20070323 Ver 1_More Info Received_20070328

-07 0323
LETTER OF TRANSMITTAL
To: Mr. Ian McMillan
NCDWQ
2321 Crabtree Blvd -Suite 250
Raleioh. North Carolina 27604
919-733-9721
** HAND DELIVER **
Re: Fa-Is Village Golf Course Job No.: FVD-06000
I ~m cenrlinn vni i fhe fnllnwinn item/el•
COPIES DATE NO. DESCRIPTION
1 Check #68607 for $475.00 a lication fee
7 Letter dated March 28, 2007
7 PCN
7 A ent Authorization
7 USGS Quad
7 Durham Count Soil Surve
7 Co - DWQ Stream Buffer Determination Letter
7 Surve ed Wetland Delineation Januar 6, 2007
7 Wetland Delineation Ma S&EC Pro'ect #3697.W2
7 Aerial Photo - Existin Stream Buffer Conditions
7 Overall Pro osed Site Plan
7 Wetland/Buffer Im act Sheets sheets 1-7
7 Pre-Formed Scour Hole Exhibit sheets 1-7
7 Si ned O eration and Maintenance A reements
These are transmitted as checked below:
^ As requested
® For approval
^ For review and comment
Remarks:
Copy to:
i 1 1L JOHN R. McADAMS COMPANY, INC.
^ Copy Letter of Transmittal Only to File
® Copy Entire Document to File
Date: March 28, 2007
~; _
RECEIVED
^ For your use

Signed:
Candy
Group Fa 'litator ~~1~~~
FOR INTERNAL USE ONLY
CIVIL ENGINEERING LAND PLANNING SURVEYING
PO Box 14005 • Research Triangle Park, NC 27709 [phone] • fax [phone]
www.joh nrmcadams.com
MA~Ft ~ d ~i~ul~U
P~~N~ . ,w a. ~, , . ,

THE JOHN R. McADAMS
r`'tiYMENI"
March 28, 2007 RECEIVED
Mr. Ian McMillan
NC Division of Water Quality
2321 Crabtree Boulevard, Suite 250
Raleigh, North Carolina 27604
Re: 401 - GC 3402, & GC 100000 (PCN)
Falls Village; Durham, NC
FVD-06000
O ~ • 0 ~ ~r W

t~Ehl~i ~ ~
11~~1.Atthar:td~ [~~JKrh~rm~s r~~riruurari
On behalf of Falls Village Development, LLC, we are applying for a
Nationwide Permit (NWP) 39 and corresponding General Certification (GC)
3402 / 100000, for impacts to waters of the U.S and isolated waters of the
State. The proposed project is located on both sides of Baptist Road (S.R. 1807)
approximately 0.10-mile north of the intersection of Baptist Road and NC
Highway 98 (Wake Forest Highway) within the Neuse River Basin in Durham,
North Carolina. Please find enclosed for your review the following items:
j • Pre-Construction Notification
• Agent Authorization Form
• USGS Quad -Southeast Durham
• Durham County Soil Survey
• Copy of DWQ Stream Buffer Determination letter
• Surveyed Wetland Delineation (January 6, 2007)
• Wetland Delineation Map (S&EC Project # 3697.W2)
' • Aerial Photo -Existing Stream Buffer Conditions
', • Falls Village -Overall Proposed Site Plan
' • Wetland/Buffer Impact Sheets (sheets 1-7)
• Pre-Formed Scour Hole Exhibit (sheets 1-7)
', • Signed Operations and Maintenance Agreement
WETLANDBUFFER MAPS: A jurisdictional wetland/stream delineation
was performed by S&EC for the project site. Mr. Alsmeyer (USAGE
Research Triangle Park, rtc representative) field verified the delineation on October 19, 2006. A Neuse
Post Office Box 14005 River Stream Buffer determination was issued by Mr. Eric Kulz on January 3,
Research Triangle Park, 2007 (DWQ Project No. NBRRO 06-308), in which features A, B, C1, C2, D,
North Carolina 27709 G, H, J, K, O, P, Q, S, W, X, Y, and AA were considered subject to the Neuse
2905 Meridian Parkway
Durham, North Carolina 27713 ' River Buffer Rules.
800-733-5646
s1s-361-5ooa ! PROPOSED PROJECT:
919-361-2269 Fax
~I The proposed project is approximately 393-acres and is currently operating as
Charlotte, Nc the Falls Village Golf Course. The Falls Village Golf Course was approved in
5311 Seventy-Seven Center Drive, approximately 1992, has been operational since 1996, and has existing uses
snits ss within the Neuse River stream buffers. (Aerial Photo -Existing Stream Buffer
Charlotte, North Carolina 262n Conditions). The proposed development is consistent with current zoning of the
800-733-5646
704-527-0800
704-527-2003 Fax
Comprehensive Land Development Design Services
www.johnrmcadams.com ~' We help out- clients succeed.
S'~rzce 1979
COMPANY, INC.

