t_ ixa(si •t •. owi.-J, and th.- name fi� ..
cnforeed at 1' or in e.luity ._ Ili t: •` ar,y L.0 fnrt•ol osn, -.
Each owned'- ans etsmant fo, -Irh I L a .1-t. :.butting non-W,,t.
;nw hLained road r st,cct sha!i L. cn„poi lon,l- I. the Ideal numu'l
of tracts ur lots in all .buns „f Meiryvoue „_di vi::i nr. III,
shut a non -state maintained :sad of street. such ass essn.eats :.!.all
accrue L. the: benefit of aall may Le enfui-ced jointly and scvarally
by the ether Property ,...bees in the !;division o, Ly MeirywuuW
Homeowners Assueiali,n u, Ly the Ecllr,. Boy a,.d all of the
nforesaid parties shall havv such light, ar.d pc err: an are n"emobbly I. col L:cl. said assessment::, iurinding the Iiyht to iuslitut.eWIVII
actions fur recovery of th.- . inT f.lu_ i..,_•inahlu attvvh,y free.
Sect i1,, The as-r• mcl,ts 1•,M Ly the Association shall Le
used exaluc'fvoiy to ( TV 11...� salety a„•i W fa,e of the_ :.wo,:,s by
plovlding well WAS! �t,eat:. and diafcag- and utility eaNeiwnt_
withil, Lh-pt'uperty, {�r"�'.Lcul-51-adn. -1,at iul. ma..:uses iu,:u„rd
e`er Q -he Association im ma;:1;h- ow' it- �lbb7 v(/�n•1 :esl•w,si LiliUrs.
It a.: mo:c_(y "hilt -„t .1 ttheeV�sLft�i a3�r'�if+4y!i�' uy tut
_hall he : ot•el ,y stl ucfiu.. i.d,/o:' pn W,,d cur 4f'c-1 Gy:?t fd uy
This covenaui�is 1:,1-ndcd 1, :;K,rn�its,: :'6nLlnu-d :,ael.i i.n,c< will,
stotmwat-: runocf rules ad„pl -d l.y t` +�a.t•: o'f Wth Calolina and
thelefor rbenefits may he ehf- -- by NdaA lie of Ilo,th .ain•!it.i.
This Milel.aut to to run with ;he land and ;.hall W binding upon all
parties �n.i all argd:i:.uq any Light. title, ul
interest in of to ale . jl - nywity :•, : 1•ait of peels tiv "rf
=Wee= said t? L:I.tI'.;.
15. if an; : "a. firm". ,q1^:, a: l.,n h- cinafl"I cu:.l,.p any
of said property sL;1 I- any of ILL i.stlictiw,s, em:dillo
:.•1 cueeuant:; Ilarei n,::hail u:.
L- lawful for Its, i yullods
. ..s ore at inn. N•rry-,I- 3. ln�. of wt Lvl 1•el5un, file.
sot PoaaLio" uwn;ng a:,y •.f ti,.. ., 6wvI- .1,Soilhud Llupcily tesilirt.-d•
h-.,Iy L. plo:rcute a::_ p...+�.:.. ,;rug:: -1 1.n. in ry,rity aq.. u,.:, ILI

;01 711
a",
4wh I w L r i .1 1 cus I I 1.:, Ind 011- .."1 a . 10 It W1 I. Pi 111-t
W.
him OL ;t film doing WI to rwonvet Hawyva at ..that d"ve f0t
I.0 1=01 j... ncl.di.j Y. ! ,n,y f—t ="' ,J 30 W.
pattyk) ='*kILg vAnt''"-w! W zwzts of 0=t.
20. T !,� I st l WL I no W in I.! n& ZW H I ma In in full f I a,
and Qf,,I lot . pw:od A w-Lij :70) y—.z &.m tW dat, WW.
at uLi,h , a, 'I I. c �=Q!Wnv -�A nUll I...
auto -:at I Cal I . 'I.-t -na'S 't, !'-. : I I i'! tan (10) Y�a' : -."b'
.nWw by 0 0 '1 1: .1 1.1-1-w! V I h- I L", 0."'1 . W I h--
Y I wt i 01,
II I:. 'g I - : L -aIA I'at'lyt-w"L'
Z"'uJ;t1aIu an'l i� . u�aq'
nt ul
lh!tittl:ttz;R 1 01
lb- 1. 1200 -.:;
.au" or 0e. ' 1(;, Mwiq! --
jQ A f-�' .an -1
Which Vall in Q AI ARill
22. Th� cicv,l f a -I §k' 't I 6-1� u-1 M�-I I
I, I'd i v a i; ! on cc I.: em! - I a:.::; Y 5- . .
v 3 1 .101 a I I 11, - L a In
,wl.ri,tmw may W �91 by w1+1 .-.1 al de"Wal I." I
ZU1 I nunding and CG"t. Iguouo 1.1 U!-] I y by $,I I 'I by I I I I n'j -',
a rupplwwnl-al •WC1.1"i-n LY Z,IWI, 1I W1
su�cesr..Is 01 ase!Jn+. 71'!.at -;t, 0- aJJ:t'nu.I .-f
I!L-Izy.o.,Jz ate adUll a,A a snppl,wWal I" fIKA
I"Luin Vrovidcd for. M yu: :"a,zn Q av tracts at I -As in !L�
wily add& -...tin.:.who3l 1--=� wmA,ro A Hwayw--ds Ha.-=uw:
Ww"latts".
TU!n ZECLARATORY STATEMENT BF LIMITATIQUE, PESTFIr7inui; Ann
OnVENANTS 01,11 in" .:tmSqh- !.L! uh,w a-ld h4 is W,Ly Q,lai-I
. and U01011ily 01 1,' LLLI� In..- oi A. jLst
171 WITUFSJ 111 4- (F, tl-
Wz, pl'j-ntz rviv, duly ..thou.t=-]
PIcSxd,"t, and i W 11. 1 0 a". dttcrt'a
- Iq It
.UC,0DS. 11075 . Cj.'
;.TT EST:
MorPOW , Sep y
NVETH ChROLIN.-A
NECKLEPHURG COUNTY
1, Vcbmr.nh Knight a 1201.1y PW� W —ja C ... ly nd
State, duh,raby v, d' V, that ru I-Y U. 3ch-'p"VA-hal:Y apl-.Izl
baf.t:e sa, this d and ,kn, I cdy- t I" j.
. 0.3Z Ly io,t C14 az th, act -;f
MERRYWODES, INC.
th- utui.
its pt,oidcntl ".at I."! "Ap
NMI I y
MOW as i *CI ,:tatY. IT..
Avol day GE C
-09
Nwwy Public INCS A
My C-a"Winn expil's:
- 7-1-97
STATE OFSORTH CAROLINA
COUNTY OF BRt'N*S%%ICX
The: Foregoing (o, annc.tcdl c,,ificalc("
NO.>
LIC
Nunt"lico 11.14n: ("Ran') —C-nfild. bm (
,a, hU (a, Ilcgi,njNu.un;l.v Da) and ll'u" i"the llaukand Par"h.a"I .... the I I'm

NORTH
Excise Tax: S 190.00
Identifier No. 0160002843
V
Yfi�Q? ?�T ick Cotmty--Register of Deeds
Ro ga4 J. Robinson
Qp Inst #209929 Book 1943Page 830
05/14/2004 12:45:25pm Recg S9 Q
�O
n�t 05/17/
�gO �O�WC� Ryft
1' 'G'TUTA °G' Heal Estate
CAi 1� Excise Tax
RET st l.•-
TOTAL _ LZ REV
REC# CK AMT— CK#
CASH RBF BY.
WARRANTY DEED
_ day of 20_
Mail/Box to: Collins Bt Collins Law Offices PLLC 402 Carl St Unit 102 Wilmington North Carolina 28403
This instrument was prepared by: Robert Green Collins, Jr., Attorney at Law
Brief description for the
THIS DEED made this I Oth day of
GRANTOR
Homesource Properties, LLC
GRANTEE
Richard Cranford and
Kay Cranford
9351 Merrywood Dr.
Leland, NC 28451
DEC 0 9 2011
r -'i
The designation Grantor and Grantee as usedirerein shall inclu g aidd parties, their heirs, successors, and assigns, and shall include
singular, plural, masculine, feminine or neuter as required by context.
WITNESSETH, that the Grantor, for a valuable consideration paid by the Grantee, the receipt ofwhich is hereby acknowledged, has
and by these presents does grant, bargain, sell and convey unto the Grantee in fee simple, all that certain lot or parcel of land situated
in the City of Leland Township, Brunswick County, North Carolinaand
more particularly described as follows:
Being all of Lot 43, Section Three, Merrywoods SuPivision, as more articularly described in a survey plat dated June 20,
1996, prepared by Greg A. Wayne, RLS, the d ter of Deeds felt," ECounty, North Carolina.
D County Registry.
This conveyance is made subject to restrictive covenants as re c I e i Book 1096, ge 900, Brunswick Coun
The property hereinabove described was acquired by Grantor by instrument recorded in Book Page
A ma showing the above described property is recorded in Plat Book 17 Page 442
P 8 P perry .
NC Bar Association Form No. L-3 O 1976, Revised (P 1977, 2002
Printed by Agreement with the NC Bar Association4981 SoftPro Corporation, 333 E. Six Forks Rd., Raleigh, NC 27609
0
TS?G(�
GR
17CL
SPL
MAP
MPSUF
RD0
PIN
SUF
INT
C'�-

10 Trist ii 209929 Book 1943Page: 831
a U6 Qeoft
TO HAVE AND TO 14OLD the aforesaid lot orparcel of land a hllyrivileges and appurtenances thereto belonging to the Grantee
in fee simple.
And the Grantor covenants with the Grantee, that Grantor is seized of the premises in fee simple, has the right to convey the same in
fee simple, that title is marketable and free and clear of all encumbrances, and that Grantor will warrant and defend the title against
the lawful claims of all persons whomsoever, other than the following exceptions:
IN WITNESS WHEREOF, the Grantor
LSD J
(Entity
Title: IQ
By:
Title:
executed the foregoing as of the day and year first above written.
4q.' I'l�l�?a (SEAL)
Q��Q® Homesource roperties, LLC
(SEAL)
(SEAL)
V (SEAL)
IftoD
State of North Carolina - County of Brunswick
1, the undersigned Notary Public of the County and State aforesaid, certify that Homesource Properties, LLC
personally appeared before me this day and
acknowledged the due execution of the foregoing instrument for the purposes therein expressed. Witness my hand and Notarial
stamp or seal this 1 Oth 'day of May 2004
My Commission Expires:
Public
State of North Carolina -County of PtJ v o cr/
I, the undersigned Notary Public of the County and State aforesaid, certify that
personally came l fore me this day,(�cand acrowled ed that _he is the
of
or�rSDur�� �)e c S a North Carolina or
corporation/limitediaiab—ility companylgeneral parmership/Itmited partnership (strrdce through the inapplicable), and
that by authority duly given and as the act of such entity,, he signed the foregoing instrument in its name on its behalf as its act and
deed. Witness my hand and Notarial stamp or seal,,F- day of
My Commission Expires: 9 . o h
State of North Carolina - County of _W
I, the undersigned Notary Public of the County and State aforesaid, certify that
Witness my hand and Notarial stamp or seal, this _ day of
My Commission Expires:
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
The Foregoing (or annexed) Certificate(s) of
Notary(ies) Public is (are) Certified to be
This Instrument was filed for Registration
in the Book and page shown on the First I
ROBERT G COLLINS
20_ 1111 * * 4V
Notary Public
May 2004
his 14th o --'
hereoP
® ROhERT J. RO INSON, Register of Deeds

Johnson, Kelly
From: Johnson, Kelly
Sent: Thursday, December 08, 2011 8:54 AM
To: 'Jeff Malpass'
Subject: Windermere Estates
Jeff,
We received this application and I have a few questions for you:
1.) Offsite Area: Please show the offsite area and pond drainage area on the plans. How will the offsite area be
controlled to have only 125,6S1sf of impervious area in the 190,589sf offsite drainage area in the future?
Offsite area has to either be routed around the project or accounted for at full build out (100% impervious or
some other max value if there is an ordinance, zoning code, or some other local requirement) that the "worst
case scenario" of water flowing to the pond can be controlled.
2.) Pond Liner: I talked to Vince Lewis (our Soil Scientist) and he advised that you will not need the liner for this
application. I see that the soils report recommended a pond liner near B5 & B6 and that one has been proposed
for that area of the pond. The PP in that area is —1.2ft below SHWT. The BMP manual discusses using liners
when the PP is pretty far above the SHWT in order to keep the water in the pond, but we have found that liners
aren't as effective at keeping water out of the pond when the SHWT is higher than the PP. I don't know a whole
lot about liners personally, but he recommended that if you were to line one part of the pond it is best to line
the whole thing. But, he doesn't think it will be a problem to take it out for this application.
Thanks,
K1
*** My email has changed to kelly.p.iohnsonPncdenr.gov
ICeUUJ0kVt,Son
Kelly Johnson
Environmental Engineer
Division of Water Quality
Stormwater Permitting
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Office: 910.796.7331
Fax: [phone]
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may be
disclosed to third parties.

CN_` Completeness Review Checklist
Project Name: YyirJ\iEQM L2E ��Z(�( -� Received Date:
Project Location: 1-eLl,&3q 0-U1 - s1 Accepted Date:
Rule(s) 2008 Coastal FT995 Coastal Phase II (WiRO) Universal �1988 Coastal
Type of Permit. New r Mod or PR Existing (Mod or PR): nPECert on File?
Density: HD or MD Type: Commercial or Residential �NC&
%: }1a�D (% 01<?) Stream Class: C 3� �SA Map OOffsite to SW8
Subdivided?: Subdivision , or Sin le Lot ORW Map Exempt
Paperwork
ElSupplement(s) (1 original per BMP) BMP Type(s): qU�o �oN
©O&M with correct/original signatures (1 original per BMP except LS/VFS and swales)
L1p lication with correct/original signatures
E f�c oicrp or LLC: 6ig. Auth.- er S or letter
R'$505 (within 6mo)
EgSo Is Report with SHWT
aalculations (signed/sealed)
Note to Reviewer:
- OTskle /?4 A
on i S 1, 3CTLA
I A0. 5aCN 13L5; if'51
nNo obvious errors vLy h5 -Lr�er d'5c.55(-D W
5a1 ILE�rt,.. lr` pkta.s?
7. " �Ib! Naac Weik� do ' i4hvv !
Density includes common areas, etc <° 54 n PP
!d Restrictions, if subdivided: J� a5 G no.5 f,tq PP rvnn,�
Siened & Notarized 0 Ck (?P\wv-X)
LI
correct I emglate (Comm/Res & HD/LDI or Dec Covenants &Rest
Plans
[2 Sets Details (roads, cul-de-sacs, curbs, sidewalks, BMPs, Buildings, etc)
Grading Wetlands: Delineated or No Wetlands
Vicinity Map Layout (proposed BUA dimensions)
Legend �DA Maps
Boundaries
Infiltration
Is Report
Additional Information:
Permitted
BUA (sf)
DA (sf)
PP (el)
SHWT (el)
Depth (ft)
SA. (sf)
Wet Pond
oils Report
WT:
IT:
Offsite
FJPE Cert for Master
Deed Rest for Master
BUA Permitted (Master):
BUA Proposed (Offsite):
Proposed: Proposed:
Lot #
Lot # M atches Master
sf
sf
Proposed:

C:IftU-- &E_7 P/t
-ccc� f4�
►))R MAP --Y IN&N Iw s

Malpass Engineering, P.C.
1134 Shipyard Blvd.
Wilmington, NC 28412
Phone: [phone]
Fax: [phone]
License No. C-2320
December 7, 2011
To: Kelly Johnson
Environmental Engineer
Re: Windermere Estates
We are providing a stormwater submittal package (application, supplements, fee, plans,
etc.) for Windermere Estates for review.
Thanks,
Justin Bishop, P.E.
RECEITD
DEC 0 7
BY:

j TOWN OF LELAND AC
��- W_ > E
kry} , 61 t�. ;t�wv, , \ fl;, \ I >.� s
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1 inch = 2,000 feet
,T&T 0 5,000 10,000 20,000
Feet

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Trailer,�;� y
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09/24/2003
$239.00 35
"Irn
upp G Real Estate
4 Excise Tax
RET
TiiTA'L 11 REV--"
RED CK Al — CK#
CASH REF. BY
W1
,fi4U 5 pBrtstsyrirSrCotan
�i2obeat J. RobinsonRegister of Deeds
Inst 0178314 Book 1830 ar A 9 y
09/23/2003 01:48:21PM Rec$ �
vl bb ��QeQnb'go©
spa
Prepared by J. Cobum Powell, Attorney at Law, Whiteville, NC 28472
OFN: 5494
Stamps: $239.00 n
DEC 0 7 2011
NORTH CAROLINA GENERAL
BRUNSWICK COUNTY
THIS DEED, made and entered m12this _ day of September, 2003 from MARY. L. KASTNER and
husband, WILLIAM H. KASTNER and GEORGE M. LLOYD, JR., and wife, A. LOUISE LLOYD (hereinafter
referred to as GRANTORS) to JESSE4�kMALPASS INDA L. MALPASS (hereinafter referred to as
GRANTEES) whose address is: 284Aivmgsto ghape1", C 28436.
�Qm
WITNESSETH:
That the GRANTORS, for and in consideration of Ten ($10.00) Dollars and other valuable
considerations, to them in hand paid, the receipt and adequacy of which is hereby acknowledged, have and by
these presents do bargain sell and convey Tito said GRANTEES in fee simple, all that certain tract or parcel of
land lying and being in Northwest Tow tJShip, Bruns�j k County, North Carolina, and being more particularly
described as follows: Q�Qp����o
Being all of that 18.28 Acres, more or less, as shown on map entitled " Map for Jessie Malpass"
dated A st of 2003, pre azed by Hanover Design Services, P.A. Said map is recorded in Map
Book , Page IM Brunswick County Registry and is incorporated herein by reference
for more particularity o description.
The above described tract inclttres all of that t described in deed dated November 30, 1064
from Kathleen Matthew McFyen tocrnes �c ram- Ruth McFadyen Lloyd recorded in
Book 180, Page 670, Brun ick Count}�eistry. The a described tract also includes the
property described in Deed Book194, Page 5 (see also Deed Book 194, Pagel16) and Deed
Book 194, Page 117 of the Brunswick County Registry.
See also the estates of James McFadyen (74-E-91) and Ruth McFadyen Lloyd (03-E-365) in the
office of the Clerk of Superior Court of Brunswick County.
4"11
TO HAVE AND TO HOL aid 14 s and pr her with
U
thereunto belong ng, to the GRAN F''ES, in fee ftple.
all privileges and appurtenances
And the GRANTORS covenant with the GRANTEES, that GRANTORS are seized of the premises in
fee simple, have Lite right to convey the same in fee simple, that title is marketable and free and clear of all
encumbrances, and that GRANTORS will9warrant and defend the title against the
whomsoever except for the exceptions he"inafter stated -
CON AUX CON
��Q o �� �
1. Brunswick County Prop Taxeft 2003. p� b
41 ��p® j kW MPSUF BLK
lawful claims of all person

Inst 0 �17Sffe0�aok 1830Page: 948
46
IN TESTIMONY WHEREOF, the GRANTORS have hereunto set their hand and seal, the day and
year first above written.
_,I!' , j,. , U � is i
George%4. Lloyd,
n ,t •* 14-aj (SEAL)
A. Louise Lloyd
STATE OF SOUTH CAROLINA '��y
�G
COUNTY OF 6jrke9,+br) p®
I, mwao or . 99.a_rson , a Notary Public of the County and State aforesaid,
certify that MARY L. KASTNER and husband, WILLIAM H. KASTNER personally appeared before me this
day and acknowledged the execution of the 0egoing instrument.
l M
Witness my hand and official s itp or S%this �'`��aWeptember , 2003.
VIJ�/0/D/I��•Pz(SEAL)
l€ayp'Os �Y�o s9 Notary Public
My Commission Expires: SQ t�lx0.( t� D dol3
STATE OF FLORIDA
COUNTY OF Pa I K
I, Fct ou ©�5 a Notary Public of the County and State aforesaid,
certify that GEORGE M. LLOYD, JR. ;�` wife, A. L ,tA+OYD personally appeared before me this day
and acknowledged the execution of t oregoinest ument. 9ftR j
�Q®
Witness my hand and official stamp or seal, this //Yh day of September, 2003.
�" ' • Fannie t,oube Woods >�K �X 6L+�ti !�/ (SEAL)
MycoMMioNC DW7W oaM
3 Mach242006Votary Public //
irilr BONDW" ° "° ""MWUNM
p` �My Conmr on Expires: Ma Y`C_h A &9 0 6
Imb '?,z zeD
STATE OF NORTH CAROLINA
COUNTY OF BRUNSWICK
The Foregoing (or annexed) Certificate(s) of
Notary(ies) Public is (are) Certified to be10-orrect
This Instrument was filed for Registration on this
in the Book and page shown on the First Page hei
FANNIE LOUISE WOODS, DWAN A PEARSON
September
ty of _ ,
R013EAT J. RO INS —ON, Register of Dee
2003
$:\Kcal tslate\Malpass, JCR J494Wtty uOc

Id
. Date Filed: 4/III/2009 10:54:00 AM
CO-479 (39) % Business Corporation North Carolina Annt Elaine F. Marshall
10-28-08 North Carolina Sccretan' of State
This report may be filed online at the Secretary of State website: wwwsosnc.co 2009 120 00174
Name Business Corporation: TIMBERLIND, INC
■
Fiscal Year Ending: 12-31-08 State of Incorporation: NC
Month / Day / Year
Secretary of State ID Number: 0671418
0 I hereby certify that the information requested below (required by NCGS 55-16-22) has not changed since the most recently filed annual report and is
therefore complete.
Nature of Business:
CONSTRUCTION
Registered Agent:
JESSE L MALPASS
Registered Office Mailing Address:
846 LIVINGSTON—CHAPEL ROAD
County: City: State: ZIP Code:
DELCO, NC 28436
Registered Office Street Address:
846 LIVINGSTON—CHAPEL ROAD
County: City: State: ZIP Code:
DELCO, NC 28436 TIC
Signature of New Registered Agent: RECEIVED (eignatum mN naelutes consent to e apppinbnen4
Principal Office Telephone Number:
910— DEC 0 7 2011
Principal Office Mailing Address:
846 LIVINGSTON CHAPEL RD. BY: —
City: State: ZIP Code:
DELCO, NC 28436
Principal Office Street Address:
846 LIVINGSTON CHAPEL RD.
City: State: ZIP Code:
DELCO, NC 28436
lame Title and Business Address Of Principal Otficers:
Name: Title:
JESSE L MALPASS PRESIDENT
Address: 2845 LIVINGSTON—CHAPEL RD
DELCO, NC 28436
City' State: ZIP:
Name: Title:
LINDA L MALPASS SECRETARY
Address: 2845 LIVINGSTON—CHAPEL RD
DELCO, NC 28436
City: State: ZIP:
Name: Title:
Address:
City: State: ZIP:
Certification of annual report (Must be completed by all Business Corporations).
10161el
—Ngnatum(Fonn fust be signM by an officer of cor,oraton) Data
JESSE L MALPASS PRESIDENT
T.—m pnnt N_ Title
M9511 11-21-e6

STORMWATER NARRATIVE & CALCULATIONS
WINDERMERE ESTATES PUD
FOR:
TIMBERLIND, INC.
846 LIVINGSTON CHAPEL RD
DELCO, NORTH CAROLINA 28436
RE - IVED
AUGUST 9, 2011 DEC 0 7 2011
ILLY:..+.
PREPARED BY:
MALPASS ENGINEERING, P.C.
1134 SHIPYARD BOULEVARD
WILMINGTON, N.C. 28412
[phone] PHONE
[phone] FAX

Narrative
Description:
Travel approx. 1.72 miles north on S.R. 1419 (Northwest Rd.) from the intersection of
NC-87 (Maco Rd.)) & US 74/76 (Andrew Jackson Hwy). Turn right onto S.R. 1426 (Mt.
Misery Rd.) & travel approx. 4.93 miles. The site is on the south side of Mt. Misery Rd.
Total site area is approx. 18.28 acres.
Total disturbed acreage is approx. 17.18 acres.
Soils to be disturbed are mainly Baymeade (BaB), Norfolk (NoB), & Foreston (Fo).
The purpose of this project is to create a high density residential subdivision. The
stormwater from the site will be piped to and treated in a wet pond.
Erosion Control Measures:
The attached plans and specifications state or show required Sediment and Erosion
Control measures to be taken.
Gravel construction entrance will be installed at the proposed entrance to the site off of
Mount Misery Road as shown on plan.
Inlet and outlet protection will be installed as shown on plan.
The wet pond will serve as a sediment basin during construction.
Temporary porous baffles will be installed as shown on plan.
Temporary & permanent seeding as indicated on plan.
Mulch as indicated on plan.
Install silt fence along limits of disturbance line at the location(s) where sediment will
leave the site if necessary.
Construction Sequence:
The gravel construction entrance will be installed immediately. Then the
proposed pond, which will serve as a sediment basin during construction, shall be
excavated. Temporary porous baffles and skimmer will be installed. Then the storm
drain pipe, inlet protection, and outlet protection will be installed. Then the utilities may
be installed and grading on the site may begin. Any disturbed area within Mt. Misery
Road right-of-way shall be seeded and stabilized with excelsior mat or mulch at the end
of each day. Roads shall he installed. Upon completion of any phase of activity side
slopes will be seeded/stabilized within 21 days of no construction, all other disturbed
areas will be seeded/stabilized within 15 days of no construction.

