20121013 Ver 1_401 Application_20121112

WITHERS &' RA►VENEL
ENGINEERS I PLANNERS I SURVEYORS
1410 COMMONWEALTH DRIVE, SUITE 1o1
WILMINGTON, NORTH CAROLINA, 28403
[phone]
FAX [phone]
T0: NC Division of Water Quality — 4o1 Wetlands Unit
512 N. Salisbury Street; 9`h Floor
Raleigh, NC 276o4
WE ARE SENDING YOU
❑ Shop Drawings
❑ Copy of Letter
20121013
LEITE R Q) F 7RAN555MITrQL
DATE 11/1/12
1 Jos NO. 02110141.00
ATENTION
Ms. Karen Higgins
PHONE#
gig-807-6363
RE: Holland Farm Subdivision
NWP 29 PCN Submittal
02110141.00
A JIM
1
11/1/12
021101 1.00
Check for $57o Application Fee
1
11/1/12
02110141-00
® Attached ❑ Under separate cover via
❑ Prints ❑ Plans ❑ Samples
❑ Change order ❑ Diskette ❑
the following items:
❑ Specifications
COPIES
DATE
NO.
DESCRIPTION
5
11/1/12
02110141.00
NWP 29 PCN
1
11/1/12
021101 1.00
Check for $57o Application Fee
1
11/1/12
02110141-00
CD of PCN Submittal
THESE ARE TRANSMITTED as checked below:
® For approval ❑ Approved as submitted
❑ For your use ❑ Approved as noted
❑ As requested ❑ Returned for corrections
❑ For review and comment ❑
❑ FOR BIDS DUE 20 ❑ PRINTS RETURNED AFTER LOAN TO US
❑ Resubmit
❑ Submit
❑ Return
copies for approval
copies for distribution
corrected prints
COPY TO: File
SIGNED: Troy Beasley
if enclosures are not as noted, kindly notify us at once.

WITHERS RAVEN EL
November 1, 2012
US Army Corps of Engineers
Raleigh Regulatory Field Office
Attn: Mr. Dave Shaeffer
3331 Heritage Trade Drive
Suite 105
Wake Forest, NC 27587
Re: Holland Farm — NWP 3 & 29 PCN Submittal
Corps AID #SAW -2012 -01670
W &R Project #02110141.00
Dear Mr. Shaeffer and Ms. Higgins,
ENGINEERS I PLANNERS I SURVEYORS
NC- Division of Water Quality
401 Wetlands Unit
Attn: Ms. Karen Higgins
1650 Mail Service Center
Raleigh, North Carolina 27699
On behalf of M/I Homes, we are requesting authorization from the USACE to use NWP 29 for 0.24
acres of permanent wetland impacts, 218 if of permanent stream impacts, 24 if of temporary stream
impacts and 0.187 acres of permanent surface water impacts for the construction of the proposed
project. We are also requesting a NWP 3 for 0.031 acres of temporary surface water impacts as a
result of replacement of the existing outfall structure in the central pond. We are also requesting
DWQ4o1- certification for the aforementioned impacts.
The project is ±63.o acres in size and is located at 9217 Green Level Church Road in Cary, Wake
County (Latitude: 35.7997 1N; Longitude: - 78.905453 °W)• The project is located in the Cape
Fear /Jordan Lake basin and onsite waters drain to White Oak Creek. The Water Quality Classification
for White Oak Creek is WS- IV;NSW and the Stream Index Number is: 16- 41- 6(0.7). The cataloging
unit for the site is 03030002.
Project History
Ms. Jan Patterson with the Town of Cary issued a Buffer Determination letter for the project site on
August 10, 2012. A copy of the Buffer Determination letter has been provided as an Appendix.
Please note that impacts to Jordan Lake Buffers will be permitted through the Town of Cary.
Dave Shaeffer with the Corps of Engineers issued a final JD and signed wetlands surveys for the
project site on 10/29/12 (AID #SAW -2012- 01670). A copy of the JD has been provided as an
Appendix.
Proposed Project
The proposed project consists of the construction of a 242 lot residential subdivision and
associated infrastructure (i.e. roads, utilities, stormwater management system, etc.), a 1o' public
1410 Commonwealth Drive I Suite 1011 Wilmington, NC 28403 1 tel: [phone] fax: [phone]
www.withersravene[.com I License No. C -0832

WITHERS II RAVEN EL
ENGINEERS I PLANNERS I SURVEYOR5
greenway to betaken over by the Town of Cary, a 6' wide private greenway trail and improvements to
Green Level Church Road. The project will also require replacement of the existing outfatt structure
within the central pond. The current outlet structure is undersized and must be upgraded to meet
loo -year storm levels without overtopping the dam, as well as to meet Town of Cary's requirements.
Proposed Impacts
The proposed impacts consist 0.24 acres of permanent wetland impacts, 2o6 If of permanent stream
impacts and 0.187 of permanent surface water impacts for construction of the infrastructure (i.e.
roads, utilities, etc.) and greenway trails. Impact 1 (o.o69 ac of permanent wetland impacts) will
result from a cut -de -sac which is being required by the Town of Cary to provide a turnaround for
emergency vehicles. This cut -de -sac will remain in place until the adjacent property is developed
and the road is extended. Lot 242 will not be sold until the road is connected and the cut -de -sac is
removed.
Impact #13 (50 If of permanent stream impacts) will result from installation of a culvert for the 1o'
Town of Cary greenway trait. The Town of Cary is requiring this crossing to be cutverted, as Cary will
take over the greenway easement as part of the Town of Cary greenway trait network. The
remainder of the proposed permanent stream and wetland impacts will occur from construction of
internal access roads and utilities.
Impact #7 (137 If of permanent stream impacts) will occur from the construction of a stub road to the
property boundary. The Town of Cary's LIDO requires that developments must construct roads to the
property boundary for connection to roads within future development of adjacent parcels. This
requirement is to provide internal travel corridors to reduce traffic on major thoroughfares. As a
result of this requirement, the applicant is required by the Town of Cary to construct the road to the
property boundary, resulting in Impact #7. The Town of Cary will not allow the applicant to bond the
section of road from west of the stream to the property tine for future construction in lieu of
physically constructing the road. Therefore, the applicant is required to construct the road and
impact the stream. The adjacent property which will connect to this road is currently in the planning
stages and is expected to be developed in the near future.
Impact #11 (0.187 acres of permanent surface water impacts) and Impact #12 (o.008 acres of
permanent wetland impacts) will occur from the expansion of Green Level. Church Road. The
expansion of Green Level. Church Road is a requirement by the Town of Cary as a condition of
approval of the project. The road expansion will not impact the entire surface water. However, due
to the small size and poor water quality of the pond, the applicant is proposing to fill the entire
pond.
The proposed project will also result in 24 If of temporary stream impacts (Impact #8) from
installation of a sewer line to service the proposed project.
The replacement of the existing outlet structure in the central pond will result in 0.031 acres of
temporary surface water impacts. While the replacement of the outlet structure is considered
WITHERS RAVENEL Page 2 of
ENGINEERS I PLANNERS I SURVEYORS