Since 1979
THE JOHN R. McADAMS COMPANY, INC.
Mr. Ian McMillan
Falls Village
FVD-06000
March 28, 2007
Page 2 of 4
property (RR -single-family district allowing 30,000 square foot lots). The
project site is located within the Neuse River Basin (HUC 03020201). The
southeast corner of the property is within the Durham Watershed Overlay
Protection District F/J-A (approximately 9-acres), while the remaining acreage
is located within the Durham Watershed Overlay Protection District F/J-B.
The proposed development will be built around the existing golf course and
proposes the construction of 378 single-family homes, force-main utilities, and
stormwater management facilities (Falls Village -Overall Proposed Site Plan).
The entire project was designed to avoid and minimi~.e impacts to wetlands, streams,
and riparian buffer areas while utilizing the remaining areas outside of these areas for
development. In addifion, the proposed development has been designed as a low
density development option (13.23% impervious surface area). To minimise run-off,
detention of stormwater is proposed at two existing ponds located on the property in
compliance with City of Durham Standards (see Temporary Stormwater Detention
section below). Proper sedimentation and erosion control measures will be
implemented during the construction of the project.
PROPOSED IMPACTS:
RnA1~S~
There is a network of roads to access the 393-acre project site; however, the
development plan proposes only one new impact. There is a current service road
in place from the original golf course that crosses a jurisdictional stream feature
which will serve as the main access road from the south. The development plan
proposes to expand the existing road and golf cart path crossing at an isolated
stream that has 50-foot Neuse River Buffers associated with it (Sheet 1). The
total isolated stream impact is 62 linear feet and the total buffer impact is 0.09-
acres (total Zone 1 is 0.05-acres, total Zone 2 is 0.04-acres).
FORCE MAIN/SEWER:
The sewer line and force main have been combined in to one construction
easement to avoid impacts and limit site disturbance. Because the two utility
lines are combined there is a 40' wide construction corridor proposed to
temporarily impact the two stream locations. The two proposed utility corridor
impacts are designed to cross close to 90 degrees, have construction corridors
of 40', and a maintenance corridor of 40'(sheets 2 -3). These are all temporary
impacts. The sewer line will be installed by excavating, burying the line,
backfilling, and returning to grade. Proper sedimentation and erosion control
methods will be employed during construction.

Since. 1979
THE JOHN R. McADAMS COMPANY, INC.
Mr. Ian McMillan
Falls Village
FVD-06000
March 28, 2007
Page 3 of 4
TEMPORARY STORMWATER DETENTION:
Temporary stormwater detention for the project site entails utilizing two
existing ponds located on the property.
The first existing pond (Pond 1) to be used for detention purposes is located in
the northeast section of the property and has been determined to be a
jurisdictional pond (see Sheet 2). There is an existing dam structure that is in
degraded condition. The existing dam structure is to be re-constructed, which
will meet North Carolina Dam Safety Design Standards, and designed for the
1, 2, and 10 year storm events at elevation 306. During storm events the
normal pool of Pond 1 will rise to a maximum height at elevation 306. This
fluctuation will result in a maximum temporary impact of 480 linear feet of
stream channel, upstream of the normal pool and temporary jurisdictional
pond impacts of 2.38-acres during peak storm events. However, the stream
above pond 2 is currently impounded by beaver activity and the existing pond.
There will be 107 linear feet of permanent stream impact and 0.05-acres of
permanent wetland impact as a result of retrofitting the dam structure.
The second non-buffered existing pond (Pond 2) to be used for detention
purposes is located in the western section of the property and has been
determined to be an isolated man-made feature (see Sheet 3). This existing
pond retains water by an earthen dam structure. A new dam structure will be
graded and adraw-down valve will be installed in accordance with the North
Carolina Dam Safety Design Standards, and designed for the 1, 2, and 10 year
storm events at elevation 320. There will be 0.03-acres of permanent isolated
wetland impact as a result of constructing the new dam structure and
dissipater pad. There are no jurisdictional features upstream of pond 2.
NEUSE RIVER BUFFER -DIFFUSE FLOW
There are a total of 8 drainage outlets on the Falls Village site. There are 7
pre-formed scourholes, and 1 stormwater detention pond dissipater located at
pond 2 in order to diffuse the flows into the Neuse River stream buffers. All
outlets are located in areas of low slope, outside of zone 1 and 2 of the stream
buffers. All have signed and notarized operation and maintenance agreements.
IMPACT SUMMARY:
Falls Village Development, LLC proposes a residential development on the
existing 393-acre Falls Village Golf Course. The proposed development
entails constructing single family homes, force-main utilities, and stormwater
management facilities.

Since 1979
THE JOHN R. McADAMS COMPANY, INC.
Mr. Ian McMillan
Falls Village
FVD-06000
March 28, 2007
Page 4 of 4
TemporarX: In total, there are approximately 480 linear feet of temporary
stream impact and 2.38-acres of temporary jurisdictional pond impact
associated with temporarily detaining stormwater run-off at the pond located
in the northeast section of the property. There is also 87 linear feet of
temporary stream impact associated with the utility line installations.
Compensatory mitigation is not proposed for the temporary impacts.
Permanent: Permanent impacts associated with constructing the new dam
structure at the pond in the northeast corner are 107 linear feet of
jurisdictional stream and 0.05-acres of jurisdictional wetlands. In addition,
0.03-acres of permanent isolated wetland impacts are proposed as a result of
retrofitting the dam structure at pond 1 within the western section of the
property. There is also 62 linear feet of isolated stream impacts associated
with the construction of a road and golf cart path. Therefore, total permanent
impacts are as follows: 107 linear feet of jurisdictional stream, 0.08-acres of
jurisdictional wetland, and 62 linear feet of isolated stream.
Neuse River Buffers: With regard to Neuse River Basin Buffer impacts, there
are 0.30-acre of proposed new "allowable" buffer impacts associated with the
roadway expansion and sewer/force-main installation. As well, there is 0.65-
acre of proposed temporary impacts associated with dam re-construction of
pond 1. Measures to avoid and minimize impacts to natural resource areas
have taken place. The remaining streams, wetlands, and stream buffers are to
be placed into deed restrictions with the Falls Village Golf Course. As a
result, compensatory mitigation is not proposed at this time. If compensatory
mitigation is required, the applicant proposes to make an in-lieu payment to
the North Carolina Ecosystem Enhancement Program.
Consideration of this project is greatly appreciated. Please do not hesitate to
contact me at [phone].
Sincerely,
THEE JOHN R. McADAMS COMPANY, INC.
Kevin Y es
Senior E vironmental/Wetland Scientist
Stormwater and Environmental Department
Enclosures

e`
Office Use Only: Form Version March OS
USACE Action ID No. DWQ No. ~ 7 X 3 2 3
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
FN€
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: NWP 39 Residential,
Commercial and Institutional Development- GC 3402, and GC 100000 Isolated Wetland
Permit
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 Co ~~~~~~1~/ ~ ea of
Environmental Concern (see the top of page 2 for further details),
II. Applicant Information MAR ~ ~ 2ilOl
~~NR - i'VATlwR G1tlALITY
Owner/Applicant Information ~7G11lIpi.9 ail) sTpR?41N!gT~ER ~~~
Name: Falls Village Development LLC Attn: Marc Reynolds
Mailing Address: 115 Falls Village Lane• Durham NC 27703
Telephone Number:919-596-4653 Fax Number:919-596-2912
E-mail Address:FallsVilla eGolf m aol.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:The John R. McAdams Company. Attn: George Buchholz
Company Affiliation: Environmental/Wetland Scientist
Mailing Address:2905 Meridian Parkway' Durham, North Carolina 27713
Telephone Number:919-361-5000 Fax Number:919-361-2269
E-mail Address:buchholz(cr~johnrmcadams.com
Updated l t / t /2005
Page 5 of 13