Windermere. '66k
a
c
0
w
9
a
Pond
51 kh x 3(700 sf kB87o0 sf
Fu9t♦5 66)&63.1 sF;
Sdewnl-:I`I�bS"0sF 97820sf
p�E-S+e'E h1a� reek 6 }= I � 69 27133) Sf
b�-s;+I'eMerwoo�sjSv� v.:s;an =.3 x 92 sf
lif+ S+gnOn - Z� 600 sf
20._ r',or tewq�Ouses x 2�422 4 _ 4 po sf
22 "nlerdr {o..nllotses 'x 2 750 sf - 6Q 00 s�
' So%� f r
V5e imp, Area = 12.57 ac
hr Pond r-Ov*-- only
Sot � 24
9a ; mP_ x 100
-9N3 393
45e 55.9f+ any, de �h 1 10% Tss Aer,oval > SA%DA= 304Q16'
MIA, red, SA ®PP = .03N016 (943�313 = 32
Pro�deJ sA @ PP
Nn. reQ. volume
�V.= ,0S+
009 A5335t
fume = liz ('5339.31,J43j�15)
9s ►2. + 9� 1 111)
need of 5� � 94q & 01 sf0►`jyN (6z�9 = HO Z05 = 1, 57, use 1 8 ff
size_ °e
QZ = 61�96`i = 17Z+900 = ,3d( cis
QS = 6Z�9 by: 432J 000 = Ii i cfs
try 4 Nontce
2�32,z)t''�y
4
2.564.,
drnwdown 4ime= O :1: )(6ox6oxZ4 — dayf

POND #1
Perm. Pool Volume:
162,770 cu ft
Temp. Pool Volume:
85.979 cu It
depth:
8 It
Abot shelf:
34,763 s.f.
Apennyool
40,205 s.f.
Abot.pond
9,239 s.f.
Permanent Pool
Forebay:
CONTOUR INCREMENTAL
ACCUM
CONTOUR
AREA VOLUME
VOLUME
STAGE
(sq ft) (w ft)
(cu ft)
(ft)
88.5
7.695 0
0
0
89
8,992 4,172
4.172
0.5
90
11,640 10,316
14,488
1.5
91
14,364 13,002
27,490
2.5
91.5
15,753 7,529
35,019
3
Main Pond:
CONTOUR
INCREMENTAL
ACCUM
CONTOUR
AREA
VOLUME
VOLUME
STAGE
(sq ft)
(cu ft)
(ou ft)
(ft)
83
9.239
0
0
0
84
10,411
9,825
9,825
1
85
11,717
11,064
20,889
2
86
13,065
12,391
33,280
3
87
14.452
13,758
47,039
4
88
15,878
15,165
62.203
5
89
17.345
16,611
78,815
6
90
18.852
18.098
96,913
7
91
20.400
19,626
116,539
8
91.5
24,451
11,213
127,751
8.5
Temporary Pool
CONTOUR
INCREMENTAL
ACCUM
CONTOUR
AREA
VOLUME
VOLUME
STAGE
(sq ft)
(cu ft)
(cu ft)
(ft)
91.5
40,205
0
0
0
92
45,931
21,534
21.534
0.5
93
51,527
48,729
70,263
1.5
93.3
53,241
15,715
85,979
1.8
Forebay (%): 21.51 OK
dn. = 0.25 x (1+(Abot_shelf / Aperm_pool)) +
((((Abut_ shelf +Abot_pond) / 2] x depth) /
Abot shelf)
5.52 It

Project Name:
Windermere Estates
Date:
5/2012010
Stormwater Outlet Structure Floatation Calculations
Outside Length of Structure (L.):
5
ft
Inside Length of Structure (L):
4
ft
Outside Width of Structure (W,):
5
ft
Inside Width of Structure (W,):
4
ft
Height of Structure (H,):
4.85
ft
Height to Ground (Hg):
1.5
It
Base Length (Lb):
7
ft
Base Width (Wb):
7
It
Base Thickness (T,):
0.5
It
Grout Thickness (T,):
0.5
It
Weir Length 1 (Lw,):
4
It
Weir Height 1 ftl):
0.33
ft
Weir Length 2 (L„z):
4
ft
Weir Height 2 (H, ):
0.5
ft
Diameter of Orifice (D,):
4
in
Diameter of Barrel (Db):
24
in
Number of Barrels (Bn):
1
Volume of Water Displaced (V„,d) _ [(Lb)•(Wb)•(Tb)] +
145.75 ft3
Weight of Water Displaced (W,..a) = 62.4
[(L.)•(W.)•(H.)]
(Vw )
OUTLET STRUCTURE DETAIL
N.T.S.
SECTION A
N.T.S.
9,094.80 Ibs
Volume of Concrete (V,) _ [(Lb)`(Wb)•(Tb)] + {[(L,)*(Wo)]+Li)*(Wi)D*(HJ - {(L,,,)•(H.,)•[(W,)-(Wi)]/2)
{(Lw)•(Hw)•[(W.)-(Wi)]/2) - {Tr•[(Do)/12]2/4•[(W.)-(Wi)]/2)
-{(Bn)•n*[(Db)/12]2/4•[(W.)'(Wi)]/2)
64.88 ft3
Weight of Concrete (W.) = 144 (VJ = 9,342.08 Ibs
Weight of Soil over Base (W.) _
Weight of Grout Added (W,) _
1840 / 27 • {[(Lb)"(Wb)]-[(L.)•(W.)]`(H,))
2,453.33 Ibs
144 • [(Li)•(Wd•(T,)]
1,152.00 Ibs
Total Downward Force (FJ = W,+ W,+ Wa = 12,947.42 Ibs
Factor of Safety = F, / W„y = 1.42 OK

Cg�[u ale Pre Pas+ �VdopMerr► Runoff lime on si(eaPZ4 �►a�nny Pond )
�q = 752)804 -F - 17, 28 a�
lop greq 3311 S5. 4
95 (381, 553) +, Z371,15j)
Pre= D.I; 4054 - 752 804 = O, 58
L_ -797'
T ^ �Fi 385/2$ 7q?
I-Ar
'y rroo (4.0
/ -gyp.. _..-.7-

Precipitation Frequency Data Server
Page 1 of 4
NOAA Atlas 14, Volume 2, Version 3 e.-�
Location name: Wilmington, North Carolina, US' ,
Coordinates: 34.3014,-78.0000
Elevation: 11 ft'
• source: Google Maps •�,
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonin. D. Martin, B. Lin, T. Parrybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF graphical I Maps 8 aerials
PF tabular
FF PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches/hour)'
Duration
Smtn
10-mm
15-min
30•min
60-min
2-hr
3-hr
6-hr
Du�
6.18
(5.76-6.67)
4.94
(4.60-5.33)
4.12
(3.84-4.44)
2.82
(2.63-3.04)
1.76
(1.64-1.90)
1.04
(0.963-1.14)
0.744
(0.687-0.816)
0.460
(0.424-0.506)
r-�
L 7.34--
(6.84-7.92)
5.87
(5.47-6.34)
4.92
(4.58-5.37)
3.40
(3,17-3,67)
2.13
(1.99-2.30)
1.27
(1.17-1.39)
0.906
(0.835-0.993)
0.561
(0.517-0.616)
8.59
(7.98-9.25)
6.88
(6.39-7.41)
5.80
(5.39-6.25)
4.12
(3.83-4.44)
2.64
(2.46-2.85)
1.62
(1,49-1.77)
1.16
(1.07-1.27)
0.718
(0.660-0.788)
Ave ra
10
9.56
(8.86-10.3)
7.65
(7.08-8.23)
6.45
(5.97-6.94)
4.67
(4.33-5.03)
3.04
(2.82-3.28)
1.91
(1.75-2.08)
1.38
(7.26-1.50)
0.854
(0.782-0.936)
a recurrence
25
10.8
(9.96-11.6)
8.60
(7.93-9.24)
7.27
(6.70-7.81)
5.38
(4.97-5.78)
3.59
(3.31-3.85)
2.33
(2.12-2.53)
1 0.
(1.55-1.85)
1.06
(0.962-1.16)
interval(years)
50
11.7
(10.8-12.6)
9.34
(8.57-10.0)
, 8
(7.23-8.47)
5.93
(5.45-6.38)
4.02
(3.69-4.32)
2.68
(2.44-2.92)
1.98
(t.79-2.16)
1.24
(1.12-1.35)
100
22.7
(11.6-13.6)
10.1
(9.19-10.8)
8.49
(7.75-9.12)
6.50
(5.93-6.99)
4.48
(4,09-4.81)
3.07
(2.77-3.34)
2.29
(2.06-2.50)
1.44
(t.29-1.57)
200
13.6
(12.3-14.7)
10.8
(9.79-11.6)
9.08
(8.23-9.77)
7.07
(6.41-7.61)
4.96
(4.49-5.34)
3.49
(3.13-3.79)
2.64
(2.35-2.87)
1.66
(1.47-1.81)
500
14.9
(13.3-16.0)
11.8
(10.5-12.7)
9.86
(8.fi5-1e6)
7.85
(7.04-8.47)
5.63
(5.05-6.07)
4.12
(3.65-4.48
3.17
(2.79-3.45)
2.00
(1.75-2.78)
1000
15.9
(14.1-17.1)
12.5
(11.1-13.5)
10.5
(9.30-17.3)
8.47
(7,53-9.15)
6.18
(5.50-B.68)
4.66
(4.10-5.08)
3.63
(3.16-3.96)
2.30
(1.99-2.52)
�12-hr
24-hr
0.268
(0.245-0.297)
0.157
0.327
(0.298-0.361)
0.190
0.421
(0.384-0.465)
0.246
(0.223-0.275)
0.504
(0.457-0.555)
0.296
(0.267-0.330)
0.628
(0.565-0.691)
0.371
(0.332-0.414)
0.739
(0.660-0.811)
0.439
(0.389-0.489)
0.864
(0.765-0.947)
0.516
(0.452-0.575)
1.01
(0.881-1.10)
0.603
(0.521-0.673)
1.22
(LO6-1.34)
0.739
(0.625-0.829)
1.42
0.-0.
(0.714-0.969)
2-day
"day
�7-tla
10-da
�20�a
(0.143-0.175)
0.092
(0.084-0.102)
0.065
0
0.052
(0.047-0.058)
0.034
(O.031-0.037)
0.027
(0.025-0.029)
0.018
(0.017-0.020)
(0.173-0.213)
0.111
(0.102-O.t24)
0.079
00S
0.063
(0057-0.069)
0.041
(0.038-0.045)
0.032
(0.030-0.035)
0.022
(0.020-0.023)
0.143
(O.t30-0.159)
0.100
(0.091-0.111)
0.079
(0.072-0.088)
0.052
(0.048-0.057)
0.040
(0.037-0.044)
0.026
(0.024-0.028)
0.170
(0.154-0.189)
0.119
(0.108-0.132)
0.093
(0.085-0.104)
0.061
(0.056-0.066)
0.046
(0.043-0.051)
0.030
(0.028-0.033)
0.212
(0.190-0.236)
0.147
(0.132-0.163)
0.115
(0.103-0.127)
0.074
(0.067-O.OB1)
1 0.056
(0.051-0.061)
0.036
(0.033-0.039)
0.241
(0.222-0.277)
0.172
(0.153-0.191)
0.133
(0.119-0.148)
0.085
(0.07fi-0.093)
0.064
(0.058-0.070)
0.040
(0.037-0.044)
0.290
(0.255-0.324)
0.199
(0.176-0.222)0
0A53
(0.136-0.17p
0.096
(0.086-0.106)
0.072(
(0.065-0.079)
0.045
(0.041-0.049)
0.337
(0.293-0.378)
0.176
(0.154-0.197)
0.109
(0.097-0.120)
0.081
(0.073-0.089)
0.050
(0.045-0.055)
0.409
(0.347-0.461)
0277
(0.236-0.311)
0.210
(0.180-0.236)
0.1211
(0.112-0.142)
0.095
(0.083-0.105)
0.058
(0.051-0.063)
0.472
(0.394-0.535)
0.317
0.266-0.360)
0.240
(0.203-0.272)
0.144
(0.124-0.161)
0.106
(0.092-0.118)
0.064
(0.056-0.070)
30-0ay
45-day
60-day
0.015
(0.014-0.016)
0.012
(0.012-0.013)
0.011
(O.Ot1-0.012)
0.018
(0,017-0.019)
0.015
(0.014-0.016)
0.013
(0.012-0.014
0.021
(0.020-0.023)
0.017
(0.016-0.018)
) ( 0.015
0.015-0.016
0.024
(0.023-0.026)
0.020
(0.018-0.021)
) ( 0.017
0.016-0.018
0.028
(0.026-0.030)
0.023
(0.021-0.024)
) ( 0.020
0.018-0.021)
0.031
(0.029-0.034)
0.025
(0,023-0.027)
0.021
(0.020-0.023)
0.035
(0.032-0.037)
0.027
(0.025-0.029)
0.023
(0.02200.025
0.038
(0.035-0.041)
0.030
(0.028-0.032)
) 0.025
(0.023-0.027
0.043
(0.039-0.046)
0.033
(0.030-0.036)
) ( 0.028
0.025-0.030)
0.046
(0.042-0.051)
0.036
(0.033-0.039)
O.029
(0.027-0.032)
Precipitation
frequency (PF)
estimates in
this table are
based on frequency
analysis of
partial duration
series (PDS).
Numbers in
duration and
probable mammum
parenthesis are
average recurrence
precipitation
PF estimates
interval)
(PMP) estimates
at lower and upper
will be greater
and may
bounds of
than the upper
be higher than
the 90% confidence
bound (or less
currently valid
interval. The
than the lower bound)
PMP values.
probability that
is 5%. Estimates
precipitation
at upper
frequency estimates
bounds are not
(for a given
checked against
Please refer
to NOAA Atlas
14 document
for more Information.
Back to Too
http://hdse.nws.noaa.govlhdselpfds/pfds_printpage.html?lat=34.3014&lon=-78.0000&dat... 11 /16/2011

Precipitation Frequency Data Server
Page 1 of 4
NOAA Atlas 14, Volume 2, Version 3 �.M..�
Location name: Wilmington, North Carolina, US* i
Coordinates: 34.3014,-78.00( #
Elevation: I lft )
• source: Google Maps •t.,,r✓
POINT PRECIPITATION FREQUENCY ESTIMATES
G.M. Bonnin, D. Martin, B. Lin, T. Parrybok, M.Yekta, and D. Riley
NOAA, National Weather Service, Silver Spring, Maryland
PF tabular I PF graphical I Maps & aerials
PF tahular
PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)'
Duratiod
5-min
10-min
0.515
(0A80-0.556)
0.823
(0.767 0.888)
0.12 7
(0.570-0.660)
0.979
(0.912-1,06)
F-0-7-16-70.797
(0.665-0.771)
1.15
(1.07-1.24)
Average
10
(0.738-0.858)
1.28
(1.18-1.37)
recurrence interval(years)
25
0.900
(0.830-0.966)
1.43
(1.32-1.54)
50
0.977
(0.897-1.05)
1.56
(1.43-1.67)
100
1.06
(0.964-1.14)
1.68
(1.53-1.81)
200
1.14
(1.03-1.22)
1.80
(1.63-1.94)
500
1.24
(1.11-1.34)
1.96
(1.78-2.11)
1000
1.32
(1.18-1.43)
2.08
(1.85-2.25
15-min
30-m10
60-min
2-hr
3-IF
6-hr
12-hr
24-hr
2-day
3-day
4-day
7-day
10-day
20-day
30-day
45-day
60-day
1.03
(0.959-L11)
(1.3141.52)
1.76
(1.64-1.90)
2.09
(1.93-2.28)
2.23
(2.06-245)
2.76
(254-3.03)
3.23
(2.95-3.58)
3.77
(3.42-4.21)
4.d2
(4,04-4.91)
4.70
(4.29-5.22)
4.98
(4.55-5.52)
5.74
(5.29-6.29)
6.47
(5.98-7.05)
8.69
(8.09-9.38)
( 10.7
10.1-11.5)
13.4
(12.6-14.3)
( 16.1 )
15.2-17.1
1.23
(1.15-1.33)
(1.58'70.83)
2.13
(1.99-2.30)
2.55
(2.35-2.78)
2.72
(2.51-2.98)
3.36
(3.10-3.69)
3.94
(3.59-4.35)
4.s7
(4.15-5.12)
5.35
(4.88-5.94)
5.66
(5.18-6.30)
6.00
(5.49-6.66)
6.92
(6.38-7.58)
7.75
(7.16-8.45)
10.3
(9.64-11.2)
12.7
(11.9-13.6)
15.8
(14.9-16.8)
( 18.9
17.9-20.1)
1.45
(1,35-1.56)
(1: 202.22)
2.64
(2.46-2.85)
3.24
(2.99-3.54)
3.48
(3.20-3.81)
4.30
(3.95-4.72)
5.06
(4.62-5.51)
5.91
(5.36-6.61)
6.86
(6.24-7.62)
7.23
(6.59-8.03)
7.60
(6.93-8.43)
8.70
(8.00-9.52)
9.60
(8.85-10.5)
12.6
(11.7-13.6)
15.3 )
(14.3-16.4
18.7
(17.6-20.0)
22.1
(20.9-23.5)
1.61
(1.49-1.74)
(2.16-3252)
3.04
(2.82-3.28)
3.82
(3.51-4.16)
4.13
1 (3.79-4.52)
5.12
(4.68-5.60)
6.07
(550-6.69)
7.10
(6.42-7.92)
8.17
(7.41-9.08)
8.57
(7.78-9.51)
8.97
(8.15-9.95)
10.2
(9.34-11.1)
11.2
(M10.3-12.2)
14.5
(13.4-15.6)
17.4
(16.2-18.6)
21.1
1 (19.8-22.5)
24.7
(23.3-26.2)
1. 22
(1.68-1.95)
(2.4862.89)
3.59
(3.31 -3.85)
4.65
(4.25-5.06)
5.10
(4,65-5.56)
6.34
(5.76-8.92)
7.57
(6,80-8.33)
8.92
(7.98-9.93)
10.2
'(9.14-11.3)
10.6
(9.53-11.8)
11.0
(9.92-12.2)
12.4
(11.3-13.5)
13.4
(12.3-14.6)
17.1
(15.8-18.5)
20.2
(18.8-21.6)
24.4
(22.8-26.0)
28.1
(26.4-29.9)
1.97
(1.81-2.12)
(2.7293.19)
4.02
(3.69-4.32)
5.36
(4.88-5.84)
5.95
(5.38-6.49)
7.40
(6.69-8.08)
8.90
(7.95-9.77)
10.5
(9.34-11.7)
11.9
(10.6-13.3)
12.4
(11.0-13.7)
12.8
(11.4-14.2)
14.2
(12.8-15.6)
15.3
(13.9-16.7)
19.3
(17.8-20.9)
22.5
(20.9-24.1)
27.0
(25.2-28.8)
30.8
(28.8-32.7)
2.12
(1.94-2.28)
(2.97�3.49)
4.48
(4.09-4.81)
6.14
(5.55-6.68)
6.88
(6.18-7.50)
6.60
(7.71-9.37)
10.4
(9.22-11.4)
12.4
(10.9-13.8)
13.9
(12.3-15.6)
14.3
(12.6-16.0)
14.7
(13.0-16.4)
16.2
(14.524.2
-17.8)
17.3
(15.6-18.9)
21.7,
(19.7-23.5)
24.9
(23.0-26.7)
29.7
(27.5-31.7)
33.4
(31.2-35.7)
2.27
(2.06-2.44)
(3. 053.80)
4.96
(4.49-5.34)
6.98
(6.26-7.58)
7.93
(7.06-8.62)
9.94
(8.81-t0.8)
12.1
(10.6-13.3)
14.5
(12.5-18.2)
16.2
(14.0-18.2)
16.5
(14.4-18.5)
16.9
(14.8-18.9)
16.4
(i6.3-20.2)
19.5
(17.4-2i.4)
24.1
(21.8-26.3)
27.4
(25.0-29.5)
32.4
(29.8-34.8)
36.1
(33.5-38.6)
2.47
(2.21-2.fi6)
(3.5294.23)
5.63
(5.05-6.07)
8.24
(7.31-8.96)
9.51
(8.37-10.4)
12.0
(10.5-13.1)
14.7
(12.7-16.2)
17.7
(15.0-19.9)
19.6
(16.7-22.1)
19.9
(17.0-22.4)
20.2
(17.3-22.7)
212,
(18.8-23.9)
22.7
(20.0-25.1)
27.7
(24.6-30.3)
30.8
(27.8-33.4)
36.2
(32.9-39.0)
39.6
(36.4-42.6)
2.62
(2.33-2.83)
(3.d.4.58)
618
-6.
(5.50-6.68)
9.31
(8.20-10.2)
10.9
(9.47-11.9)
13.8
(11.9-15.1)
17.1
(14.5-18.7)
20.6
(17,1-23.2)
22.7
(18.9-25.7)
22.8
(19.2-25.9)
23.0
(19.5-26.1)
(20.8-27.1)
.8
25.4
(22.0-28.3)
30.5
(26.9-33.7)
33.4
(30.0-36.5)
39.1
(35.3-42.4)
42.3 )
(387-45.8
Precipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS).
Numbers in parenthesis are PF estimates at lower and upper bounds of the 90%confidence interval. The probability that precipitation frequency estimates (for
a given duration and average recurrence interval) will be greater than the upper bound (or less than the lower bound) is 5%. Estimates at upper bounds are
not checked against probable maximum precipitation (PMP) estimates and may be higher than currently valid PMP values.
Please refer to NOAA Atlas 14 document for more information.
Back to Top
httD://hdsc.nws.noaa.gov/hdsc/pfds/pfds printpage.html?lat=34.3014&lon=-78.0000&dat... 11/16/2011

Type.... Master Network Summary
Name.... Watershed
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
MASTER DESIGN STORM SUMMARY
Network Storm Collection: BRUNSWICK COUNTY
Total
Depth
Rainfall
Return Event
------------
in
Type
1
------
3.7000
----------------
Synthetic Curve
10
7.0000
Synthetic Curve
100
10.0000
Synthetic Curve
ICPM CALCULATION TOLERANCES
Target Convergence=
.000
cfs +/-
Max. Iterations =
35
loops
ICPM Time Step =
.0500
hrs
Output Time Step =
.0500
hrs
ICPM Ending Time =
-------------------------------
24.0000
hrs
Page 1.01
RNF ID
----------------
TypeIII 24hr
TypeIII 24hr
TypeIII 24hr
MASTER NETWORK SUMMARY
SCS Unit Hydrograph Method
('Node=Outfall; +Node=Diversion;)
(Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=Left&Rt)
Return
HYG
Vol
Qpeak
Qpeak
Node ID
---
Type
Event
ac-ft
Trun
hrs
cfs
FOREBAY
--- ----
POND
------
1
----------
3.514
R
-----
12.1000
--------
43.92
FOREBAY
POND
10
8.867
R
12.1000
107.15
FOREBAY
POND
100
14.025
-R
12.1000
164.93
Max
Max WSEL Pond Storage
ft ac-ft
FOREBAY OUT POND 1 3.139 R
12.1000
27.60
93.55
1.668
FOREBAY OUT POND 10 8.042 R
12.1000
69.75
95.24
2.604
FOREBAY OUT POND 100 13.139 R
12.1000
106.79
96.56
3.976
SIN: c8c5bl88-7fl2-4c33-a88a-da23b48716f8\. Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:43 AM 8/5/2010

Type.... Master Network Summary
Name.... Watershed
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
-------------------------------
ICPM CALCULATION TOLERANCES
-------------------------------
Target Convergence=
.000
cfs +/-
Max. Iterations
35
loops
ICPM Time Step =
.0500
hrs
Output Time Step =
.0500
hrs
ICPM Ending Time =
-------------------------------
24.0000
hrs
Page 1.02
MASTER NETWORK SUMMARY
SCS Unit Hydrograph Method
("Node=Outfall; +Node=Diversion;)
(Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=LeftSRt)
Return
Node ID
Type
Event
MAIN POND
POND
1
MAIN POND
POND
10
MAIN POND
POND
100
MAIN POND
OUT POND
1
MAIN POND
OUT POND
10
MAIN POND
OUT POND
100
'OUT 1
T-E
1
*OUT 1
T-E
10
`OUT 1
T-E
100
SUBAREA lA
AREA
1
SUBAREA lA
AREA
10
SUBAREA lA
AREA
100
HYG
Vol
ac-ft
Trun
3.139
R
8.042
R
13.139
R
1.789
R
6.691
R
11.716
R
1.789
R
6.691
R
11.716
R
3.518
8.873
14.035
Qpeak
hrs
12.1000
12.1000
12.1000
15.0000
12.6500
12.4500
15.0000
12.6500
12.4500
12.1000
12.1000
12.1000
Max
Qpeak Max WSEL Pond Storage
cfs ft ac-ft
--- -- 27.60
69.75
106.74
93.55
a
95.23
96.54
2.44
91.50
15.53
91.50
45.22
91.50
43.92
107.15
164.93
4.344
5.713
6. 914
SIN: c8c5b188-7fl2-4c33-a88a-da23b48716f8\- Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:43 AM 8/5/2010

Type.... Design Storms Page 3.02
Name.... BRUNSWICK COUNTY Event: 1 yr
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 1
DESIGN STORMS SUMMARY
Design Storm File,ID =
Storm Tag Name = 1
BRUNSWICK COUNTY
Data Type, File, ID = Synthetic Storm
Storm Frequency = 1 yr
Total Rainfall Depth= 3.7000 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step=
Storm Tag Name = 10
Data Type, File, ID = Synthetic Storm
Storm Frequency = 10 yr
Total Rainfall Depth= 7.0000 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step=
Storm Tag Name = 100
Data Type, File, ID = Synthetic Storm
Storm Frequency = 100 yr
Total Rainfall Depth= 10.0000 in
Duration Multiplier = 1
Resulting Duration = 24.0000 hrs
Resulting Start Time= .0000 hrs Step=
-----------------------------
TypeIII 24hr
1000 hrs End= 24.0000 hrs
_____ -------------
TypeIII 24hr
1000 hrs End= 24.0000 hrs
------------
TypeIII 24hr
1000 hrs End= 24.0000 hrs
S/N: c8c5bl88-7fl2-4c33-a88a-da23b48716f8\. Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:43 AM 8/5/2010

Type.... Runoff CN-Area
Name.... SUBAREA lA
Page 6.01
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
RUNOFF CURVE NUMBER DATA
--------------------------------------------------------------------------
Impervious
Area Adjustment Adjusted
Soil/Surface Description ON acres %C RUC CN
------------- ----- ----- ------
82 21.660 62.48
COMPOSITE AREA S WEIGHTED CN ---> 21.660 82.48 (82)
SIN: c8c5b188-7f12-4c33-a88a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:44 AM 8/5/2010

Type.... Outlet Input Data Page 2.01
Name.... Outlet lA
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Title... Project Date: 5/20/2010
Project Engineer: Jeffrey Boyd Malpass
Project Title: Windermere Estates
Project Comments:
REQUESTED POND WS ELEVATIONS:
Min. E1ev.= 88.50 ft
Increment = .10 ft
Max. E1ev.= 97.50 ft
OUTLET CONNECTIVITY
---> Forward Flow Only (UpStream to DnStream)
<--- Reverse Flow Only (DnStream to UpStream)
< --- > Forward and Reverse Both Allowed
Structure No. Outfall El, ft E2, ft
Culvert -Circular CO < --- > TW 90.000 97.500
TW SETUP, US Channel
SIN: c8c5b188-7f12-4c33-a88a-da23b48716f8\- Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:58 AM 8/5/2010

Type.... Outlet Input Data
Name.... Outlet lA
Page 2.02
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Title... Project Date: 5/20/2010
Project Engineer: Jeffrey Boyd Malpass
Project Title: Windermere Estates
Project Comments:
OUTLET STRUCTURE INPUT DATA
Structure ID
= CO
Structure Type
----------------------------------
= Culvert -Circular
No. Barrels
= 1
Barrel Diameter
= 24.0000
ft
Upstream Invert
= 90.00
ft
Dnstream Invert
= 99.65
ft
Horiz. Length
= 106.70
ft
Barrel Length
= 106.70
ft
Barrel Slope
= .00328
ft/ft
OUTLET CONTROL DATA...
Mannings n =
.0130
Ke =
.2000
Kb =
.000452
Kr =
.2000
HW Convergence =
.001
INLET CONTROL DATA...
Equation form =
1
Inlet Control K =
.0045
Inlet Control M =
2.0000
Inlet Control c =
.03170
Inlet Control Y =
.6900
T1 ratio (HW/D) =
1.094
T2 ratio (HW/D) =
1.196
Slope Factor =
-.500
(forward entrance loss)
(per ft of full flow)
(reverse entrance loss)
+/- ft
Use unsubmerged inlet control Form 1 equ. below T1 elev.
Use submerged inlet control Form 1 equ. above T2 elev.
In transition zone
between
unsubmerged
and submerged inlet control,
interpolate between
flows
at T1 s T2...
At T1 Elev = 116.25
ft
---> Flow
= 7756.86 cfs
At T2 Elev = 118.69
ft
---> Flow
= 8864.98 cfs
SIN: c8c5bl88-7f12-4c33-a68a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:58 AM 8/5/2010

