20000259 Ver 2_COMPLETE FILE_20060901

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
October 23, 2006
Ms. Carol Parker
Talis Management Group
570 New Waverly Place, Suite 240
Cary, NC 27511
DWQ Project # 00-0259, Ver. 2
Wake County
Subject Property: Wimbleton Subdivision Pond Sediment Removal and
Stream Stabilization and Enhancement
Ut to Long Branch [030402, 27-43-2.8, WSIII, NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse River
Buffer Protection Rules (15A NCAC 2B.0233) with Additional Conditions
Dear Ms. Parker:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 230 linear feet of stream (30 linear feet permanent, perennial stream impacts,
200 linear feet permanent, intermittent stream impacts) and 450 square feet (ft) of Zone 1 Neuse River
protected riparian buffer for the purpose of performing stream stabilization and enhancement on an
unnamed tributary to Long Branch at the subject property, as described within your application dated
August 31, 2006, which was received by the N.C. Division of Water Quality (DWQ) on September 1,
2006, with additional information received by the DWQ on October 17, 2006. After reviewing your
application, we have decided that the impacts are covered by General Water Quality Certification
Number(s) 3495 (GC3495). The Certification(s) allows you to use Nationwide Permit(s) NW13 and
NW27 when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your
approved Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233.
In addition, you should obtain or otherwise comply with any other required federal, state or local permits
before you go ahead with your project including (but not limited to) Erosion and Sediment Control, and
Non-discharge regulations. Also, this approval to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA
Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
401 Oversight/Express Review Permits Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
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Talis Management Group
Page 2 of 3
October 23, 2006
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved Units Plan Location or Reference
Stream 230 (linear feet) (30 linear feet permanent, perennial stream PCN page 9 of 10
impacts, 200 linear feet permanent, intermittent stream
impacts)
Buffer -Zone 1 450 (square ft. PCN page 5 of 10
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. Diffuse Flow
All constructed stormwater conveyance outlets shall be directed and maintained as diffuse flow at
non-erosive velocities through the protected stream buffers such that it will not re-concentrate
before discharging into a stream as identified within 15A NCAC 2B .0233 (5). If this is not
possible, it may be necessary to provide stormwater facilities that are considered to remove
nitrogen. This may require additional approval from this Office.
5. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be clearly marked with orange warning
fencing (or similar high visibility material) for the areas that have been approved to infringe
within the buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 2B 33 and GC 3402.
Talis Management Group
Page 3 of 3
October 23, 2006
6. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
7. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401 Oversight/Express Review Permitting Unit, North Carolina
Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Eric Kulz in the DWQ Raleigh Regional Office at 919-791-4200/
SinPerely,
Alan W. Klim ,
AWKlijm
Enclosures: GC 3495
Certificate of Completion
cc: USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Jay Keller, Keller Environmental, LLC, 7921 Haymarket Lane, Raleigh, NC 27615
Filename: 00259Ver2 WimbletonSD(Wake)401_NBR
P@[90MR,
O C T 1 7 2006
DEW= - WATER QUALITY
??TWVOS AND ST?RMWATER BRANCH
KE
KELLER ENVIRONMENTAL
ENVIRONMENTAL CONSULTANTS
October 16, 2006
Cyndi Karoly
NC Division of Water Quality
401 Wetlands WQ Certification Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Re: Wimbledon Subdivision Pond Sediment Removal and
Stream Stabilization and Enhancement
Cary, North Carolina
Dear Ms. Karoly:
We delivered a PCN application for Wimbledon Subdivision on September 1,
2006 along with a $475 application fee. This application pertained to three proposed
activities at the subdivision.
1. Sediment removal from the upper pond.
2. Stream Enhancement upstream of the pond.
3. Stream Stabilization project at a tributary below the pond.
After conversations with Jamie Shern (US Army Corps of Engineers), Ian
McMillan (DWQ 401 Wetlands), and other involved parties, we are requesting an
amendment to the requested stream footage for Task 3. The original PCN application
requested for 150 linear feet of stream impacts to the unnamed tributary to Long Branch
on page 5. In order to properly transition the stream from the upstream wooded section
to the clubhouse section and subsequently to the existing downstream section, we are
requesting for an additional fifty (50) linear feet. Therefore, the total stream impact
resulting from the Stream Stabilization adjacent to the clubhouse is 200 linear feet.
We are requesting for NC Division of Water Quality (NCDWQ) written approval
under Section 401, Clean Water Act, 33 USC 1344. This will assist in compliance with
Water Quality Certifications (WQC) 3495 and 3399 and it's accompanying Nationwide
Permits (NWPs) 13 and 27, respectively.
Wimbledon Subdivision Pond Sediment Removal &
Stream Stabilization & Enhancement.
DWQ 401 Certification &
Neuse R. Buffer Rules
October 16, 2006
Page 2 of 2
If you should have questions or require additional clarification please feel
free to contact me at [phone] (office), [phone] (cell) or email:
0ay(a)kellerenvironmental.com.
Sincerely,
Keller Environmental, LLC
Jay Keller
Principal
Cc: Eric Kulz, NCDWQ Raleigh Regional Office
Ian McMillan, NCDWQ 401 Wetlands Staff
Ed Sconfienza, PE, Integrated Design
Jamie Shern, US Army Corps of Engineers
Triage Check List
Date: Project Name: 14
/ r
DWQ#: 2,?? - 02 S 7 U e'K/?
County:
To: ? ARO Kevin Barnett ? WaRO Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran/Joanne Steenhuis
? MRO Alan Johnson/Barry Love ? WSRO Daryl Lamb
RRO Eric Kulz
From: Telephone : (919) 73 3 ?612
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps.
? Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern

Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. V DD - ?a?
(if any particular item is not applicable to this project, pease enter "Not Appucame° or N/A .)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 13, 2
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Carol Parker Talis Management Group
Mailing Address: 570 New Waverly Place; Suite 240
Cary NC 27511
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: cparker a talismgmt com
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Jay Keller
Company Affiliation: Keller Environmental LLC
Mailing Address: 7921 Haymarket Lane
Raleigh NC 27615
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: jaynkellerenvironmental.com Cell Number: [phone]
Page I of 10 SEP 0 1 ZOU6
W nAooSANDST(f"AR BRANCH

III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Wimbledon Subdivision Pond Sediment Removal and Stream
Stabilization and Enhancement.
T.I.P. Project Number or State Project Number (NCDOT Only):
Property Identification Number (Tax PIN): 0762681355, 0762680539, 0762589062,
0762598313.
4. Location
County: Wake Nearest Town: Cary
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): The stream and pond are
located 1/3 mile northwest of intersection of Cary Parkway and US-1 in Wimbledon
Subdivision of Cary NC.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35° 45.07' ON 78° 46.52' °W
6. Property size (acres): 7.4 acres
7. Name of nearest receiving body of water: Long Branch
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mMs/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Site consists of residential neighborhood surrounded by
other residential, commercial, and retail areas.
Page 2 of 10
10. Describe the overall project in detail, including the type of equipment to be used:
Pond Sediment Removal (Drawing Site 200, 201, & 300):
• This nroiect proposes to remove accumulated sediment from the upper pond located
directly adjacent and north of Coorsdale Drive. This approximately 2-acre pond has
accumulated sediment which has severely affected its ability to provide adequate
stormwater storage _ during high and normal rain events. We propose to do the following:
1. Acquire Town of Cary Sediment and Erosion Control Permit.
2. Drain Pond (men gate valve drain to existing CMP). Install gravel and rip-rap
horseshoe filter.
3. Allow pond bed to completely dry and stabilize.
4. Construct secondary overflow structure.
5. Commence grading and haul away activities. Place sediment directly into trucks
from track-hoe or similar equipment.
6. Conduct conservation inspection.
7. Remove temporary erosion control measures demolish/remove horseshoe filter and
seed out any bare or disturbed areas and close drainage structure gate.
Stream stabilization (Drawing Site 300):
• This project proposes to protect the existing clubhouse structure from future flooding.
This rip-rap lined stream is directly north of the two-story brick & stucco building; please
refer to Drawing: Site 102. We propose to do the following before and during low-flow
conditions:
1. Acquire Town of Cary Sediment and Erosion Control Permit.
2. Temporary coffer dams will be constructed in order to divert the normal stream flows
around the construction area.
3. Pumps will be sized to handle the average stream flow in the area of work. It is
anticipated that one 3-inch pump will be sufficient to perform the pump around
activities. Additional pumps may be required in the event that stream flow increases,
a pump becomes disabled or to cover periods when pumps are out of operation.
4. Remove existing rip-rap, biofabric, and foot-bridge.
5. Excavate channel to increase width and depth to approximately 14 ft. and 3 ft.
respectively.
6. Create berm structure between clubhouse patio entrance and channel on
west/upstream side.
7. Prepare and line channel with Class I rip-rap.
8. Install new foot-bridge span beyond stream banks. Please refer to Bridge Detail; Site
500.
9. Remove temporary coffer dams and other erosion control measures.
10. Seed out any bare or disturbed areas.
Stream enhancement (Drawing Site 400)
• This nroiect nronoses to conduct a stream enhancement on Long Branch at the rear of
Lots 1 & 2. The two homes are subject to regular flooding due to an unstable stream
bank. We propose to do the following before and during low-flow conditions:
1. Acquire Town of Cary Sediment and Erosion Control Permit.
Page 3 of 10
1
2. Remove existing maple, except for root ball, along stream bank. This 2+ Ft. DBH
tree is severely undercut and imminent to fall.
3. Remove existing pines, including root balls. One of the pines is leaning on an
adjacent tree.
4. Install root wad(s) per detail on Site 500 and as directed by engineer.
5. Seed out any bare or disturbed areas.
Equipment to be used for the projects includes the following: mini-excavator, track
excavator, loader, dozer, trucks, and pumps.
11. Explain the purpose of the proposed work: The purpose of the project is to increase the
storage capacity of the pond through sediment removal, rebuild the pond outlet structure, and
protect the clubhouse, Coorsdale Drive, and two homes from future flooding.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. Prior project history includes:
• April 11, 2000: Issuance of 401 Water Quality Certification from John Dorney. DWQ
Project #: 000259. Allowed dredging of lower pond at Wimbledon Subdivision.
• June 6, 2000: Issuance of NWP 26 from Todd Tugwell. USACE Action ID: 200020528.
Allowed sediment removal from lower pond.
• February 6, 2006: Todd Tugwell spoke with Jay Keller. He recommended submitting a
PCN since the impacts are greater than '/z acre. We are allowed to remove only the
sediment. He recommended draining the pond, allowing it to dry for a few weeks, and
then remove sediment down to original grade. Machinery is allowed inside the pond.
Monte Matthews is currently in charge of Wake County.
• March 6, 2006: Eric Kulz (DWQ) met with Jay Keller, Ed Sconfienza, Carol Parker, and
members of the Wimbledon Homeowners Situation.
• June 14, 2006: Wimbledon Clubhouse succumbs to flooding. Approximately _2 to 3 feet
of water within and around clubhouse from adjacent tributary. Upper pond floods
Coorsdale Drive, tennis courts, pool, and clubhouse areas.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
Page 4 of 10

VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: The proposed project will result in
approximately 2 acres of temporary pond and 150 feet of stream impacts. The resultant
project will provide maximum stormwater capacity for the pond and significantly reduce
flooding potential of the clubhouse structure. No wetlands impacts are proposed.
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
sennrntely list imnncts due to hoth structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) ( es/no) (linear feet)

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property:
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
mrnct he included To calculate acreage- multinly length X width. then divide by 43.560.
Stream Impact
Number
(indicate on ma)
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Impact Impact
Length
(linear feet) Area of
Impact
(acres)
300 UT to Long Stream Stabilization Intermittent -6' b/t banks 150 0.02
400 Long Branch Stream Enhancement Perennial 10' 30 0.01

Total Stream Impact (by length and acreage) 180 0.03
Page 5 of 10
Z
Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
(indicate on ma) Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.) Area of
Impact
(acres)
Upper Pond Long Branch Sediment removal pond 2

Total Open Water Impact (acres) 2
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.03
Wetland Impact (acres): 0
Open Water Impact (acres): 2
Total Impact to Waters of the U.S. (acres) 2.03
Total Stream Impact (linear feet): 180
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond:
VII. Impact Justification (Avoidance and Minimization)
Expected pond surface area:
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
watering, irrigation, aesthetic, trout pond,
Page 6 of 10

The proposed impacts to the upper pond is temporary and will significantly enhance the
stormwater capacity and biological functions of the pond. Approximately 1 acre (1/2) of the
pond is within 2 feet of the surface and the below roadway has suffered from above dam/road
flows and fish habitat has severely diminished.
The proposed impact to the tributary to Long Branch is necessary to prevent flooding to the
adjacent clubhouse structure
The proposed impact to Long Branch is necessary to re-stabilize an impacted stream bank to
prevent future flooding to the two homes. The removal of the large Maple tree above the root
ball will minimize damage to an existing adjacent stormwater outlet.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmgide.htmi.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
No mitigation is proposed Impacts are allowable without mitigation
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
Page 7 of 10

[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
The proposed berm located between the clubhouse and stream will be placed in an
existing landscaped area Areas surrounding this stream include (from south to north):
clubhouse patio landscaped bed, foot-bridge, and maintained lawn.
The removal of the three trees for the stream enhancement (Site 400 is required. Though
the "Removal of individual trees which are in danger of causing damage to dwellings, other
structures or human life" is an exempt activity per the DWQ "red book," we will recycle these
trees on the site for maximum benefit.
Page 8 of 10
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Miti ation
1 450 3 (2 for Catawba)
2 1.5
Total 450
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please at
within 15A NCAC 213 .0242 or .0244, or .0260
:ach all appropriate information as identified
Not applicable.
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss stormwater
controls proposed in order to protect surface waters and wetlands downstream from the property. If
percent impervious surface exceeds 20%, please provide calculations demonstrating total proposed
impervious level. No change or increase to impervious surface area is proposed. Appropriate
sediment and erosion control measures will be employed in order to prevent downstream
sedimentation impacts to waters or wetlands.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
No wastewater will be generated.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No ?
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
Page 9 of 10
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2 o.enr.state.nc.us/newetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
,7/?/A,- 6
Al"cant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 10 of 10
AUG-31-2006 10:39 INTEGRATED DESIGN
919 839 2255 P.02%02
August 9, 2008
TO: Keller Environnle131181
124 Walters, Wsy
Youngovifle, North Carolinas
27596
FROM: Mr. John Nunnally
President
Wimbledon Homeowners Assoc.
PO Box 1106
Woke Forest. NC 27587
1, John Nunnally _, as a representative concerning the 6.Z3-ac-re..
tracts at Wimbledon Subdivision In Cann NC do hereby authorize and give
permission for Keller Environmental to represent or act as agent on our behalf and
allow the COE or any other regulatory agency to go on the property with a Keller
Environmental representative for such purposes as necessary to perform the job tasks.
The Wake County Parcel Numbers for these three parcels are; 0762681356,
0762680539, and 0762589082.
,41 *
Mr John Nunnally
President
Wimbledon Homeowners Assoc.
Cary, NC
P-0-of oL
Date
TOTAL P.02
TOTAL P.02

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Cory Porkwoy
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SEABROOK AVENUE ~;W' t'~~p g~~~
SITE ~a~ ~~~t~ sm~~ ~ ~
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- EE SITE 400 c
. FOR CHANNEL E I ~ I ~ O to to ~ w
s ~'R~' STABILIZATION NOR P p,~(N VdP~ I !Y ~ t~0 N ~ z P'(N I N N a
~ ~o~~ ti~ - ~ R 10G~4 ~ N ai a a R ~cJ v
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~ ~ - - GENERAL NOTES U
~ - - - - 1, ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF CARY AND
~ ~ ~ ~ THE STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS.
~ - - CI
2. CONTRACTOR SHALL HAVE NORTH CARQLINA ONE CALL (t-800-632-4949) LOCATE ALL EXISTING UTILITIES ~ ~ I PRIOR TO BEgNNING CONSTRUCTION, p
~ I
3. CONTRACTOR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND NOTIFY THE ~ ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING CONSTRUCTION, ~
~ / x ~ ~ PARSON LANE n ~ OI NV LANE D 4. TOPOGRAPHIC SURVEY INFORMATION FOR POND AND CLUBHOUSE IS FROM A SURVEY BY KENNETH CLOSE,
~ - - INC,~ REMAINING TOPOGRAPHY AND BOUNDARY IS FROM WAKE COUNTY GIS AND HAS NOT BEEN FIELD ~
~ C VERIFIED,
R~ \ ~ ~ TI A CONF RM TO A.D.A, STANDARDS,
G~ D 5, ALL CONSTRUC ON SH LL 0
~R BOROTR Q I COURT 3 I ~
x
ti DRYSDALE CT a I D
a w
~ r ~ ~ Z
' I O CONSTRUCTIO SEQUENCE
w ~ V ~ \ I
~ ~ U 1. OBTAIN GRADING PERMIT.
Ul
_ O Z _ _ 2. CAII 469-4347 TO SET UP A PRE CONSTRUCTION CONFERENCE. CONFERENCE IS REQUIRED PRIOR TO ANY
Z O ITURBAN COORS AL DRIVE LAND D S CE. D E W
U I 3. INSTALL CONSIRUCTION`E"i~ItANCE, ACCESS DRIVE, SILT FENCE AND TREE PROTECTION FENCE, AS SHOWN
O ~ ~ ~ R NLY AS NE ESSARY 1 INSTALL THESE DEVICES. ON APPROVED PLANS.: CLEA 0 C 0 Q
Y~ ~ (n Z
~ ~J Q L`1 CALL 169-4347 FOR ON-SITE INSPECTION BY CONSERVATION INSPECTOR. IF APPROVED, DRAIN POND J OPEN GATE VALVE, GRAM TO EXISTING CMP); INSTALL GRAVEL AND RIP-RAP HORSESHOE FILTER. ~
Z t D' Q
Z ~ ~ \ I 5. MAI CES AS NEEDED.
~ COMMON Q OPEN SPACE V,I A \ _
of ~ ~ U UR 6, WHEN POND BOTTOM HAS STABILIZED. BEGIN GRADING AND HAUL AWAY ACTIVITIES. ~ D Z Z F- O W a
N 7. WHEN GRADING IS COMPLETE AND ALL AREAS ARE STABILZED COMPLETELY, CALL FOR INSPECTION BY ~ ~ ~ Q I -J a
~J Z A CONSERVATION INSPECTOR. Q, Z Z - ~ -
\ ~ O ~ I a az
\ ~ 8, IF SITE IS APPROVED, REMOVE TEMPORARY EROSION CONTROL MEASURES, DEMOLISH/REMOVE HORSESHOE U C W Q L FILTER AND SEED OUT ANY BARE OR DISTURBED AREAS AND CLOSE DRAINAGE STRUCTURE GATE, ~ a W ~
W~ W - aJQ ~ ~UU
WD ~'o
I op
~ so 1 - - ~~F DWG BY: WDB
CHRiSiIANBURY LANE IBURY LANE CHK BY: EFS
I r~ ~ ~ i
NOTE: SEE SITE 200, SIZE 300 & SITE 400 FOR SITE SPECIFIC CONSTRUCTION SEQUENCE REQUIREMENTS
ISSUED:
Aps 28 AUG 2006
F~
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/ 1
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~ . OPEN ` ~ . _ SEE SITE 300 ISPACE~
` ~ FAR CLUBHOUSE
- CHANNEL M~ FICAT
~ l w
~ ~ o z
• ~ a J r © Copyright 2005
- ~ This document and the
~ ~ s design are the property of
Integrated Design, PA Any reproduction without
v ~ ~ ~ - o asq prior written consent is
prohibited.
~ / E SITE 300 i Dwg scaled for 34x22 plots ~ i
F SECONDARY ~
~ ~ OVERFL W MUDIFICATION (SEE SITE 200, ~ 300 & 400 FOR INDIVIDUAL AREAS)
~ QI. OVERALL
QI SITE
PLAN