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: Falls Vil
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN):0861-03-32-9117, 0861-04-73-2911, 0861-04-61-
5634 0861-04-92-0247 0861-04-53-3148 0861-04-73-0206 0861-04-61-9309 0861-04-93-
6290 0861-04-53-1436 0861-04-72-3626 0861-04-71-1022 0871-03-03-9261 0861-03-43-
4711,0861-04-61-0741,0861-04-82-1852
4. Location
County: Durham Nearest Town: Durham
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): The project is located on
either side of Baptist Road (S.R. 1807) approximately 0.10-mile north of the intersection of
Baptist Road and NC Hi wa~8 (Wake Forest Hi~y) in Durham, North Carolina.
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): 35-59-02°N 78-46-16°W
6. Property size (acres):393.09-acres
7. Name of nearest receiving body of water: Lick Creek and Little Lick Creek
8. River Basin: Neuse River - HUC 03020201
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://112o.enr.state.nc.usladmin/maps/.)
Updated I t / I /2005
Page 6 of 13

9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: The project site is comprised of an existing_golf course that
was constructed in 1992. In addition the project site contains forested land, Wake Electric
Transmission Line easement and three ponds. Land use within the vicinity is a combination
of residential agricultural and forested land.
10. Describe the overall project in detail, including the type of equipment to be used: The
proposed project entails the construction of sin e-family residential sub-division, associated
force-main utilities and stormwater management facilities. Typical construction equipment
will be used such as a front end loader bulldozer, and paving equipment.
11. Explain the purpose of the proposed work: The purRose of the proposed work is to
construct a residential sub-division and provide housing adjacent to the existing golf course
amenity.
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. A jurisdictional wetland/stream
delineation was performed by S&EC for the project site Mr Alsmeyer (USACE representative field
verified the delineation on October 19 2006. A Neuse River Stream Buffer determination was issued by
Mr. Eric Kulz on January 3 2007~DWQ Project No. NBRRO 06-308) -attached.
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.
No future permit requests are anticipated for this project.
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.
Provide a written description of the proposed impacts: Temporary: In total, there are approximately
linear feet of temporary stream impact and 2 38-acres of temporaryiurisdictional pond impact associated with
Updated l1/I/2005
Page 7 of 13

temporarily detaining stormwater run-off at the pond located in the northeast section of the property. There is also
87 linear feet of temporary stream impact associated with the utility line installations. As well, there are 0.59-
acres of temporary impact to the isolated man-made feature located in the western section of the property as a
result of temporarily detaining the stormwater run-off Compensatory mitigation is not proposed for the temporary
impacts.
Permanent• Permanent impacts associated with constructing the new dam structure at the pond in the northeast
corner are 107 linear feet of~urisdictional stream and 0.05-acres of jurisdictional wetlands. In addition, 0.03-acres
of permanent isolated wetland impacts are proposed as a result of retrofitting_the dam structure at pond 1 within
the western section of the~roperty There is also 62 linear feet of isolated stream impacts associated with the
construction of a road and golf cart path Therefore total permanent impacts are as follows: 107 linear feet of
jurisdictional stream 0 08-acres of jurisdictional wetland and 621inear feet of isolated stream.
Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Type of Wetland Located within Distance to Area of
perennial Site
Type of Impact
forested, marsh,
(e.g. 100-year Nearest Impact
Number ,
bog
etc.)
herbaceous Floodplain Stream (acres)
indicate on ma) ,
, (yes/no) (linear feet)
Sheet 1 Permanent -roadway ISOLATED -forested no 60-feet 0.03
Sheet 7 permanent Shrub-scrub no 48 feet 0.01
dam- reconstruct
Total Wetland Impact (acres) 0.04
2. List the total acreage (estimated) of all existing wetlands on the property:20,989 sq.ft. (0.48-
acresl
3. 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
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact Perennial or Average Impact Area of
Number Stream Name Type of Impact Intermittent? Stream Width Length Impact
(indicate on ma) Before Im act (linear feet) (s . ft.)
Sheet 2 unnamed tributary temporary sewer perennial 47 141
to Little Lick Creek excavate/backfill 3
Sheet 3 unnamed tributary temporary sewer intermittent 40 l20
to Little Lick Creek excavate/backfill 3
Sheet 5 unnamed tributary ISOLATED- road intermittent 2 62 124
to Little Lick Creek permanent
Sheet 6 unnamed tributary temporary storm perennial 5 480 2400
to Little Lick Creek flooding
Sheet 7 unnamed tributary permanent perennial 4 107 428
to Little Lick Creek dam- reconstruct
Updated 1 I / 1 /2005
Page 8 of 13