Type.... Outlet Input Data
Name.... Outlet 1
Page 2.01
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Title... Project Date: 5/20/2010
Project Engineer: Jeffrey Boyd Malpass
Project Title: Windermere Estates
Project Comments:
REQUESTED POND WS ELEVATIONS:
Min. Elev.= 83.00 ft
Increment = .10 ft
Max. E1ev.= 97.50 ft
OUTLET CONNECTIVITY
---> Forward Flow Only (UpStream to OnStream)
<--- Reverse Flow Only (DnStream to UpStream)
< --- > Forward and Reverse Both Allowed
Structure
No.
Outfall
E1,
ft
E2,
ft
Orifice -Area
01
--->
CO
93.300
97.500
Orifice -Area
02
--->
CO
93.800
97.500
Inlet Box
RO
--->
CO
95.350
97.500
Orifice -Circular
00
--->
CO
91.500
97.500
Culvert -Circular
CO
--->
TW
91.500
97.500
Weir -Rectangular
WO
--->
TW
96.000
97.500
TW SETUP, DS Channel
SIN: c8c5bl88-7fl2-4c33-a88a-da23b48716f8\- Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:56 AM 8/5/2010

Type.... Outlet Input Data Page 2.02
Name.... Outlet 1
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Title... Project Date: 5/20/2010
Project Engineer: Jeffrey Boyd Malpass
Project Title: Windermere Estates
Project Comments:
OUTLET STRUCTURE INPUT DATA
Structure ID
Structure Type
----------------
# of Openings
Invert Elev.
Area
Top of Orifice
Datum Elev.
Orifice Coeff.
Structure ID
Structure Type
--------------
# of Openings
Invert Elev.
Area
Top of Orifice
Datum Elev.
Orifice Coeff.
= 01
= Orifice -Area
------------------
1
= 93.30 ft
1.3300 sq.ft
= 93.63 ft
= 93.47 ft
.600
= 02
= Orifice -Area
------------------
= 1
93.80 ft
2.0000 sq.ft
= 94.30 ft
94.05 ft
.600
SIN: c8c5b186-7f12-4c33-a88a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:58 AM 8/5/2010

Type.... Outlet Input Data
Name.... Outlet 1
Page 2.03
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Title... Project Date: 5/20/2010
Project Engineer: Jeffrey Boyd Malpass
Project Title: Windermere Estates
Project Comments:
OUTLET STRUCTURE INPUT DATA
Structure ID
= RO
Structure Type
= Inlet Box
------------------
# of Openings
-____----
= 1
Invert Elev.
= 95.35 ft
Orifice Area
= 16.0000 sq.ft
Orifice Coeff.
_ .600
Weir Length
= 16.00 ft
Weir Coeff.
= 3.330
K, Reverse
= 1.000
Mannings n
_ .0000
Kev,Charged Riser
= .000
Weir Submergence
= No
Structure ID
Structure Type
--------------
# of Openings
Invert Elev.
Diameter
Orifice Coeff.
= 00
= Orifice -Circular
------------------
= 1
91.50 ft
_ .3333 ft
.600
SIN: c8c5b188-7fl2-4c33-a88a-da23b48716f6\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:58 AM 8/5/2010

Type.... Outlet Input Data Page 2.04
Name.... Outlet 1
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Title... Project Date: 5/20/2010
Project Engineer: Jeffrey Boyd Malpass
Project Title: Windermere Estates
Project Comments:
OUTLET STRUCTURE INPUT DATA
Structure ID
Structure Type
---------------
No. Barrels
Barrel Diameter
Upstream Invert
Dnstream Invert
Horiz. Length
Barrel Length
Barrel Slope
= CO
= Culvert -Circular
----------------
= 1
= 2.0000
ft
= 91.50
ft
= 90.50
ft
= 350.00
ft
= 350.00
ft
_ .00286
ft/ft
OUTLET CONTROL DATA
Mannings n =
.0130
Ke =
.5000
Kb =
.012411
Kr =
.5000
HW Convergence =
.001
INLET
CONTROL DATA...
Equation form =
1
Inlet
Control K =
.0098
Inlet
Control M =
2.0000
Inlet
Control c =
.03980
Inlet
Control Y =
.6700
T1 ratio (HW/D) =
1.159
T2 ratio (HW/D) =
1.305
Slope
Factor =
-.500
(forward entrance loss)
(per ft of full flow)
(reverse entrance loss)
+/- ft
Use unsubmerged inlet control Form 1 equ. below T1 elev.
Use submerged inlet control Form 1 equ. above T2 elev.
In transition zone between
unsubmerged and
submerged inlet control,
interpolate
between flows
at T1 & T2...
At T1 Elev
= 93.82 ft
---> Flow =
15.55 cfs
At T2 Elev
= 94.11 ft
---> Flow =
17.77 cfs
SIN: c8c5bl88-7fi2-4c33-a88a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:58 AM 8/5/2010

Type.... Outlet Input Data Page 2.05
Name.... Outlet 1
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Title... Project Date: 5/20/2010
Project Engineer: Jeffrey Boyd Malpass
Project Title: Windermere Estates
Project Comments:
OUTLET STRUCTURE INPUT DATA
Structure ID = wo
Structure Type = Weir -Rectangular
------------------------------------
# of Openings = 1
Crest Elev. = 96.00 ft
Weir Length = 20.00 ft
Weir Coeff. = 3.000000
Weir TW effects (Use adjustment equation)
SIN: c8c5bl88-7f12-4c33-a88a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:58 AM 8/5/2010

Type.... Vol: Elev-Area
Name.... FOREBAY
Page 1.01
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Elevation
Planimeter Area
Al+A2+sgr(A1*A2)
Volume
Volume Sum
(ft)
------------------------------------
(sq.in) (acres)
(acres)
(ac-ft)
(ac-ft)
88.50
----- .1767
-----
.0000
.000
.000
89.50
----- .2064
.5740
.191
.191
90.00
----- .2672
.7085
.118
.309
91.00
----- .3297
.8938
.298
.607
91.50
----- .3616
1.0367
.173
.780
92.00
----- .3940
1.1331
.189
.969
93.00
----- .4599
1.2796
.427
1.396
94.00
.----- .5276
1.4802
.493
1.889
95.00
----- .5970
1.6858
.562
2.451
96.00
----- .6681
1.8966
.632
3.083
97.00
----- .7409
2.1126
.704
3.787
97.50
----- .7780
2.2781
.380
4.167
POND VOLUME EQUATIONS
*.Incremental volume computed by the Conic Method for Reservoir Volumes.
Volume = (1/3) * (EL2-EL1) * (Areal + Area2 + sq.rt.(Areal*Area2))
where: EL1, EL2 = Lower and upper elevations of the increment
Areal,Area2 = Areas computed for EL1, EL2, respectively
Volume = Incremental volume between EL1 and EL2
SIN:
Bentley PondPack (10.01.04.00)
9:49 AM
Bentley Systems, Inc.
4/26/2011

Type.... Vol: Elev-Area
Name.... MAIN POND
Page 1.01
File.... L:\PondPack\WINDERMERE ESTATES\pond(5718-10).ppw
Elevation
Planimeter Area
Al+A2+sgr(A1*A2)
Volume
Volume Sum
(ft)
(sq.in) (acres)
(acres)
(ac-ft)
(ac-ft)
---------------------------------
83.00
-----2121
0000
-------
.000
000
84.00
----- .2390
.6763
.225
.225
85.00
----- .2690
.7616
.254
.479
86.00
----- .2999
.8530
.284
.764
87.00
----- .3318
.9471
.316
1.079
88.00
----- .3645
1.0440
.348
1.427
89.00
----- .3982
1.1437
.381
1.809
90.00
----- .4328
1.2461
.415
2.224
91.00
----- .4683
1.3513
.450
2.674
91.50
----- .5613
1.5424
.257
2.931
92.00
----- .6605
1.8307
.305
3.236
93.00
----- .7230
2.0744
.691
3.928
94.00
----- .7878
2.2655
.755
4.683
95.00
----- .6551
2.4638
.821
5.504
96.00
----- .9250
2.6695
.890
6.394
97.00
----- .9975
2.8831
.961
7.355
97.50
----- 1.0348
3.0484
.508
7.863
POND VOLUME EQUATIONS
* Incremental volume computed by the Conic Method for Reservoir Volumes.
Volume = (1/3) * (EL2-EL1) * (Areal + Area2 + sq.rt.(Areal*Area2))
where: EL1, EL2 = Lower and upper elevations of the increment
Areal,Area2 = Areas computed for EL1, EL2, respectively
Volume = Incremental volume between EL1 and EL2
SIN:
Bentley PondPack (10.01.04.00)
Mann 01
Bentley Systems, Inc.
4/26/2011

Type.... Time-Elev Page 9.04
Name.... FOREBAY Tag: 10 Event: 10 yr
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 10
TIME vs. ELEVATION (ft)
Time I
Output Time
increment
= .0500
hrs
hrs (
Time
on left
represents
time
for
first value in
each
row.
---------I
.0000 1
------------------------------------------------------
91.50
91.50
91.50
91.50
91.50
.2500 1
91.50
91.50
91.50
91.50
91.50
.5000 1
91.50
91.50
91.50
91.50
91.50
.7500 1
91.50
91.50
91.50
91.50
91.50
1.0000
I
91.50
91.50
91.50
.91.50
91.50
1.2500
1
91.50
91.50
91.50
91.50
91.50
1.5000
1
91.50
91.50
91.50
91.50
91.50
1.7500
1
91.50
91.50
91.50
91.50
91.50
2.0000
1
91.50
91.50
91.50
91.50
91.50
2.2500
1
91.50
91.50
91.50
91.50
91.50
2.5000
1
91.50
91.50
91.50
91.50
91.50
2.7500
1
91.50
91.50
91.50
91.50
91.50
3.0000
1
91.50
91.50
91.50
91.50
91.50
3.2500
1
91.50
91.50
91.50
91.50
91.50
3.5000
91.50
91.50
91.50
91.50
91.50
3.7500
91.50
91.50
91.50
91.50
91.50
4.0000
1
91.50
91.50
91.50
91.50
91.50
4.2500
1
91.50
91.50
91.50
91.50
91.50
4.5000
1
91.50
91.50
91.50
91.50
91.50
4.7500
1
91.50
91.50
91.50
91.50
91.50
5.0000
1
91.50
91.50
91.50
91.50
91.50
5.2500
1
91.50
91.50
91.50
91.50
91.50
5.5000
1
91.50
91.50
91.50
91.50
91.50
5.7500
1
91.50
91.50
91.50
91.50
91.50
6.0000
1
91.50
91.50
91.50
91.50
91.50
6.2500
1
91.51
91.51
91.51
91.51
91.51
6.5000
I
91.51
91.51
91.51
91.52
91.52
6.7500
1
91.52
91.52
91.52
91.52
91.52
7.0000
1
91.52
91.53
91.53
91.53
91.53
7.2500
1
91.53
91.54
91.54
91.54
91.54
7.5000
1
91.55
91.55
91.55
91.55
91.56
7.7500
1
91.57
91.57
91.58
91.58
91.58
8.0000
1
91.59
91.59
91.60
91.60
91.61
8.2300
1
91.61
91.61
91.62
91.62
91.63
8.5000
1
91.64
91.64
91.65
91.65
91.66
8.7500
1
91.67
91.67
91.6E
91.69
91.70
9.0000
1
91.71
91.71
91.72
91.73
91.74
9.2500
1
91.75
91.76
91.77
91.78
91.79
9.5000
1
91.80
91.81
91.82
91.83
91.84
9.7500
1
91.85
91.87
91.88
91.89
91.91
10.0000
1
91.92
91.93
91.95
91.96
91.96
10.2500
1
92.00
92.01
92.02
92.04
92.05
10.5000
1
92.07
92.09
92.11
92.12
92.14
SIN: c8c5b18B-7f12-4c33-a88a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:47 AM 8/5/2010

Type.... Time-Elev
Name.... FOREBAY Tag: 10
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 10
TIME vs. ELEVATION (ft)
Page 9.05
Event: 10 yr
Time I
Output
Time
increment
= .0500
hrs
hrs I
Time
on
left represents
time
for
first value in
each
row.
---------
10.7500
I ----------
1
92.16
-----------
92.18
92.20
-
92.22
--------
92.24
11.0000
1
92.27
92.29
92.31
92.34
92.36
11.2500
1
92.39
92.42
92.45
92.49
92.52
11.5000
1
92.56
92.60
92.64
92.70
92.76
11.7500
1
92.84
92.94
93.06
93.18
93.34
12.0000
93.52
93.75
94.02
94.29
94.54
12.2500
1
94.74
94.68
94.99
95.07
95.13
12.5000
1
95.18
95.21
95.23
95.24
95.24
12.7500
1
95.24
95.24
95.23
95.23
95.22
13.0000
1
95.21
95.20
95.18
95.17
95.16
13.2500
1
95.14
95.13
95.11
95.09
95.08
13.5000
I
95.06
95.04
95.03
95.01
94.99
13.7500
1
94.97
94.95
94.
93
94.
91
94.89
14.0000
1
94.86
94.84
94.82
94.80
94.78
14.2500
1
94.75
94.73
94.71
94.69
94.
67
14.5000
1
94.64
94.62
94.60
94.58
94.56
14.7500
1
94.54
94.52
94.50
94.48
94.46
15.0000
1
94.44
94.42
94.40
94.38
94.36
15.2500
1
94.35
94.33
94.31
94.29
94.28
15.5000
1
94.26
94.24
94.23
94.21
94.20
15.7500
1
94.18
94.17
94.16
94.14
94.13
16.0000
1
94.12
94.
10
94.09
94.08
94.07
16.2500
1
94.05
94.04
94.03
94.02
94.01
16.5000
1
94.00
93.99
93.98
93.97
93.96
16.7500
1
93.95
93.94
93.93
93.92
93.92
17.0000
1
93.91
93.90
93.89
93.88
93.88
17.2500
1
93.87
93.86
93.86
93.85
93.84
17.5000
1
93.84
93.83
93.83
93.62
93.82
17.7500
1
93.81
93.81
93.80
93.79
93.79
18.0000
1
93.78
93.78
93.77
93.77
93.76
18.2500
1
93.76
93.75
93.75
93.74
93.74
18.5000
1
93.73
93.73
93.72
93.72
93.71
18.7500
1
93.71
93.70
93.70
93.69
93.69
19.0000
1
93.69
93.68
93.68
93.67
93.67
19.2500
1
93.66
93.66
93.66
93.65
93.65
19.5000
1
93.65
93.64
93.64
93.63
93.63
19.7500
1
93.63
93.62
93.62
93.62
93.61
20.0000
1
93.61
93.61
93.61
93.60
93.60
20.2500
1
93.60
93.59
93.59
93.59
93.58
20.5000
1
93.58
93.58
93.58
93.57
93.57
20.7500
1
93.57
93.57
93.56
93.56
93.56
21.0000
1
93.56
93.55
93.55
93.55
93.55
21.2500
1
93.54
93.54
93.54
93.54
93.53
21.5000
1
93.53
93.53
93.53
93.53
93.52
SIN: c8c5bl88-7fl2-4c33-a88a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:47 AM 8/5/2010

Type.... Time-Elev
Name.... FOREBAY Tag: 10
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 10
TIME vs. ELEVATION (ft)
Page 9.06
Event: 10 yr
Time I
Output
Time
increment
= .0500
hrs
--------
hrs I
Time
on
left represents
time for
first value in
each
row.
21.7500
I--------------------------------------------------------------
1
93.52
93.32
93.52
93.52
93.52
22.0000
1
93.51
93.51
93.51
93.51
93.51
22.2500
1
93.50
93.50
93.50
93.50
93.50
22.5000
1
93.50
93.49
93.49
93.49
93.49
22.7500
1
93.49
93.49
93.48
93.48
93.48
23.0000
1
93.48
93.48
93.48
93.47
93.47
23.2500
1
93.47
93.47
93.47
93.47
93.47
23.5000
1
93.46
93.46
93.46
93.46
93.46
23.7500
1
93.46
93.46
93.46
93.46
93.46
24.0000
1
93.46
SIN: c8c5b188-7f12-4c33-a88a-da23b48716f8\- Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:47 AM 8/5/2010

Type.... Time-Elev Page 9.07
Name.... FOREBAY Tag: 100 Event: 100 yr
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 100
TIME vs. ELEVATION (ft)
Time I
Output Time
increment
= .0500
hrs
---------I-----------------------
hrs
Time
on left
represents
time
for
first value in
each
row.
.0000 1
91.50
91.50
91.50
------------------------
91.50
91.50
.2500 1
91.50
91.50
91.50
91.50
91.50
.5000 1
91.50
91.50
91.50
91.50
91.50
.7500 1
91.50
91.50
91.50
91.50
91.50
1.0000
1
91.50
91.50
91.50
91.50
91.50
1.2500
1
91.50
91.50
91.50
91.50
91.50
1.5000
1
91.50
91.50
91.50
91.50
91.50
1.7500
1
91.50
91.50
91.50
91.50
91.50
2.0000
1
91.50
91.50
91.50
91.50
91.50
2.2500
I
91.50
91.50
91.50
91.50
91.50
2.5000
1
91.50
91.50
91.50
91.50
91.50
2.7500
I
91.50
91.50
91.50
91.50
91.50
3.0000
1
91.50
91.50
91.50
91.50
91.50
3.2500
1
91.50
91.50
91.50
91.50
91.50
3.5000
1
91.50
91.50
91.50
91.50
91.50
3.7500
1
91.50
91.50
91.50
91.50
91.50
4.0000
1
91.50
91.50
91.50
91.50
91.50
4.2500
1
91.50
91.50
91.50
91.50
91.50
4.5000
1
91.50
91.50
91.50
91.50
91.50
4.7500
1
91.50
91.51
91.51
91.51
91.51
5.0000
1
91.51
91.51
91.51
91.51
91.52
5.2500
1
91.52
91.52
91.52
91.52
91.53
5.5000
1
91.53
91.53
91.53
91.53
91.54
5.7500
1
91.54
91.54
91.54
91.55
91.55
6.0000
1
91.55
91.55
91.56
91.56
91.57
6.2500
1
91.57
91.58
91.58
91.59
91.59
6.5000
1
91.60
91.60
91.60
91.61
91.61
6.7500
1
91.62
91.62
91.63
91.63
91.64
7.0000
1
91.64
91.65
91.65
91.66
91.67
7.2500
1
91.67
91.68
91.69
91.69
91.70
7.5000
1
91.71
91.72
91.72
91.73
91.74
7.7500
91.75
91.75
91.76
91.77
91.78
8.0000
I
91.79
91.80
91.81
91.82
91.83
8.2500
1
91.84
91.85
91.86
91.87
91.88
8.5000
1
91.90
91.91
91.92
91.93
91.94
8.7500
1
91.96
91.97
91.99
92.00
92.02
9.0000
1
92.03
92.05
92.06
92.08
92.09
9.2500
1
92.11
92.12
92.14
92.16
92.18
9.5000
1
92.20
92.21
92.23
92.25
92.27
9.7500
1
92.29
92.31
92.33
92.35
92.38
10.0000
1
92.40
92.42
92.45
92.47
92.50
10.2500
1
92.52
92.55
92.57
92.60
92.63
10.5000
1
92.66
92.69
92.72
92.75
92.79
S/N: c8c5bl86-7fl2-4c33-a88a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:47 AM 8/5/2010

Type.... Time-Elev Page 9.08
Name.... FOREBAY Tag: 100 Event: 100 yr
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 100
TIME vs. ELEVATION (ft)
Time I
Output Time
increment
= .0500
hrs
hrs I
Time on left
represents
time
for
first value
in
each
row.
--------
10.7500
I -------------------------------------------------------------
1
92.82
92.86
92.89
92.93
92.97
11.0000
1
93.01
93.04
93.08
93.12
93.16
11.2500
1
93.20
93.25
93.29
93.34
93.39
11.5000
1
93.44
93.50
93.56
93.63
93.71
11.7500
1
93.82
93.94
94.08
94.23
94.40
12.0000
94.63
94.93
95.30
95.69
96.04
12.2500
j
96.26
96.39
96.46
96.52
96.55
12.5000
I
96.56
96.55
96.53
96.51
96.47
12.7500
96.44
96.41
96.38
96.35
96.32
13.0000
1
96.30
96.27
96.25
96.22
96.20
13.2500
I
96.18
96.15
96.13
96.12
96.10
13.5000
1
96.08
96.06
96.04
96.02
96.00
13.7500
95.98
95.96
95.94
95.92
95.89
14.0000
95.87
95.84
95.82
95.80
95.77
14.2500
95.75
95.72
95.70
95.68
95.65
14.5000
1
95.63
95.61
95.59
95.56
95.54
14.7500
95.52
95.50
95.48
95.46
95.44
15.0000
95.42
95.39
95.37
95.35
95.33
15.2500
95.31
95.29
95.26
95.24
95.22
15.5000
95.20
95.17
95.15
95.13
95.10
15.7500
95.08
95.05
95.03
95.01
94.98
16.0000
94.95
94.93
94.90
94.87
94.84
16.2500
1
94.82
94.79
94.76
94.74
94.71
16.5000
1
94.69
94.66
94.64
94.61
94.59
16.7500
94.56
94.54
94.52
94.49
94.47
17.0000
94.45
94.42
94.40
94.38
94.36
17.2500
94.34
94.32
94.30
94.28
94.26
17.5000
94.25
94.23
94.21
94.20
94.18
17.7500
94.16
94.15
94.13
94.12
94.11
18.0000
94.09
94.08
94.07
94.05
94.04
18.2500
94.03
94.02
94.01
94.00
93.99
18.5000
93.98
93.97
93.96
93.95
93.94
18.7500
93.93
93.92
93.91
93.91
93.90
19.0000
93.39
93.88
93.88
93.87
93.86
19.2500
1
93.86
93.85
93.85
93.84
93.83
19.5000
1
93.83
93.82
93.82
93.82
93.81
19.7500
1
93.81
93.80
93.80
93.79
93.79
20.0000
1
93.79
93.78
93.78
93.77
93.77
20.2500
1
93.77
93.76
93.76
93.75
93.75
20.5000
1
93.75
93.74
93.74
93.74
93.73
20.7500
1
93.73
93.72
93.72
93.72
93.71
21.0000
93.71
93.71
93.70
93.70
93.70
21.2500
93.69
93.69
93.69
93.68
93.68
21.5000
1
93.68
93.67
93.67
93.67
93.67
SIN: c8c5b188-7f12-4c33-aBBa-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:47 AM 8/5/2010

Type.... Time-Elev
Name.... FOREBAY Tag: 100
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 100
TIME vs. ELEVATION (ft)
Page 9.09
Event: 100 yr
Time I
Output
Time
increment
= .0500
hrs
---------I-----------------------------------------------------
hrs
Time
on
left represents
time
for
first value in
each
row.
21.7500
1
93.66
93.66
93.66
93.65
93.65
22.0000
1
93.65
93.65
93.64
93.64
93.64
22.2500
1
93.64
93.63
93.63
93.63
93.62
22.5000
93.62
93.62
93.62
93.62
93.61
22.7500
93.61
93.61
93.61
93.60
93.60
23.0000
93.60
93.60
93.59
93.59
93.59
23.2500
93.59
93.58
93.58
93.58
93.58
23.5000
93.58
93.57
93.57
93.57
93.57
23.7500
93.56
93.56
93.56
93.56
93.56
24.0000
93.55
SIN: c8c5bl88-7fl2-4c33-a88a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:47 AM 8/5/2010

Type.... Time-Elev
Name.... MAIN POND Tag: 10
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 10 '
TIME vs. ELEVATION (ft)
Page 9.13
Event: 10 yr
Time I
Output
Time
increment
= .0500
hrs
hrs I
Time on
left represents
time
for
first value
in
each
row.
--------I
.0000 1
-----------------------------------------------------------
91.50
91.50
91.50
91.50
91.50
.2500 I
91.50
91.50
91.50
91.50
91.50
.5000 1
91.50
91.50
91.50
91.50
91.50
.7500 1
91.50
91.50
91.50
91.50
91.50
1.0000
I
91.50
91.50
91.50
91.50
91.50
1.2500
1
91.50
91.50
91.50
91.50
91.50
1.5000
I
91.50
91.50
91.50
91.50
91.50
1.7500
1
91.50
91.50
91.50
91.50
91.50
2.0000
91.50
91.50
91.50
91.50
91.50
2.2500
1
91.50
91.50
91.50
91.50
91.50
2.5000
1
91.50
91.50
91.50
91.50
91.50
2.7500
1
91.50
91.50
91.50
91.50
91.50
3.0000
1
91.50
91.50
91.50
91.50
91.50
3.2500
1
91.50
91.50
91.50
91.50
91.50
3.5000
1
91.50
91.50
91.50
91.50
91.50
3.7500
1
91.50
91.50
91.50
91.50
91.50
4.0000
1
91.50
91.50
91.50
91.50
91.50
4.2500
1
91.50
91.50
91.50
91.50
91.50
4.5000
1
91.50
91.50
91.50
91.50
91.50
4.7500
1
91.50
91.50
91.50
91.50
91.50
5.0000
1
91.50
91.50
91.50
91.50
91.50
5.2500
1
91.50
91.50
91.50
91.50
91.50
5.5000
1
91.50
91.50
91.50
91.50
91.50
5.7500
1
91.50
91.50
91.50
91.50
91.50
6.0000
1
91.50
91.50
91.50
91.50
91.51
6.2500
1
91.51
91.51
91.51
91.51
91.51
6.5000
1
91.51
91.51
91.52
91.52
91.52
6.7500
1
91.52
91.52
91.52
91.52
91.52
7.0000
1
91.53
91.53
91.53
91.53
91.53
7.2500
1
91.54
91.54
91.54
91.54
91.55
7.5000
1
91.55
91.55
91.55
91.56
91.57
7.7500
1
91.57
91.58
91.58
91.58
91.59
8.0000
1
91.59
91.60
91.60
91.60
91.61
8.2500
1
91.61
91.62
91.62
91.63
91.64
8.5000
1
91.64
91.65
91.65
91.66
91.67
8.7500
1
91.67
91.66
91.69
91.69
91.70
9.0000
1
91.71
91.72
91.73
91.74
91.75
9.2500
1
91.76
91.76
91.77
91.76
91.79
9.5000
1
91.81
91.82
91.83
91.84
91.85
9.7500
1
91.86
91.88
91.89
91.90
91.92
10.0000
1
91.93
91.94
91.96
91.97
91.99
10.2500
1
92.00
92.02
92.03
92.05
92.07
10.5000
1
92.08
92.10
92.12
92.14
92.16
SIN: c8c5bl88-7f12-4c33-a88a-da23b48716f8\= Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:47 AM 8/5/2010