WITHERS II RAVEN EL
ENGINEERS I PLANNERS I SURVEYORS
maintenance which is authorized under a NWP 3 without notification, we are including this impact in
the application for authorization.
The proposed project will result in impacts to Jordan Lake Riparian Buffers, which will be permitted
through the Town of Cary.
Avoidance and Minimization
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted
so that impacts to wetlands and streams could be minimized.
The proposed project consists of two separate developments located on each side of the central
pond. In order to minimize impacts to wetlands and streams, both developments are being
permitted as a single project so that all proposed impacts for the entire development can be
reviewed /permitted and mitigated under a single application.
During the initial site plan review, the Town of Cary requested that there be an internal connector
road between the two developments on each side of the central lake. Initially, the Town of Cary
requested that the connector road be constructed north of the central pond. This design would have
resulted in greater impacts to wetlands, streams and buffers than the proposed road to the south of
the central pond. On April 12, 2012, the applicant and W &R conducted a meeting with Lauren
Witherspoon of DWQ and the Town of Cary to discuss the northern and southern options for
providing an internal connector road in regards to avoidance and minimization of impacts. As a
result of this meeting, the Town of Cary agreed to allow the internal connector road to be designed to
the south of the central pond in order to minimize impacts.
Also, both the 6' private greenway and 10' public greenway have been designed to minimize
impacts. The greenway trail along the northern edge of the pond has been designed over an existing
gravel driveway and culverts to avoid additional impacts. Also, the greenways have been designed
to utilize pedestrian bridges to cross streams and wetlands in four different locations to further
minimize impacts.
Mitigation
The applicant proposes to mitigate forthe proposed 206 if of permanent stream impacts through the
purchase of stream mitigation credits within the Cripple Creek Stream and Wetland Mitigation Bank
at a 1:1 ratio. This will result in the purchase of 218 if of stream mitigation.
The applicant proposes to mitigate for the proposed 0.24 acres of permanent wetland impacts
through the purchase of riparian wetland mitigation credits from Cripple Creek Stream and Wetland
Mitigation Bank. Of the 0.24 acres of proposed permanent wetland impacts, 0.171 acres of impact
will occur to herbaceous wetlands that have been significantly disturbed through historic and
ongoing agricultural activities, which have resulted in these wetlands being of very low functional
WITHERS C\ RAVENEL Page 3 of
ENGINEERS I PLANNERS I SURVEYORS

WITHERS II RAVEN EL
ENGINEERS I PLANNERS I SURVEYOR5
value. Therefore, the applicant is proposing to purchase mitigation at a 1:1 ratio, resulting in the
purchase of 0.24 acres of riparian wetland mitigation.
The applicant is not proposing mitigation forthe 0.187 acres of permanent surface water impacts.
Stormwater Management Plan
The proposed stormwater management plan consists of a combination of a constructed stormwater
wetland and vegetated filter strips. The stormwater management plan is currently under review by
the Town of Cary. A copy of the Town of Cary's stormwater management plan approval will be
provided to DWQ upon receipt.
The current NWP 29 request is for 0.24 acres of permanent wetland impacts, 218 if of permanent
stream impacts, 24 if of temporary stream impacts and 0.187 acres of permanent surface water
impacts. The current NWP 3 request is for 0.031 acres of temporary surface water impacts for
replacement of the existing outfall structure in the central pond (see the attached maps and PCN for
details).
Please feel free to call if you have questions or require additional information.
Sincerely,
Troy Beasley
Environmental Scientist
Attachments:
• PCN Form
• Agent Authorization
• Wetland Location Exhibit
• USGS Quad Map
• Wake County Soil Survey
• Corps JD and Signed Wetland Survey
• Town of Cary Buffer Determination Letter
• Cripple Creek Mitigation Bank Letter of Availability
• Impact Exhibits
WITHERS RAVENEL Page 4 of
ENGINEERS I PLANNERS I SURVEYORS

o�oF w a rF9o�
Office Use Only:
Corps action ID no.
DWQ project no.
Form Version 1.3 Dec 10 2008
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version
Pre - Construction Notification PCN Form
A. Applicant Information
1.
Processing
1 a.
Type(s) of approval sought from the
Corps:
®Section 404 Permit El Section 10 Permit
1 b.
Specify Nationwide Permit (NWP) number: 29 & 3 or General Permit (GP) number:
1 c.
Has the NWP or GP number been verified by the Corps?
® Yes
❑ No
1 d.
Type(s) of approval sought from the DWQ (check all that apply):
® 401 Water Quality Certification — Regular ❑ Non -404 Jurisdictional General Permit
❑ 401 Water Quality Certification — Express ❑ Riparian Buffer Authorization
1 e.
Is this notification solely for the record
because written approval is not required?
For the record only for DWQ 401
Certification:
❑ Yes ® No
For the record only for Corps Permit:
❑ Yes ® No
1f.
Is payment into a mitigation bank or in -lieu fee program proposed for mitigation
of impacts? If so, attach the acceptance letter from mitigation bank or in -lieu
fee program.
® Yes
❑ No
1 g.
Is the project located in any of NC's twenty coastal counties. If yes, answer 1 In
below.
❑ Yes
® No
1 h.
Is the project located within a NC DCM Area of Environmental Concern (AEC)?
❑ Yes
® No
2.
Project Information
2a.
Name of project:
Holland Farm
2b.
County:
Wake County
2c.
Nearest municipality / town:
Cary
2d.
Subdivision name:
2e.
NCDOT only, T.I.P. or state
project no:
3.
Owner Information
3a.
Name(s) on Recorded Deed:
Franklin Cecil Holland
3b.
Deed Book and Page No.
DB: 13887; Page: 2006
3c.
Responsible Party (for LLC if
applicable):
3d.
Street address:
9217 Green Level Church Road
3e.
City, state, zip:
Cary, NC 27519
3f.
Telephone no.:
3g.
Fax no.:
3h.
Email address:
Page 1 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4.
Applicant Information (if different from owner)
4a.
Applicant is:
❑ Agent ® Other, specify: Contract Purchaser
4b.
Name:
Jeremy Medlin
4c.
Business name
(if applicable):
M/1 Homes
4d.
Street address:
1511 Sunday Drive, Suite 100
4e.
City, state, zip:
Raleigh, NC 27607
4f.
Telephone no.:
919 - 828 -1106
4g.
Fax no.:
4h.
Email address:
jmedlin @MIHOMES.com
5.
Agent/Consultant Information (if applicable)
5a.
Name:
Troy Beasley
5b.
Business name
(if applicable):
Withers and Ravenel
5c.
Street address:
1410 Commonwealth Drive, Suite 101
5d.
City, state, zip:
Wilmington, NC 28403
5e.
Telephone no.:
910 - 256 -9277
5f.
Fax no.:
910 - 256 -2584
5g.
Email address:
tbeasley @withersravenel.com
Page 2 of 11
PCN Form — Version 1.3 December 10, 2008 Version

B. Project Information and Prior Project History
1. Property Identification
1 a. Property identification no. (tax PIN or parcel ID):
0724769129
1 b. Site coordinates (in decimal degrees):
Latitude: 35.7997 °N Longitude: - 78.905453 °W
(DD.DDDDDD) (- DD.DDDDDD)
1 c. Property size:
±63 acres
2. Surface Waters
2a. Name of nearest body of water (stream, river, etc.) to
White Oak Creek
proposed project:
2b. Water Quality Classification of nearest receiving water:
WS- IV;NSW (Stream Index: 16 -41- 6(0.7)
2c. River basin:
Cape Fear - 03030002
3. Project Description
3a. Describe the existing conditions on the site and the general land use in the vicinity of the project at the time of this
application:
The project site currently consists of an active agricultural operation, with areas of undeveloped woodlands. The general
land use in the vicinity of the project consists primarily of residential subdivisions.
3b. List the total estimated acreage of all existing wetlands on the property:
Wetlands - ±2.06 acres
Surface Waters - ±2.284 acres
3c. List the total estimated linear feet of all existing streams (intermittent and perennial) on the property:
±2,408 If
3d. Explain the purpose of the proposed project:
The purpose of the proposed project is to construct a residential subdivision, associated infrastructure (i.e. utilities,
stormwater management, etc.) and greenway trails.
3e. Describe the overall project in detail, including the type of equipment to be used:
The proposed project consists of the construction of a 242 lot residential subdivision and associated infrastructure, as well
as a 10' public greenway trail which will be part of the Town of Cary's greenway trail system and a 6' private greenway
trail. Standard commercial construction equipment will be used to construct the proposed project. The project also
includes replacement of the existing outlet structure within the central pond. The existing outlet structure is undersized
and must be upgraded to meet 100 -year storm levels without overtopping of the dam, as well as meet the Town of Cary's
requirements.
4. Jurisdictional Determinations
4a. Have jurisdictional wetland or stream determinations by the
Corps or State been requested or obtained for this property /
®Yes El No El Unknown
project (including all prior phases) in the past?
Comments:
4b. If the Corps made the jurisdictional determination, what type
Preliminary El Final
of determination was made?
4c. If yes, who delineated the jurisdictional areas?
Agency /Consultant Company: Withers & Ravenel
Name (if known): Troy Beasley — W &R
Other:
4d. If yes, list the dates of the Corps jurisdictional determinations or State determinations and attach documentation.
The Corps of Engineers issued a JD and signed wetland surveys on 10/19/2012 (AID #SAW- 2012 - 01670). A copy of the
signed wetland survey has been provided as an Appendix.
Jan Patterson with the Town of Cary issued a Buffer Determination Letter for the subject property on August 10, 2012,
which has been provided as an Appendix.
Page 3 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5. Project History
5a. Have permits or certifications been requested or obtained for
this project (including all prior phases) in the past?
❑ Yes ® No ❑ Unknown
5b. If yes, explain in detail according to "help file" instructions.
6. Future Project Plans
6a. Is this a phased project?
® Yes ❑ No
6b. If yes, explain.
The project will be constructed in two phases. However, all wetland and stream impacts are being addressed under this
application.
Page 4 of 11
PCN Form — Version 1.3 December 10, 2008 Version