Total Stream Impact (by length and area [square feet]) 736 3,213
4. 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
Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma) ocean, etc.) (acres)
pond along unnamed temporary associated
Sheet 6 tributary to Lick Creek With stormwater pond 2.38
detention
Total Open Water Impact (acres) 2.38
5. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Im act (s uare feet): 3,213 (s . fl.)
Wetland Impact (acres): Perm. - 0.03 isolated / 0.01
'urisdictional
O en Water Im act (acres): Tem . - 2.48
Total Impact to Waters of the U.S. (acres) 2.49
Total Stream Impact (linear feet): Perm.:1071f jurisdictinoal
62 If -isolated
Tem .: 4801f
6. 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.
In addition. 0.03-acres of permanent isolated wetland impacts are proposed as_a result of retrofittin>;
the dam structure at pond 1 within the western section of the property. There is also 62 linear feet of
isolated stream impacts associated with the construction of a road and golf cart path.
7. 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.): -reconstruction of existing_ponds
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):_
Current land use in the vicinity of the pond:-
Size of watershed draining to pond: Expected pond surface area:
Updated I I/U2005
Page 9 of 13

VII. Impact Justification (Avoidance and Minimization)
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. The entire project was designed to avoid and minimize
impacts to wetlands streams and riparian buffer areas while utilizing the remaining areas outside of
these areas for develoRment In addition the proposed development has been designed as a low density
development option~l3 23% impervious surface area). To minimize run-off detention of stormwater is
proposed at two existing ponds located on the property The sewer line and force main have been combined
in to one construction easement to avoid impacts and limit site disturbance. Because the two utility lines are
combined there is a 40' wide construction corridor proposed to temporarily impact the two stream locations. The
two proposed utility corridor impacts are designed to cross close to 90 degrees have construction corridors of 40'
and a maintenance corridor of 40'(sheets 2 -3). These are all temporary impacts. The sewer line will be
installed by excavating burying the line backfilling and returning to grade. Proper sedimentation and erosion
control methods will be employed during_construction. There is a network of roads to access the approximately
stream channel. The development plan proposes a road and golf cart path crossing at this isolated stream
Proper sedimentation and erosion control measures will be implemented during the construction of the
rp oject.
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.html.
Updated I 1 / 1 /2005
Page 10 of 13

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.
Compensatory mitigation is not proposed at this time• however if compensatory mitigation is
required the applicant proposes to make an in-lieu payment to the North Carolina Ecosystem
Enhancement Program
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
[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/wrplindex.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 ofNon-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
Updated l U V2005
Page 11 of 13

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
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify)? Yes ® No ^
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
(acres) Multiplier Required
Miti ation
1 0.05 3 (2 for Catawba)
2 0.04 1.5
Total. 0.09
* Zone 1 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 I .
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 attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. All uses proposed within the Neuse River
stream buffers are considered "allowable".
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. Proposed imRervious surface is 57.71-acres of
the 393-acre nroiect or 13.23%. additional details will be provided in DWO stormwater permit
implication
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.
Will be treated and discharged through the City of Durham sanitary sewer system.
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
Updated l 1 / 1 /2005
Page 12 of 13

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
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://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
The project is proposed around an existing golf course and wilt not allow for further
development within the site. The residential development is proposed as an addition to existing
schools within the area.
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).

G ~ ~27~24v
Applicant/~nt's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 13 of 13

Since 199
_ .~.
... ~'HE JOHN R. Mc.~DA~M~ COI1~~'.ANX, INC.
AGFN'1' AUTIYORIZATION FO)<tM
A!1 Blanks 'I~ Be killed In 1F3v '1'~e Cclrr~pt Pro~peir'ty Owlacir ~ Q T 0 3 2 3
Name: Mr. Marc Reynolds
Address: Falls Villa a Developmez>,t, LLC; 115 pails Village Lane; Durham, NC 27703 _
Phone: [phone] _~,-
T'roject Name/l~escriptivn: palls Village Golf Course
Date: 2/ t 3/07
U.S. Army Corps of Frtgineers
1;Laleigh Regulatory pield Off ce
6508 )"ells of Neuse Road, Suite l2p
Raleigh, NC 27615
Attn: Mr. Eric
_.
Field Offee:
Re: Wetla>tds Related Coztsulting and Permittiztg
To Whom It A~Iay Concezaa:
I, the cairent property owxtex, hereby designate anal authorize The John R. McAdams Company,
lne. to act in ~aay behalf as my agextt is the processing of permit applications, to famish upon
/reguast supper r tal information ;Itt support ofi applications, etc. from this day forward. The _
4~t''td3 Y T2Go7 .
This notifcazion supersedes any previous coxxespondencE coz~eerning the agent for this project.
NOTICE: 'his antl;<oxization, for liability and professional courtesy xeasons, is valid olnly
for govexnme>rxt offii cials to enter the plroperty when accompanied by The John R.
11~IcAdamis Co>wnpa~ly, Inc. staff. You should call The Johan R. McAdamms Co>rxllpany, Inc, to
arrange a site >Itteeting prfor to visiting the sits n
ovDS
mint Property Owner .~. _ _ -.
n'~t.~,~'k.
Cc: Ms. Cyndi 1Caroli
NCDENR-DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
CiVi~ EN4IN~ERINC3 • LAND PLANNING SUFtV~YINC'~
PO Sox 14005 • Research Triangle Park, NC 27708 • [phone] • fax (919) 36~~2269
www.johnrmcadams.com

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USGS Southeast Durham (NC) Quadrangle '--3.813
Projection is,~J1:M zop~ 1,7 ~D83 Datum G=1.31
PROIECC H°. ~0-06000
~ FALLS `TILLAGE THE JOHN It. McAnAMs
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GrG - GRI~DMOOR SANDY LOAM, b TO 10 % SLOPES
6u - 61JLLII=D LAND, GLAYI=Y MATERIALS
MfG - MAYODAN SANDY LOAM, b TO 10 % SLOPES
MfE - MAYODAN SANDY LOAM, 15 TO 25 % SLOPES
PfE - PINKSTON f=1NE SANDY LOAM, 10 TO I5 % SLOPES
WsB -WHITE STORE SANDY LOAM, 2 TO b % SLOPES
WsG -WHITE STORE SANDY LOAM, b TO 10 % SLOPES
WsE -WHITE STORE SANDY LOAM, 10 TO 25 Sly SLOPES
WvG2 -WHITE STORE GLAY LOAM , 2 TO 10 % SLOPES, ERODED
07 0323
DURHAM COU1~TlY SOII, SURVEY SHEET #28