Type.... Time-Elev Page 9.14
Name.... MAIN POND Tag: 10 Event: 10 yr
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 10
TIME vs. ELEVATION (ft)
Time I
Output Time
increment
= .0500
hrs
--------
hrs
Time
on
left represents
time
for
first value in
each
row.
10.7500
I --------
1
92.16
--------
92.20
92.22
---------------------
92.24
92.26
-----
11.0000
1
92.26
92.31
92.33
92.36
92.38
11.2500
92.41
92.44
92.48
92.51
92.55
11.5000
92.59
92.63
92.68
92.74
92.82
11.7500
92.91
93.03
93.15
93.29
93.46
12.0000
93.68
93.96
94.24
94.50
94.72
12.2500
94.86
94.97
95.05
95.12
95.17
12.5000
95.20
95.22
95.23
95.23
95.23
12.7500
95.23
95.23
95.22
95.21
95.20
13.0000
1
95.19
95.16
95.16
95.15
95.14
13.2500
95.12
95.10
95.09
95.07
95.05
13.5000
1
95.04
95.02
95.00
94.98
94.96
13.7500
1
94.
94
94. 92
94.90
94.88
94.86
14.0000
1
94.84
94.al
94.79
94.77
94.75
14.2500
1
94.73
94.70
94.68
94.66
94.64
14.5000
94.62
94.60
94.58
94.56
94.54
14.7500
94.52
94.49
94.47
94.45
94.44
15.0000
94.42
94.40
94.38
94.36
94.34
15.2500
1
94.32
94.31
94.29
94.27
94.26
15.5000
1
94.24
94.23
94.21
94.19
94.18
15.7500
1
94.17
94.15
94.14
94.13
94.11
16.0000
94.10
94.09
94.
07
94.06
94.05
16.2500
94.04
94.03
94.02
94.01
94.00
16.5000
1
93.99
93.98
93.97
93.96
93.95
16.7500
93.94
93.93
93.92
93.91
93.90
17.0000
93.90
93.89
93.68
93.87
93.87
17.2500
93.86
93.85
93.
65
93.84
93.84
17.5000
93.83
93.82
93.82
93.81
93.81
17.7500
93.80
93.80
93.79
93.79
93.78
18.0000
1
93.78
93.77
93.77
93.76
93.75
18.2500
1
93.75
93.74
53.74
93.73
93.73
18.5000
1
93.72
93.72
93.72
93.71
93.71
18.7500
1
93.70
93.70
93.69
93.69
93.68
19.0000
I
93.66
93.68
93.67
93.67
93.66
19.2500
1
93.66
93.66
'93.65
93.65
93.64
19.5000
1
93.64
93.64
93.63
93.63
93.63
19.7500
93.62
93.62
93.62
93.61
93.61
20.0000
93.61
93.60
93.60
93.60
93.59
20.2500
1
93.59
93.59
93.59
93.58
93.58
20.5000
I
93.58
93.58
93.57
93.57
93.57
20.7500
93.56
93.56
93.56
93.56
93.56
21.0000
1
93.55
93.55
93.55
93.55
93.54
21.2500
1
93.54
93.54
93.54
93.53
93.53
21.5000
1
93.53
93.53
93.53
93.52
93.52
S/N: c8c5bl88-7fl2-4c33-a86a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:47 AM 8/5/2010

Type.... Time-Elev Page 9.15
Name.... MAIN POND Tag: 10 Event: 10 yr
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 10
TIME vs. ELEVATION (ft)
Time I
Output Time
increment
= .0500
hrs
hrs I
Time on left
represents
time
for
first value in
each
row.
---------
21.7500
I -----------
93.52
------------------------------------------
93.52
93.52
93.51
93.51
22.0000
93.51
93.51
93.51
93.50
93.50
22.2500
1
93.50
93.50
93.50
93.50
93.49
22.5000
1
93.49
93.49
93.49
93.49
93.49
22.7500
1
93.48
93.48
93.48
93.48
93.48
23.0000
1
93.48
93.48
93.47
93.47
93.47
23.2500
1
93.47
93.47
93.47
93.47
93.46
23.5000
1
93.46
93.46
93.46
93.46
93.46
23.7500
1
93.46
93.46
93.46
93.46
93.46
24.0000
1
93.46
SIN: c8c5bl88-7f12-4c33-aBBa-da23b48716f8\- Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:47 AM 8/5/2010

Type....
Name....
File....
Storm...
Time-Elev
Page 9.16
MAIN POND Tag: 100 Event: 100 yr
L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
TypeIII 24hr Tag: 100
TIME vs. ELEVATION (ft)
Time I
Output
Time
increment
= .0500
hrs
hrs I
Time
on
left represents
time
for
first value in
each
row.
---------
I-------------------------------------------------------------
.0000
91.50
91.50
91.50
91.50
91.50
.2500
91.50
91.50
91.50
91.50
91.50
.5000 1
91.50
91.50
91.50
91.50
91.50
.7500 1
91.50
91.50
91.50
91.50
91.50
1.0000
1
91.50
91.50
91.50
91.50
91.50
1.2500
1
91.50
91.50
91.50
91.50
91.50
1.5000
91.50
91.50
91.50
91.50
91.50
1.7500
I
91.50
91.50
91.50
91.50
91.50
2.0000
91.50
91.50
91.50
91.50
91.50
2.2500
I
91.50
91.50
91.50
91.50
91.50
2.5000
1
91.50
91.50
91.50
91.50
91.50
2.7500
91.50
91.50
91.50
91.50
91.50
3.0000
91.50
91.50
91.50
91.50
91.50
3.2500
91.50
91.50
91.50
91.50
91.50
3.5000
I
91.50
91.50
91.50
91.50
91.50
3.7500
1
91.50
91.50
91.50
91.50
91.50
4.0000
I
91.50
91.50
91.50
91.50
91.50
4.2500
91.50
91.50
91.50
91.50
91.50
4.5000
1
91.50
91.50
91.50
91.50
91.50
4.7500
91.51
91.51
91.51
91.51
91.51
5.0000
I
91.51
91.51
91.51
91.52
91.52
5.2500
I
91.52
91.52
91.52
91.53
91.53
5.5000
1
91.53
91.53
91.53
91.54
91.54
5.7500
1
91.54
91.54
91.55
91.55
91.55
6.0000
91.55
91.56
91.56
91.57
91.57
6.2500
I
91.58
91.58
91.59
91.59
91.59
6.5000
91.60
91.60
91.61
91.61
91.62
6.7500
1
91.62
91.63
91.63
91.64
91.64
7.0000
91.65
91.65
91.66
91.67
91.67
7.2500
I
91.68
91.69
91.69
91.70
91.71
7.5000
91.71
91.72
91.73
91.74
91.74
7.7500
91.75
91.76
91.77
91.78
91.79
8.0000
I
91.80
91.80
91.81
91.82
91.83
8.2500
91.85
91.86
91.87
91.66
91.89
8.5000
91.90
91.91
91.93
91.94
91.96
8.7500
1
91.97
91.98
92.00
92.01
92.03
9.0000
1
92.04
92.06
92.07
92.09
92.10
9.2500
1
92.12
92.14
92.15
92.17
92.19
9.5000
1
92.21
92.23
92.25
92.27
92.29
9.7500
1
92.31
92.33
92.35
92.37
92.39
10.0000
1
92.42
92.44
92.46
92.49
92.51
10.2500
92.54
92.57
92.60
92.62
92.65
10.5000
92.68
92.72
92.75
92.78
92.81
SIN: c8c5b188-7fl2-4c33-a88a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:48 AM 8/5/2010

Type.... Time-Elev
Name.... MAIN POND Tag: 100
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 100
Page 9.17
Event: 100 yr
TIME vs. ELEVATION (ft) -
Time I
Output
Time
increment
= .0500
hrs
hrs I
Time
on left
represents
time
for
first value in
each
row.
---------
10.7500
I--------------------------------------------------------------
1
92.85
92.89
92.92
92.96
93.00
11.0000
1
93.03
93.07
93.11
93.15
93.19
11.2500
1
93.24
93.28
93.33
93.38
93.43
11.5000
1
93.49
93.54
93.61
93.69
93.79
11.7500
1
93.91
94.04
94.19
94.35
94.56
12.0000
1
94.86
95.24
95.64
96.01
96.24
12.2500
1
96.36
96.44
96.49
96.53
96.54
12.5000
1
96.54
96.52
96.49
96.46
96.43
12.7500
1
96.40
96.37
96.34
96.32
96.29
13.0000
1
96.26
96.24
96.21
96.19
96.17
13.2500
96.15
96.13
96.11
96.09
96.07
13.5000
96.05
96.03
96.02
96.00
95.98
13.7500
95.95
95.93
95.91
95.89
95.86
14.0000
1
95.84
95.61
95.79
95.77
95.74
14.2500
1
95.72
95.69
95.67
95.65
95.63
14.5000
1
95.60
95.58
95.56
95.54
95.52
14.7500
1
95.49
95.47
95.45
95.43
95.41
15.0000
1
95.39
95:37
95.35
95.32
95.30
15.2500
1
95.28
95.26
95.24
95.21
95.19
15.5000
1
95.17
95.14
95.12
95.10
95.07
15.7500
1
95.05
95.03
95.
00
94.98
94.
95
16.0000
I
94.
92
94.69
94.87
94.84
94.81
16.2500
1
94.79
94.76
94.73
94.71
94.
68
16.5000
1
94.66
94.63
94.61
94.58
94.56
16.7500
1
94.53
94.51
94.49
94.46
94.44
17.0000
1
94.42
94.40
94.38
94.36
94.
34
17.2500
1
94.32
94.30
94.28
94.26
94.24
17.5000
1
94.22
94.21
94.19
94.18
94.16
17.7500
94.15
94.13
94.12
94.10
94.09
18.0000
94.08
94.06
94.05
94.04
94.03
18.2500
94.02
94.01
94.00
93.98
93.97
18.5000
93.96
93.95
93.94
93.94
93.93
18.7500
93.92
93.91
93.90
93.89
93.89
19.0000
93.88
93.87
93.87
93.86
93.85
19.2500
1
93.65
93.84
93.64
93.83
93.83
19.5000
1
93.82
93.82
93.61
93.81
93.80
19.7500
1
93.80
93.80
93.79
93.79
93.78
20.0000
1
93.78
93.78
93.77
93.77
93.76
20.2500
93.76
93.76
93.75
93.75
93.75
20.5000
93.74
93.74
93.73
93.73
93.73
20.7500
93.72
93.72
93.72
93.71
93.71
21.0000
93.71
93.70
93.70
93.69
93.69
21.2500
93.69
93.69
93.68
93.68
93.68
21.5000
93.67
93.67
93.67
93.66
93.66
S/N: c8c5bl88-7fl2-4c33-a88a-da23b48716f8\' Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:48 AM 8/5/2010

Type.... Time-Elev
Name.... MAIN POND Tag: 100
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr .Tag: 100
TIME vs. ELEVATION (ft)
Page 9.18
Event: 100 yr
Time I
Output
Time
increment
= .0500
hrs
hrs I
Time
on
left represents
time
for
first value in
each
row.
--------- I -------------------------------------------------------------
21.7500
93.66
93.66
93.65
93.65
93.65
22.0000
93.
64
93.
64
93.
64
93.
64
93.
63
22.2500 1
93.63
93.63
93.63
93.62
93.62
22.5000
93.62
93.62
93.61
93.61
93.61
22.7500
93.61
93.60
93.60
93.60
93.60
23.0000 1
93.59
93.59
93.59
93.59
93.59
23.2500
93.58
93.58
93.58
93.56
93.57
23.5000
93.57
93.57
93.57
93.57
93.56
23.7500 1
93.56
93.56
93.56
93.56
93.55
24.0000 1
93.55
SIN: c8c5bl88-7fl2-4c33-a86a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:48 AM 8/5/2010

Type.... Hydrograph Page 8.13
Name.... FOREBAY OUT Tag: 10 Event: 10 yr
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 10
ICPM
HYDROGRAPH...
HYG
file =
HYG
ID = FOREBAY
OUT
HYG
-----------------------------------
Tag = 10
Peak
Discharge =
69.75 cfs
Time
to Peak =
12.1000 hrs
HYG
-----------------------------------
Volume =
8.042 ac-ft
HYDROGRAPH ORDINATES (cfs)
Time I
Output Time
increment
= .0500 hrs
---------
hrs I
Time on
left represents
time for
first value in each
row.
I -------------------------------------------------
.0000 1
.00
.00
.00
.00
-----
.00
.2500 1
.00
.00
.00
.00
.00
.5000 1
.00
.00
.00
.00
.00
.7500 1
.00
.00
.00
.00
.00
1.0000
1
.00
.00
.00
.00
.00
1.2500
1
.00
.00
.00
.00
.00
1.5000
1
.00
.00
.00
.00
.00
1.7500
1
.00
.00
.00
.00
.00
2.0000
1
.00
.00
.00
.00
.00
2.2500
1
.00
.00
.00
.00
.00
2.5000
1
.00
.00
.00
.00
.00
2.7500
1
.00
.00
.00
.00
.00
3.0000
1
.00
.00
.00
.00
.00
3.2500
1
.00
.00
.00
.00
.00
3.5000
1
.00
.00
.00
.00
.00
3.7500
.00
.00
.00
.00
.00
4.0000
.00
.00
.00
.00
.00
4.2500
.00
.00
.00
.00
.00
4.5000
.00
.00
.00
.00
.00
4.7500
.00
.00
..00
.00
.00
5.0000
.00
.00
.00
.00
.00
5.2500
.00
.00
.00
.00
.00
5.5000
.00
.01
.01
.02
.03
5.7500
I
.04
.05
.05
.06
.07
6.0000
1
.08
.09
.11
.13
.15
6.2500
.18
.22
.26
.00
.00
6.5000
.33
.36
.00
.00
.45
6.7500
.49
.00
.00
.00
.59
7.0000
1
.63
.00
.00
.00
.73
7.2500
1
.76
.00
.00
.84
.85
7.5000
1
.00
.00
.88
.87
.85
SIN: c8c5bl88-7fl2-4c33-a88a-da23b48716f8\. Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:48 AM 8/5/2010

Type.... Hydrograph
Name.... FOREBAY OUT Tag: 10
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm-'. TypeIII 24hr Tag: 10
Page 8.14
Event: 10 yr
HYDROGRAPH
ORDINATES
(cfs)
,
Time I
Output
Time
increment
= .0500
hrs
_--------
hrs I
Time
on
left represents
time
for
first value
in
each
row.
7.7500
I -------------------------------
1
.80
.73
.65
----------------------
.56
.56
8.0000
1
.59
.61
.63
.67
.74
8.2500
1
.77
.60
.83
.86
.89
8.5000
1
.92
.95
.98
1.01
1.04
8.7500
1
1.07
1.10
1.13
1.16
1.19
9.0000
1
1.29
1.38
1.42
1.44
1.48
9.2500
1
1.51
1.54
1.58
1.61
1.64
9.5000
1
1.67
1.83
1.91
1.93
1.96
9.7500
1
1.99
2.03
2.06
2.08
2.20
10.0000
1
2.33
2.37
2.41
2.45
2.50
10.2500
1
2.56
2.70
2.89
2.98
3.02
10.5000
1
3.07
3.12
3.26
3.49
3.57
10.7500
1
3.60
3.63
3.71
4.00
4.11
11.0000
1
4.13
4.18
4.46
4.82
5.07
11.2500
1
5.27
5.74
6.14
6.35
6.75
11.5000
1
7.18
7.84
9.59
11.69
14.86
11.7500
1
18.14
21.53
24.67
28.12
36.40
12.0000
1
52.34
65.31
69.75
64.47
49.82
12.2500
1
37.81
33.67
31.65
28.29
24.66
12.5000
1
21.22
18.41
16.55
15.37
14.96
12.7500
1
14.71
14.37
13.96
13.59
13.22
13.0000
1
12.81
12.51
12.35
12.17
12.04
13.2500
1
11.90
11.76
11.64
11.59
11.56
13.5000
1
11.42
11.25
11.12
10.97
10.95
13.7500
1
10.84
10.65
10.48
10.32
10.31
14.0000
1
10.24
10.04
9.69
9.76
9.82
14.2500
1
9.72
9.52
9.39
9.38
9.34
14.5000
1
9.17
9.02
8.89
8.93
8.64
14.7500
1
8.64
8.50
8.36
8.40
8.31
15.0000
1
8.13
7.97
7.83
7.85
7.74
15.2500
1
7.56
7.40
7.26
7.18
7.13
15.5000
1
6.96
6.78
6.63
6.48
6.34
15.7500
1
6.34
6.23
6.05
5.89
5.76
16.0000
1
5.63
5.52
5.50
5.43
5.32
16.2500
1
5.20
5.11
5.02
4.92
4.84
16.
5000 1
4.77
4.74
4.66
4.55
4.46
16.7500
I
4.39
4.30
4.22
4.16
4.09
17.0000
1
4.01
3.95
3.96
3.90
3.81
17.2500
1
3.75
3.69
3.63
3.55
3.49
17.5000
1
3.44
3.39
3.33
3.27
3.21
17.7500
1
3.16
3.10
3.07
3.10
3.07
18.0000
1
3.02
2.98
2.95
2.92
2.90
18.2500
1
2.88
2.86
2.84
2.82
2.80
18.5000
1
2.78
2.75
2.73
2.72
2.70
18.7500
1
2.68
2.65
2.65
2.67
2.65
SIN: c8c5b188-7fl2-4c33-a88a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:48 AM 8/5/2010

Type.... Hydrograph Page 8.15
Name.... FOREBAY OUT Tag: 10 Event: 10 yr
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 10
HYDROGRAPH
ORDINATES
(cfs)
Time I
Output Time
increment
= .0500
hrs
hrs I
Time
on
left represents
time
for
first value
in each
row.
---------
19.0000
I------------------
1
2.63
2.60
2.58
2.56
2.54
19.2500
1
2.52
2.50
2.48
2.46
2.44
19.5000
1
2.43
2.41
2.39
2.37
2.35
19.7500
1
2.34
2.32
2.30
2.28
2.26
20.0000
1
2.25
2.23
2.21
2.20
2.20
20.2500
1
2.22
2.21
2.18
2.16
2.15
20.5000
1
2.14
2.13
2.11
2.09
2.08
20.7500
1
2.07
2.06
2.04
2.03
2.01
21.0000
1
2.01
2.00
1.98
1.97
1.96
21.2500
1
1.95
1.93
1.92
1.91
1.89
21.5000
1
1.88
1.87
1.86
1.85
1.84
21.7500
1
1.82
1.82
1.81
1.80
1.78
22.0000
1
1.77
1.76
1.76
1.74
1.73
22.2500
1
1.72
1.71
1.70
1.70
1.71
22.5000
1
1.69
1.67
1.67
1.66
1.65
22.7500
1
1.64
1.63
1.62
1.61
1.60
23.0000
1
1.59
1.57
1.56
1.56
1.55
23.2500
1
1.54
1.52
1.54
1.58
1.60
23.5000
1
1.63
1.64
1.66
1.67
1.68
23.7500
1.68
1.69
1.69
1.70
1.70
24.0000
1
1.70
SIN: c8c5b188-7fl2-4c33-a88a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:48 AM 8/5/2010

Type.... Hydrograph Page 8.16
Name..'.. FOREBAY OUT Tag: 100 Event: 100 yr
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 100
ICPM HYDROGRAPH...
HYG file =
HYG ID = FOREBAY OUT
HYG Tag = 100
-----------------------------------
Peak Discharge = 106.74 cfs
Time to Peak = 12.1000 hrs
HYG volume = 13.139 ac-ft
-----------------------------------
HYDROGRAPH
ORDINATES
(cfs)
Time I
Output Time
increment
= .0500 hrs
hrs I
Time on
left represents
time for
first value in
each row.
---------
I -------------------------
.0000 1
.00
.00
.00
---------_
.00
.00
.2500 1
.00
.00
.00
.00
.00
.5000 1
.00
.00
.00
.00
.00
.7500 1
.00
.00
.00
.00
.00
1.0000
1
.00
.00
.00
.00
.00
1.2500
1
.00
.00
.00
.00
.00
1.5000
1
.00
.00
.00
.00
.00
1.7500
1
.00
.00
.00
.00
.00
2.0000
1
.00
.00
.00
.00
.00
2.2500
1
.00
.00
.00
.00
.00
2.5000
1
.00
.00
.00
.00
.00
2.7500
1
.00
.00
.00
.00
.00
3.0000
I
.00
.00
.00
.00
.00
3.2500
I
.00
.00
.00
.00
.00
3.5000
1
.00
.00
.00
.00
.00
3.7500
I
.00
.00
.00
.00
.00
4.0000
1
.00
.00
.00
.00
.01
4.2500
1
.02
.03
.04
.05
.06
4.5000
1
.08
.09
.10
.11
.13
4.7500
1
.15
.16
.22
.25
.30
5.0000
1
.35
.00
.00
.44
.47
5.2500
1
.00
.00
.58
.61
.00
5.5000
1
.00
.00
.72
.75
.00
5.7500
1
.00
.83
.85
.00
.00
6.0000
1
.88
.87
.85
.61
.74
6.2500
1
.66
.57
.54
.56
.58
6.5000
1
.61
.63
.70
.74
.75
6.7500
.77
.79
.81
.84
.89
7.0000
1
.93
.95
.94
.95
.96
7.2500
.99
1.01
1.04
1.06
1.10
7.5000
1
1.19
1.24
1.25
1.28
1.30
SIN: c8c5bl86-7f12-4c33-a88a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:48 AM 8/5/2010

Type.... Hydrograph Page 8.17
Name.... FOREBAY OUT Tag: 100 Event: 100 yr
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 100
HYDROGRAPH
ORDINATES
(cfs)
Time I
Output
Time
increment
= .0500
hrs
---------I--------------------------
hrs
Time
on
left represents
time
for
first value
in each
row.
7.7500
1
1.32
1.35
1.37
----------------------
1.40
1.42
8.0000
1
1.44
1.46
1.60
1.68
1.71
8.2500
1
1.75
1.79
1.83
1.86
1.92
8.5000
1
1.96
2.08
2.21
2.26
2.29
8.7500
1
2.32
2.36
2.40
2.45
2.66
9.0000
1
2.75
2.77
2.80
2.84
2.88
9.2500
1
- 3.03
3.19
3.25
3.26
3.28
9.5000
1
3.31
3.51
3.66
3.68
3.69
9.7500
1
3.71
3.89
4.06
4.09
4.08
10.0000
1
4.09
4.38
4.50
4.53
4.56
10.2500
1
4.87
5.06
5.09
5.15
5.50
10.5000
1
5.63
5.62
5.89
6.10
6.11
10.7500
1
6.35
6.57
6.57
6.87
7.03
11.0000
1
6.99
7.30
7.53
7.92
8.52
11.2500
1
8.86
9.61
9.98
10.80
11.40
11.5000
1
12.26
13.61
16.47
20.23
25.17
11.7500
I
30.72
36.97
42.56
48.39
62.35
12.0000
1
86.02
104.20
106.74
96.37
73.40
12.2500
1
59.45
57.12
55.54
51.33
46.61
12.5000
1
41.29
36.56
32.81
30.09
28.84
12.7500
1
27.63
26.24
25.18
24.07
22.84
13.0000
1
21.69
20.94
20.09
19.28
18.72
13.2500
1
18.47
17.98
17.47
16.99
16.68
13.5000
1
16.54
16.22
15.85
15.50
15.24
13.7500
1
15.27
15.10
14.62
14.60
14.46
14.0000
1
14.39
14.17
13.96
13.78
13.77
14.2500
1
13.60
13.36
13.15
13.16
13.00
14.5000
1
12.75
12.55
12.50
12.38
12.19
14.7500
11.95
11.80
11.81
11.65
11.42
15.0000
1
11.24
11.17
11.17
11.04
10.88
15.2500
1
10.77
10.76
10.72
10.57
10.40
15.5000
1
10.32
10.38
10.26
10.09
9.90
15.7500
1
9.99
9.92
9.71
9.54
9.58
16.0000
1
9.45
9.25
9.12
9.23
9.11
16.2500
1
8.92
8.88
8.92
6.78
8.56
16.5000
1
8.55
8.55
8.37
8.20
8.18
16.7500
1
8.17
8.00
7.81
7.76
7.77
17.0000
1
7.62
7.45
7.30
7.34
7.25
17.2500
1
7.06
6.90
6.76
6.78
6.64
17.5000
1
6.45
6.29
6.15
6.07
6.06
17.7500
1
5.92
5.76
5.62
5.52
5.38
18.0000
1
5.33
5.30
5.19
5.07
4.98
16.2500
1
4.90
4.81
4.74
4.70
4.66
18.5000
1
4.57
4.50
4.43
4.36
4.28
18.7500
1
4.21
4.16
4.10
4.04
4.01
SIN: c8c5bl88-7f12-4c33-a88a-da23b48716f8\= Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:48 AM 8/5/2010

Type.... Hydrograph Page 8.18
Name.... FOREBAY OUT Tag: 100 Event: 100 yr
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 100
HYDROGRAPH ORDINATES
(cfs)
Time I
Output Time
increment
= .0500
hrs
--------
hrs I
Time
on
left represents
time
for
first value
in
each
row.
19.0000
I -----------------------------------
1
4.01
3.96
3.90
3.85
--------
3.80
19.2500
3.75
3.71
3.66
3.62
3.58
19.5000
3.54
3.49
3.46
3.42
3.38
19.7500
3.35
3.31
3.31
3.33
3.31
20.0000
3.29
3.26
3.24
3.22
3.20
20.2500
3.19
3.17
3.15
3.13
3.11
20.5000
1
3.09
3.08
3.06
3.04
3.02
20.7500
1
3.00
2.99
2.98
2.95
2.94
21.0000
1
2.93
2.92
2.90
2.88
2.89
21.2500
2.88
2.86
2.84
2.83
2.81
21.5000
1
2.78
2.77
2.76
2.74
2.72
21.7500
1
2.71
2.69
2.67
2.66
2.64
22.0000
I
2.62
2.61
2.60
2.58
2.56
22.2500
2.54
2.53
2.51
2.50
2.49
22.5000
2.47
2.45
2.44
2.43
2.41
22.7500
2.39
2.38
2.37
2.35
2.34
23.0000
2.34
2.33
2.32
2.29
2.29
23.2500
2.28
2.26
2.24
2.24
2.22
23.5000
1
2.21
2.19
2.17
2.16
2.15
23.7500
1
2.13
2.12
2.11
2.09
2.08
24.0000
2.07
SIN: c8c5b188-7f12-4c33-a88a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:48 AM 8/5/2010