C. Proposed Impacts Inventory
1. Impacts Summary
1 a. Which sections were completed below for your project (check all that apply):
® Wetlands ® Streams - tributaries ❑ Buffers
® Open Waters ❑ Pond Construction
2. Wetland Impacts
If there are wetland impacts proposed on the site, then complete this question for each wetland area impacted.
2a.
2b.
2c.
2d.
2e.
2f.
Wetland impact
Type of jurisdiction
number —
Type of impact
Type of wetland
Forested
(Corps - 404, 10
Area of impact
Permanent (P) or
(if known)
DWQ — non -404, other)
(acres)
Temporary (T)
Impact #1
® P El
Fill
(Cul -de -sac)
Headwater Forest
® Yes
El No
® Corps
® DWQ
0.069 acres
Impact #2
Fill
❑ Yes
® Corps
® P ❑ T
(Rip -rap
Herbaceous
® No
® DWQ
0.005 acres
dissipater)
Impact #4
Fill
Herbaceous
El Yes
® Corps
0.033 acres
® P El
(Road Crossing)
® No
® DWQ
Impact #9
Fill
❑ Yes
® Corps
® P ❑ T
(Stormwater
Herbaceous
® No
® DWQ
0.009 acres
Outfall)
Impact #10
Fill
Herbaceous
El Yes
® Corps
0.116 acres
® P El
(Road Crossing)
® No
® DWQ
Impact #11
Fill
Herbaceous
El Yes
® Corps
0.008 acres
® P El
(Road Expansion)
® No
® DWQ
2g. Total wetland impacts
0.24 acres
2h. Comments:
3. Stream Impacts
If there are perennial or intermittent stream impacts (including temporary impacts) proposed on the site, then complete this
question for all stream sites impacted.
3a.
3b.
3c.
3d.
3e.
3f.
3g.
Stream impact
Type of impact
Stream name
Perennial
Type of jurisdiction
Average
Impact
number -
(PER) or
(Corps - 404, 10
stream
length
Permanent (P) or
intermittent
DWQ — non -404,
width
(linear
Temporary (T)
(INT)?
other)
(feet)
feet)
Impact #6
Fill
(Rip -rap dissipater
UT to White Oak
® PER
® Corps
6'
19 If
® P El
for pond outfall)
Creek
El INT
® DWQ
Impact #7
Fill
UT to White Oak
® PER
® Corps
6'
137 If
® P ❑ T
(Road Crossing)
Creek
❑ INT
® DWQ
Impact #8
Sewer Crossing
UT to White Oak
® PER
® Corps
10'
24 If
❑ P ® T
Creek
❑ INT
® DWQ
Impact #13
Culvert
(Greenway
UT to White Oak
® PER
® Corps
10'
50 If
® P ❑ T
Crossing)
Creek
❑ INT
® DWQ
Impact #24
Culvert
(Replacement of
UT to White Oak
® PER
® Corps
5'
12 If
® P ❑ T
Existing Culvert)
Creek
❑ INT
® DWQ
3h. Total stream and tributary impacts
242 If
3i. Comments:
Page 5 of 11
PCN Form — Version 1.3 December 10, 2008 Version

4. Open Water Impacts
If there are proposed impacts to lakes, ponds, estuaries, tributaries, sounds, the Atlantic Ocean, or any other open water of
the U.S. then individually list all open water impacts below.
4a.
4b.
4c.
4d.
4e.
Open water
Name of waterbody
impact number —
(if applicable)
Type of impact
Waterbody type
Area of impact (acres)
Permanent (P) or
Temporary (T)
Impact #11
® P E] T
Fill
(Impact from Road Expansion)
Farm Pond
0.187 acres
Impact #13
Replacement of Existing Outlet
❑ P ® T
Structure
Farm Pond
0.031 acres
(Maintenance)
4f. Total open water impacts
0.218 acres
4g. Comments:
5. Pond or Lake Construction
If pond or lake construction proposed, then complete the chart below.
5a.
5b.
5c.
5d.
5e.
Wetland Impacts (acres)
Stream Impacts (feet)
Upland
Pond ID
Proposed use or purpose
(acres)
number
of pond
Flooded
Filled
Excavated
Flooded
Filled
Excavated
Flooded
P1
P2
K Total
5g. Comments:
5h. Is a dam high hazard permit required?
❑ Yes ❑ No If yes, permit ID no:
5i. Expected pond surface area (acres):
5j. Size of pond watershed (acres):
5k. Method of construction:
6. Buffer Impacts (for DWQ)
If project will impact a protected riparian buffer, then complete the chart below. If yes, then individually list all buffer impacts
below. If any impacts require mitigation, then you MUST fill out Section D of this form.
6a.
❑ Neuse El Tar-Pamlico ®Other: Jordan Lake
Project is in which protected basin?
❑ Catawba ❑ Randleman
6b.
6c.
6d.
6e.
6f.
6g.
Buffer impact
number —
Reason
Buffer
Zone 1 impact
Zone 2 impact
Permanent (P) or
for
Stream name
mitigation
(square feet)
(square feet)
Temporary (T)
impact
required?
B1 ❑P ❑T
F-1 Yes
❑ No
B2 ❑P ❑T
F-1 Yes
❑ No
B3 ❑P ❑T
F-1 Yes
❑ No
6h. Total buffer impacts
6i. Comments: Impacts to Jordan Lake Buffers will be permitted by Town of Cary.
Page 6 of 11
PCN Form — Version 1.3 December 10, 2008 Version