® rnorecr No. Fw-06000 AGE
FALLS VILI THE JOHN R. McADAMS
INC
COMPANY

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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
January 3, 2007
Mr. James Dasher
Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
BASIN:
Neuse X
~ D
JAN 1 (~ 1007
By: Soil & Enrirornnenlal Consultants, ~A
Tar-Pamlico
0 ~' ~ 0323
NBRRO 06-308
County: Durham
(15A NCAC 2B .0233)
(15A NCAC 2B .0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Falls Village - NC Highway 98
Location/Directions: Site is located on the north side of N.C. Highway 98, on both the east and west sides of Baptist
Road in eastern Durham County
Subiect Stream: UTs to Lick Creek and UTs to Little Lick Creek
Date of Determination: 10/18/06 and 11/02/06
Feature Start Buffer End Buffer Stream Appeal Located Located on
GPS Points (if provided) Form Call on Soil USGS
Surve Too a hic
A Subject X X
B Subject Throughout X X
Cl Subject at Flag SOl Stop at Flag C01 X X
below Pond 1 (pond
isolated
C2 Subject at Flag 502 X X
D Subject at Flag DOl X
(near east prop. line;
ma be offsite
E Not Subject X
F Not Subject 14.5 X
G Subject at Flag S04 X X
H Subject at Flag HOl X
below Pond 2 (pond
isolated)
~NoM Carolina
Naturally
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection
Internet: h2o.enr.state.ne.us 1628 Mail Service Center Raleigh, NC 27699-1628
Phone [phone] Customer Service
FAX [phone]
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper

1 /312007
Page 2 of 3
Feature Start Buffer
GPS Points (if provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Surve Located on
USGS
To o ra luc
I Not Subject X
J Subject at Flag JOl
below Pond 3 (pond.
isolated) X X
K Subject at Flag KOl X
L Not Subject X
M Not Subject 15 X
N Not Subject X
O Subject at Flag S04
V X
P Subject at Flag S06 X
Q Subject at Flag SOl X
R Not Subject X
S Subject at Orange DWQ
Fla X X
T Not Subject X
U Not Subject 18 X
V Not Subject X
W Subject Throughout X X
X Subject Throughout X
Y Subject at Flag 5105 X
Z Not Subject X
AA Subject at Flag S10 X
NOTES: Features B, C (at Flag S02), H (from origin), K (from origin), Q (from confluence with R and P),
and X perennial. Feature W I/P status not determined in the Geld. All other features internuttent.
This on-site determination shall expire five (S) years from the date of this letter. Landowners or affectedparties
that dispute a determination made by the DWQ or Delegated LocalAuthority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing c% Cyndi Karoly ,DWQ Wetands/401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface. water from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date that you receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
Chapter I SOB of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N.C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
N°°` Carding
~tura/~rj
North Carolina Division of Water Quality Raleigh Regional Office Surface Water Protection Phone [phone] Customer Service
Internet h2o.enr.state.nc.us 1628 Mail Service Center Raleigh, NC 27699-1628 FAX [phone] I-877-623-6748
An Equal CpportunitylAifirmative Action Empbyer - 50% Recycledll0~ Post Consumer Paper

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Sheet 28, 1871

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FEDJECT N°. FVD-06000 FALLS VILLAGE THE JOHN R. McADAMS
FILENAME: FVDOF)OOOX-3 COMPANY, INC.
a ENGINEERS/PLANNERS/SURVEYORS
d SALE. ~ ,~ = 50. SCOUR HOLE EXHIBIT
y RESEARCH TRIANGLE PARK, NC
~ DURHAM, NORTH CAOLINA P.O. BOX 14005 ZIP 27709-4005
~ DATE: OZ-~~}-O~ [phone]

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PROJE(°C NO. FVD-000OO FALLS VILI~GE THE JOHN R. McADAMS
FnE"a'~E` FVD06000X-3 COMPANY, INC.
VEYORS
N
U
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~ ~~ - 50~ O VT~L ]WL ENGINEERS/PLA
NERS/S
R
RESEARCH TRIANGLE PARK, NC
~ DU~M, NO~'I ~O~A P.O. BOX 14005 ZIP 27709-4005
~ DATEo 02-) 4-D] [phone]

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PROJECT N0. FVD-06000 FALLS VILLAGE THE JOHN R. McADAMS
'`~„ FILENAME: FVDO6000X-3 COMPANY, INC.
y ENGINEERS/PLANNERS/SURVEYORS
d SALE: ~ .~ - 50' SCOUR HOLE EXHIBIT
y RESEARCH TRIANGLE PARK. NC
~ DU~M, N~~"I ~Q~A P.O. BOX 14005 ZIP 27709-4005
(/~ DATE: OZ-~ 4-07 [phone] ~

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PROJECT N0. FVD-06000 FALLS VILLAGE THE JOHN R. McADAMS
FILENAME: FVDO6000X-3 COMPANY, INC.
SURVEYORS
NNERS
a
d SALE:
,.
' SCOUR HOLE EXHIBIT ENGINEERS/PLA
/
~ ~
- 50 RESEARCH TRIANGLE PARK, NC
005
7
9
~ DURHAM, NORTH CAOLINA P.O. BOX 14005 ZIP 27
0
-4
~ DATE: OZ-~ 4-07 [phone]

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PROSECT N0. FVD-OF)OOO S VILI~GE
FALI THE JOHN R. McADAMS
COMPANY
INC
FILENAME: FVDOF)OOOX-.3 J ,
.
~
d SALE:
~~
SCOUR HOLE EXHIBIT ENGINEERS/PLANNERS/SURVEYORS
= 50
a ~ RESEARCH TRIANGLE PARK. NC
~ DURHAM, NORTH CAOLINA P.O. BOX 14005 ZIP 27709-4005
(Jj DATE: OZ-~ 4-07 [phone]