~ ~ JOB CODE: WSPC2
/ ~ ~
~ ~
SCALE: 1 = 100
0 100 200 300 400
~ ~
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2 3
~ 5
ADJACENT PROPERY OWNERS
1 N/F WIMBLEDON H~ME~WNERS ASS~C, 1. OBTAIN GRADING PERMIT.
PIN # 0762(07)68,1355 DB 04491 PG 0461 2. CALL 469-4347 TO SET UP A PRE CONSTRUCTION CONFERENCE. CONFERENCE IS REQUIRED PRIOR TO ANY
LAND DISTURBANCE.
2 N/F WIMBLED(N HOMEOWNERS ASS~C,
PIN # 0762(07)68,0539 3. INSTALL CONSTRUCTION ENTRANCE, ACCESS DRIVE, SILT FENCE AND TREE PROTECTION FENCE, AS SHOWN
DB 67611 PG 0602 ON APPROVED PLANS. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES. ~~~~~rp~oa~e~r, v
ua$~ ~9~~pp ~t ~iA
3 N/F WIMBLEDON H~MEDWNERS ASSOC, 4• CALL 4fi9-4347 FOR ON-SITE INSPECTION BY CONSERVATION INSPECTOR. IF APPROVED, DRAIN POND mfg .d4Qq¢~J~ N. W (~/~j{j,•
PIN # 0762(07)69,0041 (OPEN GATE VALVE, DRAIN TO EXISTING CMP); INSTALL GRAVEL AND RIP-RAP HORSESHOE FILTER, DB 04491 PG 0461 5. MAINTAIN DEVICE A u~~}Ml ' 3 6 a'° ~ ~a .1a
S S NEEDED. b
4 N/F DAVIS, DEBORAH 6. WHEN POND BOTTOM HAS STABILIZED, BEGIN GRADING AND HAUL AWAY A T 0 p1V~V 3 M~~
C IVITIES. 100 LACGSTE LN, ~ ` a, C(h~. a, q,~
PIN # 0762(07)58,9423 7. WHEN GRADING IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL FOR INSPECTION Y B ~ r~~~F e~
DB 11561 PG 2148 CONSERVATION INSPECTOR. 4~~du iJ t~~\ °89'~~43i1~a ~ r' rx~p(/ ~ ® l~J
5 N/F DAIS, R~ME~ 8. IF SITE IS APPROVED, REMOVE TEMPORARY EROSION CONTROL MEASURES, DEMOUSH/REMOVE HORSESHOE `J
102 LACGSTE LN, FILTER AND SEED OUT ANY BARE OR DISTURBED AREAS AND CLOSE DRAINAGE STRUCTURE GATE.
PIN # 0762(07)58.9530 0 Q ~ ~ ~ ~ ~ 0l0 cON 0 w
DB 11207 PG 1041 I ~ Q~ tONU z
cN N~Q a - ~
6 N/F FEDERIC, DONNA 104 LACGSTE LN. ~ ~Z U ~ I r ~ m~~ w
PIN # 0762(07)58.9527 ~ 0» ~ z
D DB 9103 PG 1383 'u~i 3 Z '-o x3 w
~v , 3
7 N/F CHOUDHARY, ABDUL & JASMINA - -
106 LACGSTE LN. T U
P 4 IN # 0762(07)58.9623 DB 7622 PG 474 Q TREE PROTECTION FENCE ~
ALONG TREELINE ~ ~
8 N/F DREW,JEFFREY & KATHLEEN C71 \ (+/-735') / •y
5 108 LAC(JSTE LN, ~ GRAVEL / ~ D
PIN # 0762(07)58,9619 ~ CONSTRUCTION ENTRANCE / •CI I
DB 6938 PG 277 Y~
9 N/F MORRIS, VERNON Q HORSESHOE I ~ ~ 6 I Q ~ a+
110 LACGSTE LN, ~ FILTER 10 •
PIN # 0762(07)58,9706 ~ (3' MIN HIGH) G 9 I 8 7 ~ - I f
DB 11396 PG 1730 I ~
/ BL STA 2+45.0 SAN MH ~ I I g I
10 N/F EDWARDS, KAREN ~ ELEV = 400,81 FRENCH DRAIN (40 LF F ~
112 A ~ W/4'PET RPt ' L CASTE LN, 0 1 0 ) 1 0') BL STA ~+01.0 ~ + / SAN MH l~ STA 5 90.1, 2.0 T,
PIN # 0762(07)58,8692 DB 8 47 ~ ~ a ~ 3 PG 2143 ~ ~ / n ~ - ~ SAN MH ~ ELEV 403.27
, . - ELEV = 401.62 I
~ + / + - - 11 N/F TIERNEY, DAVID & DURTHY ~ cn / / N - - + z ~ \
/ ° o ~ ~ o 0 0 117 LACGSTE LN, / / ~ ~ ~ ~ o o o ~ ~y ~ ~ _
PIN # 0762(07)68,1736 ~ ~ ~
_ DB 8885 PG 2134 / \ ~ ~ ~ / - MH \ - ~ \
12 N/F RUST, JUN & JANE ~ / ~ ~
/ G, _ 115 LACGSTE LN. ~ / ~ ~ \ \
PIN # 0762(07)68.1636 - ~ ~ / ~ \ ~ - ~ ~ m
DB 9950 P ~ - G 2206 ~ ~ ` / ~ \ \ / / \ \ \ I ~ \
C ~ ~ ~ - J \ ~ 2 \ FRENCH aauN <40 ~ ~ ~ Q
13 N/F SCAEFER KENNETH & AMY ~ . / ~ / ~ 113 LACGSTE LN, / \ ~ ~ \ Z V/ 4 PE TO RIP RAP , \ J
/ OMITS OF C~ / ~ PIN # 07 / 62(07)68 2532 / / o 40 CHANNEL (t ~ \ \ \ ~ 0 FRENCH DRAIN (40 LF) ~ I \ \ O
/ / POND DB 5441 PG 344 r~ / ~ ~ i W/ 4' PE TO RIP RAP \ 0: + Z CHANNEL 30) \ Q
~ ~ ~ CLEANING 400 / ' ~ \ / / [ELEV 399.9] ~ \ p U
/ ~ 1 14 N/F SEARCY RITA ~ ~ (+/-1.4 AC.) J \ Do J \ ~ _
109 LACGSTE LN, / ~ ~ ~ - ~ ~ \ ~ _ ~ z ~ o W z ~
PIN # 7 8, 47 ~ 0 62(07)6 2 6 / ~ \ ( ~ ~ DB 5558 PG 493 / ~ ~ / - ~ / \ - o
/ ( I ~ / ~ l ~ A~ ~ z os \ ~ - ~
EM \ / 1 15 N/F BENNETT RANDALL & AN ` \ ~ \ ~ I JD ~ ~ 3 ~ ~z / ~ w r V ~ Q
\ \ ~ ~ / 109 LACUSTE LN, ~ l / \ \ / / N a w o!
PIN # 0762(07)68,2476 ~ ~ ~ / 11 W a~Q i ~ i
~ ~ ~ DB 5558 PG 493 \ ~ / ~ / / \ / 18 0 ~UU I ~ . ~ I
\ \ ' / / /
16 N/F TUNING, THOMAS & LAURA SEE SITE 300 FOR ~ \ / / SECONDARY OVERFl.OW ~ ~ 3 ~ / / / 07 A T ~ ~ 9 1 L COS E LN. Ir+oolFlcnnONS / ~ s ~ DWG BY: EFS
PIN # 0762(07)68.3329 ~ ~ ~ ~ ~ ~ / ~ ~ 1 CHK BY; EFS
DB 64 ~ \ ~ ~ / / 08 PG 526 ~ / ~ 1 ~
~ \ ~ ~ ~ / / \ ~ / / / 1 I
17 N/F SHELFO PETER & HOPE \ \ ~ ~ / ~ ~ \ \ \ ~ , i ~ ISSUED: I
105 LACGSTE LN, \ ~ ~ \ Z \ i ~ ~ 28 AUG 2 ~ 006 I
PN / m l / ~ I # 0762(07)68,3331 \ ~ ~ ~ _ DB 4817 PG 509 / \ / I
~ ~ ~ 1^ I
\ \ ~ ~ / ~ 18 N/F DIEGMUELLER, MARVIN & MARY ~ ~ / ~ ~ 1
103 LACUSTE LN, ~ ~ ~ ~ ~ / 13 ,
° / PIN # 0762(07)68.3203 ~ ~ - / / ~ ~
DB 10112 PG 2169 /
i 18 19 N/F HELMICK, WENDY & MICHAEL / ~ ~
B ~ ~ 101 LACGSTE LN, ~
~ 1 PN 14 I # 0762(07)68,2174 TREE PROTECTION I
DB 11841 PG 1309 FENCE ALONG .
TREELINE ~ 585' ~ _
i
/ 17 I
/ i ~ 15
r' 1 ~ ~ .
~ ~ ~ © Copyright 2005
~ This document and the
i design are the property of ~ I Inte rated Desi n PA
~ J 9 g' Any reproduction without
Q prior written consent is
C' prohibited.
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CLEANING
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SCALE; 1 ° = 40'
0 40 80 120 160