D. Impact Justification and Mitigation
1. Avoidance and Minimization
1 a. Specifically describe measures taken to avoid or minimize the proposed impacts in designing project.
Prior to site plan design, the applicant requested that a detailed wetland delineation be conducted so that impacts to wetlands
and streams could be minimized.
The proposed project consists of two separate developments located on each side of the central pond. In order to minimize
impacts to wetlands and streams, both developments are being permitted as a single project so that all proposed impacts for
the entire development can be reviewed /permitted and mitigated under a single application.
During the initial site plan review, the Town of Cary requested that there be an internal connector road between the two
developments on each side of the central lake. Initially, the Town of Cary requested that the connector road be constructed
north of the central pond. This design would have resulted in greater impacts to wetlands, streams and buffers than the
proposed road to the south of the central pond. On April 12, 2012, the applicant and W &R conducted a meeting with Lauren
Witherspoon of DWQ and the Town of Cary to discuss the northern and southern options for providing an internal connector
road in regards to avoidance and minimization of impacts. As a result of this meeting, the Town of Cary agreed to allow the
internal connector road to designed to the south of the central pond in order to minimize impacts.
Also, both the 6' private greenway and 10' public greenway have been designed to minimize impacts. The greenway trail
along the northern edge of the pond has been designed over an existing gravel driveway and culverts to avoid additional
impacts. Also, the greenways have been designed to utilize pedestrian bridges to cross streams and wetlands in four different
locations to further minimize impacts.
1 b. Specifically describe measures taken to avoid or minimize the proposed impacts through construction techniques.
Pedestrian bridges have been designed for four greenway crossings over wetlands and streams to minimized wetland
impacts. Silt fencing will be installed around all disturbed areas to prevent sediment from escaping and impacting adjacent
wetlands and streams.
2. Compensatory Mitigation for Impacts to Waters of the U.S. or Waters of the State
2a. Does the project require Compensatory Mitigation for
® Yes ❑ No
impacts to Waters of the U.S. or Waters of the State?
2b. If yes, mitigation is required by (check all that apply):
® DWQ ® Corps
® Mitigation bank
2c. If yes, which mitigation option will be used for this
El Payment to in -lieu fee program
project?
❑ Permittee Responsible Mitigation
3. Complete if Using a Mitigation Bank
3a. Name of Mitigation Bank: Cripple Creek Stream & Wetland Mitigation Bank
Quantity:
Type:
3b. Credits Purchased (attach receipt and letter)
Riparian Wetland — 0.24 ac
Wetland &Stream
Credits have been reserved, but not purchased
Stream — 218 If
Page 7 of 11
PCN Form — Version 1.3 December 10, 2008 Version

3c. Comments: Wetland and stream mitigation credits have been reserved, and will purchased upon issuance of 404/401
permits.
4. Complete if Making a Payment to In -lieu Fee Program
4a. Approval letter from in -lieu fee program is attached.
❑ Yes
4b. Stream mitigation requested:
linear feet
4c. If using stream mitigation, stream temperature:
❑ warm ❑ cool ❑cold
4d. Buffer mitigation requested (DWQ only):
square feet
4e. Riparian wetland mitigation requested:
acres
4f. Non - riparian wetland mitigation requested:
acres
4g. Coastal (tidal) wetland mitigation requested:
acres
4h. Comments:
5. Complete if Using a Permittee Responsible Mitigation Plan
5a. If using a permittee responsible mitigation plan, provide a description of the proposed mitigation plan.
6. Buffer Mitigation (State Regulated Riparian Buffer Rules) — required by DWQ
6a. Will the project result in an impact within a protected riparian buffer that requires
buffer mitigation?
❑ Yes ® No
6b. If yes, then identify the square feet of impact to each zone of the riparian buffer that requires mitigation. Calculate the
amount of mitigation required.
Zone
6c.
Reason for impact
6d.
Total impact
(square feet)
Multiplier
6e.
Required mitigation
(square feet)
Zone 1
3 (2 for Catawba)
Zone 2
1.5
6f. Total buffer mitigation required:
6g. If buffer mitigation is required, discuss what type of mitigation is proposed (e.g., payment to private mitigation bank,
permittee responsible riparian buffer restoration, payment into an approved in -lieu fee fund).
6h. Comments:
Page 8of11
PCN Form — Version 1.3 December 10, 2008 Version

E. Stormwater Management and Diffuse Flow Plan (required by DWQ)
1.
Diffuse Flow Plan
1 a.
Does the project include or is it adjacent to protected riparian buffers identified
® Yes ❑ No
within one of the NC Riparian Buffer Protection Rules?
1 b.
If yes, then is a diffuse flow plan included? If no, explain why.
Comments: Diffuse flow is being reviewed by the Town of Cary as part of the buffer
❑ Yes ® No
impact permitting.
2.
Stormwater Management Plan
2a.
What is the overall percent imperviousness of this project?
22.69%
2b.
Does this project require a Stormwater Management Plan?
® Yes ❑ No
2c.
If this project DOES NOT require a Stormwater Management Plan, explain why:
2d.
If this project DOES require a Stormwater Management Plan, then provide a brief, narrative description of the plan:
The stormwater management plan consists of a combination of a constructed stormwater wetland and vegetated filter
strips. The Stormwater Management Plan is currently under review by the Town of Cary.
A copy of the Town of Cary's
stormwater management plan approval will be provided upon receipt.
® Certified Local Government
2e.
Who will be responsible for the review of the Stormwater Management Plan?
❑ DWQ Stormwater Program
❑ DWQ 401 Unit
3.
Certified Local Government Stormwater Review
3a.
In which local government's jurisdiction is this project?
Town of Cary
® Phase II
❑ NSW
3b.
Which of the following locally - implemented stormwater management programs
❑ USMP
apply (check all that apply):
❑ Water Supply Watershed
❑ Other:
3c.
Has the approved Stormwater Management Plan with proof of approval been
❑ Yes ® No
attached?
4.
DWQ Stormwater Program Review
❑ Coastal counties
❑ HQW
4a.
Which of the following state - implemented stormwater management programs apply
❑ ORW
(check all that apply):
❑ Session Law 2006 -246
❑ Other:
4b.
Has the approved Stormwater Management Plan with proof of approval been
attached?
❑ Yes ❑ No
5.
DWQ 401 Unit Stormwater Review
5a.
Does the Stormwater Management Plan meet the appropriate requirements?
❑ Yes ❑ No
5b.
Have all of the 401 Unit submittal requirements been met?
❑ Yes ❑ No
Page 9 of 11
PCN Form — Version 1.3 December 10, 2008 Version

F. Supplementary Information
1. Environmental Documentation (DWQ Requirement)
1 a. Does the project involve an expenditure of public (federal /state /local) funds or the
❑ Yes ® No
use of public (federal /state) land?
1 b. If you answered "yes" to the above, does the project require preparation of an
environmental document pursuant to the requirements of the National or State
❑ Yes ❑ No
(North Carolina) Environmental Policy Act (NEPA/SEPA)?
1 c. If you answered "yes" to the above, has the document review been finalized by the
State Clearing House? (If so, attach a copy of the NEPA or SEPA final approval
❑ Yes ❑ No
letter.)
Comments:
2. Violations (DWQ Requirement)
2a. Is the site in violation of DWQ Wetland Rules (15A NCAC 2H .0500), Isolated
Wetland Rules (15A NCAC 2H .1300), DWQ Surface Water or Wetland Standards,
❑ Yes ® No
or Riparian Buffer Rules (15A NCAC 2B .0200)?
2b. Is this an after - the -fact permit application?
❑ Yes ® No
2c. If you answered "yes" to one or both of the above questions, provide an explanation of the violation(s):
3. Cumulative Impacts (DWQ Requirement)
3a. Will this project (based on past and reasonably anticipated future impacts) result in
❑ Yes ® No
additional development, which could impact nearby downstream water quality?
3b. If you answered "yes" to the above, submit a qualitative or quantitative cumulative impact analysis in accordance with the
most recent DWQ policy. If you answered "no," provide a short narrative description.
The project is located within an area of Cary that is already heavily developed for residential use. Therefore, the
proposed project is not anticipated to be a catalyst for additional development that could impact nearby downstream
water quality.
4. Sewage Disposal (DWQ Requirement)
4a. 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.
Town of Cary sanitary sewer
Page 10 of 11
PCN Form — Version 1.3 December 10, 2008 Version