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® PROSECT N0. FVD-06000 FALLS VILLAGE THE JOHN R. McADAMS
COMPANY
INC
FILENAME: FVDO6000X-3 ,
.

a
d
scALE:
>~
.
SCOUR HOLE EXHIBIT ENGINEERS/PLANNERS/SURVEYORS

a .~
- 50 RESEARCH TRIANGLE PARK, NC
~ DU~M, NQ~H ~Q~A P.O. BOX 14005 ZIP 27709-4005
[/] DATE: OZ-~4-O7 [phone]

Pre-FORM~,G St:CIJF; N®LIv (# 1) - ®PERATIVN AND MAINTENANCE AGREEMENT
The level spreader is dFfined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be pe=rforme~l as follows:
1. After construction <and until vegetation has been established, level spreaders(s) shall be inspected after
every rainfall. 't'hereafter, level spreader(s) shall be inspected at least every month and more
frequently durir~q tl~ie fall season and after heavy rainfall events:
a. Accumulated sedi,Trerlt, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentratc;d flows downhill frcam the level spreader(s).
c. A level E;levatior~ shall be maintained across the entire flow-spreading structure at all times.
' Repair or replace the {evel spreader if it is damaged.
d. Mow vegetative caner to a height of six (0) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded arena and replace/replant dead or damaged vegetation.
2. The contractor sr,ouid avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair tr,e coilc~ction system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain propE:r functioning.
I acknowledge and agree by my signature below thak I am responsible for the performance of the maintenance
procedures listed above. I ~,grE:e to notify UWC.2 of any problems with the system of prior to any changes to the
system or responsible party.
Print name: T ~ ~' ~
Title: ~ -
Addres
Phone:
Signat~
Date:
Note
I, ~ ti-t s _W ~-_ ~~1~_ ~~-a _ ____, a Notary Public for the State of /~f~~~-~ ~, ~-^r ~~ ~ ~ n~i ,
County of \, 1~~z~___~____, da hereby certifid that~_.1~~v~~s~~ ~~~~ s
personally appeared before me this 2`~ day at __ ~t- _b ___, ~z u~1 ,and acknowledge the due
execution of the farc~oing w<,t [wetland] deter7tion basin mairtenance requirements. Witness my hand and
official seal, ~Z / / ~% ~
JAMES WEISCHEDEL
NOTARY PUBLIC
'dVAKE COUNTY. NC
M Commission Expires 12-26-2011
07 .0323
SEAL F ~ ~ My commission expires (2 - ~ G ~ ~"` f 1
The legally responsiE-,le party should not be a homeowners association unless more than 50% of the
lots have been sold ar~d a resident of the subdivision has been named the president.

Pre-FORMED SCFDUR HOLE (#:~) -OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities sl~i.~ll be performed as follows:
1. After construrtior~ ar,d until vegetation has been established, level spreaders(s) shall be inspected after
every rainfall Thereafter, level spreaders} shall be inspected at least every month and more
frequently during thr: fall sE:ason and after heavy rainfall events:
a. Accumulate sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect le~vei spreader(s) for e~Jidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level c~lc;v<~tic~rr shall be maintair-ed across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegE,t~riivc cover to a height of six (G} inches and prune plants if they cover over half of the
level spreader su, mace.
e. Repair erodE~d <areas and rsplacE~/replant dead or damaged vegetation.
2. The contractor sho>~i'd .avoid the placement of any rnaterial on and prevent construction traffic across
the structure. I~i~ tt,e rneasure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and rep~:rir tie col!c:ction system, (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper tin°,ctioning.
acknowledge and agree by my signature bel~:~w that I am responsible for the performance of the maintenance
procedures listed abovE. I <;{;free to notify i~~NQ of ar~y problems with the system of prior to any changes to the
system or respo'/ns~ible p~:rriy.
Print name: MV\~C',.~g ~- . ~~~r~CA~~-- - ~~'J~~pti~ ~c~.~ r-,._.~.+...s~k
Title: iM~w~.,3.~-------------------------..___----------- -~
Address:
Phone:
Signature
Date:
Note:

1, jc,,h.~, ~~_sc~~~,l __ _, a Notary Public for the State of ~~~~~`~ ~ f~,~d~~,,,-~ ,
County of ~^W ~~-~?_______ ___-____, do hereby certify that M ~~ =~~s__~1-~ ~ ~~ S
personally appeared before me this _ LJ1 _.. day of ____i,~E%`? "" ~» ,and acknowledge the due
execution of the foa-goir~g vv~,t [vvetiand] detention basin maintenance requirements. Witness my hand and
official seal, ~ /,, / ~,~ M,._ ,
JAMES WEISCHEDEL
NOTARY PUBLIC
WAKE COUNTY. NC
MY Commission Expires 12-26-2011
SEAL iVly commission expires 12 -2-ry ~ Z `` i
The legally responsis~le p~~rty should r7ot be a homeoNmers association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.

Pre-FORM{Ep SCOt1R HOLE (# 3) -OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, love) threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreaders(s) shall be inspected after
every rainfall, Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall sc~a:;on and after heavy rainfall events:
a. Accumulated sedii~r~ent, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreaders}.
c. A level E~levatiori shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Movv vegFaafive cover to a height of six (6) inches and prrane plants if they cover over half of the
level spreader surface.
e. Repair eroded areis and replare/repl<~nt dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If tl;e r~;~easure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair ti^~e col)r_~ctron system {e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree r_~y my signature below that i am responsible for the performance of the maintenance
procedures listed above. !agree; to notify DUVc~ of ar~iy problems with the system of prior to any changes to the
system or responsible part~,~.
Print name: ~~ -.YvtSl~ rort~o /tL~q~t.'-~L~`~.a2~~ LLB. w.s,k.Qa'L.
-----?~---~~~--------~t----
Title:
Address:
Phone:
Signature
Date:
Note: The legally respon~si~lr. p~~rty should not be a homeowners association unless more than 50% of the
lots have been r~cild and a resident of the subdivision has been named the president.
I, !_T~~~s I~J~;s~t•~.~,~ ____ _, a Notary Public for the State of ft/c~~~-~ C ~,~~~,.~w ,
County of W ~,kz___.__._._ _~__ do hereby certif~;r ghat __ M ~~ ,-~ ~ ~-y ^ c i~l s
personally appeared before me tl~~is Z'~ day of .____ ~=L:b _. ___, zv~^ ,and acknowledge the due
execution of the forgoing vve>t [wetland) detention basin mair~tenance requirements. Witness my hand and
official seal, ~ l~u~;~~.~
JAMES WEISCHEDEL
NOTARY PUBLIC
WAKE COUNTY. NC
My Commission Expires 12-26-2011
SEAL My commission expires 12 -Z~ ~- `'~ ~ ~