Type.... Hydrograph
Name.... MAIN POND OUT Tag: 10
File.... L:\POndPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 10
ICPM HYDROGRAPH...
HYG file =
HYG ID = MAIN POND OUT
HYG Tag = 10
-----------------------------------
Peak Discharge = 15.53 cfs
Time to Peak = 12.6500 hrs
HYG Volume = 6.691 ac-ft
-----------------------------------
HYDROGRAPH ORDINATES (cfs)
Page 8.31
Event: 10 yr
Time I
Output Time
increment
= .0500 hrs
---------I------------------------------------------------
hrs
Time on
left represents
time for
first value in each
row.
.0000 1
.00
.00
.00
.00
.00
.2500
.00
.00
.00
.00
.00
.5000 1
.00
.00
.00
.00
.00
.7500
.00
.00
.00
.00
.00
1.0000
.00
.00
.00
.00
.00
1.2500
1
.00
.00
.00
.00
.00
1.5000
.00
.00
.00
.00
.00
1.7500
.00
.00
.00
.00
.00
2.0000
.00
.00
.00
.00
.00
2.2500
.00
.00
.00
.00
.00
2.5000
.00
.00
.00
.00
.00
2.7500
.00
.00
.00
.00
.00
3.0000
.00
.00
.00
.00
.00
3.2500
1
.00
.00
.00
.00
.00
3.5000
1
.00
.00
.00
.00
.00
3.7500
.00
.00
.00
.00
.00
4.0000
.00
.00
.00
.00
.00
4.2500
.00
.00
.00
.00
.00
4.5000
.00
.00
.00
.00
.00
4.7500
.00
.00
.00
.00
.00
5.0000
.00
.00
.00
.00
.00
5.2500
1
.00
.00
.00
.00
.00
5.5000
.00
.00
.00
.00
.00
5.7500
I
.00
.00
.00
.00
.00
6.0000
.00
.00
.00
.00
.00
6.2500
.00
.00
.00
.00
.00
6.5000
I
- .00
.00
.00
.00
.00
6.7500
I
.00
.00
.00
.00
.00
7.0000
.01
.01
.01
.01
.01
7.2500
.01
.01
.01
.01
.01
7.5000
.01
.01
.01
.01
.01
SIN: c8c5bl88-7fl2-4c33-a88a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) . 11:49 AM 8/5/2010

Type.... Hydrograph
Name.... MAIN POND OUT Tag: 10
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 10
Page 8.32
Event: 10 yr
HYDROGRAPH
ORDINATES
(cfs)
Time I
Output Time
increment
= .0500
hrs
hrs I
------------------------------------
Time
on
left represents
time
for
first value
in each
row.
7.7500
I
.01
.01
.01
---------
.02
.02
8.0000
1
.02
.02
.02
.02
.02
8.2500
1
.02
.03
.03
.03
.03
8.5000
.04
.04
.04
.04
.05
6.7500
.05
.05
.06
.06
.06
9.0000
.07
.07
.08
.09
.09
9.2500
.10
.10
.11
.12
.12
9.5000
.13
.14
.14
.15
.15
9.7500
.16
.17
.17
.18
.18
10.0000
.19
.19
.20
.20
.21
10.2500
1
.22
.22
.23
.23
.24
10.5000
1
-
.24
.25
.25
.26
.26
10.7500
1
.27
.27
.28
.29
.29
11.0000
1
.30
.30
.31
.32
.32
11.2500
1
.33
.34
.35
.35
.36
11.5000
1
.37
.38
.39
.40
.42
11.7500
1
.43
.46
.48
.50
1.71
12.0000
1
3.38
6.39
10.22
12.75
14.08
12.2500
1
14.69
14.95
15.13
15.28
15.39
12.5000
1
15.47
15.51
15.53
15.53
15.53
12.7500
1
15.52
15.51
15.50
15.48
15.46
13.0000
1
15.44
15.41
15.38
15.35
15.32
13.2500
1
15.28
15.25
15.21
15.18
15.14
13.5000
1
15.11
15.07
15.03
14.99
14.94
13.7500
1
14.90
14.85
14.61
14.74
14.68
14.0000
1
14.61
14.54
14.46
14.35
14.23
14.2500
1
14.13
14.02
13.89
13.75
13.62
14.5000
1
13.50
13.37
13.23
13.09
12.95
14.7500
1
12.82
12.68
12.53
12.38
12.23
15.0000
1
12.08
11.93
11.76
11.59
11.42
15.2500
I
11.26
11.10
10.90
10.68
10.46
15.5000
1
10.26
10.06
9.85
9.66
9.46
15.7500
1
9.27
9.09
8.91
8.73
8.55
16.0000
1
8.38
6.20
8.03
7.87
7.72
16.2500
1
7.57
7.41
7.27
7.13
6.98
16.5000
1
6.83
6.69
6.55
6.42
6.28
16.7500
1
6.16
6.03
5.91
5.79
5.68
17.0000
1
5.56
5.45
5.34
5.24
5.14
17.2500
1
5.05
4.95
4.86
4.77
4.68
17.5000
1
4.59
4.51
4.43
4.34
4.27
17.7500
1
4.19
4.14
4.10
4:07
4.04
18.0000
1
4.01
3.96
3.94
3.91
3.88
18.2500
1
3.85
3.82
3.79
3.76
3.73
18.5000
1
3.70
3.67
3.64
3.61
3.58
18.7500
1
3.55
3.52
3.49
3.46
3.43
SIN: c6c5b188-7fl2-4c33-a88a-da23b46716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:49 AM 8/5/2010

Type.... Hydrograph
Name.... MAIN POND OUT Tag: 10
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 10
Page 8.33
Event: 10 yr
HYDROGRAPH
ORDINATES
(cfs)
Time I
Output
Time
increment
= .0500
hrs
--------
hrs I
Time
on
left represents
time for
first value
in
each
row.
19.0000
I ----------------------
1
3.40
3.37
------------------------------
3.34
3.31.
3.28
19.2500
1
3.25
3.22
3.20
3.17
3.14
19.5000
1
3.11
3.09
3.06
3.04
3.01
19.7500
1
2.98
2.96
2.93
2.91
2.89
20.0000
1
2.86
2.84
2.81
2.79
2.77
20.2500
1
2.75
2.73
2.70
2.68
2.66
20.5000
1
2.64
2.62
2.60
2.58
2.56
20.7500
1
2.55
2.53
2.51
2.49
2.47
21.0000
1
2.45
2.44
2.42
2.40
2.38
21.2500
1
2.37
2.35
2.33
2.32
2.30
21.5000
1
2.28
2.27
2.25
2.24
2.22
21.7500
1
2.21
2.19
2.18
2.16
2.15
22.0000
1
2.13
2.12
2.10
2.09
2.08
22.2500
1
2.06
2.05
2.03
2.02
2.01
22.5000
1
2.00
1.98
1.97
1.96
1.95
22.7500
1
1.93
1.92
1.91
1.90
1.88
23.0000
1
1.87
1.86
1.85
1.84
1.83
23.2500
1
1.81
1.80
1.79
1.78
1.77
23.5000
1
1.77
1.76
1.76
1.75
1.75
23.7500
1.75
1.75
1.74
1.74
1.74
24.0000
1
1.74
SIN: c8c5bl88-7fl2-4c33-a88a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:49 AM 8/5/2010

Type.... Hydrograph Page 8.34
Name.... MAIN POND OUT Tag: 100 Event: 100 yr
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 100
ICPM HYDROGRAPH...
HYG file =
HYG ID = MAIN POND
OUT
HYG Tag = 100
-----------------------------------
Peak Discharge =
45.22 cfs
Time to Peak =
12.4500 hrs
HYG Volume =
-----------------------------------
11.716 ac-ft
HYDROGRAPH ORDINATES (cfs)
Time I
Output Time
increment
= .0500 hrs
---------
hrs I-
I ---------------`-----------
Time on
left represents
time for
first value in each
row.
.0000 1
.00
.00
---
.00
---------------
.00
.00
.2500 1
.00
.00
.00
.00
.00
.5000
.00
.00
.00
.00
.00
.7500
.00
.00
.00
.00
.00
1.0000
.00
.00
.00
.00
.00
1.2500
.00
.00
.00
.00
.00
1.5000
.00
.00
.00
.00
.00
1.7500
.00
.00
.00
.00
.00
2.0000
.00
.00
.00
.00
.00
2.2500
.00
.00
.00
.00
.00
2.5000
1
.00
.00
.00
.00
.00
2.7500
1
.00
.00
.00
.00
.00
3.0000
1
.00
.00
.00
.00
.00
3.2500
I
- .00
.00
.00
.00
.00
3.5000
.00
.00
.00
.00
.00
3.7500
.00
.00
.00
.00
.00
4.0000
1
.00
.00
.00
.00
.00
4.2500
1
.00
.00
.00
.00
.00
4.5000
1
.00
.00
.00
.00
.00
4.750Q
1
.00
.00
.00
.00
.00
5.0000
1
.00
.00
.00
.00
.00
5.2500
1
.00
.00
.00
.00
.01
5.5000
1
.01
.01
.01
.01
.01
5.7500
1
.01
.01
.01
..01
.01
6.0000
1
.01
.01
.01
.01
.01
6.2500
1
.01
.02
.02
.02
.02
6.5000
.02
.02
.02
.02
.03
6.7500
.03
.03
.03
.03
.04
7.0000
.04
.04
.04
.05
.05
7.2500
.05
.06
.06
.06
.07
7.5000
.07
.08
.08
.09
.09
SIN: c8c5b188-7fl2-4c33-a88a-da23b48716f8\= Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:49 AM 8/5/2010

Type.... Hydrograph
Name.... MAIN POND OUT Tag: 100
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 100
HYDROGRAPH ORDINATES (cfs)
Page 8.35
Event: 100 yr
Time I
Output
Time
increment
= .0500
hrs
---------
hrs I
-------------------------------------------------
Time
on
left represents
time
for
first value
in each
row.
7.7500
I
1
.10
.10
.11
.11
------
.12
8.0000
1
.12
.13
.13
.14
.15
8.2500
1
.15
.16
.16
.17
.17
6.5000
1
.18
.18
.19
.19
.20
8.7500
1
.20
.21
.21
.22
.22
9.0000
1
.23
.23
.24
.24
.25
9.2500
.25
.26
.26
.27
.27
9.5000
1
.28
.28
.29
.29
.30
9.7500
1
.30
.31
.31
.32
.33
10.0000
1
.33
.34
.34
.35
.35
10.2500
1
.36
.37
.37
.38
.38
10.5000
1
.39
.40
.40
.41
.42
10.7500
1
.42
.43
.44
.44
.45
11.0000
1
.46
.46
.47
.48
.49
11.2500
1
.49
.50
.75
1.13
1.53
11.5000
1
1.94
2.38
2.87
3.46
4.08
11.7500
1
5.69
7.58
9.56
11.53
13.13
12.0000
I
14.67
15.54
18.12
20.22
27.69
12.2500
1
34.10
38.54
41.94
44.26
45.22
12.5000
1
44.96
43.73
41.91
39.91
37.92
12.7500
1
36.07
34.47
32.94
31.48
30.14
13.0000
1
28.91
27.73
26.61
25.60
24.75
13.2500
1
23.96
23.22
22.51
21.97
21.55
13.5000
1
21.15
20.76
20.38
20.05
20.00
13.7500
1
19.94
•19.89
19.83
19.76
19.67
14.0000
1
19.59
19.50
19.38
19.20
19.02
14.2500
1
18.85
18.67
18.45
18.24
18.03
14.5000
1
17.83
17.61
17.40
17.20
17.00
14.7500
1
16.80
16.63
16.45
16.29
16.12
15.0000
1
15.98
15.87
15.77
15.73
15.68
15.2500
1
15.63
15.58
15.53
15.49
15.44
15.5000
1
15.39
15.34
15.29
15.24
15.18
15.7500
1
15.13
15.08
15.03
14.97
14.91
16.0000
1
14.85
14.79
14.70
14.62
14.54
16.2500
1
14.43
14.29
14.16
14.03
13.88
16.5000
1
13.72
13.57
13.42
13.26
13.10
16.7500
1
12.94
12.79
12.62
12.45
12.28
17.0000
1
12.11
11.94
11.74
11.55
11.37
17.2500
1
11.19
10.99
10.74
10.50
10.28
17.5000
1
10.05
9.83
9.61
9.40
9.20
17.7500
1
9.00
8.81
8.62
8.43
8.25
18.0000
1
6.07
7.90
7.73
7.57
7.41
18.2500
1
7.26
7.11
6.96
6.80
6.66
18.5000
1
6.51
6.38
6.25
6.12
5.99
18.7500
I
5.87
5.76
5.65
5.53
5.43
SIN: c6c5b188-7f12-4c33-a86a-da23b48716£6\. Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:49 AM 8/5/2010

Type.... Hydrograph
Name.... MAIN POND OUT Tag: 100
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10).ppw
Storm... TypeIII 24hr Tag: 100
Page 8.36
Event: 100 yr
HYDROGRAPH ORDINATES
(cfs)
Time
Output
Time
increment
= .0500
hrs
---------
hrs
Time
on
left represents
time for
first value
in
each
row.
19.0000
I -----------------------------
1
5.32
5.23
5.14
-------------------------
5.05
4.96
19.2500
1
4.87
4.79
4.71
4.64
4.56
19.5000
4.49
4.42
4.35
4.29
4.22
19.7500
4.16
4.13
4.11
4.08
4.06
20.0000
4.03
4.01
3.98
3.96
3.94
20.2500
1
3.91
3.89
3.87
3.84
3.82
20.5000
3.80
3.78
3.75
3.73
3.71
20.7500
3.69
3.67
3.64
3.62
3.60
21.0000
3.58
3.56
3.54
3.51
3.49
21.2500
1
3.47
3.44
3.42
3.40
3.38
21.5000
3.35
3.33
3.31
3.29
3.27
21.7500
3.25
3.22
3.20
3.18
3.16
22.0000
3.14
3.12
3.10
3.08
3.06
22.2500
3.04
3.02
3.01
2.99
2.97
22.5000
1
2.95
2.93
2.91
2.89
2.87
22.7500
1
2.86
2.84
2.82
2.80
2.79
23.0000
2.77
2.75
2.73
2.72
2.70
23.2500
2.68
2.67
2.65
2.64
2.62
23.5000
2.60
2.59
2.57
2.56
2.54
23.7500
2.52
2.51
2.49
2.48
2.46
24.0000
1
2.45
SIN: c8c5b188-7fl2-4c33-a86a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 11:49 AM 8/5/2010

Type.... Master Network Summary Page 2.01
Name.... Watershed
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10)-structure-blocked.ppw
MASTER DESIGN STORM SUMMARY
Network Storm Collection: BRUNSWICK COUNTY
Total
Depth Rainfall
Return Event in Type
------------ ------ ----------------
100 10.0000 Synthetic Curve
---------------------------
ICPM CALCULATION TOLERANCES
Target Convergence=
.000
cfs +/-
Max. Iterations =
35
loops
ICPM Time Step =
.0500
hrs
Output Time Step =
.0500
hrs
ICPM Ending Time =
-------------------------------
24.0000
hrs
RNF ID
----------------
TypeIII 24hr
MASTER NETWORK SUMMARY
SCS Unit Hydrograph Method
(*Node=Outfall; +Node=Diversion;)
(Trun= HYG Truncation: Blank=None; L=Left; R=Rt; LR=LeftSRt)
Max
Return
HYG
Vol
Qpeak
Qpeak
Max WSEL
Pond Storage
Node ID
-----------------
Type
Event
ac-ft
Trun
hrs
cfs
ft
ac-ft
FOREBAY
----
POND
------
100
----------
14.025
--
R
---------
12.1000
--------
164.93
-------
------------
FOREBAY
OUT POND
100
11.651
R
12.1000
99.27
96.88
3.700
MAIN POND
POND
100
11.651
R
12.1000
99.27
MAIN POND
OUT POND
100
8.082
R
12.4500
47.50
96.86
7.221
*OUT 1
T-E
100
8.082
R
12.4500
47.50
91.50
SUBAREA lA
AREA
100
14.035
12.1000
164.93
S/N: c8c5b168-7fl2-4c33-aBBa-da23b46716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 12:15 PM 8/5/2010

Type.... Hydrograph Page 9.10
Name.... MAIN POND OUT Tag: 100 Event: 100 yr
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10)-structure-blocked.ppw
Storm... TypeIII 24hr Tag: 100
ICPM HYDROGRAPH...
HYG file =
HYG ID = MAIN POND OUT
HYG Tag = 100
--------------------------------
Peak Discharge = 47.50 cfs
Time to Peak = 12.4500 hrs
HYG Volume = 8.082 ac-ft
-----------------------------------
HYDROGRAPH ORDINATES (cfs)
Time I
Output Time
increment
= .0500 hrs
---------
hrs I
I-------------------------------------
Time on
left represents
time for
first value
in each row.
.0000 1
.00
.00
.00
__---__-__-___-__
.00
.00
.2500 1
.00
.00
.00
.00
.00
.5000
.00
.00
.00
.00
.00
.7500
.00
.00
.00
.00
.00
1.0000
.00
.00
.00
.00
.00
1.2500
.00
.00
.00
.00
.00
1.5000
.00
.00
.00
.00
.00
1.7500
.00
.00
.00
.00
.00
2.0000
.00
.00
.00
.00
.00
2.2500
.00
.00
.00
.00
.00
2.5000
.00
.00
.00
.00
.00
2.7500
.00
.00
.00
.00
.00
3.0000
1
.00
.00
.00
.00
.00
3.2500
.00
.00
.00
.00
.00
3.5000
.00
.00
.00
.00
.00
3.7500
.00
.00
.00
.00
.00
4.0000
.00
.00
.00
.00
.00
4.2500
.00
.00
.00
.00
.00
4.5000
.00
.00
.00
.00
.00
4.7500
.00
.00
.00
.00
.00
5.0000
.00
.00
.00
.00
.00
5.2500
.00
.00
.00
.00
.00
5.5000
1
.00
.00
.00
.00
.00
5.7500
I
.00
.00
.00
.00
.00
6.0000
.00
.00
.00
.00
.00
6.2500
1
.00
.00
.00
.00
.00
6.5000
1
.00
- .00
.00
.00
.00
6.7500
.00
.00
.00
.00
.00
7.0000
.00
.00
.00
.00
.00
7.2500
1
.00
.00
.00
.00
.00
7.5000
1
.00
.00
.00
.00
.00
SIN: c8c5b188-7fl2-4c33-a88a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 12:15 PM 8/5/2010

Type.... Hydrograph Page 9.11
Name.... MAIN POND OUT Tag: 100 Event: 100 yr
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10)-structure-blocked.ppw
Storm... TypeIII 24hr Tag: 100
HYDROGRAPH
ORDINATES
(cfs)
Time I
Output
Time
increment
= .0500
hrs
---------I----------------------------------------------------
hrs
Time
on
left represents
time
for
first value
in
each
row.
7.7500
.00
.00
.00
.00
.00
8.0000
.00
.00
.00
.00
.00
8.2500
1
.00
.00
.00
.00
.00
8.5000
.00
.00
.00
.00
.00
8.7500
.00
.00
.00
.00
.00
9.0000
.00
.00
.00
.00
.00
9.2500
.00
.00
.00
.00
.00
9.5000
.00
.00
.00
.00
.00
9.7500
.00
.00
.00
.00
.00
10.0000
.00
.00
.00
.00
.00
10.2500
.00
.00
.00
.00
.00
10.5000
1
.00
.00
.00
.00
.00
10.7500
.00
.00
.00
.00
.00
11.0000
.00
.00
.00
.00
.00
11.2500
.00
.00
.00
.00
.00
11.5000
I
.00
.00
.00
.00
.00
11.7500
.00
.00
.00
.00
.00
12.0000
1
.00
.00
1.17
13.91
26.50
12.2500
1
35.04
40.63
44.43
46.73
47.50
12.5000
46.88
45.23
42.94
40.48
38.08
12.7500
35.89
33.93
32.14
30.46
26.89
13.0000
27.41
26.05
24.79
23.63
22.55
13.2500
21.57
20.70
19.94
19.24
18.60
13.5000
18.00
17.43
16.90
16.40
15.92
13.7500
15.48
15.05
14.68
14.33
13.99
14.0000
13.66
13.34
13.04
12.74
12.46
14.2500
12.20
11.95
11.71
11.49
11.28
14.5000
11.07
10.87
10.68
10.50
10.33
14.7500
10.16
9.99
9.83
9.70
9.56
15.0000
9.43
9.31
9.18
9.05
8.92
15.2500
8.80
8.67
8.55
8.43
8.30
15.5000
8.18
8.05
7.93
7.81
7.68
15.7500
7.56
7.44
7.32
7.20
7.07
16.0000
6.95
6.83
6.71
6.60
6.49
16.2500
6.38
6.28
6.18
6.09
6.00
16.5000
5.91
5.83
5.75
5.67
5.59
16.7500
5.52
5.45
5.38
5.32
5.26
17.0000
5.21
5.15
5.10
5.05
4.99
17.2500
4.94
4.89
4.84
4.78
4.73
17.5000
1
4.68
4.63
4.58
4.52
4.47
17.7500
1
4.42
4.37
4.31
4.26
4.21
18.0000
1
4.16
4.10
4.05
4.00
3.95
18.2500
1
3.91
3.86
3.82
3.78
3.74
18.5000
1
3.71
3.67
3.64
3.61
3.57
18.7500
1
3.54
3.51
3.49
3.46
3.43
S/N: c8c5b188-7fl2-4c33-a88a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 12:15 PM 8/5/2010

Type.... Hydrograph Page 9.12
Name.... MAIN POND OUT Tag: 100 Event: 100 yr
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10)-structure-blocked:ppw
Storm... TypeIII 24hr Tag: 100
HYDROGRAPH
ORDINATES
(cfs)
Time
Output Time
increment
= .0500
hrs
---------
hrs
Time
on
left represents
time
for
first value
in
each
row.
19.0000
I--------------------------------------------------------------
3.41
3.38
3.36
3.33
3.31
19.2500
I
3.29
3.27
3.24
3.22
3.20
19.5000
I
3.18
3.16
3.14
3.12
3.10
19.7500
1
3.08
3.07
3.05
3.03
3.01
20.0000
2.99
2.97
2.96
2.94
2.92
20.2500
2.91
2.89
2.88
2.86
2.85
20.5000
2.83
2.82
2.80
2.79
2.77
20.7500
2.76
2.74
2.73
2.72
2.70
21.0000
2.69
2.68
2.67
2.65
2.64
21.2500
I
2.63
2.61
2.60
2.59
2.58
21.5000
I
2.56
2.55
2.54
2.52
2.51
21.7500
2.50
2.49
2.48
2.47
2.45
22.0000
2.44
2.43
2.42
2.41
2.39
22.2500
2.38
2.37
2.36
2.34
2.33
22.5000
2.32
2.31
2.30
2.29
2.27
22.7500
2.26
2.25
2.24
2.23
2.21
23.0000
2.20
2.19
2.18
2.17
2.15
23.2500
2.14
2.13
2.12
2.11
2.10
23.5000
2.08
2.07
2.06
2.05
2.04
23.7500
2.03
2.01
2.00
1.99
1.98
24.0000
1
1.96
S/N: c8c5bl88-7f12-4c33-a88a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 12:15 PM 8/5/2010

Type.... Time-Elev Page 10.04
Name.... MAIN POND Tag: 100 Event: 100 yr
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-16-10)-structure-blocked.ppw
Storm... TypeIII 24hr Tag: 100
TIME vs. ELEVATION (ft)
Time I
Output Time
increment
= .0500
hrs
--------
hrs I
I --------------------------------------------------------------
Time
on left
represents
time
for
first value
in
each
row.
.0000
91.50
91.50
91.50
91.50
91.50
.2500
91.50
91.50
91.50
91.50
91.50
.5000
91.50
91.50
91.50
91.50
91.50
.7500 1
91.50
.91.50
91.50
91.50
91.50
1.0000
1
91.50
91.50
91.50
91.50
91.50
1.2500
1
91.50
91.50
91.50
91.50
91.50
1.5000
91.50
91.50
91.50
91.50
91.50
1.7500
91.50
91.50
91.50
91.50
91.50
2.0000
1
91.50
91.50
91.50
91.50
91.50
2.2500
91.50
91.50
91.50
91.50
91.50
2.5000
91.50
91.50
91.50
91.50
91.50
2.7500
91.50
91.50
91.50
91.50
91.50
3.0000
91.50
91.50
91.50
91.50
91.50
3.2500
91.50
91.50
91.50
91.50
91.50
3.5000
1
91.50
91.50
91.50
91.50
91.50
3.7500
1
91.50
91.50
91.50
91.50
91.50
4.0000
1
91.50
91.50
91.50
91.50
91.50
4.2500
91.50
91.50
91.50
91.50
91.50
4.5000
91.50
91.50
91.50
91.50
91.50
4.7500
1
91.51
91.51
91.51
91.51
91.51
5.0000
91.51
91.51
91.51
91.52
91.52
5.2500
91.52
91.52
91.52
91.53
91.53
5.5000
1
91.53
91.53
91.53
91.53
91.54
5.7500
1
91.54
91.54
91.54
91.55
91.55
6.0000
91.55
91.55
91.56
91.57
91.57
6.2500
91.58
91.58
91.58
- 91.59
91.59
6.5000
1
91.60
91.60
91.60
91.61
91.61
6.7500
1
91.62
91.62
91.63
91.64
91.64
7.0000
91.65
91.65
91.66
91.67
91.67
7.2500
91.68
91.69
91.69
91.70
91.71
7.5000
1
91.71
91.72
91.73
91.74
91.75
7.7500
1
91.76
91.77
91.77
91.78
91.79
9.0000
91.80
91.81
91.82
91.83
91.84
8.2500
91.85
91.87
91.68
91.89
92.90
8.5000
1
91.91
91.93
91.94
91.96
91.97
8.7500
1
91.99
92.00
92.02
92.03
92.05
9.0000
1
92.06
92.08
92.09
92.11
92.13
9.2500
92.14
92.16
92.18
92.20
92.22
9.5000
92.24
92.26
92.28
92.30
92.32
9.7500
92.34
92.36
92.39
92.41
92.43
10.0000
92.46
92.48
92.51
92.53
92.56
10.2500
92.59
92.62
92.64
92.6E
92.71
10.5000
92.74
92.77
92.80
92.84
92.87
SIN: c8c5b188-7f12-4c33-a88a-da23b48716f8\= Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 12:15 PM 8/5/2010