5.
Endangered Species and Designated Critical Habitat (Corps Requirement)
5a.
Will this project occur in or near an area with federally protected species or
❑ Yes ® No
habitat?
5b.
Have you checked with the USFWS concerning Endangered Species Act
❑ Yes ® No
impacts?
E] Raleigh
5c.
If yes, indicate the USFWS Field Office you have contacted.
❑ Asheville
5d.
What data sources did you use to determine whether your site would impact Endangered Species or Designated Critical
Habitat?
W &R reviewed the NC Natural Heritage Program database, located at http: / /portal.ncdenr.org /web /nhp /nhp- map- viewer,
to identify if there were any known occurrences of endangered species on or near the proposed project. The review of
the NHP database did not identify any recent occurrences of endangered species or critical habitat on the subject
property or within 2.0 miles of the project. Furthermore, there was no suitable habitat for endangered species observed
during site reviews.
6.
Essential Fish Habitat (Corps Requirement)
6a.
Will this project occur in or near an area designated as essential fish habitat?
❑ Yes ® No
6b.
What data sources did you use to determine whether your site would impact Essential Fish Habitat?
There are no waters classified as EFH in Wake County.
7.
Historic or Prehistoric Cultural Resources (Corps Requirement)
7a.
Will this project occur in or near an area that the state, federal or tribal
governments have designated as having historic or cultural preservation
❑ Yes ® No
status (e.g., National Historic Trust designation or properties significant in
North Carolina history and archaeology)?
7b.
What data sources did you use to determine whether your site would impact historic or archeological resources?
There are no known archeological or cultural resources on the project site.
8. Flood Zone Designation (Corps Requirement)
8a.
Will this project occur in a FEMA- designated 100 -year floodplain?
❑ Yes ® No
8b.
If yes, explain how project meets FEMA requirements:
8c. What source(s) did you use to make the floodplain determination? www.ncfloodmaps.com
Troy Beasley
Authorized Agent
11/1/12
Applicant /Agent's Printed Name
Date
Applicant /Agent's Signature
(Agent's signature is valid only if an authorization letter from the applicant
is provided.)
Page 11 of 11
PCN Form — Version 1.3 December 10, 2008 Version

AGENT AUTHORIZATION

WITHERS &RAVENEEL
ENGINEERS I PLANNERS I SURVEYORS
AUTHORITY FOR APPOINTMENT OF AGENT
The undersigned contract purchaser(s) /owner(s) M/I Homes do(es) hereby appoint Troy Beasley
/ Withers & Ravenel. Inc. as his, her, or it's agent for the purpose of petitioning the appropriate
local, state and federal environmental regulatory agencies (US Army Corps of Engineers, NC
Division of Water Quality, NC Division of Coastal Management, etc.) for: a) review and approval
of the jurisdictional boundaries of onsite jurisdictional areas (wetlands, surface waters, etc.)
and /or; b) preparation and submittal of appropriate environmental permit applications /requests for
the Holland Tract.
The owner does hereby authorize that said agent has the authority to do the following acts on
behalf of the owner:
(1) To submit appropriate requests /applications and the required supplemental
materials;
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of environmental
review by appropriate regulatory agencies.
This authorization shall continue in effect until completion of the contracted task or termination by
the property owner.
Date: 2't f 1 L
Agent's Name, Address & Telephone: Signature of Owner(s):
Troy Beasley /Withers & Ravenel. Inc.
me - Print) (Title)
1410 Commonwealth Drive, Suite 101 CA—XAAea—��
Wilmington, NC 28403 (Signature)
Tel. [phone]
Mailing Address
A %it-- 2' %oi
City State Zip
111 MacKenan Drive I Cary, NC 275111 tel.: [phone] fax: [phone] www.withersravenel.com I License No. C -0832
1410 Commonwealth Drive I Suite 1011 Wilmington, NC 28403 1 tel: [phone] fax: [phone]
7011 Albert Pick Road I Suite G I Greensboro, NC 27409 1 tel: [phone] fax: [phone]

WETLAND LOCATION EXHIBIT;
USGS QUAD MAP &
WAKE CO. SOIL SURVEY

GRAPHIC SCALE
0 150 300
1 inch 300 ft.
Ile J a
At
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K
- �5 , 7,*
NOTES: 1) STREAM CLASSIFICATIONS
BASED ON SITE REVIEW BY JAN
PATTERSON WITH THE TOWN OF
CARY ON MARCH 23, 2012
2) WETLAND DELINEATION FIELD
APPROVED BY CORPS ON
SEPTEMBER 4, 2012
HOLLAND FARM
CARY WAKE COUNTY
WETLAND E JIM
0 vk-
L
"K
-was
.q ilk
STREAM WETLAND LOCATION EXHIBIT WITHERS RAVENEL
CAROLINA ENGINEERS I PLANNERS I SURVIVORS
NORTH

�I
,. GRAPHIC SCALE
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HOLLAND FARM USGS QUAD -GREEN LEVEL WITHERS &- RAVENEL
ENGINEERS 1 PLANNERS I SURVIVORS
CARY WAKE COUNTY NOR11i CAROLINA

J
GRAPHIC SCALE
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ink
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HOLLAND FARM WITHERS RAVENEL
WAKE CO. SOIL SURVEY - SHEET 45 ltNAflfKffR5 I PLkPlltlgR2 I $URVIVOill
f � •Y�

CORPS JD &
SIGNED WETLAND SURVEY

U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW- 2012 -01670 County: Wake U.S.G.S. Quad: NC -GREEN LEVEL
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Property Owner: Franklin Cecil Holland Agent: Withers & Ravenel, Inc.
Address: 9217 Green Level Church Road c/o Troy Beasley
Cary, North Carolina, 27519 Address: 1410 Common Wealth Drive
Suite 101
Wilmington, North Carolina, 28403
Property description:
Size 63 acres Nearest Town Cary, North Carolina
Nearest Waterway White Oak Creek River Basin Cape Fear
USGS HUC 3030002 Coordinates Latitude: 35.7997 Longitude: - 78.9054
Location description: The subject property is located on the west side of Green Level Church Road, 800 Feet
northwest of the intersection of Green Level Church Road and Green Hope School Road.
Indicate Which of the Following Apply:
A. Preliminary Determination
_ Based on preliminary information, there may be wetlands on the above described property. We strongly suggest you have
this property inspected to determine the extent of Department of the Army (DA) jurisdiction. To be considered final, a
jurisdictional determination must be verified by the Corps. This preliminary determination is not an appealable action
under the Regulatory Program Administrative Appeal Process ( Reference 33 CFR Part 331). If you wish, you may
request an approved JD (which may be appealed), by contacting the Corps district for further instruction. Also, you may
provide new information for further consideration by the Corps to reevaluate the JD.
B. Approved Determination
_ There are Navigable Waters of the United States within the above described property subject to the permit requirements of
Section 10 of the Rivers and Harbors Act and Section 404 of the Clean Water Act. Unless there is a change in the law or
our published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
X There are waters of the U.S. including wetlands on the above described property subject to the permit requirements of
Section 404 of the Clean Water Act (CWA)(33 USC § 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
_ We strongly suggest you have the wetlands on your property delineated. Due to the size of your property and /or our
present workload, the Corps may not be able to accomplish this wetland delineation in a timely manner. For a more timely
delineation, you may wish to obtain a consultant. To be considered final, any delineation must be verified by the Corps.
_ The waters of the U.S. including wetlands on your project area have been delineated and the delineation has been
verified by the Corps. We strongly suggest you have this delineation surveyed. Upon completion, this survey should be
reviewed and verified by the Corps. Once verified, this survey will provide an accurate depiction of all areas subject to
CWA jurisdiction on your property which, provided there is no change in the law or our published regulations, may be
relied upon for a period not to exceed five years.
X The waters of the U.S. including wetlands have been delineated and surveyed and are accurately depicted on the plat
signed by the Corps Regulatory Official identified below on October 29, 2012. The subject property contains 2.1 acres of
jurisdictional wetlands, 2,586 lineal feet of jurisdictional relatively permanent waters, and 2.28 acres of jurisdictional
impounded waters: Unless there is a change in the law or our published regulations, this determination may be relied upon
for a period not to exceed five years from the date of this notification.
There are no waters of the U.S., to include wetlands, present on the above described project area which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our
Page 1 of 2 .