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28 AUG 2006
© Copyright 2005
This document and the
design are the property of
Integrated Design, PA
Any reproduction without
prior written consent is
prohibited.
Dwg scaled for 34x22 plots
CROSS
SECTIONS
JOB CODE: WSPC2
SITE
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ISSUED:
28 AUG 2006
© Copyright 2005
This document and the
design are the property of
Integrated Design, PA
Any reproduction without
prior written consent is
prohibited.
Dwg scaled for 34x22 plots
CROSS
SECTIONS
JOB CODE: WSPC2
SITE
201

2
3 4 5
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\ \ ~ ~ \ ~ ~ , 3NI7 SEE SITE 500 ~ ti ~ ~ ~ ~ ~
\ Ex coN1Ra s1RU ~ ~ ~ \ \ \ cnl / \ \ \ roP 402.J7 \ \ ~ OR PIPE BEDDING ' n o
\ / I ~ , ~ ~ ~ - & TRENCH PATCH DETAILS p ~s ~ e
~ \ / \ \ ~ / / ~ ~ \ / . ~j .~,,gg~ S ~'fE
i ~ ~ ~ / / \ TEMP ~ ~ ~ \ I CONSTRUCTION SPDIL ~~fy pp /dJ ° {~`y 1 8y ~ ~t ae` - _ - oo~ ~ aPo SCO as
~ AREA + ' \ \ / ~ - - ENTRANCE \ I _ \ / ~ I4 F ~ P~Pf9•9r991le$1 -~~s-__- ~ I 6L 60
~ ~ PARKING AREA ~t~, ~ \ I ~ ~ ~ 1 II CMP @ I% \ ~
1 \ (LOCATION APPROX.) ~ 1 _ \ J O
8 ~ \ ~ o o _ ~ ~ ~ \ \ (S ~ Ice ~ ~ J END OF PIPE CONTROL II STA 400+48
\ BASELINE I \ ~ I ' s~Lr f~l ~ \ W ~ ~ ~ STRUCTU~E I / _ ~ ~ ~ ~ ~ I ~ INV - 392,0 RESTORE EXIST ° ° w
FENCE / STA 300+00 ~ o m c,7 N o z - RIPRAP t24 C,Y. ~ n ua N v z L - 400.25 I N Q
_ _ PROP TOP OF BANK I \ ~ ~ i END BERM +f Ex ~ ~ IN - 393.50 I 11 Il ~ ~ ~ ~ a \ / -U
~ 2 SEATVALL CB ~ ~ / BL STA 0+ (f 70) J STA 201+25.0 f + ~ A O+QO 1 / ~ pp ~ p ~ Z of of ~ ~
(BL STA t1+00.5, 84,9' RT)f ~ \ ~ U+ ar PNOP, BfrDGE F.L =396.Of \ \ w
STA 199+75.0 {~-DETAL a BEGIN 25' TRANSITION f I f / 1 -
~ ~ ENO OF TRANSITION 9ff 500) TO MATCH EX DITCH 1 EX FOUNTA ~ / ~ ~ . r- I _ - _ x w / v 3 l m v
~p ~pQ,01 ~ Ex LP ~ STA 201+50,0 f ~ EX CON. STRU TURE ~ 1''
My • 7iy,16 ~ ~ 4 A MATCH EX DITCH f 1 f ~ OP 2,3 ~ y! ~ /II -
OFFER / flf DAM b ~ -f i 1 ' ~V 1 ~ - z I U ~ I \ ~ Q
PUMP J ~ ~ ( ~ ~L / / / i1 I 1 1 ~ ~ l :I
_ / 1 ~ 1 ~ 1 ~ 1 1 l ~ I ~ : ~ ~ ~
I y / ~ I ~ / Q I CI'~ / ~ ~
.5 ~ ~ i I ~ i ~ 1, 1.: _ - / ~ ~ . e ~ ~ .
II STA 199+50.0 ~ ENO IEAII / / 'CI 1: ~
! SEAiVAEL (BL STA 9+53.7, 88,1' RT) 3 ~ (l - ~ - - ~ ~ / ~ / ~
F.L,=399.3f -BEGIN 3 pAerrt o ' - !E I 25 IRAN ITI N T ~U S 0 0 4 FBD 3 ~ / / ~ _ a+ ~ / / / i
I ~ AQ4IACENT PROPERY OWNERS Ex. BLOC 1 Q ~ ~ / ~ 'I c ~ ~
3 ~ I ~ ~ FF . +oae , . ---€X'~ES ~ 1 0 :l o I INV OUT 400.20
i ^1 ~ BUILD SWALE TD i., I I / ~ I _ ~ O /
CHANNEL 8 2% EX BYdpf PATIO ~ ~ SILT ~i ~ ~ i. ~ o ~ ~
SEE SITE 500 FOR 4ol.o cex> Nv . x~,~o FENCE I ~ ~ II
BERM a SWALE DETAI 1 LS 402.0 GRADE AREA BEHIND I~ ~ 1
BERN TO DRAIN 1 N/F WIMBLEDON HOMEOWNERS ASS~C,
PIN # 0762(07)59.8313 Assoc, ~ / , ~ Z
DB 04491 PG 0461 O b
1 / ~ ~ -
T U AR A A ~ _
BENCH MARK TOP OF SPIKE > ELEV=405.48
o m . x , A; 9 aD
w SCALE; 1 = 40 (H~
SCALE: 1" = 40' H Q
° a 0 40 80 120 160 NORTH = 4' (V) U) z
r- ~ ~ ~ ~ NORTH 0~ J 40 80 120 160 O
~ ~
o: Q
O ~
N S~ ~ D = Z Z F-
415 ~ Z - O W a
W ~ m ~ J ~c~o a azz
Nz _ _ a az
~ JW m m ONSTRUC110N SEOUEN .F 415 ' ~ ~ wQ~•
o I o 415 415 N w ~ 415 w - a~Q
a N 1. OBTAIN GRADING PERMIT, 1 +o +x O ~UU
~w 410 N ~ N = 2. CALL 469-4347 TO SET UP A PRE 1, OBTAIN GRADING PERMIT.
~ CONSTRUCnON CONFERENCE. CONFERENCE 2, CALL 469-4347 TO SET UP A PR DWG BY: EFS
vii ~ u~i ~ IS REQUIRED PRIOR TO ANY LAN I D D STURBANCE, E CONSTRUCTION CONFERENCE. CONFERENCE CHK BY; EFS
~ IS REQUIRED PRIOR TO ANY LAND DISTUR A B NCE.
410 3, INSTALL CONSTRUCTION ENTRANCE AND SILT FENCE AS SH 410 410 ~
OWN ON APPROVED PLANS, CLEAR ONLY AS NECESSARY TO INSTALL THESE 410 3, IF APPROVED, BEGIN PIPE INSTALLATION, N o PROVIDE PIPE INLET PR ISSUED:
DEVICES. ~ OTECTION (SEE DETAIL) 0 01 Wp IF PIPE IS OPEN AT END OF DAY. WHEN PIPE 28 AUG 2006
405 o ~ M ° a INSTALLATION I S COMPLETE, REPAIR ROAD
4, CALL 469-4347 FOR ON-SITE INSPECTION BY ~ CONSERVAnON INSPECTOR, IF APPROVED, INSTALL AND INSTALL CONTROL STRUCTURE. PROVIDE PIPE ~ J> ~ INLET PROTECTI
~ N COFFER DAM & PUMP UPSTREAM OF CONSTRUCTION ~ r, _ rn _ ON WHILE CONTROL STRUCTURE IS EX, S/W BEING UNINSTALLED (SEE SITE 200 FOR EROSION
405 AREA. PUMP STREAM FLOW AROUND AREA OF
coNSTRUCnoN. 405 405 EX. C&G CONTROL IN POND). 405
~ 5. STABILIZE DISTURBED AREA OF CHANNEL 4, WHEN CONSTRUCTION IS COMPLETE AN D ALL
x (INSTALL FILTER FABRIC k RIP RAP AT THE N 400 W ) E D ~ ~ EX, AREAS ARE STABILIZED COMPLETELY, CALL FOR
OF EACH DAYS WORK, B GRADE INSPECTION BY CONSERVATION fNSPECTOR. EX, W/L
~ EX BRIDGE 6. WHEN GRADING IS COMPLETE AND ALL AREAS 5. IF SITE IS APPROVED, REMOVE TEMPORARY
TOP OF BANK LEFT) 40Q ARE STABILIZED COMPLETELY, CALL FOR INSPECTION EROSION CONTROL MEASURES, DEMOLISH/REMOVE
_ BY CONSERVATION INSPECTOR. 400 ~ _ ~ CREEK 400 HORSESHOE FlLTER AND SEED OUT ANY BARE OR 40Q DISTURBED AREAS AND CLOSE RA D INAGE STRUCTURE
~ GATE.
~ 7, IF SITE IS APPROVED, REMOVE TEMPORARY
395 ~ ~ EROSION CONTROL MEASURES, DEMOLISH/REMOVE ~ HORSESHOE FILTER AND SEED OUT ANY BARE OR
~ ~ DISTURBED AREAS AND CLOSE DRAINAGE STRUCTURE 1
GATE.
395 ~ 395 © Copyright 2005
395 This documen 395 t and the design are the property of
PORPOS D ~ OF EEK Integrated Design, PA
390 Fkisr ' Any reproduction without prior written consent is
prohibited,
Dwg scaled for 34x22 plots
390
390 390 390 CLUBHOUSE
148 LF 60' CHANNEL AND
M
385 OVERFLOW
199+ MODIFICATIONS
roe caaE: WSPC2
385 200+00 2oT+oo 202+00 385 385
299+00 299+00 300+00 385 301+00 302+00
CLU~IOUSE CHANNEL MODIFlCATIONS
R I