Type.... Time-Elev Page 10.05
Name.... MAIN POND Tag: 100 Event: 100 yr
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10)-structure-blocked.ppw
Storm... TypeIII 24hr Tag: 100
TIME vs. ELEVATION (ft)
Time I
Output Time
increment
= .0500
hrs
---------I------------------------------------------
hrs
Time on
left represents
time
for
first value
in
each
row.
10.7500
92.91
92.95
92.99
93.02
-----------
93.06
11.0000
93.10
93.14
93.17
93.22
93.26
11.2500
93.31
93.36
93.41
93.46
93.52
11.5000
1
93.58
93.65
93.73
93.82
93.94
11.7500
94.08
94.23
94.41
94.
62
94.88
12.0000
95.21
95.62
96.06
96.38
96.58
12.2500
1
96.70
96.77
96.82
96.85
96.86
12.5000
96.85
96.83
96.80
96.77
96.74
12.7500
96.71
96.69
96.66
96.64
96.62
13.0000
96.60
96.57
96.56
96.54
96.52
13.2500
96.51
96.49
96.48
96.47
96.46
13.5000
1
96.45.
96.44
96.43
96.42
96.41
13.7500
96.41
96.40
96.39
96.39
96.38
14.0000
96.37
96.37
96.36
96.36
96.35
14.2500
1
96.34
96.34
96.34
96.33
96.33
14.5000
1
96.32
96.32
96.32
96.31
96.31
14.7500
96.31
96.30
96.30
96.30
96.29
15.0000
96.29
96.29
96.29
96.28
96.28
15.2500
1
96.28
96.27
96.27
96.27
96.27
15.5000
96.26
96.26
96.26
96.25
96.25
15.7500
96.25
96.25
96.24
96.24
96.24
16.0000
1
96.24
96.23
96.23
96.23
96.23
16.2500
1
96.22
96.22
96.22
96.22
96.21
16.5000
1
96.21
96.21
96.21
96.21
96.21
16.7500
1
96.20
96.20
96.20
96.20
96.20
17.0000
I
96.20
96.19
96.19
96.19
96.19
17.2500
96.19
96.19
96.19
96.18
96.18
17.5000
96.18
96.18
96.18
96.18
96.17
17.7500
96.17
96.17
96.17
96.17
96.17
18.0000
96.17
96.16
96.16
96.16
96.16
18.2500
1
96.16
96.16
96.16
96.15
96.15
18.5000
1
96.15
96.15
96.15
96.15
96.15
18.7500
1
96.15
96.15
96.15
96.15
96.14
19.0000
1
96.
14
96.
14
96.14
96.14
96.14
19.2500
1
96.14
96.14
96.14
96.14
96.14
19.5000
96.14
96.14
96.14
96.14
96.13
19.7500
96.13
96.13
96.13
96.13
96.13
20.0000
1
96.13
96.13
96.13
96.13
96.13
20.2500
96.13
96.13
96.13
96.13
96.13
20.5000
96.13
96.13
96.13
96.13
96.13
20.1500
1
96.12
96.12
96.12
96.12
96.12
21.0000
1
96.12
96.12
96.12
96.12
96.12
21.2500
1
96.12
96.12
96.12
96.12
96.12
21.5000
1
96.12
96.12
96.12
96.12
96.12
SIN: c8c5b18B-7fl2-4c33-a88a-da23b48716f8\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 12:15 PM 8/5/2010

Type.... Time-Elev Page 10.06
Name.... MAIN POND Tag: 100 Event: 100 yr
File.... L:\PondPack\WINDERMERE ESTATES\pond(5-18-10)-structure-blocked.ppw
Storm... TypeIII 24hr Tag: 100
TIME vs. ELEVATION (ft)
Time I
Output
Time
increment
= .0500
hrs
---------
hrs I
I -------------------------------------------------------------
Time
on
left represents
time
for
first value in
each
row.
21.7500
I
96.12
96.12
96.12
96.12
96.12
22.0000
1
96.12
96.12
96.12
96.11
96.11
22.2500
1
96.11
96.11
96.11
96.11
96.11
22.5000
1
96.11
96.11
96.11
96.11
96.11
22.7500
1
96.11
96.11
96.11
96.11
96.11
23.0000
1
96.11
96.11
96.11
96.11
96.11
23.2500
1
96.11
96.11
96.11
96.11
96.11
23.5000
1
96.11
96.11
96.10
96.10
96.10
23.7500
1
96.10
96.10
96.10
96.10
96.10
24.0000
1
96.10
SIN: c8c5b188-7f12-4c33-a88a-da23b48716fB\: Bentley Systems, Inc.
Bentley PondPack (10.01.04.00) 12:15 PM 8/5/2010

Hydraflow Plan View
-3
1 2
Outfall
SDMH-2
3
Project file: pond-outfall-1 Oyr(8-5-1 0).stm OF file: brunswick.IDF No. Line . 3 08-05-2010

Page 1
Hydrafiow Storm Sewer Inventory Report
Line
Alignment
Flow Data
Physical Data
Line ID
No.
Dnstr
Line
Defl
Junc
Known
Drng
Runoff
Inlet
Invert
Line
Invert
Line
Line
N
J-loss
Inlet/
line
length
angle
type
Q
area
coeff
time
El Dn
slope
El Up
size
type
value
coeff
Rim El
No.
(ft)
(deg)
(cfs)
(ac)
(C)
(min)
(ft)
M
(ft)
(in)
(n)
(K)
(ft)
1
End
71.0
-31.0
MH
15.53
0.00
0.00
0.0
90.66
0.30
90.87
24
Cir
0.013
0.75
0.00
SDMH-3
2
1
144.0
53.0
MH
15.53
0.00
0.00
0.0
90.87
0.30
91.30
24
Cir
0.013
1.00
0.00
SDMH-2
3
2
67.0
90.0
MH
15.53
0.00
0.00
0.0
91.30
0.30
91.50
24
Cir
0.013
1.00
0.00
OUTLET STRUCTURE
Project File: pond-outfall-10yr(8-5-10).stm
IDF File: brunswick.IDF
Total number of lines: 3
Date: 08-05-2010

Hydraflow Summary Report
Page 1
Line
Line ID
Flow
Line
Line
Invert
Invert
Line
HGL
HGL
Minor
Dns
No.
rate
size
length
EL Dn
EL Up
slope
down
up
loss
line
(cfs)
(in)
(ft)
(ft)
(ft)
M
(ft)
(ft)
(ft)
No.
1
SDMH-3
15.53
24 c
71.0
90.66
90.87
0.296
92.66
92.99`
0.28
End
2
SDMH-2
15.53
24 c
144.0
90.87
91.30
0.299
93.28
93.96'
0.38
1
3
OUTLET STRUCT
15.53
24 c
67.0
91.30
91.50
0.299
94.34-
94.66'
0.38
2
Q} }ap
of Q;
Project File: pond-outfall-10yr(8-5-1
).stt®F File: brunswick.IDF
Total No. Lines: 3
Run Date: 08-05-2010
NOTES: c = circular; e = elliptical; b = box; Return period = 10 Yrs.; ' Indicates surcharge condition.

CB-1
D.A. = 29,320 S.F. = 0.68 AC. IMP-
CB-2
D.A. = 28,874 S.F. = 0.67 AC. IMP-
CB-4
D.A. = 31,031 S.F. = 0.72 AC. IMP-
CB-5
D.A. _
CB-6
D.A. _
42,069 S.F. = 0.97 AC. IMP-
26,501 S.F. = 0.61 AC. IMP-
CB-7
D.A. = 33,834 S.F. = 0.78 AC. IMP-
DIA
D.A. = 57.947 S.F. = 1.34 AC. IMP-
4 X 3,700 =
14,800 S.F. (LOTS)
3,805 S.F. (ROAD)
0 S.F.(SIDEWALK)
0 S.F.(OTHER)
0 S.F. (OFF -SITE)
18,605 S.F. (TOTAL)
5 X 3,700 =
18,500 S.F. (LOTS)
4,013 S.F. (ROAD)
1,379 S.F.(SIDEWALK)
0 S.F.(OTHER)
0 S.F. (OFF -SITE)
23,892 S.F. (TOTAL)
5 X 3.700 =
18,500 S.F. (LOTS)
3,475 S.F. (ROAD)
0 S.F.(SIDEWALK)
0 S.F.(OTHER)
0 S.F. (OFF -SITE)
21,975 S.F. (TOTAL)
5.5 X 3,700 =
20,350 S.F. (LOTS)
3,477 S.F. (ROAD)
1,512 S.F.(SIDEWALK)
0 S.F.(OTHER)
0 S.F. (OFF -SITE)
25,339 S.F. (TOTAL)
4.25 X 3,700 =
15,725 S.F. (LOTS)
3,504 S.F. (ROAD)
7 S.F.(SIDEWALK)
0 S.F.(OTHER)
0 S.F. (OFF -SITE)
19,236 S.F. (TOTAL)
5 X 3.700 =
18,500 S.F. (LOTS)
3,506 S.F. (ROAD)
1,558 S.F.(SIDEWALK)
1 X 2,422 =
2,422 S.F.(EXT. TWNHS)
0.5 X 2,750 =
1,375 S.F.(INT. TWNHS)
27,361 S.F. (TOTAL)
0 X 3,700 =
0 S.F. (LOTS)
0 S.F. (ROAD)
0 S.F.(SIDEWALK)
0 S.F.(OTHER)
46,303 S.F. (OFF -SITE)
46,303 S.F. (TOTAL)
C= 0.95 X 18,605 + 0.2 X ( 29,320 - 18,605 )
29,320
C= 0.68
C= 0.95 X 23,892 + 0.2 X ( 28,874 - 23,892 )
28,874
161�6II0
C= 0.95 X 21,975 + 0.2 X ( 31,031 - 21,975 )
31,031
C= 0.74
C= 0.95 X 25,339 + 0.2 X ( 42,069 - 25,339 )
42.069
C= 0.66
C= 0.95 X 19,236 + 0.2 X ( 26,501 - 19,236 )
26,501
Ul3lly 1
C= 0.95 X 27,361 + 0.2 X( 33,834 - 27,361 )
33,834
C= 0.81
C= 0.95 X 46,303 + 0.2 X ( 67,947 - 46,303 )
57,947
C= 0.8

CB-9
D.A. = 13,468 S.F. = 0.31 AC. IMP-
CB-10
D.A. = 19,045 S.F. = 0.44 AC. IMP-
CB-11
D.A. = 11,053 S.F. = 0.26 AC. IMP-
CB-13
D.A. = 27,868 S.F. = 0.64 AC. IMP-
CB-14
D.A. = 45,752 S.F. = 1.06 AC. IMP-
CB-15
D.A. = 13.263 S.F. = 0.31 AC. INIP-
CB-16
D.A. = 39,702 S.F. = 0.92 AC. IMP-
0 X 3,700 =
0 S.F. (LOTS)
3,062 S.F. (ROAD)
0 S.F.(SIDEWALK)
1 X 2,422 =
2,422 S.F.(EXT. TWNHS)
0.5 X 2,750 =
1.375 S.F.(INT. TWNHS)
6,859 S.F. (TOTAL)
0 X 3,700 =
0 S.F. (LOTS)
2,204 S.F. (ROAD)
979 S.F.(SIDEWALK)
3.5 X 2,422 =
8,477 S.F.(EXT. TWNHS)
2.65 X 2,750 =
7,288 S.F.(INT. TWNHS)
18,948 S.F. (TOTAL)
0 X 3,700 =
0 S.F. (LOTS)
1,043 S.F. (ROAD)
497 S.F.(SIDEWALK)
1.5 X 2,422 =
3,633 S.F.(EXT. TWNHS)
1.5 X 2,750 =
4,125 S.F.(INT. TWNHS)
9,298 S.F. (TOTAL)
0 X 3,700 =
0 S.F. (LOTS)
2,887 S.F. (ROAD)
0 S.F.(SIDEWALK)
2 X 2,422 =
4,844 S.F.(EXT. TWNHS)
5 X 2,750 =
13.750 S.F.(INT. TWNHS)
21,481 S.F. (TOTAL)
0 X 3,700 =
0 S.F. (LOTS)
2,998 S.F. (ROAD)
1,343 S.F.(SIDEWALK)
5 X 2,422 =
12,110 S.F.(EXT. TWNHS)
4 X 2,750 =
11,000 S.F.(INT. TWNHS)
27,451 S.F. (TOTAL)
0 X 3,700 =
0 S.F. (LOTS)
2,836 S.F. (ROAD)
0 S.F.(SIDEWALK)
0.75 X 2,422 =
1,817 S.F.(EXT. TWNHS)
1 X 2,750 =
2,750 S.F.(INT. TWNHS)
7,403 S.F. (TOTAL)
0.5 X 3.700 =
1,850 S.F. (LOTS)
2,978 S.F. (ROAD)
1,344 S.F.(SIDEWALK)
4 X 2,422 =
9,688 S.F.(EXT. TWNHS)
4 X 2,750 =
11,000 S.F.(INT. TWNHS)
26,860 S.F. (TOTAL)
C= 0.95 X 6,859 + 0.2 X ( 13,468 - 6,859 )
13,468
C= 0.59
C= 0.95 X 18,948 + 0.2 X ( 19,045 - 18,948 )
19,045
C= 0.95
C= 0.95 X 9,298 + 0.2 X ( 11,053 - 9,298 )
11,053
C= 0.84
C= 0.95 X 21,481 + 0.2 X ( 27,868 - 21,481 )
27,868
C= 0.78
C= 0.95 X 27,451 + 0.2 X ( 45,752 - 27,451 )
45,752
C= 0.65
C= 0.95 X 7,403 + 0.2 X( 13,263 - 7,403 i
13,263
C= 0.62
C= 0.95 X 26,860 + 0.2 X ( 39,702 - 26,860 )
39,702
C= 0.71

CB-18
D.A. = 23,635 S.F. = 0.55 AC.
CB-19
D.A. = 40,398 S.F. = 0.93 AC.
CB-20
D.A. = 28,615 S.F. = 0.66 AC.
CB-21
D.A. = 34,245 S.F. = 0.79 AC.
CB-22
D.A. = 10,797 S.F. = 0.25 AC.
CB-23
D.A. = 21,912 S.F. = 0.51 AC.
CB-24
D.A. = 22,712 S.F. = 0.53 AC.
IMF- 4 X 3,700 =
14,800 S.F. (LOTS)
3,224 S.F. (ROAD)
7 S.F.(SIDEWALK)
0 S.F.(OTHER)
0 S.F. (OFF -SITE)
18,031 S.F. (TOTAL)
IMF- 5 X 3,700 =
18,500 S.F. (LOTS)
3.226 S.F. (ROAD)
1,436 S.F.(SIDEWALK)
0 S.F.(OTHER)
0 S.F. (OFF -SITE)
23,162 S.F. (TOTAL)
IMF- 4.5 X 3,700 =
16,650 S.F. (LOTS)
3,049 S.F. (ROAD)
0 S.F.(SIDEWALK)
0 S.F.(OTHER)
0 S.F. (OFF -SITE)
19,699 S.F. (TOTAL)
IMF- 5 X 3,700 =
18,500 S.F. (LOTS)
3,114 S.F. (ROAD)
1,377 S.F.(SIDEWALK)
0 S.F.(OTHER)
0 S.F. (OFF -SITE)
22,991 S.F. (TOTAL)
IMF- 1 X 3,700 =
3,700 S.F. (LOTS)
3,347 S.F. (ROAD)
0 S.F.(SIDEWALK)
0 S.F.(OTHER)
0 S.F. (OFF -SITE)
7,047 S.F. (TOTAL)
IMF- 3 X 3,700 =
11,100 S.F. (LOTS)
3,471 S.F. (ROAD)
1,478 S.F.(SIDEWALK)
0 S.F.(OTHER)
0 S.F. (OFF -SITE)
16,049 S.F. (TOTAL)
IMF- 3 X 3,700 =
11,100 S.F. (LOTS)
2,748 S.F. (ROAD)
1,114 S.F.(SIDEWALK)
0 S.F.(OTHER)
0 S.F. (OFF -SITE)
14,962 S.F. (TOTAL)
C= 0.95 X 18.031 + 0.2 X ( 23,635 - 18,031 )
23,635
C= 0.78
C= 0.95 X 23.162 + 0.2 X ( 40,398 - 23,162 )
40,398
C= 0.64
C= 0.95 X 19,699 + 0.2 X ( 28,615 - 19,699 )
28,615
C= 0.72
C= 0.95 X 22,991 + 0.2 X ( 34,245 - 22,991 )
34,245
C= 0.71
C= 0.95 X 7,047 + 0.2 X ( 10,797 - 7,047 )
10,797
C= 0.69
C= 0.95 X 16.049 + 0.2 X ( 21,912 - 16,049 )
21,912
C= 0.75
C= 0.95 X 14,962 + 0.2 X ( 22,712 - 14,962 )
22,712
C= 0.7

CB-25
D.A. _
CB-26
D.A. _
25,183 S.F. = 0.58 AC. IMP-
11,436 S.F. = 0.27 AC. IMP-
CB-27
D.A. = 7,417 S.F. = 0.18 AC. IMP-
DI-2
D.A. = 180,946 S.F. = 4.16 AC. -IMP-
0 X 3,700 =
0 S.F. (LOTS)
2.767 S.F. (ROAD)
2,600 S.F.(OTHER)
2.75 X 2,422 =
6,661 S.F.(EXT. TWNHS)
2 X 2,750 =
5,500 S.F.(INT. TWNHS)
17,528 S.F. (TOTAL)
2 X 3,700 =
7,400 S.F. (LOTS)
1,557 S.F. (ROAD)
603 S.F.(SIDEWALK)
0 S.F.(OTHER)
0 S.F. (OFF -SITE)
9,560 S.F. (TOTAL)
0 X 3,700 =
0 S.F. (LOTS)
1,557 S.F. (ROAD)
0 S.F.(OTHER)
0.7 X 2,422 =
1,695 S.F.(EXT, TWNHS)
1.5 X 2,750 =
4,125 S.F.(INT. TWNHS)
7,377 S.F. (TOTAL)
0 X 3,700 =
0 S.F. (LOTS)
0 S.F. (ROAD)
i X 2.422 =
2,422 S.F.(EXT. TWNHS)
1.25 X 2,750 =
3,438 S.F.(INT. TWNHS)
79,348 S.F.(OFF-SITE)
85.208 S.F. (TOTAL)
C= 0.95 X 17,528 + 0.2 X ( 25,183 - 17.528 )
25.183
C= 0.73
C= 0.95 X 9,560 + 0.2 X ( 11,436 - 9,560)
11,436
C= 0.83
C= 0.95 X 7,377 + 0.2 X( 7,417 - 7,377 )
7,417
C= 0.95
C= 0.95 X 85,208 + 0.2 X ( 180,946 - 85,208 )
180,946
C= 0.56

Hydraflow Plan View
Outfall
Project file: pipe system A-10yr(5-17-10).stm I OF file: brunswick.IDF
CB-2
No. Lines: 7
05-21-2010

Hydraflow Storm Sewer Inventory Report
Page 1
Line
Alignment
Flow Data
Physical Data
Line ID
No.
Dnstr
Line
Defl
Junc
Known
Drng
Runoff
Inlet
Invert
Line
Invert
Line
Line
N
J-loss
Inlet/
line
length
angle
type
Q
area
coeff
time
El Dn
slope
El Up
size
type
value
coeff
Rim El
No.
(ft)
(deg)
(cfs)
(ac)
(C)
(min)
(ft)
M)
(ft)
(in)
(n)
(K)
(ft)
1
End
39.0
-68.0
Comb
0.00
0.25
0.69
10.0
90.00
2.44
90.95
30
Cir
0.013
1.50
0.00
CB-22
2
1
18.0
0.0
Comb
0.00
0.51
0.75
10.0
90.95
6.94
92.20
18
Cir
0.013
1.00
0.00
CB-23
3
1
162.0
90.0
Comb
0.00
0.00
0.00
10.0
90.95
0.30
91.44
30
Cir
0.013
1.50
0.00
CB-3
4
3
143.0
-90.0
Comb
0.00
0.67
0.83
10.0
91.44
0.30
91.87
24
Cir
0.013
1.50
0.00
CB-2
5
4
18.0
-90.0
Comb
0.00
0.68
0.68
10.0
91.87
3.06
92.42
18
Cir
0.013
1.00
0.00
CB-1
6
3
123.0
90.0
Comb
0.00
0.97
0.66
10.0
91.44
0.41
91.95
24
Cir
0.013
1.50
0.00
CB-5
7
6
18.0
90.0
Comb
0.00
0.72
0.74
10.0
91.95
3.06
92.50
18
Cir
0.013
1.00
0.00
CB-4
Project File: pipe system A-10yr(5-17-10).stm
OF File: brunswick.IDF
Total number of lines: 7
Date: 05-21-2010

Hydraflow Storm Sewer Tabulation
Page 1
Station
Len
Drng Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Val
Pipe
Invert Elev
HGL Elev
Grnd I Rim Elev
Line ID
coeff
(1)
flow
full
Line
To
Incr
Total
Incr
Total
Inlet
Syst
Size
Slope
Up
Dn
Up
Dn
Up
Dn
Line
(ft)
(ac)
(ac)
(C)
(min)
(min)
(inlhr)
(cfs)
(cfs)
(ftls)
(in)
(%)
(ft)
A
A
- (ft)
(ft)
(ft)
1
End
39.0
0.25
3.80
0.69
0.17
2.75
10.0
12.5
5.4
14.78
64.01
3.01
30
2.44
90.95
90.00
95.29
95.24
0.00
0.00
CB-22
2
1
18.0
0.51
0.51
0.75
0.38
0.38
10.0
10.0
5.9
2.24
27.67
1.27
18
6.94
92.20
90.95
95.51
95.50
0.00
0.00
CB-23
3
1
162.0
0.00
3.04
0.00
0.00
2.19
10.0
11.5
5.6
12.21
22.56
2.49
30
0.30
91.44
90.95
95.65
95.50
0.00
0.00
CB-3
4
3
143.0
0.67
1.35
0.83
0.56
1.02
10.0
10.2
5.8
5.93
12.40
1.89
24
0.30
91.87
91.44
95.89
95.79
0.00
0.00
CB-2
5
4
18.0
0.68
0.68
0.68
0.46
0.46
10.0
10.0
5.9
2.71
18.36
1.53
18
3.06
92.42
91.87
95.98
95.97
0.00
0.00
CB-1
6
3
123.0
0.97
1.69
0.66
0.64
1.17
10.0
10.2
5.8
6.83
14.56
2.17
24
0.41
91.95
91.44
95.90
95.79
0.00
0.00
CB-5
7
6
18.0
0.72
0.72
0.74
0.53
0.53
10.0
10.0
5.9
3.12
18.36
1.77
18
3.06
92.50
91.95
96.03
96.01
0.00
0.00
CB-4
Project File: pipe system A-10yr(5-17-10).stm
IDF File: brunswick.IDF
Total number of lines: 7
Run Date: 05-21-2010
NOTES: Intensity = 35.36 / (Inlet time + 7.60) ^ 0.63; Return period = 10 Yrs. ; Initial tailwater elevation = 95.24 (ft)

Hydraflow Summary Report
Page 1
Line
Line ID
Flow
Line
Line
Invert
Invert
Line
HGL
HGL
Minor
Dns
No.
rate
size
length
EL Dn
EL Up
slope
down
up
loss
line
(cfs)
(in)
(ft)
(ft)
(ft)
N
(It)
(ft)
(ft)
No.
1
CB-22
14.78
30 c
39.0
90.00
90.95
2.436
95.24'
95.29'
0.21
End
2
CB-23
2.24
18 c
18.0
90.95
92.20
6.944
95.50'
95.51'
0.02
1
3
CB-3
12.21
30 c
162.0
90.95
91.44
0.302
95.50'
95.65'
0.14
1
4
CB-2
5.93
24 c
143.0
91.44
91.87
0.301
95.79'
95.89'
0.08
3
5
CB-1
2.71
18 c
18.0
91.87
92.42
3.056
95.97'
95.98'
0.04
4
6
CB-5
6.83
24 c
123.0
91.44
91.95
0.415
95.79'
95.90'
0.11
3
7
CB-4
3.12
18 c
18.0
91.95
92.50
3.056
96.01'
96.03'
0.05
6
Project File: pipe system A-10yr(5-17-10p.Hrliile:
brunsWlck.IDF
Total No. Lines: 7
Run Date: 05-21-2010
NOTES: c = circular; e = elliptical; b = box; Return period = 10 Yrs.; ' Indicates surcharge condition.

Hydraflow Plan View
CB-1 5
CB-2
CB-23
2 4
1
3
Outfall
CB-3
6
CB-4
Project file: pipe system A-100yr(5-5-10).stm OF file: brunswick.IDF No. Lines: 7 08-05-2010

Hydraflow Summary Report
Page 1
Line
Line ID
Flow
Line
Line
Invert
Invert
Line
HGL
HGL
Minor
Dns
No.
rate
size
length
EL Dn
EL Up
slope
down
up
loss
line
(cfs)
(in)
(ft)
(ft)
(ft)
M
00
(ft)
A
No.
1
CB-22
22.58
30 c
39.0
90.00
90.95
2.436
96.86'
96.98'
0.49
End
2
CB-23
3.26
18 c
18.0
90.95
92.20
6.944
97.47'
97.49'
0.05
1
3
CB-3
18.29
30 c
162.0
90.95
91.44
0.302
97.47'
97.79'
0.32
1
4
CB-2
8.66
24 c
143.0
91.44
91.87
0.301
98.12'
98.33'
0.18
3
5
CB-1
3.94
18 c
18.0
91.87
92.42
3.056
98.51'
98.53`
0.08
4
6
CB-5
9.98
24 c
123.0
91.44
91.95
0.415
98.12'
98.36'
0.24
3
7
CB-4
4.55
18 c
18.0
91.95
92.50
3.056
98.59'
98.63'
0.10
6
Project File: pipe system A-100yr(8
5-10DRrHile: brunswick.IDF
Total No. Lines: 7
Run Date: 08-05-2010
NOTES: c = circular; e = elliptical; b = box; Return period = 100 Yrs.; ' Indicates surcharge condition.