published regulations, this determination may be relied upon for a period not to exceed five years from the date of this
notification.
The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act
(LAMA). You should contact the Division of Coastal Management in Morehead City, NC, at (252) 808 -2808 to
determine their requirements.
Placement of dredged or fill material within waters of the US and /or wetlands without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). If you have any questions regarding this
determination and /or the Corps regulatory program, please contact David Shaeffer at 919 -554 -4884 ext. 31 or by e -mail at
david.l.sha efferAusace. a rmy.mil.
C. Basis For Determination The site exhibits wetland and stream criteria as defined in 33 CFR 328.3, the 1987
Corps Wetland Delineation Manual, the Eastern Mountain and Piedmont Regional Supplement to the 1987 Manual
Version 2, (lie Rapanos- Carabell Guidance, and Rep_ulatory Guidance Letter 05 -05.
D. Remarks See the enclosed approved jurisdictional determination form dated October 29, 2012.
E. Attention USDA Program Participants
This delineation /determination has been conducted to identify the limits of Corps' Clean Water Act jurisdiction for the
particular site identified in this request. The delineation/determination may not be valid for the wetland conservation
provisions of the Food Security Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation
in USDA programs, you should request a certified wetland determination from the local office of the Natural Resources
Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in
B. above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this
determination you must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Jason Steele, Review Officer
60 Forsyth Street SW, Room 1OM15
Atlanta, Georgia 30303 -8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for
appeal under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP.
Should you decide to submit an RFA form, it must be received at the above address by 12/28/2012,
* *It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this
correspondence.** Digitally signed by SHAEFFER.DAVID.LEIGH.1260750573
Corps Regulatory Official:
• ��� Government, 5DOD,
ou =PKl, ou =USA,
— SHAEFFERD AVI D.LEIGH.12 fi070573
De: 2012.10.2910:37:19
-04'00'
Date: 10/29/2012 Expiration Date: 10/29/2017
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we continue to
do so, please complete the attached customer Satisfaction Survey or visit http:// per2 .nM.usace.army.mil /survey.html to
complete the survey online.
Copy furnished: Jeremy Medlin, M/I Homes, 1511 Sunday Drive, Suite 100, Raleigh, North Carolina 27607

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CLEAN WATER ACT AS DETERMINED BY THE UNDERSIGNED ON
THIS DATE. UNLESS THERE IS A CHANGE IN THE LAW OR
OUR PUBLISHED REGULATIONS, THIS DETERMINATION MAY BE
RELIED UPON FOR A PERIOD OF FIVE YEARS FROM THIS
DATE THIS DETERMINATION WAS RUDE UTIUZING 7H£
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IUP BY SHIN Q SYIM
ENRRED DATEO 06C OF ME TAUT HE1R5
EST ITE 5ECEA- 5. 1967
usr REO1sEV Aucusr s, 1975
WETLANDS DE064TED BY
W114SRS ! AAMPA L
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NOTES:
THIS PROPERTY IS LOCATED IN THE 100 YEAR FLOOD
PLAIN AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT
AGENCY FLOOD INSURANCE RATE Aw NO. 3720072400J, PANEL
NO. 0724 EFFECTIVE LATE AIAY Z 2006. THE PROPERTY
IS LOCATED WITHIN FLOOD ZONES AE AND X.
MISCLOSURE WAS DISTRIBUTED BY THE COMPASS METHOD.
THE DISTANCES ON THE MP ARE ADJUSTED HORIZONTAL
GROUND DISTANCES UNLESS NOTED OTHERWISE. ALL AREA
CALCULATED BY COORDINATE COMPUTATION.
250' 125• 0' 250'
SCALE IN FEET
SHEET 1 OF 13
x
6
a
23
NORTH CAROLINA
WAKE COUNTY
RECEIVEC
SEP 2 6 2012
RALEIGH REGULATORY
FIELD OFFICE
UNE TA"
LINE BEARING DISTANCE
L 1 N 774656" E 5.51'
L2 N 12'4450" E 22.4 1 '
L3 S 84'5645' E 77.13'
L4 S 54'00'23" E 69.10'
L5 S 51'4651' E 54.45'
L6 S 5028'41' E 4J.52'
L7 S 5024'37' E 26.56'
L8 S 4054'36" W 42.52'
L9 S 46'06'04" E 58.86'
L 10 S 4741 '56" E 49.47'
L 11 S 46'O6'5.r E 49.17'
L12 S 44'0453' E 50.55'
L 13 S 42'JO'03' E 50.37'
L14 S 412957' E 48.17'
L15 S 38'01 'O6" E 49.78'
L16 S JW 16'52" E 49.67'
L17 S 33' 10'49" E 49.01:
L 18 S 3005'34" E 49.94
L19 S 28'04'42' E 49.38'
L20 S 2W40'01" E 49.69'
L21 S 25'4526' E 50.31'
L22 S 25* 16 22" E 49.28'
L23 S 24'36'09' E 50.34'
L24 S 24'36'11' E 50.16'
L25 S 24'01'05' E 50.84'
L26 S 22'48'14' E 49.76'
L27 S 2745'20' E 49.91 '
L28 S 2x02'45' E 50.12'
L29 S 2 f 27'06" E 49.37'
LJO S 21'12'40" E 50.JO'
LJ 1 S 074828' E 50.22'
L52 S 2057'04' E 49.43'
LJJ S 21'04'33' E 49.95'
L34 S 21'08'16' E 104.44'
L35 S 84'5445" E 36.12'
I MICHAEL D. GOODFRED CERTIFY THAT THIS PUT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY AUD£ UNDER MY SUPERVISION,
DEED DESCRIPTION RECORDED IN BOOK PAGE THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
INFOAN00?N FOUND IN BOOK PACE THAT THE R4TI0
OF PRECISION AS CALCULATED !S 1: 45.633 F; THAT THIS PLAT WAS PREPARED
IN ACCORDANCE WITH G.S 47 -30 AS AMENDED WrrNESS AfY ORIGINAL SIGNATURE
REGISTRATION NUMBER AND SEAL THIS 5Th DAY OF
2012
-7 `e5� �1- y LANG SURVEYOR
REGISTRATION No. L- 3x78 °j,,°,,0°°■eaoapp���`
C A'?0(� a■p�i
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•C D . GO 4.115 %*
WITHERa & RAVENEL
sow 7
ENGINEERS 1 PLANNERS I SURVEYORS
'JURIPOICTIONAL
2054 ACRES
SEE SHEET 2
I
K RWY+I.
sTReu4
4AWSOIC770W
su SK17 8
�SEI SAKET 7
rR:RT T E
~v. C HOlLANO
ESTATE F AT -E -1346
-ST RACT
06 14a6. m IJ4
E"'
R.0 1990. 1212
A CART or
fw AV R7r4 Ot- Ai -91T?
i
_2r RCP
eETrr r Inr.LUUs
axtwl E rUNSrAU.
6.6 rr763, - 1960
PW NO Or101, 65 -6]72
Or r
IUP BY SHIN Q SYIM
ENRRED DATEO 06C OF ME TAUT HE1R5
EST ITE 5ECEA- 5. 1967
usr REO1sEV Aucusr s, 1975
WETLANDS DE064TED BY
W114SRS ! AAMPA L
FEM
TRACT 2
1,786 ACRES
fR� ,0,A_
rRARC65 aA.SON 1
06 z". PC off m Np CAN aJ- ■6 -xvrr_
S' RCP
1 �z
JURIST C710/NL
POND 15 AP
0.187 ACRES
SEE SHEET 7�
I ." - .
..5-sr 2•Pf li RCP
q aI u
1
24- RCP °a
NOTES:
THIS PROPERTY IS LOCATED IN THE 100 YEAR FLOOD
PLAIN AS SHOWN ON THE FEDERAL EMERGENCY MANAGEMENT
AGENCY FLOOD INSURANCE RATE Aw NO. 3720072400J, PANEL
NO. 0724 EFFECTIVE LATE AIAY Z 2006. THE PROPERTY
IS LOCATED WITHIN FLOOD ZONES AE AND X.
MISCLOSURE WAS DISTRIBUTED BY THE COMPASS METHOD.
THE DISTANCES ON THE MP ARE ADJUSTED HORIZONTAL
GROUND DISTANCES UNLESS NOTED OTHERWISE. ALL AREA
CALCULATED BY COORDINATE COMPUTATION.
250' 125• 0' 250'
SCALE IN FEET
SHEET 1 OF 13
x
6
a
23
NORTH CAROLINA
WAKE COUNTY
RECEIVEC
SEP 2 6 2012
RALEIGH REGULATORY
FIELD OFFICE
UNE TA"
LINE BEARING DISTANCE
L 1 N 774656" E 5.51'
L2 N 12'4450" E 22.4 1 '
L3 S 84'5645' E 77.13'
L4 S 54'00'23" E 69.10'
L5 S 51'4651' E 54.45'
L6 S 5028'41' E 4J.52'
L7 S 5024'37' E 26.56'
L8 S 4054'36" W 42.52'
L9 S 46'06'04" E 58.86'
L 10 S 4741 '56" E 49.47'
L 11 S 46'O6'5.r E 49.17'
L12 S 44'0453' E 50.55'
L 13 S 42'JO'03' E 50.37'
L14 S 412957' E 48.17'
L15 S 38'01 'O6" E 49.78'
L16 S JW 16'52" E 49.67'
L17 S 33' 10'49" E 49.01:
L 18 S 3005'34" E 49.94
L19 S 28'04'42' E 49.38'
L20 S 2W40'01" E 49.69'
L21 S 25'4526' E 50.31'
L22 S 25* 16 22" E 49.28'
L23 S 24'36'09' E 50.34'
L24 S 24'36'11' E 50.16'
L25 S 24'01'05' E 50.84'
L26 S 22'48'14' E 49.76'
L27 S 2745'20' E 49.91 '
L28 S 2x02'45' E 50.12'
L29 S 2 f 27'06" E 49.37'
LJO S 21'12'40" E 50.JO'
LJ 1 S 074828' E 50.22'
L52 S 2057'04' E 49.43'
LJJ S 21'04'33' E 49.95'
L34 S 21'08'16' E 104.44'
L35 S 84'5445" E 36.12'
I MICHAEL D. GOODFRED CERTIFY THAT THIS PUT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY AUD£ UNDER MY SUPERVISION,
DEED DESCRIPTION RECORDED IN BOOK PAGE THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
INFOAN00?N FOUND IN BOOK PACE THAT THE R4TI0
OF PRECISION AS CALCULATED !S 1: 45.633 F; THAT THIS PLAT WAS PREPARED
IN ACCORDANCE WITH G.S 47 -30 AS AMENDED WrrNESS AfY ORIGINAL SIGNATURE
REGISTRATION NUMBER AND SEAL THIS 5Th DAY OF
2012
-7 `e5� �1- y LANG SURVEYOR
REGISTRATION No. L- 3x78 °j,,°,,0°°■eaoapp���`
C A'?0(� a■p�i
a
s4 SEAL r '
a o
eL- 3278;�r,
zoo C� I, -,�I, r
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•C D . GO 4.115 %*
WITHERa & RAVENEL
sow 7
ENGINEERS 1 PLANNERS I SURVEYORS
I MICHAEL D. GOODFRED CERTIFY THAT THIS PUT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY AUD£ UNDER MY SUPERVISION,
DEED DESCRIPTION RECORDED IN BOOK PAGE THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
INFOAN00?N FOUND IN BOOK PACE THAT THE R4TI0
OF PRECISION AS CALCULATED !S 1: 45.633 F; THAT THIS PLAT WAS PREPARED
IN ACCORDANCE WITH G.S 47 -30 AS AMENDED WrrNESS AfY ORIGINAL SIGNATURE
REGISTRATION NUMBER AND SEAL THIS 5Th DAY OF
2012
-7 `e5� �1- y LANG SURVEYOR
REGISTRATION No. L- 3x78 °j,,°,,0°°■eaoapp���`
C A'?0(� a■p�i
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eL- 3278;�r,
zoo C� I, -,�I, r
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WITHERa & RAVENEL
sow 7
ENGINEERS 1 PLANNERS I SURVEYORS