Z 3 4 5
~ ~ ~
\ ~ \
\ ~
/ ' \ / /
11 / ~ I 1\ O - - / ~ ~ / ,~~gy9~t~i!!P&~S qtl /~"~'~)JPr
~ r . r . ~~~ry9 °'J~~IJ(, jo/off 'a l~. anan ~ ~ b tl
t / - / o r
a ri ~vt~3+ #a ~ ~ `4 ~ ~
a \ a
°r ' j~ ° f{t~tl~ ~ a n 'n e. ,h a Cy ~
`R S v. 7 y „ ^,r , „r C,~^,v
a*A x,, ~ :J~~`~i'''
l s >r;, I':: GENERAL NOTES
~ Zg(ob 8
I I ACCESS TO WORK AREA i. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE
I TOYYN OF CARY AND~THE STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS. p ~ ~ ~ ~ ~ ' O to IS AROUND EXIST HOME a ~ ~ N o Z
1 COURD W/ HUME OWNER 2, CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (t-800-632-4949 LOCATE ALL ~ N ~ N U Q } ~ N 47 d ~
~ ~ ~ \ \ AND REST RE TD EXISTING UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ,L U r~ r~ ~ , ~~a
PRE-WORK CUNDITIUN 3, CON T ~ z ~ ~ i TRAC OR SHALL VERIFY THE LOCATION AND DEPTH OF ALL EXISTING UTILITIES AND O ~ ~ w
NOTIFY THE ENGINEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING Cn ~ ~ z CONSTRUCTION. ~ , , ~ ~ 3 z
o ~ \ ~ O 111 ~ , 'I - _x~ w
I~t° 3 I I 4. TOPOGRAPHIC AND BOUNDARY IS FROM WANE COUNTY GIS ANb HA5 NOT BEEN FIELD U
VERIFIED. w
~ ~ U I = S, ALL CONSTRUCTION SHALL CONFORM TO A,D.A. STANDARDS. ~
~ \ \ ~ ~ i ~ WORK AREA ~ ` ,1 ` , \ Q i
\ QI / ~
Cf~ ~ CL1
~ / ~ \ \ REM VE EX. MAPLE\ ` / ~ / D I
~ I ~ ~ \ (ROOT BA~L TO REMAIN ~ ~ 'O
IO / ~
~ ~ ~ ~ ~ ~ ~ ~ Roor WAD -LOCH OI
\ ~I ~ AS DIRECTED BY NGINEER / i` ~j~/~j.~ I \ J \ / ~ <SEE DETAIL - S TE 300) ~ j% ~ / • / ~
\ ~ . ' ~ ~G~ i /
/ PERY OWNERS
~ 1 N/F ROMAN, THOMAS & ADELINE
\ ~ 129 WILANDER DR. ~ ~ ~ ~ PIN # 0762(07)69,246
~ 2 Z
~ ~ DB 11164 PG 1943 \ ~
1 \ 2 N/F NUNNALLY, JOHN & ALICIA
~ ~ ~ ~ ~ ~ ~ I ~ / ~ 127 WILANDER DR.
~ / ~ ~ ~ ~ I 1 ~ 1 ~ - \ ~ PIN # 0762(07)69.2313
~ DB 10009 PG 0679 -
0
3 N/F W M I BLEDON HOMEOWNERS ASSOC. m P IN # 0762(07)59,8313
DB 04491 PG 4 I 0 61 d
i 1 t~ _z
I ~ ~ 4 N/F WIGGINS, JOSEPH & CHARLENE
~ ~ - X10 CONNORS CIRCLE ~
~ z ~ PIN # 0762(07)69,0440 Q
r i - ~ DB 06071 PG 09 U 80 Q
\ ~ _ 5 N/F HALEWOOD, JOHN & GRACE Z ~
~ ~ O W Z ~ _ 209 CONNORS CIRCLE - p
~ PIN # 076 (7) ~ d U p 2 0 69.0531 a Z Z
DB 11754 PG 1011 - ~ - ~ ~
~ I I I ~ I ~ ~ REMOVE EX. PINE (2) ~ / ~ ~ wz~" U ~ Q
~ ~ ~ ~ ~ OUSE FOR ROOT WAD) / / ~ \ i ~ 6 N/F STRATFORD APA TM ~ a w ~ I R ENTS w - d~Q / PIN # 0763(19)60,3239 0 ~ U U
DB 11430 PG 2482
\ 1
7 N/F RHODES, THOMAS & TERESA DWG BY: EFS
I ~ ~ I ~ I ' I I / 128 WILANDER DR.
~ ~ I ~ PIN # 0762(07)69,3522 CHK BY; EFS DB, 61444 PG 0150
f ~ ~ ISSUE D i
~ ~ ~ 28 AUG 2006
\ ~
~ ~ ~ I~~ i I ~ ~i. O i
~ ~
~ ~ 1 i
i i ~ ~ i i~ , I i i~ i
I ~ i
1 i
/ ~ I I I I I ~ I i~ i
~ i ~ ~ ~ ~ i
~J . ~I 1-~---------------_~ r ~ ©Copyright 2005
rte/ ; i I I ~.1~ ~ This document and the
I design are the property of
Integrated Design, PA
Any reproduction without prior written consent Is
prohibited.
Dwg scaled for 34x22 plots
CHANNEL
S T ~ STABILIZATION UR , B D AR EA , 01 A C.
PLAN
JOB CODE: WSPC2
SCALE: 1" = 20'
0 40 80 120 160