Hydraflow Plan View
�I
Project file: pipe system B-10yr(8-9-11).stm I OF file: brunswick.IDF
No. Lines: 23
08-09-2011

Hydraflow Storm Sewer Inventory Report
Page 1'
Line
Alignment
Flow Data
Physical Data
Line ID
No.
Dnstr
Line
Dell
Junc
Known
Drng
Runoff
Inlet
Invert
Line
Invert
Line
Line
N
J-loss
Inlet/
line
length
angle
type
Q
area
coeff
time
El Dn
slope
El Up
size
type
value
coeff
Rim El
No.
(ft)
(deg)
(CIS)
(ac)
(C)
(min)
(ft)
M
(ft)
(in)
(n)
(K)
(ff)
1
End
142.0
106.0
Comb
0.00
0.53
0.70
10.0
89.00
0.28
89.40
48
Cir
0.013
0.50
0.00
CB-24
2
1
18.0
1.0
Comb
0.00
0.58
0.73
10.0
89.40
0.28
89.45
48
Cir
0.013
1.50
0.00
CB-25
3
2
162.0
-90.0
Comb
0.00
0.00
0.00
10.0
89.45
0.43
90.15
48
Cir
0.013
1.50
0.00
CB-8
4
3
142.0
-90.0
Comb
0.00
0.78
0.81
10.0
90.15
1.16
91.80
30
Cir
0.013
1.50
0.00
CB-7
5
4
18.0
-90.0
Comb
0.00
0.61
0.75
10.0
91.80
6.11
92.90
18
Cir
0.013
1.00
0.00
CB-6
6
3
118.0
90.0
Comb
0.00
0.44
0.95
10.0
90.15
0.31
90.51
42
Cir
0.013
1.50
0.00
CB-10
7
6
1&0
90.0
Comb
0.00
0.31
0.69
10.0
92.75
0.33
92.81
18
Cir
0.013
1.00
0.00
CB-9
8
6
61.0
15.0
Comb
0.00
0.26
0.84
10.0
90.51
1.30
91.30
36
Cir
0.013
1.10
0.00
CB-11
9
8
89.0
40.0
Comb
0.00
0.00
0.00
10.0
91.30
1.31
92.47
24
Cir
0.013
0.70
0.00
CB-12
10
9
107.0
33.0
Comb
0.00
1.06
0.65
10.0
92.47
0.31
92.80
24
Cir
0.013
1.50
0.00
CB-14
11
10
18.0
91.0
Comb
0.00
0.64
0.78
10.0
92.80
3.06
93.35
18
Cir
0.013
1.00
0.00
CB-13
12
2
142.0
96.0
Comb
0.00
0.18
0.95
10.0
89.45
0.98
90.84
36
Cir
0.013
1.50
0.00
CB-27
13
12
18.0
92.0
Comb
0.00
0.27
0.83
10.0
92.48
0.33
92.54
18
Cir
0.013
1.00
0.00
CB-26
14
12
87.0
2.0
Comb
0.00
0.00
0.00
10.0
90.84
0.70
91.45
36
Cir
0.013
1.50
0.00
CB-17
15
14
85.0
-90.0
Comb
0.00
0.92
0.71
10.0
91.45
1.79
92.97
18
Cir
0.013
1.50
0.00
CB-16
16
15
18.0
-90.0
Comb
0.00
0.31
0.62
10.0
92.97
0.33
93.03
18
Cir
0.013
1.00
0.00
CB-15
17
14
125.0
90.0
Comb
0.00
0.93
0.64
10.0
91.45
0.30
91.83
30
Cir
0.013
1.50
0.00
CB-19
18
17
18.0
90.0
Comb
0.00
0.55
0.78
10.0
91.83
6.11
92.93
18
Cir
0.013
1.00
0.00
CB-18
19
17
283.0
0.0
Comb
0.00
0.79
0.71
10.0
91.83
0.30
92.68
24
Cir
0.013
1.50
0.00
CB-21
20
19
18.0
90.0
Comb
0.00
0.66
0.72
10.0
92.68
3.06
93.23
18
Cir
0.013
1.00
0.00
CB-20
21
8
57.0
-51.0
MH
0.00
0.00
0.00
10.0
91.30
0.32
91.48
30
Cir
0.013
0.75
0.00
SDMH-1
Project File: pipe system B-10yr(8-9-11).stm
OF File: brunswick.IDF
Total number of lines: 23
Date: 08-09-2011

Hydraflow Storm Sewer Inventory Report
Page 2
Line
Alignment
Flow Data
Physical Data
Line ID
No.
Dnstr
Line
Deg
Junc
Known
Drng
Runoff
Inlet
Invert
Line
Invert
Line
Line
N
J-loss
InIeU
line
length
angle
type
Q
area
coeff
time
El Dn
slope
El Up
size
type
value
coeff
Rim El
No.
(ff)
(deg)
(,is)
(ac)
(C)
(min)
(ft)
(°/,)
(ft)
(in)
(n)
(K)
(ft)
22
21
73.0
41.0
DrGrt
0.00
4.16
0.56
10.0
91.48
0.30
91.70
30
Cir
0.013
1.00
0.00
DI-2
23
4
102.0
90.0
DrGrt
0.00
1.34
0.80
10.0
91.80
0.44
92.25
24
Cir
0.013
1.00
0.00
DI-1
Project File: pipe system B-t0yr(8-9-11).stm
OF File: brunswick.IDF
Total number of lines: 23
Date: 08-09-2011

Hydraflow Storm Sewer Tabulation
Page 1
Station
Len
Drng Area
Rnoff
Area x C
Tc
1
Rain
Total
Cap
Vel
Pipe
Invert Elev
HGL Elev
Grnd / Rim Elev
Line ID
coeff
(1)
flow
full
LineFLIne
Incr
Total
In
Total
Inlet
Syst
Size
Slope
Up
Dn
Up
Dn
Up
Dn
(ft),
(ac)
(ac)
(C)
(min)
(min)
(in/hr)
(cfs)
(cfs)
(ft(s)
(in)
(°/)
(ft)
(ft)
(k)
(k)
(k)
(ft)
1
End
142.0
0.53
15.32
0.70
0.37
10.59
10.0
15.3
5.0
52.60
76.24
4.19
48
0.28
89.40
89.00
95.43
95.24
0.00
0.00
CB-24
2
1
18.0
0.58
14.79
0.73
0.42
10.22
10.0
15.2
5.0
50.86
75.71
4.05
48
0.28
89.45
89.40
95.59
95.57
0.00
0.00
CB-25
3
2
162.0
0.00
9.60
0.00
0.00
6.50
10.0
12.8
5.3
34.67
94.43
2.76
48
0.43
90.15
89.45
96.07
95.97
0.00
0.00
CB-8
4
3
142.0
0.78
2.73
0.81
0.63
2.16
10.0
10.9
5.7
12.29
44.21
2.50
30
1.16
91.80
90.15
96.37
96.24
0.00
0.00
CB-7
5
4
18.0
0.61
0.61
0.75
0.46
0.46
10.0
10.0
5.9
2.68
25.96
1.52
18
6.11
92.90
91.80
96.53
96.52
0.00
0.00
CB-6
6
3
118.0
0.44
6.87
0.95
0.42
4.34
10.0
12.0
5.5
23.73
55.57
2.47
42
0.31
90.51
90.15
96.31
96.24
0.00
0.00
CB-10
7
6
18.0
0.31
0.31
0.59
0.18
0.18
10.0
10.0
5.9
1.07
6.06
0.61
18
0.33
92.81
92.75
96.45
96.45
0.00
0.00
CB-9
8
6
61.0
0.26
6.12
0.84
0.22
3.74
10.0
11.7
5.5
20.67
75.90
2.92
36
1.30
91.30
90.51
96.51
96.45
0.00
0.00
CB-11
9
8
89.0
0.00
1.70
0.00
0.00
1.19
10.0
11.0
5.7
6.73
25.93
2.14
24
1.31
92.47
91.30
96.73
96.66
0.00
0.00
CB-12
10
9
107.0
1.06
1.70
0.65
0.69
1.19
10.0
10.2
5.8
6.92
12.56
2.20
24
0.31
92.80
92.47
96.88
95.78
0.00
0.00
CB-14
11
10
18.0
0.64
0.64
0.78
0.50
0.50
10.0
10.0
5.9
2.92
18.36
1.66
18
3.06
93.35
92.80
97.01
97.00
0.00
0.00
CB-13
12
2
142.0
0.18
4.61
0.95
0.17
3.30
10.0
14.2
5.1
16.89
65.99
2.39
36
0.98
90.84
89.45
96.06
95.97
0.00
0.00
CB-27
13
12
18.0
0.27
0.27
0.83
0.22
0.22
10.0
10.0
5.9
1.31
6.06
0.74
18
0.33
92.54
92.48
96.20
96.20
0.00
0.00
CB-26
14
12
87.0
0.00
4.16
0.00
0.00
2.91
10.0
13.6
5.2
15.16
55.85
2.14
36
0.70
91.45
90.84
96.24
96.20
0.00
0.00
CB-17
15
14
85.0
0.92
1.23
0.71
0.65
0.85
10.0
10.5
5.8
4.87
14.04
2.76
18
1.79
92.97
91.45
96.53
96.35
0.00
0.00
CB-16
16
15
18.0
0.31
0.31
0.62
0.19
0.19
10.0
10.0
5.9
1.13
6.06
0.64
18
0.33
93.03
92.97
96.71
96.71
0.00
0.00
CB-15
17
14
125.0
0.93
2.93
0.64
0.60
2.06
10.0
12.6
5.4
11.05
22.61
2.25
30
0.30
91.83
91.45
96.44
96.35
0.00
0.00
CB-19
18
17
18.0
0.55
0.55
0.78
0.43
0.43
10.0
10.0
5.9
2.51
25.96
1.42
18
6.11
92.93
91.83
96.57
96.56
0.00
0.00
CB-18
19
17
283.0
0.79
1.45
0.71
0.56
1.04
10.0
10.2
5.8
6.03
12.40
1.92
24
0.30
92.68
91.83
96.76
96.56
0.00
0.00
CB-21
20
19
18.0
0.66
0.66
0.72
0.48
0.48
10.0
10.0
5.9
2.78
18.36
1.58
18
3.06
93.23
92.68
96.86
96.84
0.00
0.00
CB-20
21
8
57.0
0.00
4.16
0.00
0.00
2.33
10.0
10.4
5.8
13.44
23.05
2.74
30
0.32
91.48
91.30
96.72
96.66
0.00
0.00
SDMH-1
Project File: pipe system B-10yr(8-9-11).stm
IDF File: brunswick.IDF
Total number of lines: 23 -
Run Date: 08-09-2011
NOTES: Intensity = 35.36 / (Inlet time + 7.60) A 0.63; Return period = 10 Yrs. ; Initial tailwater elevation = 95.24 (ft)

Hydraflow Storm Sewer Tabulation
Page 2
Station
Len
Drng Area
Rnoff
Area x C
Tc
Rain
Total
Cap
Vel
Pipe
Invert Elev
HGL Elev
Grnd / Rim Elev
Line ID
cos
(1)
flow
full
Line
To
Incr
Total
Incr
Total
Inlet
Syst
Size
Slope
Up
On
Up
On
Up
Dn
Line
(ff)
(ac)
(ac)
(C)
(min)
(min)
(in/hr)
(cfs)
Ids)
(ftls)
(in)
(%)
(it)
(it)
(ff)
(ff)
(ft)
(it)
22
21
73.0
4.16
4.16
0.56
2.33
2.33
10.0
10.0
5.9
13.65
22.51
2.78
30
0.30
91.70
91.48
96.89
96.80
0.00
0.00
DI-2
23
4
102.0
1.34
1.34
0.80
1.07
1.07
10.0
10.0
5.9
6.28
15.02
2.00
24
0.44
92.25
91.80
96.60
96.52
0.00
0.00
DI-1
Project File: pipe system B-10yr(8-9-11).stm
IDF File: brunswick.IDF
Total number of lines: 23
Run Date: 08-09-2011
NOTES: Intensity = 35.36 / (Inlet time + 7.60) " 0.63; Return period = 10 Yrs. ; Initial taibvater elevation = 95.24 (it)

Hydraflow Summary Report
Page 1
Line
Line ID
Flow
Line
Line
Invert
Invert
Line
HGL
HGL
Minor
One
No.
rate
size
length
EL Dn
EL Up
slope
down
up
loss
line
(cfs)
(in)
(ft)
(ft)
(ft)
N
(ft)
(ft)
(ft)
No.
1
CB-24
52.60
48 c
142.0
89.00
89.40
0.282
95.24'
95.43'
0.14
End
2
CB-25
50.86
48 c
18.0
89.40
89.45
0.278
95.57'
95.59'
0.38
1
3
CB-8
34.67
48 c
162.0
89.45
90.15
0.432
95.97'
96.07'
0.18
2
4
CB-7
12.29
30 c
142.0
90.15
91.80
1.162
96.24'
96.37'
0.15
3
5
CB-6
2.68
18 c
18.0
91.80
92.90
6.111
96.52'
96.53'
0.04
4
6
CB-10
23.73
42 c
118.0
90.15
90.51
0.305
96.24'
96.31'
0.14
3
7
CB-9
1.07
18 c
18.0
92.75
92.81
0.333
96.45'
96.45'
0.01
6
8
CB-11
20.67
36 c
61.0
90.51
91.30
1.295
96.45'
96.51•
0.15
6
9
CB-12
6.73
24 c
89.0
91.30
92.47
1.315
96.66'
96.73'
0.05
8
10
CB-14
6.92
24 c
107.0
92.47
92.80
0.308
96.78'
96.88'
0.11
9
11
CB-13
2.92
18 c
18.0
92.80
93.35
3.056
97.00'
97.01•
0.04
10
12
CB-27
16.89
36 c
142.0
89.45
90.84
0.979
95.97'
96.06'
0.13
2
13
CB-26
1.31
18 c
18.0
92.48
92.54
0.333
96.20'
96.20'
0.01
12
14
CB-17
15.16
36 c
87.0
90.84
91.45
0.701
96.20'
96.24'
0.11
12
15
CB-16
4.87
18 c
85.0
91.45
92.97
1.788
96.35'
96.53'
0.18
14
16
CB-15
1.13
18 c
18.0
92.97
93.03
0.333
96.71'
96.71'
0.01
15
17
CB-19
11.05
30 c
125.0
91.45
91.83
0.304
96.35'
96.44'
0.12
14
18
CB-18
2.51
18 c
18.0
91.83
92.93
6.111
96.56'
96.57'
0.03
17
19
CB-21
6.03
24 c
283.0
91.83
92.68
0.300
96.56'
96.76'
0.09
17
20
CB-20
2.78
18 c
18.0
92.68
93.23
3.056
96.84•
96.86'
0.04
19
21
SDMH-1
13.44
30 c
57.0
91.30
91.48
0.316
96.66'
96.72'
0.09
8
22
DI-2
13.65
30 c
73.0
91.48
91.70
0.301
96.80'
96.89'
0.12
21
23
DI-1
6.28
24 c
102.0
91.80
92.25
0.441
96.52`
96.60'
0.06
4
Project File: pipe system B-10yr(84
-11)IE1ihFile: brunswick.IDF
Total No. Lines: 23
Run Date: 08-09-2011
NOTES: c = circular; e = elliptical; b = box; Return period = 10 Yrs.; ' Indicates surcharge condition.

Hydraflow Plan View
�„
�I
Project file: pipe system B-1 00yr(8-9-1 1).stm 1 OF file: brunswick.IDF I No. Lines: 23 108-09-2011

Hydraflow Summary Report
Page 1
Line
Line ID
Flow
Line
Line
Invert
Invert
Line
HGL
HGL
Minor
One
No.
rate
size
length
EL Dn
EL Up
slope
down
up
loss
line
(c1s)
(in)
(ft)
(ft)
(ft)
N
(ft)
(ft)
(ft)
No.
1
CB-24
83.88
48 c
142.0
89.00
89.40
0.282
96.88'
97.36'
0.35
End
2
CB-25
81.02
48 c
18.0
89.40
89.45
0.278
97.71'
97.77'
0.97
1
3
CB-8
53.21
48 c
162.0
89.45
90.15
0.432
98.74'
98.96'
0.42
2
4
CB-7
18.20
30 c
142.0
90.15
91.80
1.162
99.38'
99.66'
0.32
3
5
CB-6
3.90
18 c
18.0
91.80
92.90
6.111
99.98'
100.00'
0.08
4
6
CB-10
35.91
42 c
118.0
90.15
90.51
0.305
99.38'
99.53'
0.32
3
7
CB-9
1.56
18 c
18.0
92.75
92.81
0.333
99.85'
99.86'
0.01
6
8
CB-11
31.09
36 c
61.0
90.51
91.30
1.295
99.85'
99.99'
0.33
6
9
CB-12
9.99
24 c
89.0
91.30
92.47
1.315
100.32'
100.49'
0.11
8
10
CB-14
10.11
24 c
107.0
92.47
92.80
0.308
100.60'
100.81'
0.24
9
11
CB-13
4.26
18 c
18.0
92.80
93.35
3.056
101.06'
101.09'
0.09
10
12
CB-27
26.50
36 c
142.0
89.45
90.84
0.979
98.74'
98.96'
0.33
2
13
CB-26
1.91
18 c
18.0
92.48
92.54
0.333
99.29'
99.30'
0.02
12
14
CB-17
23.54
36 c
87.0
90.84
91.45
0.701
99.29'
99.40'
0.26
12
15
CB-16
7.16
18 c
85.0
91.45
92.97
1.788
99.66'
100.05'
0.38
14
16
CB-15
1.64
18 c
18.0
92.97
93.03
0.333
100.44'
100.44'
0.01
15
17
CB-19
16.90
30 c
125.0
91.45
91.83
0.304
99.66'
99.87'
0.28
14
18
CB-18
3.66
18 c
18.0
91.83
92.93
6.111
100.15'
100.17'
0.07
17
19
CB-21
8.81
24 c
283.0
91.83
92.68
0.300
100.15'
100.58'
0.18
17
20
CB-20
4.05
18 c
18.0
92.68
93.23
3.056
100.76'
100.79'
0.08
19
21
SOMH-1
19.74
30 c
57.0
91.30
91.48
0.316
100.32'
100.45'
0.19
8
22
01-2
19.87
30 c
73.0
91.48
91.70
0.301
100.64'
100.81'
0.25
21
23
DI-1
9.14
24 c
102.0
91.80
92.25
0.441
99.98'
100.15'
0.13
4
Project File: pipe system B-100yr(8
9-11` HrRile: brunswick.IDF
Total No. Lines: 23
Run Date: 08-09-2011
NOTES: c = circular; e = elliptical; b = box; Return period = 100 Yrs.; ' Indicates surcharge condition.

No. 937 811 E
OSTAEDTLER®
Engineer's Computation Pad
g
fl
p
ltf
II
o
,I
fp
n
If
a,
a

CASSADINE COURT DRIVEWAY CULVERT - (10-YR)
LOCATION 0 SLOPE THEO. ACTUAL n V(full) LENGTH SEGMENT INVERT INVERT APPROX. Water El. Ke
FROM TO SIZE SIZE FLOWTIME UPPER LOWER HGL Downstream Minor Losses
(C.F.S.) (FT/FT) (IN) (IN) (F.P.S.) (FT) (MIN) (EL) (EL) (FT) (FT) (ASSUMED)
UPSTREAM DOWNSTREAM 1.10 0.0023 WAS 15 0.013 2.5211077 101.5 0,67100135 94.86 94.62 96.268464 96.22 LS
CASSADINE COURT DRIVEWAY CULVERT- (25-YR)
LOCATION O SLOPE THEO. ACTUAL n V(full) LENGTH SEGMENT INVERT INVERT APPROX. Water El. Ke
FROM TO SIZE SIZE FLOWTIME UPPER LOWER HGL Downstream Minor Losses
(C.F.S.) (FTTT) (IN) (IN) (F.P.S.) (FT) (MIN) (EL) (EL) (FT) (FT) (ASSUMED)
UPSTREAM DOWNSTREAM 1.24 0.0023 10.63 15 0.013 2.5211077 101.5 0.67100135 94.86 94.62 96.311585 96.25 1.5
CASSADINE COURT DRIVEWAY CULVERT- (100-YR)
LOCATION O SLOPE THEO. ACTUAL n V(full) LENGTH SEGMENT INVERT INVERT APPROX. Water El. Ke
FROM TO SIZE SIZE FLOWTIME UPPER LOWER HGL Downstream Minor Losses
(C.F.S.) (FT/FT) (IN) (IN) (F.P.S.) (FT) (MIN) (EL) (EL) (FT) (FT) (ASSUMED)
UPSTREAM DOWNSTREAM 1.46 0.0023 11.30 15 0.013 2.5211077 101.5 0.67100135 94.86 94.62 96.365376 96.28 1.5

13 Cg30a;ne (o0� ' Dr,vek ay (4iVgri " 10yh
3Do
T
Outlet W = Do + 0.41-a
pipe 4 1
diameter (Do) �_ La ^�
100
90
40
3
�1� 80
oPQ� 701,Lr
LL
II
�L
yu tuu
Discharge (0/sec)
Curves may not be extrapolated.
Figure 6.06b Design of outlet protection from a round pipe Flowing full, maximum tailwater condition (T.2:0.5 diameter).
7,8f
8.06.4
A
Rev.)2/93

LMG CFIvE
LAND MANAGEMENT GROUP INC. SEC 0 1 Z011
Environmental Consultants
June 18, 2010
Jeff Malvass
1134 Shipyard Blvd,
Wilmington, NC 28412
Reference: Stormwater basin study for the proposed basin areas for the proposed Windermere
Estates S/D located near Leland. NC.
Dear Mr. Malpass:
On June 17, 2010, Land Management Group, Inc. had the pleasure of evaluating the proposed
stormwater basin areas for the Proposed Windermere Estates S/D. The purpose of the evaluation
was, to describe the soil profile, quantify the depth to the seasonal high water table (SHWT) and
to inform the project engineer of any potential limitations of this project.
The soils on this site are mapped as the Baymeade and Norfolk soil series in the Soil Survey of
New Brunswick County (USDA, 1986). Actual soil borings 1, 2, 3 and 4 confirm the soil to be a
Baymeade soil series and borings 5 and 6 confirm the soil to be a Norfolk soil series (see Test
Area Map Appendix A and soil profile descriptions in Appendix B). The Baymeade and Norfolk
soil series can best be described as soils that formed from alluvial and fluvial sandy and loamy
marine sediments on ridges and stream terraces in the coastal plane.
The seasonal high water table is normally evident by observation of redoximorphic features
suggesting past conditions of saturation and reduction. There is evidence of redoximorphic
features at 79" (Elevation 91.49 Feet) from the soil surface in boring 1, 100" (Elevation 89.86
Feet) in boring 2, 89" (Elevation 90.17) in boring 3, 82" (Elevation 91.58 Feet) in boring 4, 52"
(Elevation 92.69 Feet) in boring 5 and 52" (Elevation 92.71 Feet) in boring 6 (see Test Area Map
Appendix A, soil profile descriptions in Appendix B and elevation data in Table 1.). In borings 2
and 3 there are slight perching conditions due to the varying sediment deposits in the soil profile,
true SHWT depths are indicated in the deeper sediments at the above referenced 100" (Elevation
89.86 Feet) in boring 2 and 89" (Elevation 90.17 Feet) in boring 3 (see Test Area Map Appendix
A and soil profile descriptions in Appendix B). All recorded depths are from the existing surface
as noted in the soil profile descriptions, Appendix B. The official published description and
physical and chemical data for the Baymeade and Norfolk soil series are shown in Appendix C
for comparison.
It was requested by the project engineer that LMG suggest the depth of any potential liner that
will be installed if the permanent pool elevation is more than 6" below the SHWT. Table 1
shows the recommended liner installation depth in reference to each soil boring location. The
permanent pool elevation provided by the project engineer was 91.5 Feet below mean sea level
(MSL). In borings 5 and 6 the permanent pool elevation is at least 1.19 Feet below the SHWT;
therefore, LMG proposed that a liner be installed at least a foot below the permanent pool
elevation for the basin where borings 5 and 6 are located to a depth of 90.5 Feet below MSL.
Official elevation data was provided by the project engineer.
www.lmgroup.net • [e-mail] • Phone: [phone] • Fax: [phone]
3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403 • P.O. Box 2522, Wilmington, NC 28402

Table 1. Elevation Data With Res ct to Existin Ground Surface and SHWT.
HOLE#
ROUNDG
SHWTRecommended
ELEVATIONDe
ELEVATION
th of Liner
B1
98.07
• 91.49
E—
NA
B2
98.19
89.86
NA
B3
97.59
90.17
NA
B4
98.41
91.58
91.5
NA
B5
97.02
92.69
91.5
90.50
B6
97.04
92.71
91.5
90.50
Jwrveyetl elevation data provided by the project engineer
In summary, this site has an area that is proposed for stormwater basin placement. This area has
soils that have seasonal high water tables at 79" (91.49 Feet) in boring 1, 100" (89.86 Feet) in
boring 2, 89" (90.17 Feet) in boring 3, 82" (91.58 Feet) in boring 4, 52" (92.69 Feet) in boring 5
and 52" (97.71 Feet) in boring 6 from the existing soil surface. It is recommended by LMG that a
liner be installed in the basin denoted by borings 5 and 6 to a depth of 90.5 Feet below MSL. If
you have any questions about this report or need any additional information I may be reached at
910-452-0001, 910-471-0505 or at nhowelllclmgroup.net .
Sincerely,
Nicholas Howell
NC t.icencPd Coil Scientist 019.94
/,,/stv Sol(
3
'�,.

woo

Boring 1 Micro Ridge 0-1%
A — 0-9" Loamy Sand, granular, very friable, non sticky non plastic, 10YR 3/1.
E — 0-9" Sand, granular, very friable, non sticky non plastic, 2.5Y 6/3.
Bh — 12-15" Loamy Sand, granular, very friable non sticky non plastic, 10YR 4/4.
E'— 15-42" Sand, granular, very friable non sticky non plastic, 10YR 6/4.
Btl — 42-79" Sandy Loam weak medium subangular blocky, friable slightly sticky none
plastic, 1 OYR 5/6.
Bt2 — 79-89"+ Sandy Loam, weak medium subangular blocky 1 OYR 5/8 with 1 OYr 6/1
and 7.5YR 5/8 mottles.
SHWT: 79" (Elevation 91.49 Feet below MSL)
Boring 2 — Micro Ridge 0-1 %
A — 0-6" Loamy Sand granular, very friable, non sticky non plastic 10YR 3/1.
Bh — 6-10" Loamy Sand, granular very friable non sticky non plastic, 1 OYR 4/3.
E—10-26" Sand, granular, very friable non sticky non plastic, 1 OYR 6/4.
Btl — 26-50" Sandy Clay Loam, weak medium subangular blocky friable slightly sticky
slightly plastic, IOYR 5/6.
Bt2 — 50-54" Sandy Clay Loam weak coarse subangular blocky friable slightly sticky
slightly plastic, 1 OYR 5/6 with 1 OYR 6/2 mottles.
2C1 — 54-82" Clay Loam, massive, firm moderately sticky moderately plastic, 5Y 6/1
with 7.5YR 5/8 and 10YR 5/8 mottles.
3C2 — 82-100" Loamy Sand, single grained, loose non sticky non plastic, 10YR 5/8 with
7.5YR 5/8 mottles.
30 — 100-111 "+ Loamy Sand, single grained, loose non sticky non plastic, 1 ORY 6/6
with 1 OYR 6/2 mottles.
SHWT: 100" (Elevation 89.86 Feet below MSL)
(Perched Water Table from 50-82")
Boring 3 — Micro Ridge 0-1%
A — 0-6" Loamy Sand granular, very friable, non sticky non plastic 1 OYR 3/1.
Bh — 6-8" Loamy Sand, granular very friable non sticky non plastic, 1 OYR 4/3.
E — 8-17" Sand, granular, very friable non sticky non plastic, 10YR 6/4.
Btl — 17-22" Sandy Clay Loam, weak medium subangular blocky friable slightly sticky
slightly plastic, 1 OYR 5/4.
E'— 22-31" Sand, granular, very friable non sticky non plastic, 1 OYR 6/3.
B't 2 — 31-55" Sandy Loam weak medium subangular blocky friable slightly sticky non
plastic, 10YR 5/6.
B't 2 — 55-77" Sandy Clay Loam, weak very coarse subangular blocky, friable slightly
sticky slightly plastic, 5Y 6/1 with 10YR 5/8 and 7.5YR 5/8 mottles.
C — 77-89" Loamy Sand, single grained, loose non sticky non plastic, 2.5Y 6/6 with 2.5Y
7/4 mottles.
Cg — 89-97" Loamy Sand, single grained, loose non sticky non plastic, 2.5Y 6/2 with
2.5Y 5/4 mottles.
SHWT: 89" (Elevation 90.17 Feet below MSL)