d ` 6 0 t.
-n� ns, Rye Fia
PS
M/l HOMES, OF RALEIGH, LLC
D.B. 11367, PG. 1774
PIN NO. 0724.02 -86 -1964
MAP BY CHARLES R. BROWN OF
WITHERS & RAVENEL
ENTITLED "SURVEY OF GABEL PROPERTY FOR
FOR MI HOMES"
DATED 10122104.
APPROXIMATE LOCATION
OF CREEK CENTERLINE
JURISDICTIONAL JURISDICT70NAL
STREAM STREAM`
x X 590.48' -
WETLAND AREA C 1
0.013 ACRES-
STREAM
JURISDICTI0NAL
POND
0.043 ACRES
NORTH CAROLINA
WAKE COUNTY
DILAPILMTED
� SHELTER
FRANKLIN C. HOLLAND
ESTATE FILE 89 —E -13
c� SECOND TRACT WOOD
QD D. B. 1488, PG. 134 SHED
D.B. 457, PG. 376
.ry A PART OF H
PIN NO. 0724.02 -76 -912
WETLAND AREA B J
0.017 ACRES D,
' `WETLAND AREA C3
0.244 ACRES
WETLAND AREA C2
0.017 ACRES JUR /SD/CTIONAL
I 626
6270
JURISDICTONAL
STREAM 626
6250
f
624m
I
r
623
6220
6211
6200 -
305
304 3p
303 3f
298 M
297
296 295
294 293
292 291
290 289
288 287
283 282
281 280
279 278
TRULER
STREAM
47,1--
633
iii 309 , WETLAND AREA A
0.661 ACRES
308
47s
6340
M7- 72 474
635
I
636
JURISDICTIONAL j
POND i
2.054 ACRES
614 I
STREAM
II
I+
615 1
t
616
61B .0 *'
617 94b o r
I
fPF^
I MICHAEL D. AN GOODFRED CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM ACTUAL SURVEY MADE UNDER MY SUPERVISION,
DEED DESCRIPTION RECORDED IN BOOK PAGE THAT
THE BOUNCr'RIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
/NFORMATICV FVUND IN BOOK PAGE • THAT THE RA710
OF' PRECMW AS CALCULA7ED Is 1 +IW +. THAT TWS PLAT WAS PREPARED
IN ACCORDINCE WITH G.S. 47 —.10 AS AME7+7 D. WITNESS MY ORIGINAL. SIGNATURE;
RE645mn -m NUMBER AND sm THIS 8l DAY OF . SEPTEMBER _ A.D.,
LAND SURVEYOR
REGISTRATION No. L -3278
NETLANDS REIN WED Br
kfn4 77F t A41wm
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SHEET 2 of 13
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STREAM
46::
478
<76
468
-473
475
FRANLIN C. HOLLAND
ESTATE FILE 89 —E -1340
FIRST TRACT
D.B. 1488, PG. 134
LOT 1
B.M. 1990, PG. 1272
A PART OF
PIN NO. 0724.02 -76 -9129
836.
a
0
z
a
0
m
3
m
100' 5v" 01 'W
I
SCALE IN FEET