Pre-F~QRMECf :~C(3tJR I-IQLE (~ 4) - CP(=FtA.TI®N AN® MAINTENANCE AGREEMENT
The level spreader is defined as pan elongated, level ti~reshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows.
1. After constr~.action and until vegetation h:~s been established, level spreaders(s} shalt be inspected after
every rainfall. Thereafter, I;~vel spreader(s) stall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrGte:~~ flow: downhill i~rom the level spreader(s).
c. A level elev<a~ion sf~ali be maintained across the entire flow-spreading structure at all times.
Repair or r~splace the level spreader i it is damaged.
d. Mow vegetr~livc. ewer to a height of si;c (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair er,~cJed areas and repiace/replant dead or damaged vegetation.
2. The contractor shor~id avoid t:he placement of any rriaterial on and prevent construction traffic across
the structure. !f thf~ rrieasu~ e is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair t,e collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper #r.irtctioning.
I acknowledge and ag;'et k:~~r my :~igr nature below that I am responsible for the performance of the maintenance
procedures listed above. ! r~~:~ree to notify D1~Jt;~ of any proralems with the system of prior to any changes to the
system or responsible part;.
Print name: ~r~~J._ __~,. ~~`~. -_~_°_1.~~~~-,~w.~-~/u.Ar.~ ~~~a~~-..+s..77 r c r rusr.~
Title: rv~4~~- ~l~-
Addres
Phone:
Signati
Date:
Note
I, J~~s L~e;sc~,ec~~l,_______ _~,T,aNotaryPublicfortheStateof~/I/~~~t~ C~~a~,~~~ ,
County of W2ky__,_ ______ > do hereby certify that _ in ~,rct~} ~ . ~ a1~.~S
personally appeared bcf:~rc: nee this ~'~ _ day of _~~ ~_ < c,~.'? ,and acknowledge the due
execution of the forgoing v~,t (~nretland] detention basin rrraintenance requirements. Witness my hand and
official seal, ~ _ `/ ' „/ ~.
JAMES WEISCHEDEL
NOTARY PUBLIC
WAKE COUNTY. NC
My Commission Expires 12-2&2011
My commission exf~ires,

SEAL.
The legally r~ryspor,4it;le p~,~r~ty shouicl not be a hcm.:owners association unless more than 50% of the
lots have been s~ai;t and a resident r_-f the sut:~divisic?n has been named the president.

Rre-F®f~ll~l::ta S{,OtsEt I~IOLE (# 5) -• t~JPF.R/>-TiON AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level inreshald, designed to diffuse stormwater runoff.
Maintenance activities shall be per-tormed as foilows:
1. After construction and uniil vagetatir.~n has bF,en established, level spreaders(s) shall be inspected after
every rainfall. T~here~after, level spreader(s) shall be inspected at least every month and more
frequently during thF~ fall season and after heavy rainfall events:
a. Accumulat{~c! sediment, leaves>, and trash shall be removed, and repairs made if required.
b. Inspect. level sere;~der(s) for evidence of scour, undercutting, settlement of the structure, and
concentr~tFCi flows downhill from the level spreader(s).
c. A kevel ¢~levation sk~ial~ be maintained across the; entire flow-spreading structure at all times.
Repair or re:placea {:he level spreader if it is damaged.
d. Mow vegetai.ive ccwc~r to G! height of six (G) inches and prune plants if they cover over half of the
level spred{'r surface.
e. Repair Eroded areas and reK~lace/replant dead or damaged vegetation.
2. The contractor shouiu avoid the placement of any material on and prevent construction traffic across
the structure. I tk-e rneas~_-ie is darnagcd by construction traffic, it shall be repaired immediately.
3. Inspect and repair tl~-e col'eccion system (e.g., c;atc~~ basins, pipes, swales, riprap) four (4) times a year
to maintain prouc:r f;.-nctivning.
acknowledge and a{~r~v~~e k:~,;~ r~,y ai~gnature b~s'ow than I arr, responsible for the performance of the maintenance
procedures listed above;:. I cc~ree to notify U~'VC~ of any problems with the system of prior to any changes to the
system or responsible parity.
Print name: ~_r~~5 _y. ~g.~~1_.~~}~..d V~~Av-Yr'~J4~Jc.~.,~Pn.sSi ~1.d c ~'~~-
Title: ~'1/_~~~f^--. ___.
Address: 1.L`~ ~~?_._~!._ _._ __-~~?~.s4- ~~u~1r_4!~-t ~..~v ~ 2'~3
Phone: ~~,
Signature
Date: 2 2 0•~
Note: The legally rc=s~,ci~tuit~lt~ lea; ty ~.hous'c_i not be a ho:rneowners association unless more than 50% of the
lots have bc~e-~ sc;li~ ~ii.d a resident of tl~c: subdivision has been named the president.
I, T~.M~s W~s~~E~-e,_l ____ _ _, a Notary Public for the State of ~,/~~~~ C~~,~~~l;.~o, ,
County of _ W ~k~-__~__,__________, do hereby/ certify that __ ~! ~ ~<~s__R~ n ~~ d s
personally appeared before: me this, _ ~j1 _ day of ____ ~b , ?~~ 7 -, and acknowledge the due
execution of the forgoing wet [wetlarFd] detention basin maintenance requirements. Witness my hand and
official seal, ~ _, // _'~' _ ,,
JAMES WEISCHEDEL
NOTARY PUBLIC
WAKE COUNTY. NC
My Commission Expires 12-26-2011
SEAL My commission expires 12 ` ~ r ~ ~--~ } ~