B4 — Micro Ridge 0-1 %
A — 04" Loamy Sand, granular very friable non sticky non plastic, 10YR 3/1.
E — 4-31" Sand, granular, very friable non sticky non plastic, 10YR 6/4.
Btl — 31-51" Sandy Clay Loam, weak medium subangular blocky, friable slightly sticky
slightly plastic, 1 ORY 5/8.
Bt2 — 51-82" Sandy Clay Loam, weak medium subangular blocky, friable slightly sticky
slightly plastic, IOYR 5/6 with 1 OYR 6/4 mottles.
Bt3 — 82-94" Sandy Loam, weak medium subangular blocky friable slightly sticky non
plastic, 7.5YR 5/8 with lOYR 5/8 and lOYR 6/1 mottles.
SHWT: 82" (Elevation 91.58 Feet below MSL)
B5 — Side Slope 1-2%
A — 0-6" Loamy Sand, granular very friable non sticky non plastic, 1 OYR 3/1.
E — 6-8" Sand, granular, very friable non sticky non plastic, 1 OYR 6/4.
Btl — 8-28" Sandy Clay Loam, weak medium subangular blocky, friable slightly sticky
slightly plastic, 1 ORY 5/8.
Bt2 — 28-52" Sandy Loam, weak medium subangular blocky, friable slightly sticky non
plastic, 1 OYR 5/6 with 1 OYR 6/4 mottles.
Bt3 — 52-65" Sandy Loam, weak medium subangular blocky friable slightly sticky non
plastic, 1 OYR 5/8 with 7.5YR 5/8 and l OYR 6/1 mottles.
SHWT: 52" (Elevation 92.69 Feet below MSL)
B6 — Side Slope 24%
A — 0-8" Loamy Sand granular, very friable, non sticky non plastic 1 OYR 3/1.
Bh — 8-13" Loamy Sand, granular very friable non sticky non plastic, 10YR 4/3.
E — 13-21" Sand, granular, very friable non sticky non plastic, 1 OYR 6/4.
Btl — 21-33" Sandy Loam, weak medium subangular blocky, friable slightly sticky non
plastic, 1 OYR 5/4.
Bt2 — 33-52" Sandy Loam, weak medium subangular blocky, friable slightly sticky non
plastic, 1 OYR 5/6 with 1 OYR 6/4 mottles.
Bt3 — 52-65" Sandy Loam, weak medium subangular blocky friable slightly sticky non
plastic, IOYR 5/8 with 7.5YR 5/8 and 1 OYR 6/1 mottles.
SHWT: 52" (Elevation 91.71 Feet below MSL)

Appendix C
Published Description and Chemical and Physical Properties
Of the Baymeade and Norfolk Soil Series

6/17/2010
Official Series Description - NORFOLK S...
LOCATION NORFOLK NC+AL AR FL GA SC VA
Established Series
CMO/Rev. JAK
11 /2005
NORFOLK SERIES
MLRA(s): 133A-Southern Coastal Plain, 153A-Atlantic Coast Flatwoods, 15313-Tidewater Area
MLRA Office Responsible: Raleigh, North Carolina
Depth Class: Very deep
Drainage Class (Agriculftial): Well drained
Internal Free Water Occurrence: Deep, transitory or very deep
Index Surface Runof. Negligible to medium
Permeability: Moderate (Saturated Hydraulic Conductivity: Moderately high)
Landscape: Lower, middle, or upper coastal plain
Landform: Uplands or marine terraces
Geomorphic Component: Interfluve, side slopes
Hillslope Profile Position: Summits, shoulders, backslopes
Parent Material: Marine deposits or fluviomarme deposits
Slope: 0 to 10 percent
Elevation (type location): Unknown
Mean Annual Air Temperature (type location): 62 degrees F
Mean Annual Precipitation (type location): 49 inches
TAXONOMIC CLASS: Fine -loamy, kaolmitic, thermic Typic Kandiudults
TYPICAL PEDON: Norfolk loamy sand --cultivated. (Colors are for moist soil unless otherwise indicated.)
Ap--O to 9 inches; grayish brown (1 OYR 5/2) loamy sand; weak fine and medium granular structure; very friable;
nonsticky, nonplastic; few fine and medium roots; darker -colored material in old root channels; strongly acid;
clear smooth boundary. (3 to 10 inches thick)
E--9 to 14 inches; light yellowish brown (I OYR 6/4) loamy sand; weak medium granular structure; veryfriable;
nonsticky, nonplastic; few fine and medium roots; darker -colored material in old root channels; strongly acid;
clear smooth boundary. (0 to 10 inches thick)
Bt1--14 to 17 inches; yellowish brown (1 OYR 5/6) sandy loam; weak medium subangular blocky structure;
friable; slightly sticky, slightly plastic; few fine and medium roots; few faint clay films on faces of peds; strongly
acid; clear wavy boundary.
Bt2--17 to 38 inches; yellowish brown (I OYR 5/6) sandy clay loam; weak medium subargular blocky structure;
friable; slightly sticky, slightly plastic; many fine and medium pores; few faint clay films on faces of peds; strongly
acid; gradual wavy boundary.
...usda.qov/osd/dat/N/NORFOLK.html 1/5

6/17/2010 Official Series Description - NORFOLK 5...
Bt3--38 to 58 inches; yellowish brown (1 OYR 5/6) sandy clay loam; weak medium subangular blocky structure;
friable; slightly sticky, slightly plastic; few faint clay films on faces of peds; few fine faint strong brown (7.5YR
4/6) and few prominent yellowish red (5YR 5/8) masses of oxidized iron and few fate distinct pale brown (1 OYR
6/3) iron depletions; strongly acid; gradual wavy boundary.
B0--58 to 70 inches; yellowish brown (1 OYR 5/6) sandy clay loam; weak medium subangular blocky structure;
friable; slightly sticky, slightly plastic; few faint clay films on faces of peds; common medium distinct yellowish red
(5YR 5/8) masses of oxidized iron and pale brown (1 OYR 6/3) and light brownish gray (1 OYR 6/2) iron
depletions; 1 percent, firm yellowish red plinthite nodules; strongly acid; gradual wavy boundary. (Combined
thickness of Bt horizon is 40 to more than 60 inches.)
BC--70 to 82 inches; variegated brownish yellow (1 OYR 6/6), strong brown (7.5YR 5/6), and yellowish red
(5YR 5/6) sandy clay loam; weak medium subangular blocky structure; fiiable; slightly sticky, slightly plastic; 5
percent film, brittle plintbite nodules; strongly acid; gradual wavy boundary. (0 to more than 15 inches thick)
C--82 to 100 inches; variegated red (2.5YR 4/8), strong brown (7.5YR 5/8), brownish yellow (I OYR 6/8) and
gray (I OYR 5/1) sandy clay loam; massive; friable; slightly sticky, slightly plastic; strongly acid.
TYPE LOCATION: Robeson County, North Carolina; 1.25 miles south of Parkton; 300 feet west of State
Road 1724 and 60 feet south of farm road.
RANGE IN CHARACTERISTICS:
Thickness of the sandy surface and subsurface layers: 3 to 19 inches
Depth to top of the Argillic horizon: 3 to 19 itches
Depth to the base of the Argillic horizon: 60 to more than 80 inches
Depth to top of the Kandic horizon: 3 to 19 inches
Depth to bedrock: Greater than 80 inches
Depth to Seasonal High Water Table: 40 to 72 inches, January to March
Soil Reaction: Extremely acid to strongly acid, throughout except where limed
Rock Fragment Content: 0 to 5 percent, by volume throughout; mostly quartz pebbles or ironstone nodules
Plinthite Content: 0 to 4 percent to a depth of 60 inches and 0 to 10 percent or more below 60 inches
RANGE OF INDIVIDUAL HORIZONS:
Ap horizon or A horizon (where present):
Color --hue of 10YR or 2.5Y, value of to 7, chroma of 1 to 4
Texture --loamy sand, sandy loam, fine sandy loam, or loamy fine sand. Some pedons are fine sand or sand.
E horizon:
Color --hue of IOYR or 2.5Y, value of to 7, chroma oft to 6
Texture --loamy sand, sandy loam, fine sandy loam, or loamy fine sand. Some pedons are fine sand or sand.
BE horizon (where present):
Color --hue of 1 OYR or 2.5Y, value of to 6, cbroma of to 8
Texture --sandy loam or fine sandy loam
Bt horizon (upper):
Color --hue of7.5YRto 2.5Y, value of to 8, chroma of to 8
...usda.gov/osd/dat/N/NORFOLK.htmi 2/5

6/17/,�010 Official Series Description - NORFOLK S...
Texture --sandy loam, fine sandy loam, sandy clay loam, or clay loam
Redoximorphic features (where present) --masses of oxidized iron in shades of red, yellow, or brown and iron
depletions in shades of brown, yellow, or olive
Bt horizon (lower):
Color --hue of 7.5YR to 2.5Y, value of 5 to 8, chroma of 3 to 8
Texture --sandy loam, fine sandy loam, sandy clay loam, clay loam, sandy clay, or clay
Redoximorphic features --masses of oxidized iron in shades of red, yellow, or brown and iron depletions in
shades of brown, yellow, olive, or gray
BC horizon or BCt horizon (where present):
Color --hue of 5YR to 2.5Y, value of 4 to 7, chroma of 3 to 8, or variegated in shades of these colors
Texture --sandy loam, fine sandy loam sandy clay loam, clay loam, sandy clay, or clay
Redoximorphic features --masses of oxidized iron in shades of red, yellow, or brown and iron depletions in
shades of brown, yellow, olive, or gray
C horizon:
Color --hue of2.5YRto 5Y, value of to 8, chroma of to 8, or is variegated in shades of these colors
Texture --loamy coarse sand, loamy sand, loamy fine sand, coarse sandy loam, sandy loam, fine sandy loam,
sandy clay loam, clay loam, or sandy clay. Some pedons have layers of coarser or finer textured materials.
Redoximorphic features --masses of oxidized in shades of red, yellow, or brown and iron depletions in shades of
brown, yellow, olive, or gray
COMPETING SERIES:
OraniZebur sods --have hue of 5YR or redder throughout the Bt horizon
Thursa soils --have hue of 5YR or redder below the upper 10 inches of the Bt horizon
GEOGRAPHIC SETTING:
Landscape: Lower, middle, or upper coastal plain
Landform: Uplands or marine terraces
Geomorphic Component: Interfluve, side slopes
Hillslope Profile Position: Summits, shoulders, backslopes
Parent Material: Marine deposits or fluviomarine deposits
Elevation: 30 to 450 feet
Mean Annual Air Temperature: 57 to 70 degrees F.
Mean Annual Precipitation:35 to 55 inches
Frost Free Period: 190 to 245 days
GEOGRAPHICALLY ASSOCIATED SOILS:
Aycock soils --are in a fine -silly family
Bonneau soils --have an arenic soil surface
Butters soils --are in a coarse -loamy family
Caroline soils --are in a line family
Craven soils --are in a fine family
Duuinl soils --are in a fine family
Exum soils --are in a fine -silty family
Faceville soils --are in a fine family
.usda.gov/osd/dat/N/NORFOLK.html 3/5

6/17/2010
Official Series Description - NORFOLK S...
Foreston soils --are in a coarse -loamy family
Goldsboro soils --are moderately well drained
Marlboro soils --are in a fare family
Noboco soils --have siliceous mineralogy
Lakeland soils --are sandy throughout
Lvnchburg soils --are somewhat poorly drained
Rains soils --are poorly drained soils
Orangeburg soils --have hue of 5YR or redder throughout the Bt horizon
Pantego soils --are very poorly drained soils
Thursa soils --have hue of 5YR or redder below the upper 10 inches of the Bt horizon
Waaam soils --have an arenic soil surface
DRAINAGE AND PERMEABILITY:
Depth Class: Very deep
Drainage Class (Agricultural): Well drained
Internal Free Water Occurrence: Deep, transitory or very deep
Index Surface Runoff: Negligible to medium
Permeability: Moderate (Saturated Hydraulic Conductivity: Moderately high)
USE AND VEGETATION:
Major Uses: Mostly cleared and used for general farm crops.
Dominant Vegetation: Where cultivated --corn, cotton, peanuts, tobacco, and soybeans. Where wooded --pines
and mixed hardwoods.
DISTRIBUTION AND EXTENT:
Distribution: Alabama, Arkansas, Florida, Georgia, North Carolina, South Carolina, and Virginia
Extent: Large
MLRA OFFICE RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: Cecil County, Maryland; 1900.
REMARKS: The June, 1988 revision recognized the low activity clay properties of this soil as defined in the
low activity clay amendment of Soil Taxonomy, August
1986. 10/2004, changed water table from 4.0-6.0 it to 3.3-6.0 $ to cover depth that would be included in the
typic subgroup versus associated soils in the Oxyaquic subgroup. Diagnostic horizons and features recognized in
this pedon are:
Ochric epipedon--the zone from the surface to a depth of 14 inches (A and E horizons)
Kandic horizon --the zone between 14 and 70 inches (Bt horizon)
Argillic horizon --the zone between depths of 14 and 70 inches (Bt horizon)
ADDITIONAL DATA: (1) U.S. Department of Agriculture, Soil Survey Laboratory Data and Descriptions for
Some Soils of Georgia, North and South Carolina. Soil Survey Investigations Report No. 16; SCS, in
cooperation with Georgia, North Carolina, and South Carolina Agricultural Experiment Stations; Pages 65, 67,
69. (2) U.S. Department of Agriculture, Certain Properties of Selected Southeastern United States Soils and
Mineralogical Procedures for Their Study, Southern Cooperative Series Bulletin 61 (S-14); Soil Conservation
Service, Agricultural Research Service and cooperating Experiment Stations; tables 64, 67, 68. (3) U.S.
...usda.gov/osd/dat/N/NORFOLK.html 4/5

6/17/Z010 Official Series Description - NORFOLK S...
Department of Agriculture, Selected Coastal Plain Soil Properties, Southern Cooperative Service and
cooperating Experiment Stations; pages 40, 42, 44, 46.
TABULAR SERIES DATA:
SOI-5 Soil Name Slope Airtemp Fr Fr/Seas Precip Elevation
N00037 NORFOLK 0-10 57-70 190-245 35-55 30-450
SOI-5 FloodL FloodH Watertable Kind Months Bedrock Hardness
NCO037 NONE 3.3-6.0 APPARENT JAN-MAR >80 -
SOI-5 Depth Texture 3-Inch No-10 Clay% -CEC-
NC0037 0-14 SL FSL 0-0 95-100 5-18 1-4
N00037 0-14 LS LFS 0-0 92-100 2-8 1-3
N00037 14-38 SL SCL CL 0-0 91-100 18-35 2-4
NCO037 38-70 SCL CL SC 0-0 98-100 20-43 2-5
NCO037 70-100 VAR - - - -
SOI-5 Depth -pH- O.M Salin Permeab Shnk-Swll
NCO037 0-14 3.5-5.5 0.5-2.0 0-0 2.0-6.0 LOW
NCO037 0-14 3.5-5.5 0.5-2.0 0-0 6.0-20 LOW
NCO037 14-38 3.5-5.5 0.0-0.5 0-0 0.6-2.0 LOW
NCO037 38-70 3.5-5.5 0.0-0.5 0-0 0.6-2.0 LOW
NCO037 70-100 - - - -
National Cooperative Soil Survey
U.S.A.
...usda.gov/osd/dat/N/NORFOLK.html 5/5

6/17/201O Official Series Description - BAYMEADE ...
LOCATION BAYMEADE NC
Established Series
Rev. REH:ENH
07/1999
BAYMEADE SERIES
The Baymeade series consists of deep, well drained soils with moderately rapid permeability. They formed in
loamy and sandy marine sediments of the lower Coastal Plain. Slopes range from 0 to 12 percent. Mean annual
temperature is 63 degrees F., and mean annual precipitation is 54 inches.
TAXONOMIC CLASS: Loamy, siliceous, semiactive, thermic Arenic Hapludults
TYPICAL PEDON: Baymeade sand --on a 3 percent slope under mixed hardwood and pine. (Colors are for
moist soil unless otherwise stated.)
A--O to 3 inches; dark gray (1 OYR 4/1) fine sand; weak granular structure; loose; many fine and medium roots;
many uncoated sand grains; moderately acid; abrupt smooth boundary. (2 to 10 inches thick)
E--3 to 12 inches; light gray (1 OYR 7/2) fine sand; single grained; loose; many fine and medium roots; slightly
acid; gradual wavy boundary. (0 to 15 inches thick)
EBh--12 to 36 inches; very pale brown (I OYR 7/4) fine sand; single grained; loose; common irregular bodies of
friable organic coated sand that are dark brown (7.5YR 3/2) and brown (7.5YR 4/4) (Bh) make up about 12
percent of this horizon; many fine and medium roots; moderately acid; abrupt smooth boundary. (0 to 26 inches
thick)
Bt--36 to 49 inches; strong brown (7.5YR 5/6) fine sandy loam; weak coarse subangular blocky structure that
parts into weak fine granular structure; very liable; many fine and medium roots; moderately acid; gradual wavy
boundary. (5 to 40 inches thick)
BC--49 to 58 inches; strong brown (7.5YR 5/6) loamy fine sand; weak fine granular structure; very friable; few
fine roots; moderately acid; gradual wavy boundary. (0 to 17 inches thick)
C1--58 to 75 inches; mottled white (10YR 8/1) and very pale brown (10YR 7/4) fine sand; single grained;
loose; moderately acid; gradual wavy boundary.
C2--75 to 78 inches; very pale brown (1 OYR 8/3) fine sand and loamy fine sand; single grained; loose;
moderately acid.
TYPE LOCATION: New Hanover County, North Carolina; Wihningtor> 0.5 mile south of Dawson and
Sixteenth Streets on west side of Sixteenth Street road bank.
RANGE IN CHARACTERISTICS: Sohun thickness is 35 to more than 60 inches. Reaction ranges from
very strongly acid to slightly acid, unless limed. Some pedons have extremely acid A and E horizons.
...usda.gov/osd/dat/B/BAYMEADE.html 1/3

6/17/2010
Official Series Description - BAYMEADE ...
The A or Ap horizon has hue of 10YR to 2.5Y value of 4 to 6, and chroma of 1 or 2 or is neutral with value of 4
to 6 with common clean grains that are white or light gray. Texture of the A horizon is sand, fine sand, loamy
sand, or loamy fine sand.
The E horizon has hue of 1 OYR or 2.5Y, value of 4 to 8, and chroma of 1 to 6 or is neutral with value of 6 to 8.
Texture is sand, fine sand, loamy sand, or loamy fine sand. The Bh portion of EBh horizon or Bh horizon, where
present, is granular to massive with hue of 5YR to 1 OYR, value of 3 to 7, and chroma of 2 to 8.
The F horizon, where present has hues of 7.5YR to 2.5Y, values of 4 to 8, and chroma of 2 to 6 or it is neutral
with values of 6 to 8. It is sand, fine sand, loamy sand or loamy fine sand.
The Bt horizon has hue of 7.5YR to 2.5Y, value of 5 to 7, and chroma of 4 to 8. Mottles are in shades of
yellow, brown, or gray at depths below 25 inches in some pedons. A gray matrix may be present in the lower Bt
horizons of some pedons. Texture is commonly sandy loam or fine sandy loam but some pedons are sandy clay
loam. The lower Bt horizon may occur as lamella of sandy loam
The BC horizon has hue of 7.5YR to 2.5Y, value of 5 to 7, and chroma of 2 to 8. Mottles are in shades of
yellow, brown, or gray in some pedons. Texture is loamy sand, loamy fine sand, sandy loam, fine sandy loam or
in some pedons sandy clay loam
The C horizon has hue of 7.5YR to 2.5Y, value of 5 to 8, and chroma of 1 to 8 or is mottled in shades of these
colors. Texture is sand or fine sand or stratified sandy, loamy, or clayey material Some pedons have thin
discontinuous Bh bodies in the C horizon.
COMPETING SERIES: Ailey, Blaney, Chipola, Chisohn Coos aw, Garcon Gomery, Kenansville, Remhk,
Tenaha, Tomahawk, Uchee, and Valhalla in the same family. Closely related soils are the Alaga, Eustis, Kureb,
Onslow, Seagate, WaaTam and Wakulla series. All of these soils except Kureb lack irregular intermittent Bh
bodies in the EBh horizon. Kureb soils lack argillic horizons. Onslow soils lack an arenic epipedon and contain
gray mottles indicative of wetness in the Bt horizon. Seagate and Valhalla soils have continuous Bh horizons.
Seagate soils have poorer drainage.
GEOGRAPHIC SETTING: Baymeade soils occur on broad, gently sloping surfaces of the lower Coastal
Plain, generally above 20 feet. Slopes range from 1 to 12 percent. They formed in (stratified) interbedded sandy
and loamy Coastal Plain sediments. The mean annual precipitation ranges from 47 to 60 inches and mean annual
temperature ranges from 53 to 74 degrees F.
GEOGRAPHICALLY ASSOCIATED SOILS: These are the competing Kureb and the Blanton Foreston
Goldsboro, Lakeland, Leon, Norfolk and Rimini series. Blanton soils have a Grossarenic epipedon. Foreston,
Goldsboro and Norfolk lack an arenic epipedon. Lakeland soils lack light gray E horizons and an argillic horizon.
Leon and Rimini soils have continuous Bh horizons, and the Leon soils have poorer drainage.
DRAINAGE AND PERMEABILITY: Well drained; slow runt moderately rapid permeability. Measured
watertable levels at two sites show that the water table is 45 to 60 inches below the surface in December to April
and other wet periods.
USE AND VEGETATION: Most of these soils are in forest of mixed hardwood and pine. Native vegetation is
turkey oak, long leaf pine, dwarfed huckleberry, small myrtle, wire grass; and astor. Large areas are in residential
...usda.aov/osd/dat/B/BAYMEADE.html 2/3

6/1712010 Official Series Description - BAYMEADE ...
and urban uses in New Hanover County.
DISTRIBUTION AND EXTENT: Lower Coastal Plains ofNorth Carolina and possibly South Carolina. The
series is extensive.
MLRA OFFICE RESPONSIBLE: Raleigh, North Carolina
SERIES ESTABLISHED: New Hanover County, North Carolina; 1973.
REMARKS: Diagnostic horizons and features recognized in this pedon are:
Ochric epipedon - the zone from the surface to a depth of 36 inches (the Ap and E horizons)
Arenic feature - the zone of sandy sediments from 0 to 36 inches (the A, E, EBh horizons)
Argillic horizon - the zone from a depth of 36 to 58 inches (the Bt and BC horizons)
ADDITIONAL DATA: None
TABULAR SERIES DATA:
S01-5 Soil Name Slope Airtemp FrFr/Seas Precip Elevation
NCO083 BAYMEADE 0- 12 59- 63 190-250 46- 57 20- 70
SOI-5
FloodL
FloodH
Watertable Kind
Months
Bedrock Hardness
NCO083
NONE
4.0-5.0
APPARENT DEC -APR
60-60
SOI-5
Depth
Texture
3-Inch
No-10
Clay%
-CEC-
NC0083
0-36
FS S
0- 0
100-100
0- 8
1- 3
NCO083
0-36
LS LFS
0- 0
100-100
5-13
1- 4
NCO083
36-49
FSL SCL
SL
0- 0
100-100
8-26
2- 6
NCO083
49-78
LFS S SL
0- 0
100-100
0-12
0- 3
SOI-5
Depth
-pH-
O.M.
Salin
Permeab
Shnk-Swll
NCO083
0-36
4.5- 6.5
.5-1.
0- 0
6.0-
20
LOW
NCO083
0-36
4.5- 6.5
.5-1.
0- 0
6.0-
20
LOW
NCO083
36-49
4.5- 6.5
0.-.5
0- 0
2.0- 6.0
LOW
NCO083
49-78
4.5- 6.5
0.-.5
0- 0
6.0-
20
LOW
National Cooperative Soil Survey
U.S.A.
...usda.gov/osd/dat/B/BAYMEADE.html 3/3

J
SOSID: 0671418
Date Filed: 5/31/2011 11:43:00 AM
CO-479 (BB) Business Corporation North Carolina Ann Elaine F. Marshall
11-22--10 North Carolina Secretary of State
This upon may be filed unions at the Secretary of Stale website: rww.aoane.c
NameotBusinGesCmporatton: TIMBERLIND, INC
Fiscal Year Ending: 12-31-10 State of Incorporation: NC
mme, / on r year
Secretary of State 10 Number. 0671418
Q I hereby cenily that an annual report completed in Ih entirely has been submThra and the information requested Below (repuiled by
NCW 55-1E22) has not lunged and is therefore complete.
Nature of Business:
CONSTRUCTION
Registered Agent
JESSE L MALPASS
Registered Office Mailing Address:
846 LIVINGSTON-CHAPEL ROAD
Cmmty: CRY: State: ZIP Code:
DELCO, NC 28436
Registered Office Sheet Address:
846 LIVINGSTON-CHAPEL ROAD
County: City: State: ZIP Code:
DELCO, NC 28436
Signature of New Registered Agent
Principal Office Telephone Number.
Principal Office Malang Address:
Principal Office Street Address:
(81puLvs omtl W bar mnsN b nn ypokimvnp
910-
846 LIVINGSTON CHAPEL RD.
City: State: ZIP Code:
DELCO, NC 28436
846 LIVINGSTON CHAPEL RD.
City: State: ZIP Code:
DELCO, NC 28436
lame, Tale, and Business Address of Prbndoal Officers
Name: Title:
JESSE L MALPASS PRESIDENT
Address: 2845 LIVINGSTON-CHAPEL RD
DELCO, NC 28436
CBy: State: ZIP'
Name: Title:
LINDA L MALPASS SECRETARY
Address: 2845 LIVINGSTON-CHAPEL RD
DELCO, NC 28436
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Ginger:
Lewis,Linda
Monday, November 01, 2010 3:15 PM
Ginger Turner; Baker, Chris, Johnson, Kelly
RE: Wet Detention Ponds
Liners are better for keeping runoff water IN a pond that is too high above SHWT, than for keeping
groundwater OUT of a pond that is too low. This is why the BMP Manual speaks of liners in terms of the PPE
being so far above the SHWT that a permanent pool of water can't be maintained. Depending on soils, wher
the PPE is too far below SHWT, the pond may not provide the required design storage volume during wet
months, due to the volume of incoming groundwater.
In your case, there are a couple of options- 1) if there is a nearby ditch with a (bottom?) elevation of 14, you
may be able to use the 14 as the basis for having the PPE at 16, without needing a liner. A complete soils
report, analysis and subsequent field verification will be needed. 2) You could estimate the amount of
incoming groundwater using standard formulas and slope face area below SHWT, and set the temporary pool
elevation high enough to provide enough volume for the incoming groundwater and the required design storm;
and size the orifice to pass both the design storm alone in 2-5 days and both volumes together in 2-5 days.
Linda
Please note my new email address is [e-mail]
Linda Lewis
NC Division of Water Quality
127 Cardinal Drive Ext.
Wilmington, NC 26405
910-796-7215
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and may
be disclosed to third parties.
From: Ginger Turner [mailto:gturner(@stroudengineer com1
Sent: Monday, November 01, 2010 2:43 PM
To: Lewis,Linda; Baker, Chris; Johnson, Kelly
Subject: Wet Detention Ponds
Staff,
I am in need of guidance with respect to permanent pool vs. SHWT for a wet detention pond. I am currently designing a
pond for property in Newport, Carteret County and the permanent pool is being proposed approximately 3' (EL 16.0)
lower than the SHWT (EL 19.0). Is a pond liner an acceptable means to maintain the pond PP at the lower elevation.
The elevation of the receiving ditch at the pond discharge is (EL 14.0) approximately 2' lower than proposed PP (EL
16.0). The BMP manual only discusses liners when the proposed PP is above the SHWT. Also if the liner is acceptable
how much of the hydrogeological investigation is required. Please advise.
Thanks,
Ginger Turner, P.E.

Stroud Engineering, P.A.
107 B Commerce Street
Greenville, NC 27858
Office: [phone] ext 234
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