2 3 4 5 UPSTREAM END OF
STORM DRAIN ~
NT
26" I/J PIPEE i. CONSTRATOR TO SUBMIT SHOP DRAWINGS FOR BRIDGE ° o dAMETER
- AND FOOTINGS, ® ~ a a o
EXIST GRADE 12:1 (MAX) Pa °
EX ELEV, 400,45 EX EL 2. DESIGN SHALL BE SEALED BY REGISTERED ENGINEER y AND ARCHITECT, ° ~ ~ EX ELEV. 400,35 eoTroM
BURY FABRIC 1' " X
i~ Q TO C 3. DESIGN SHALL BE CERTIFIED TO MEET BUILDING CODE ~ "'~~~-~~~=1II=III-IIH~ iii=iii ~iI=III=III- TO CLUBHOUSE AND ADA REQUIREMENTS. I _ _ _ _ _ I
4~ TO PARKING ~ - 3/4" E)RERMxt
\ 4. WIDTH OF TRAVEL WAY SHALL BE 6~ CLEAR. ~ 9E pYROTE ~ ~ ~tttTeTFT~re~, EACH DAY M ACCORDANCE MITH THESE ~AOro~
pETAITn STEEL FENCE PLYWOOD INLET PROTECTION ~ POST (IYP,I w'Aw"rv~1 ea".gga[[~~~~tv+.°~+ef/~,~gm°o
' RAP "MIN P CLASS I RIP (30 DE TH) EX CONC S W FILTER FABRIC q9x. ~I.a~A31~ 'aa•p ~~m UPSIRFJIM END OF OVERFLOW w ~ ~ as
I SiCRM DRAIN e ~,~'°o ~ EX CONC S/W
0 9
e ~ a r ii o u ° ° OVVAETER ®C2~j °e t~~~r/I1 p ty ; J~\~~C"
I- 4' .000 a P •e°.s> y
0 0 0 0 ry~~. ,7~~~ ~yy,_
f MWSIEO STONE FILTTR ° p' ~ ia.s . ;.;s:~% ACROSS PIPE INLET a
A 4 N.T,S. BRIQGE C AI BRIDGE D T L ~,~~~r~~ ~-III-~~~-I~-~~~- III-I~~-~~~-
N.T.S. ~ ~ ~11-JT-i -ln ~r~Fi-~f_ v ~ ao u7 ~ N.T.S. ~ ti a 5 ( a O ~ Ln ~ ~ 1 1 l l l l ~ oLO LON ~ z
if l~ l~ U 0'I~ LONV
Or?TE DESC1bPP1A0FF U ~ ~ ~ N cV rn d a
SILL = 400.25 STONE FILTER INLET PROTECTION ~ ~ ~ ~ o ' a Z of ai I ~
VALVE CONTROL 12" CMU WAILS WHEEL (GROUTED FULL) r W ~ ~t ~Q1~ Z
EYEBOLTS PROVIDE CONTINUOUS PIPE INLET PROTECTION PLYWOOD AND STONE 12 ~ „ 3 z
LADDER TIES ~4 REBAR T RNAT URSES ~o _x3 W F~°.3
p ®16" 0 C ALE E CO U w
h 2
RETAINER GLAND 402,0 (TYP) U Q
8" D.I,P, 12"
60" CMP Q~ EXIST
ELEV 394 9 INV=394.9 I 5 ANd SigIAOOFBE~MN ~ xN 5 AIR CDND o.so x o,wx, ANO NA%. ~ PLANTNO DETAILS d1
- - 1 UNIT aF 1,25 x orAx Q I EX. BLDG FF 400,8 'O
2'X3'X4" CONC, SLAB INV=393.5 - - - - _ _ - - FFENCH .L Fuu aFwIEL ANCHOR ROaf
" P UG VALVE ° 8 L ' . 26• SWALE TD EXIST GRADE
" CREEK @ 2% SWALE BEHIND BERM BEHIND BERM 01 I ~
6 TD EXIST GRADE EXIST GRADE h~. ~
NON-SHRINK GROU
3000 PSI CONCRETE a" D.I.P. CLUBHOUSE BERM DETAIL ANCHaR aoac PgNT
4 REBAR g 12" O.C. N.T.S. BAR POOMiR Loo
(BOTH DIRECTIONS) 1, OR ROCK
r'~ ~ _ r ^ t 1~i 0[ ~ ~ ~ ~A~, ~ M10M NALL C ?1M, Of F001ER MUST BE BELOW CHANNEL BOTiCN PItff1LE VIEV
• ~ ' ~ ree ~~l pass nr r I-tq earalttz a °>E ttle~t eaANl: CLEAN TOPSOIL (4' MIN)
IY I• f00TER LOO, PERPENdCULAR
L; • . Pled', EfoBT, PMT. FINISHED GRADE O RDOi WAD (RW)
( , . 2'X3'X4" CONC. SLAB • WOVEN FABRI GRADE PER PLAN NOT TO SCALE /f V1
t 8' e• troNE (AMOCO 2006 ALL SiRUCR1ES TD N: COISTNICIED
8" DIP ~ s~ I w ~ lso~ DR EQUAL) ro VITI0I1 r FOOT ff DESfoF ODEFFStuFa LAP JOINTS 6 FooTER Loa PFAPExoIaILAM
60 CMP • _ ° ~ ec o>tMeRAa AMTERIAI oll ~ NOTE B11 1NIB 10 R INFI Old M 11! /lIEOI ~ 11[ TO va0arr KCTa1 ~ EIGIIER. Q
ROMlIE FTU ro PREtIENT sEnLEMEN? I~ , V V M
( ~ ~ PPE - PP[ 4' PERFORATE ~ W PIPE W/ FABRI i
• NOTE I WRAP (1/4' PER ~ Q
; ;~I PFE pp, PROVIDE PLOWABLE PIPE pA, I E + ta" FILL TD C/L DF PIPE + t8" FT TD OUTLET) ~ Z J
, C ~ ( FULL WIDTH OF R/W VASHED a STONE
L__~~_.:1-----J
CONCRETE PAVEMENT ASPHALT PAVEMENT UNDISTURBE Q EARTH O U
pa =
PLAIN VFW ,r ~ z Z ~ 12 MIN, Q W ~
IIR fIN11C~ iq N81 t. IIIF SD FENCE dt 1REE PIIdRCTgN FENCE UP t` O !AR[Irt ON !RE TO ENSURE CONBTRIICIION ENTRANCE IS UREA, ~ d
ALL PAVEMENT CUTS 9FIALL BE IflA1tD CaMd~R '~lK11 AITPIIAIi MIIIIN A IMI7MIY OF TIIIEE (3~~Q~INf~6 F11011 11E SII~LIE IYILL Oll'r OUFENC Z. i OOIISIIMICTIDN ON 111E SRES Alt 9UCH THAT Z Z
011E flE CUT IS 1YIDE, i 0011110116 00 IqF NCEEIEMf 1 YNIEN ASRMET CONTROL STRUCTU Pawn A PEgeIAEN? RI;PAIt wnM TiE ala PLANTS ARE N01 a~rrN~ ,t „ THE ARID N NOT REMOVED BY THE VENNXE 1RAVEL- ~ ~ Z NFG OVER iNE S1OFE, THEN THE TARES OF THE W y'
• " Ills esq ~ LNRI, PER1R991ON ip PANE A TEMPONAIIr SCALE: t/4 = t -0 ~ FROM ~ 10RN ~!A-0' 110E TO ~ USTb' 23' Q ~ OF U ~ Q EXF511Nt 11at dA RAAUAaIo PR'OP09ED STREET, ~ BE Nu15HED BEFORE ENTERING THE W ~
eMe AtNI* ROAD/1 . AANCFEVER IS W J Q TStEATER, a IF A PRQIECT CONRNUES lb PULL MUD ANA OEbltlS ~ ~ V V
• S , No, ON TO tME PUBLIC ROAD, iTE GOVERNINTi AUIFIORIiY ~ MALL CLEAN THE ARG AND NIYOICE iNE FMAFt(~ALLY
' STANDARD TRENCH AND PAVEMENT REPAIR SECTIONS • , 50 N..S. REBPONBIBI.E PERSON A$ INDId1TED ON TFIE FlNANCUO. RESPONSIBMY FORM,
DWG BY: EFS
CHK BY: EFS
NOTE: BEFOFd PLAN NOTE: BEFORE AND DURING CONSTRUCTION, THE PROTECTED 6TgIR0 AREA ADJACENT TO THE TREES
TO BE PRESE THESE TREE I TO BE PRESERVED SHALL BE DELINEATED BY A PROTECTEE FENCE N 1HE FA•1D. THESE TREE PRESERVATION REGULATIONS ARE SUBJECT TO THE CURREFIT ALTERNATE MERIOOS
OF COMPLIANT OF COMPLUUVCE NOW ALLOWED, ISSUED:
Js' w,,, I~, NETT coNSTRUCtroN 28 AUG 2006 ETES'NIS ROADWAY
1. CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP
OVER AD4ERSE SOIL CONDITIONS, r AVAN.ABLE. SEEDING SCHEDULE (REVISED: t-t-ee) n ~ 1Z' MM, 40 40 M MN,
2. RMP THE ElfTNiE AREA TO 6 INCHES DEPTH. I«- Shoulders, Side Ditches, Slopes (Mox 3:1)
3. REMOVE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS • 2011 Zona Protectors Para ~ -
LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. HATE TYPE Puxnno-RATE y Aug 15 -Nov 1 Td Feecw 300 Ibs/oae , ~ x " Troe PmtocaoII Atea = FABRIC UNDER BroNE Los Arboles BD
4. APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE Nov t -Mar 1 Tal Faale 300 Ibs/oae ~ h M NO'j' DAh CROSS SECTION
UtiORMLY AND MIX WITH SOE. (SEE BELOTY'). t Atnazt Rye 25 Ibs/oar h Ibr 1 -Apr 15 TaA Fescue 300 Ibs/ape ~ Prohlbldo Entrar ~ssmg
S. CONTINUE TILLAGE UNTIL A YtIELL-PULVERIZED, FIRM Apr t5 - Jui 30 Nurrd Common Bermudogroa 25 Ibs/oar REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES Jul 1 - Auq 15 Td Faces and 120 Ibs/oae
DEEP •••&anlop MiAet 35 Ibs/oae s~ o~rl~. saw oEt~n.
B ~a Sorghum-Sudan tlybrida 30 Ibs/oae 6. SEED ON A FRESHLY PREPARED SEEDBED AND COVER. SEED CONSTRUCTION ENTRANCE 7 WEATHERPROOF SIGN AS SHOWN A80VE: SEE NOTES
LX,'HTLY taTTH SEEDING EQtAPMENT OR CULTIPACK AFTER SEEDING, Slopes (3.1 to 2:1) BELOW FOR CONSTRUCTION AND SPACING DATA. DpµGE~ try RESISTANT,
7. MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH, Mort - Jtsr t Srrioeo UePedeza (scoriF,ed) 50 Ibs/sue HK;fI-TENSILE STRENGTH, POST MAY BE ER'NER 4' 010. PINE, 2" POLY BARRICADE FABRIC.
8. RMSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR R dA. OAK OR 1,33 Ib STEEL.
RfSEEDAIGS WITHIN THE PLANTING SEASON. IF POSSIBLE, IF (Abr t -Apr 15) Add TaA Fexue 120 Ibs/oae STAND SHOULD BE OVER 60X DAMAGED, REESTABLISH FOLLOWING (Mor 1 -Jun 30) Or Add MwDln9 Lovegroee to Ibs/roe (Mor 1 -Jun J(I} Or Add Ruled Common Bermudogreu 25 Ibs/sae
ORIGINAL LIME, FERTILIZER AID SEEDING RATES. Jun t - Sep i ~•eTol Fescue erM 120 Ibs/sae , F ~ MIM ~ ~ 5 O.C. MAX. f 1 / I
"•Rro+Mop Millet 35 Ibs/an 9. CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATMENT 1ebr Sorghum-Sudan HTb~ids 30 Ibs/sae I'-'I sIGN , . ~!AM~K+'~ © Copyright 2005
A!q FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. Sep t - Mar I Saba Lrprdrza (unhuuad-umcornkd) 1o Ibs/oen COVE MOULDING and Tol Farar t2o Ibr/aae TYo¢ ~ Aia \ This document and the
SHAPED BRICK CAP i r APPLY: AGRICULTURAL LIMESTOIr£ - 2 TONS/ ACRES (3 TONS/ (Nov t -Mar 1) Add Abruztd Ryr 25 Ibs/sae l>e Brer ~ - . ' design are the property of
c~i ACRE IN CLAY SOILS) CMU CORE w/ BRICK o FERTILIZER - 1,000 I~, /ACRE -10-10-10 Cenadt Ceneervotion Ergnw a Sel Crrrrrvation Service fa odditlonel mfonsrlien / 9/ ~ Integrated Design, PA 'a ~ ~ ~ Mlpl x r Nql ~ ~twtu Any reproduction without
coneemtnq other ofterrroYna la vrgrlalbn of denuded aroos. The above regrlseon VENEER ~ SUPERPHOSPHATE- 506 Ibs> /ACRE -207L ANALYSIS rates ero those which do well undrr best oond'itiona; other sewing rote comMdions N Z / ~ prior written consent is
COMPACTED FILL MULCH -2 TONS /ACRE -SMALL GRAIN STRAW ANOTHER are poedbls. '•'Temporory - Rested oeeonding to optimum eeoton for desired ~ prohibited. j .,''»f'4,,
OR SIDEWALK -ASPHALT EMULSION ®300 GALS./ ACRE permanent vegetotion, Do not do. taspaory cover io grow over 12" to haigM ( ) GRADE LEVEL 18 (MIN) betorc mowing, otherwise face nay !e fhoded out. iv Dwg scaled for 34x22 plots
GROUT FILL CELL-- ' / //j~//~~//~~//~~ e / ~ suecRAOE PERSPECTIVE VIEW
BELOW GRADE - \ a / / DOWEL TO FOOTING ~~~/~~/~~~j~~/~~~j~~j~~ A~jA~j ~ ~ / ND SORE
-(~-fib rf III-1 ~ 1=I ~ 1=1 I a a s a I ~I ~ STANDARD
1~1=I~1=1~1 a a a I~ ICI=X11=~~~ ,rlw m EE Iq~ NoFwr NEIHAE ~ FF~F ,Ion D ETA) LS
CONC. FOOTING a° =1-I~~~~ r III T=III-_II 12"X30° ~ I. I ~ 1= 4• a a b= I 1=I ~ ICI I~ tan. FA4 0[10,) FANS fIFIMN NFE M NTNFNL aMtR. ~ M IViP FtRA 1011 IAIFI aTM, NTS ;uTO°~0oan ro,~ aR ~ P~ "`c""
W/(3) ~4 BARS I ~ = ~ I- - - - - - - - - I ~ ~
I ~ 1=1 ~ 1=1 ~ 1=1 ~ 1=1 ~ I=1 ~ I=1 ~ I=I ~ ~I ~ 1=1 ~ I~ NOTES NOTES: Ra? JOB CODE: WSPC2
I C I-I ~ I-I ~ I-I ~ l-I ~ I=1 ~ 1=I ~ I=III=1 ~ I; I I I=111=III-III=1 I I=1 I l=III=1 I ~I I I=1 I I, waRNn ~ ouw 1 MhIYr Kts rAtne 1. WARNING SIGNS TO 6E AAIDE OF Ol1RABLE, WEATHERPIq~ ANIEIBAI. IFNFIaIB Ait
=1 I I=1 I I=1 I f=I ~ 1=I ~ I=I ~ ~I ~ I=I ~ I iI I I~ 3, Slc sF -1 I I, ~ I I 1=1 11=1 11=1 11=1 11=1 I I,_I 2. LETTERS ARE TO BE J' HIGH MNMUM, CLEARLY LEGgE AND SPACER AS DETAILED. IwIIN AaxPTA1A~ MP NO FADS mm omnws FFAF:1FNrtn NPI~t011Ai OVt raal 3, SIGNS ARE TO BE PLACED NO GREATER THAN 75' ON CEIRER
- ~(-I ~ I~ ~ I ~ ~ I 4, PLACE I { ~-I - -i ~ 5. -FOR TI I .III PER P 4, PLACE SIGN AT EACH END OF LtFEAR TREE PROTEC110N AREA AND 20D' ON CENTER THEREAFTER 5. -FOR TREE PROTECTION AREAS LESS THAN 200' IN PERIIRIER, PIIDIIDE NO LESS THAN ONE SIGN
6. ATTACt PER PROTECTION AREA. SECTION THRU BASIN, FILTER AND CULVERT PIPE 6. ATTACH SIGNS SECURELY 10 FENCE POSTS AND FABRIC.
- 7. MAINTA SEEDBED PREPARATION SEEDING SCHEDULE 8. ADDITR 7. MAINTAIN TREE PROTECTION FENCE TNROUGHOUi DURATION ff PIgECF. ~ lCNE 8. ADDiTK)NAL SK;rIS AMY BE REOURED BY Cf(Y/COUNTY DtRRYIY NSPF~IIONS DEPARTMENT BASED ON
SEAT WALL DETAIL AcruAl ACTUAL FIELD COFNfIIONS. (EXISTING PIPE INVERTS)
NTS 4 GRAVEL & RIP RAP HORSESHOE INLET BASIN