Pre-FGRIVf~::t) `S(;C~t~R t~-I(?L,E: (#~ E+) ~~ CF~tnRATIt~N AND MAINTENANCE AGREEMENT
The lave{ spreader is definca~l as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall bE: per-formed as follows:
1. After construction grid anti! vegetation has been established, level spreaders(s) shall be inspected after
every rainfall. There~~fter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulatf;~;a sediment, leaves; and trash shall be removed, and repairs made if required.
b. Inspect level spreaader(s) far evidence of scour, undercutting, settlement of the structure, and
concentr~atec4 flo~rvs downhill from the lave! spreader(s).
c. A level f;!~;v,ation shell be rr~ainl:ainod across the entire flow-spreading structure at all times.
Repair oi° ref.lace the level spreader ii it is damaged.
d. Mew vegetative ccwer to ~~ height of six (G) inches and prune plants if they cover over half of the
level spreacif~r surl'a.ce.
e. Rep;~ir erc~C c:3d ;areas and replace/replant dead or damaged vegetation.
2. The contractor st;or.rici avoid the pia~,ernent of any material on and prevent construction traffic across
the structure. If tf?c: r ~ Leasure a dams~ged by construction traffic, it shall be repaired immediately.
3. Inspect and repair t;~; collF.c~ion system (e.y., catch basins, pipes, swales, riprap) four (4) times a year
to maintain prop:=r fr.rnctioning.
I acknowledge and ac~rec k;y my Scnature belovv tha~ I am responsible for the performance of the maintenance
procedures listed abovt.>. 1 .greE: tc~ notify C~G11t~ of ar.y problems with the system of prior to any changes to the
system or responsible ~~~~rt~y.
'~ r
Print name: S ~.-- . 1~~ nb up t-+~o~~~ ~Jt-c.~r~,j.~ ~,~c ,
Title: f~n,L.,~. S../L_ _ ~-----
-------
Address: ~S ~'__ Vu.t.apK-gL___l~L~__S7v~'M-~,,.,_~__NL_~ ~
Phone: ~ (I Q lQ -S~i~~6`~~
Signature
Date: Z
Note: The legally resf~c}r~si'A~i~~ party should not be a homeowners association unless rnore than 50% of the
lots have beUr~ sf;i~; rind ~~ re::>ident of the ,ubdivision has been Warned the president.
I, T~~~ ~~Je.sci,~~_~_____.~-.____ _, a Notary Public, for the State of ~~i~'~, ~ ~,~7~,~ ~~,
County of ^__ lN~.k.~__~____._...__ __, do hereby certify that _ 1~~;~c.t7;.~~~rolS
personally appeared beforf~ me t(l!s ~^ ____ clay of ~~ ~ ~ o_r,~~_, and acknowledge the due
execution of the foi-c~oinq vvt~t [~n~etiand] detentior~~ basin maintenance requirements. Witness my hand and
official seal, /~ //.: l'
JAMES WEISCHEDEL
NOTARY PUBLIC
WAKE COUNTY. NC
My Commission Expires 12-26-2011
SEAL
My commission expires 12 ' ~ ~ ~~ ~~ r I

Pro-F®Ril~ED sC0i,1~; HOLE (~ 7) - t,PERATI~3P~ AND MAINTENANCE AGREEMENT
The level spreader is define=;d as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall o~ psrformed as follows:
1. After construction avid anti! vegetation has bE:~en established, level spreaders(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the: fall season and offer heavy iainfall events:
a. Accumuiatea~ Sedi171E:nt, leaves, and tr,~sh shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scalar, undercutting, settlement of the structure, and
concentrates flows downhill from the level spreader(s).
c. A fevel rlc:v~iion si`iail be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level sprear~r::r sun`ace.
e. Repair erc~dc-.~d areas and rF,placeireplantdegid or damaged vegetation.
2. The contractor shctafd avoid the placement of any material on and prevent construction traffic across
the structure. !f tree r' icasure is damaged by construction traffic, it shall be repaired immediately.
3. inspect and repair tf~~~.~ collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain prop~:~r f+..rnctioning.
I acknowledge and agree I:~;! i7~y signature beio4v that I am responsible fur the performance of the maintenance
procedures listed above:. I .~;~;ree io notify i.~WC~ of any probier~ns ~Nith the system of prior to any changes to the
system or responsible pert,.
Print name: ~ ~`~c3S ~ . ~ X10
Title
h^5,,,.~.-_~ 4~.. -----
Address:
Phone:
Signature
Date:
Note:
J~.,~.z sv 1, ~, s~ h ~~~~---_-_- - --. a Notary t'ublic for the State of ,/I~o~~'1, C~,~~J~ .,~-~ ,
County of W~1r-~- _______ , do hc:;reby certify that _~_Lv!~,r: h5- _ ~:yn~i~t;
personally appeared bufnre; me this 2'~._, .. d:~y of ~ ~-~ ._.____~ _ , ~.~-~ ,and acknowledge the due
execution of the forc~oir-~r~ v~~~:~t ~~wetl~,nd~ derc~tion basin maintenance requirements. Witness my hand and
official seal, ~~_ J/
JAMES WEISCHEDEL
NOTARY PUBLIC
WAKE COUNTY. NC
My Commission Expires 12-26-2011
SEAL My commission expires ~ 2 'Z ~' _ ` ° i ~
The legally respon~,ii;le I_r.ii~ty should not rye .a i~omeowi~er:> associ~ition unless more than 50% of the
lots have bean r:~r.;ld ~3nd a resident cf tf~e subdivision has been Warned the president.