4 5
2 3
VICINITY MAP
NTS
Cory Porkwoy
I Coorsdole Ln
(
SEABROOK AVENUE ~ ~ , °9~~Y e~,~~,.2~~~~~r .q~ yQ~, ~
SITE ~ d a
~ ~ ~ ~ Agossi Ct.
a ~ / ° e 1~3~3
~ ~ / I \ ~ 1 ~ m a ~i < C o r~. ti
~ I ~ n. mfr °m. t G ~ C M
1 ~ 1 d, S ~ 1 ~ ~ ~~L~,, ~ 2~Q~
1 ~ Q'
~ EE SITE 400 I , 'DN ~ { v p N N E w
FOR CHANNEL CLE P 0 ~IP~ I ~ ~ c0 N ~ z
Rs ~'R STABILIZATION tN a P ptN ~ N N rn Q ~
CONNO pOEP P s - ~ a~ z
~ ~ rnrnl ~ ~ W
w rnrn~ z
°c ~ J \ ~ - - ~ \ ~ 3 Z _ x 3 W
3 ~ U
w
D _ ~
~ ' 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE TOWN OF CARY AND
~ ~ ~ ~ THE STATE OF NORTH CAROLINA STANDARDS AND SPECIFICATIONS. D1
~ 2. CONTRACTOR SHALL HAVE NORTH CAROLINA ONE CALL (1-800-632-4949) LOCATE ALL EXISTING UTILITIES ~
~ ~ PRIOR TO BEGINNING CONSTRUCTION, p
~ ( Y TH L CATION AND DEPTH OF ALL EXISTING UTILITIES AND NOTIFY THE p 3. CONTRACTOR SHALL VERIF E 0
~ / x ENgNEER OF ANY DISCREPANCIES OR CONFLICTS PRIOR TO BEGINNING CONSTRUCTION. ~p
~ PARSON LANE / ©1 LANE n 4. TOPOGRAPHIC SURVEY INFORMATION FOR POND AND CLUBHOUSE IS FROM A SURVEY BY KENNETH CLOSE,
~ / - - D N RY IS FROM WAKE COUNTY GIS AND HAS NOT BEEN FIELD ~ INC.; REMAINING TOPOGRAPHY AND BOU DA C
VERIFIED.
~~S ~ ~ TI N SHAII CONFORM TO A,D.A, STANDARDS,
r~R C D 5, ALL CQNSIRUC 0 :0
~RP~ BOROTRA ' Q COURT I _ 3 I
~ I I D
D a I RYSDALE CT a -t
w c~
~ ~ i ~ r ' O
w P _ _ CONSTRUCTION SEQUENCE
~ ~ \
U 1. OBTAIN (~tADING PERMIT.
1
O z - - 2. CALL 469-4347 TO SET UP A PRE CONSTRUCTION CONFERENCE. CONFERENCE IS REQUIRED PRIOR TO ANY _ 0 LAND DISTURBANCE.
z 0 COORSDALE DRIVE m
U ~ ~ 3. INSTALL CONSTRUCTION ENTRANCE, ACCESS DRIVE, SILT FENCE AND TREE PROTECTION FENCE, AS SHOWN
~ ~ T IN THESE DEVICES. ~ Q ON APPROVED PLANS, CLEAR ONLY AS NECESSARY 0 STALL Z
Y ~Q Z 4. CALL 46si-4347 FOR ON-SITE INSPECTION BY CONSERVATION INSPECTOR. IF APPROVED, DRAIN POND J
C ~ l,7 a VAL ORAIN TO EXISTING CMP ~ INSTALL GRAVEL AND RIP-RAP HORSESHOE FILTER. O ~ (OPEN GATE ~
Z ~ ~ Q
,~:r Z ~ ~ YAINTARI CES NEEDED. V 5. DE1A Q
\ a;_ - Q OPEN SPACE W pJ GH A ~ M HAS STABIU BEGIN GRADING AND HAUL AWAY ACTIVITIES. ~ ~ _ 6, WHEN POND 0 Z H
OV R o W Z ~
N WH N G1~ADING IS COMPLETE AND ALL AREAS ARE STABILIZED COMPLETELY, CALL FOR INSPECTION BY - O O 7. E F- J a C7 I VATI INSPECTOR. f1 Z Z
~ A WZ CONSER ON _ M _ ~ ~ LU ~ z
~ O • ~ ~ 8, IF SITE IS APPROVED, REMOVE TEMPORARY ER0510N CONTROL MEASURES, DEMOLISH/REMOVE HORSESHOE V w Q L
\ i FIL1fR AND SEED OUT ANY BARE OR DISTURBED AREAS AND CLOSE DRAINAGE STRUCTURE GATE. N a W ~ w - a~Q
W~ W~ ~ ~UU
~'o
~ ~ so DWG BY: WDB
1 - - ~~F
CHRISIIANBURY LANE 1RY LANE CHK BY: EFS
NOTE; SEE SITE 200, SITE 300 ~ SITE 400 FOR SITE SPECIFIC CONSTRUCTION SEQUENCE REQUIREMENTS ISSUED:
28 AUG 2006
R NSF
~q
4
l ~ 1
~ 1
\ ~
~ I B ~ ~ OPEN
SEE SITE 300 IsP~cq ~ ~ ~ ~ ~
FUR CLUBHOUSE
CHANNEL MO FICAT
• ~ ~ w
0 ~ ~ ~ z
~ J - - , > ©Copyright 2005
This document and the design are the property of
. _ Integrated Design, PA
Any reproduction without
~ / y ~ ~ -1 rior written consent is O 0 p prohibited.
I ~ ~ ~ Dwg scaled for 34x22 plots
E SITE 300 A .3 T RBED ARE A DI U V LL
F SECONDARY ~ (SEE SITE 200, 300 do 400 FOR INDIVIDUAL AREAS)
~ ' OVERFL W MODIFICATION ~
~ QI. OVERALL
\ a ( SITE
PLAN
JOB CODE: WSPC2
O~~ ~
~ ~ ~ ~ ~ ~ ~ ~ , SCALE: 1 = 100
~ I
~ ~ 0 100 200 .300 400

.
i

2
3 4 5
ADJACENT PROPERY OWNERS TION SEQUENCE
1 N1F WIMBLEDON HOMEOWNERS ASS~C, OBTAIN GRADING PERMI T,
PIN # 0762(07)68,1355 DB 04491 PG 0461 2. CALL 469-4347 TO SET UP A PRE CONSTRUCTION CONFEREN
CE. CONFERENCE IS REQUIRED PRIOR TO ANY LAND DISTURBANCE.
2 N/F WIMBLEDON HOMEOWNERS ASSOC,
PIN # 0762(07)68,0539 3, INSTALL CONSTRUCTION ENTRANCE, ACCESS DRIVE, SILT FENCE AND TREE PROTECTION FENCE A H
S S OWN DB 67611 PG 0602 ON APPROVED PLANS. CLEAR ONLY AS NECESSARY TO INSTALL THESE DEVICES.
~~~raa~~~~~~c
3 N/F WIMBLEDON HOMEOWNERS ASS~C, 4, CALL 469-4347 FOR ON-SITE INSPECTION BY CONSERVATION INSPECTOR. IF APPROVED, DRAIN POND PIN # 0762(07)69,0041 (OPEN GATE VALVE, DRAIN TO EXISTING CMP); INSTALL GRAVEL AND RIP-RAP HORSESHOE FILTER, ~~°~~ey °g®
DB 04491 PG 0461 ~ m
5. MAINTAIN DEVICES AS NEEDED.
4 N/F DAVIS, DEBORAH 6, WHEN POND B m 1t7~~3
100 LACGSTE LN, OTTOM HAS STABILIZED, BEGIN GRADING AND HAUL AWAY ACTIVITIES, o °,Cr°.C'~ y d Q~ a3 ~tii Yt~~ G
PIN # 0762(07)58.9423 7, WHEN GRADING IS COMPLETE AND ALL AREA A p ~ 1. 11~~ ,4 ~L °y, ,~,.am°'4~~~A ~o~ n1~\ 69~
DB 11561 PG 2148 N S RE STABILIZED COMPLETELY, CALL FOR INSPECTION BY CO SERVATION INSPECTOR. d~~ tJ C V 4411 ~~,v 6~P8'~~t7i14 p,_
5 N/F DAIS, R~ME~ 8. IF SITE IS APPROVED, REMOVE TEMPORARY EROSION CONTROL MEASURES D M VJ
E OLISH/REMOVE HORSESHOE 102 LACGSTE LN, FILTER AND SEED OUT ANY BARE OR DISTURBED AREAS AND CLOSE DRAINAGE STRUCTUR
E GATE. PIN # 0762(07)58,9530 ro ~ ~ ~ C ~
DB 11207 PG 1041 ' ~ AND z I ~ h td U z
6 N/F FEDERIC, DONNA • N N ~ ~ N ~ a
104 LACGSTE LN~ ' ~U
PIN # 0762(07)58,9527 ~ Z m ~ ~ ~ w / 01~~ z
~ DB 9103 PG 1383 p~ ~ N 3 z
~o _x3 w
7 N/F CHOUDHARY, ABDUL & JASMINA 3 ' UW
106 LACGSTE LN, F~ z
PIN # 0762(07)58,9623 4 DB 7622 PG 474 U Q
/ ~ TREE PROTECTION FENCE i
8 N/F DREW,JEFFREY & KATHLEEN ALONG TREELINE ~ ~ (+/-735') /
108 LACGSTE LN, GRAVEL 5 GH d1
/ CON T PIN # 0762(07)58,9619 ~ s Rucr1DN O
DB 6938 PG 277 ENTRANCE / / 'O
9 N/F MORRIS V 6 ERNGN k HORSESHOE IO 6
110 LACGSTE LN, $ FILTER ~ 0 10 ~
PIN # 0762(07)58,9706 / c3' MIN HIGH) 9 8 ~ 7
DB 11396 PG 1730 ~ ~ (J i~ i ~
0 / BL STA 2+45,0 I g
10 N/F EDWARDS KAREN ~ ~ SAN MH / ELEV - 400.81 / FRENCH DRAIN (40 LF I ~ = I O
112 LACGSTE LN. , W/ 4 PE TO RCP(t 1 0) PIN # 0762(07)58. ' 8892 ~ BL STA 4+01.0 m +
DB 8347 PG 2143 ~ • ~ ~ SAN MH BL STA 5 90.1, 2.0 T, ELEV = 4 7 ~ SAN MH 03,2 - ELEV = 401,62
~ / /
11 N/ F T t + ~ + ro _ IERNEY, DAVID & DGRTHY ~ cn / / N - - _ _ _ ~ - Z ~ ~
/ ~ ° ° \ ~ o CO 117 LACGSTE LN, / / \ ° ~ ~ ° ° ~f \ O
PIN # 0762(07)68,1736 . , ~ ° ~ ~ ~ /
DB 8885 PG 2134 ~ / \ i i ~ \ \ (f) / ASH ~ ~ \
12 N/F RUST JUN \ ~ & JANE ~ / ~ \ /
~ / „ / ~ ~ . 115 LACGSTE LN. ~ / / ~ _ _ \ / - - \ ~ ~ ~
PIN # 0762(07)681636 ~ ~ ~ ~ , - \ ~ / ~ \
DB 9950 PG 2206 _ 1 ~ ~ \ \ m ~ ~
C ~ 13 N/F SCAEFER KENNETH & AMY / 1`_. / W ~ - J \ \ 2 ~ ~ RENCH DRAIN <40 LF) \ \ \ / Z
/ / ~ ~ 113 LACGSTE LN. ,r-' ~ ' / / \ ~ V/ 4' PE TO RIP RAP V /
/ / ~ PIN # 07b2(07)68.2532 / LIMITS OF ~ I ~ 4 CHMMEL <3 ~ ~ Nf \ ~ \ / ~0 FRENCH DRAIN (40 LF) , \ \ O
o \ / PDND DB 5441 PG 344 / ~ I W/ 4' PE TD RIP RAP \ ~ CH t ANNEL ( 30'> \ Q
/ ~ ~ ~ ~ CLEANING 400 [ELEV 39 . ~ \ / / 99I Q U
14 N/F A Y / ~ SE RC , RITA ~ ~ t+i-1.4 AC.) / J ~ J ~ \
109 LACGSTE LN, / \ ~ \ ~ _ / z ~ ~ o W Z
PIN # 07 ( ~ - \ ~ ~ ~ _ 6P 07)68,2476 ~ 1 . • ~ \ ~ \ DB 5558 PG 493 / ~ - ~ \ o a
/ ~ \ / ~ ~ ~ \ / _ - \ ~ -1 acao - Ao~ a z z
EM A \ ~ / 1 15 N/F $ENNETT, RANDALL & JOAN ~ \ ~ \ \ ~ 3 s ~ ~ - 00 - a az
109 LACGSTE N, \ \ / / L ~ / \ l / ~ ~ ~ ~ w Q cn aWa
P ~ / / IN # 0762(07)68,2476 \ \ / / 11 W - a ~ i ~a
DB 5558 P \ ~ ~ / G 493 \ V, \ \ ~ / / / F \ \ ~ 1 12 ~ ~UU 1 1 -
\ \ \ \ SEE SITE 3 16 N/F TUNING, THOMAS & LAURA ~ ~ \ \ /
\ / ~ ~ sECONOAr~ ovEl~tOw ~ \ i 107 LACGSTE LN. ~ ~ 9 ~ / / I DWG BY: EFS
MODIFICATIONS I \ S / PIN # 0762(07)68,3329 ~ ~ ~ ~ \ / / 1 CHK BY; EFS
~ ~ / / ~ / / DB 6408 PG 526 \ ~ 1
\ / / 1 ~
17 N/F SHELFO, PETER & HOPE ~ ~ \ / / / , k ~ \ \ \ ~ i i ~ ISSUED: 1 ~
105 LACGSTE LN, \ \ /j ~ \ Z \ i PIN # 0762(07)68,3331 ~ m \ \ \ ~ / / / 28 AUG 2006
DB 4817 PG 509 / \ \ ~ I
\ ~ i ~ ~ / r
18 N/F DIEGMUELLER, MARVIN & MARY ~ ~ ~ ~ ~ ~ ~ ~ ~ 1 I
103 LACGSTE LN, / 13 13
/ ~ PIN # 0762(07)68.3203 I ~ v / _ ~ / ~ -
DB 10112 PG 2169 I I 1 i - ~
19 N/F HELMICK, WENDY & MICHAEL / ~ i
B ~ i 101 LACGSTE LN, ~
PIN # 0762(07)68,2174 1 14 TREE PROTECTION
DB 11841 PG 1309 FENCE ALONG
I TREELINE -
585') ~ i
17 i ~
~ ? ~ 15 i
16
~ ©copyright 2005 ~ ~ Thls document and
I ~ the design are the property of
I , ` Integrated Desi n PA 9~
Any reproduction without rior written consen P t is
C prohibited.
Dwg scaled for 34x22 plots
~ ~ .

POND
CLEANIN G
PLAN
JOB CODE: WSPC2
SCALE; 1" = 40'
0 40 80 120 160