v�
i
SEP' 2`
i I�r�l'Eta�+fi`Fdlee,
WETLAND AREA B
0.017 ACRES.
I.
h
W
x
a
ry
M/I HOMES, OF RALEIGH, LLC
D.B. 11367, PG. 1774 661
PIN NO. 0724.02 -86 -1964 JURISDIC7ONAL
2
MAP BY CHARLES R. BROWN OF S7REAM 425 424
WITHERS & RAVENEL 423
ENTITLED "SURVEY OF GABEL PROPERTY FOR 421 422
FOR MI HOMES" 420
DATED 10122104. 477 ats
g at8
41616 1
415
413
414
412
APPROXIMATE LOCATION 41 411
OF CREEK CENTERLINE
JURISDICTIONAL
SIRE' 404 4135
428
z
0 429
s
0
427
0
m
m
426 _
JURISDICTIONAL 368 367
"'
S aC 400
STREAM
398
397
365 366
344 395 6
0
j1pr
657 658
'
3925 396
393
364 363
370
387 390 660
371
386 391
3
361
383 4 38976
362
382 388
WETLAND AREA C 1 361
1
379 375
0.013 ACRES 359
374 380
357
369 358
35 355
353
73
3
352 354
669-, 351
333
332 31
67 330
337 29 372
WETLAND AREA C3
WETLAND AREA C2 32 327
0.244 ACRES
0.017 ACRES 32 326
323
324
335
NORTH G4ROUNA
3i9 20
WAKE COUNTY
I MICHAEL D. COODFRED CER77FY THAT THIS PLAT WAS DRAWN UNDER MY
3 i2
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION,
336 318
DEED DESCRIPTION RECORDED IN BOOK PAGE THAT
68
317 667
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
31
INFORMA71ON FOUND IN BOOK PAGE = THAT THE P4770
OF PRECISION AS C4LCULA7ED is 1: 45.653 +, THAT THIS PLAT WAS PREPARED
JURISDICTIONAL 61
IN ACCORDANCE WITH C.S. 47 -30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE.
STREAM 313 - 312
REGISTR47I0N NUMBER AND SEAL THIS 6th DAY OF SEPTEMBER A.D..
2012
314 311
0
631 2
LAND SURVEYOR
3 s 5 310Gls
710N No. L -3278 `/
.4`' ZN FARO °'•.
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Syr
JURISDICTIONAL
X40 e
POND
e'
SEAL °
2.054 ACRES
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X Dit
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25' 0' 50'
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0"# l i A"Lm .
SHEET 3 of 13
SCALE IN FEET

,RALC'—.'GP, REGLLA7DRY
M/I HOMES, OF RALEIGH, LLC
D.B. 11367, PG. 1774
GREYSTONE MASTER ASSOCIATION, INC. PIN NO. 0724.02 -86 -1964
D.B. 13334, PG. 1487
COMMON OPEN SPACE MAP BY CHARLES R. BROWN OF
GREYSTONE P.D.D.— PARCELS SF —SA & SF -7 WITHERS & RAVENEL
B.M. 2008, PG. 1915 -1920 ENTITLED "SURVEY OF GABEL PROPERTY FOR
PIN NO. 0724.02 -76 -6842 ' FOR MI HOMES"
DATED 10122104.
5090 aye
l 496
507 497
ass
0 486
505 5027 485
483
JURISDICTIONAL 4a4 481
POND ��
0.043 ACRES
482
5orn 344
8
349 343
348 341 340
42 338
JURISDICTIONAL 347
av
STREAM 346 345
629
628
627
1
NORTH CAROLINA
WAKE COUNTY
I MICHAEL D. GOODFRED CERTIFY Th4T THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION,
DEED DESCRIP77ON RECORDED IN BOOK PAGE , THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DROWN FROM
INFORMATION FOUND IN BOOK PAGE THAT THE 84710
OF PRECISION AS CALCULATED IS 1: x•853 +; THAT THIS PLAT WAS PREPARED
IN ACCORDANCE WITH G.S. 47 -30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE;
REGISTRATION NUMBER AND SEAL THIS 9h D4Y OF SEPTEMBER - A.D.,
2012
LAND SURVEYOR
REGISTR47ION No. L -3278
°CAepOa'cn i�"�''= ,•,..• »wrw.n.ca.,r.w.w•�,.,w.
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WITFIERi & RAVtNEL
ENGINEERS I PLANNERS 1 SURVEYORS
111 Mac Keuan Drive Cary, Notth Carolina 17311 www.wilh(,sravvnrl,( oin Li, on.o Nn U -I18I'
1r1 :919- 469 -3340 faa:919 -467 -6008

NORTH CAROUffiA
WAKE COUNTY
l MICHAa D. GOODFRED CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION,
DEED DESCRIF''7ON RECORDED IN BOOK PAGE THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDIG47ED AS DRAWN FROM
INFORMATION ,•OUND IN BOOK PAGE � THAT THE RATIO
OF PRECISION AS CALCULATED IS I. 15.653 +, THAT THIS PLAT WA-5 BARED
IN ACCORDANCE WITH G.S. 47 —X AS AMENDECL WnVESS MY ORIGINAL SIGNATURE
REGISTRA77ON NUMBER AND sm THIS 6m /TAY OF SEPTEMBER A.D.,
2012
LAND 5URVEYOR
REGISTRATION No. L -3278
WETLANDS DEL EATED BY:
*ffm 11 t A NUAL
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D. B. 11783, PG. 1980
PIN NO. 0724.02 -85 -6372
LOT 1
MAP BY SMITH & SMITH
ENTITLED 'PROPERTY OF THE HILLIARD, HEIRS"
DATED DECEMBER 5, 1967
LAST REVISED AUGUST 4, 1975
f RECEIEG
SEP 2 6 2012
RALEi�,i,7 REGULi: i uRY
FII: LD OFFICE
50' 25' 0'
SCALE IN FEET

JE N G.0
NORTH CAROLINA
WAKE COUNTY
I MICHAEL D. GOODFRFJ CER77FY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION,
DEED DESCRIPTION RECORDED IN BOOK PAGE THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
INFORM477ON FOUND IN BOOK PAGE , THAT TW RATIO
OF PRECISION AS CALCULATED IS 1: 45 M` +; ThAr TWS PLAT WAS PREPARED
IN ACCORDANCE WITH 0.5 47 -30 AS WITNESS MY ORIGAYAL Sl"TUR&
REGLSTRAT70N NUMBER AND SEAL THISY OF SEPTEMBER _ A.D..
2012
LAND SURVEYOR
REGTSTRA77ON No L-3278
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148
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1
SCALE IN FEET

RECD 1
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ROYSTER S. FUTRELL,
ANNE GRAY FUTRE
D.B. 4479, PG. 2i
PIN NO. 0724.02 -65-
18
NORTH CAROLIN4
WAKE COUNTY
I MICHAEL D. GOODFRED CERTIFY THAT THIS PLAT WAS DROWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION,
DEED DESCRIPTION RECORDED IN BOOK PAGE THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DROWN FROM
INFORMATION FOUND IN BOOK PAGE • THAT THE RATIO
OF PRECISION AS CALCULATED IS 1: 45.653 +; THAT 7H ;S PLAT WAS PREPARED
IN ACCORDANCE WI7H G.S. 47 -30 AS AUEN1'D, WIMESS MY ORIGINAL SIGNATURE,
RLIGISTRA77ON NUMBER AND SEAL THIS Nh DAY O; 5EPIEVVER A.D.,
2012 _
LAND SURVEYOR
REGiSTM?XW NO 4-3278
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SCALE IN FEET

ti
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608
220 219
607 '
606 221
605
504
NORTH CAROUNA
WAKE COUNTY
a °aeaoaeo00a0paa
/ MICHAEL D. GOODFRED CER77FY THAT THIS PLAT WAS DRAWN UNDER MY
MY SUPERVISION,
•a�°t p•Cq f17oC'voap
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER
DEED DESCRIPTION RECORDED /N BOOK PAGE THAT
ae°
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0 x477 AS AVENDED'
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F :_ OFFICE
218 Ih
29 )a 217
216 �p� T
// AC!
223 6 1. 113 ACRES
215
FRANKLIN C. HOLLAND
ESTATE FILE 56 —E -1340
FIRST TRACT
D. B. 1488, PG. 134
224 214 A PART OF
PIN NO. 0724.02 -76 -9129
213
212
225
226
211 WETLAND.AREA G
0.541 ACRES
227
210
228
209
229 208
207
231 206
232
ONAL
1 191
192 190
193
189
197
200
196 195154
201 X187
202
203
JURISDIC77ONAL
STREAM
m
m
100, 50- 0' 700'
NEXANDS DGiNEAT777 BY` SHEET B of 13 SCALE IN FEET
7RAWN WETLAND DELINEATION'MAP FOR
Y M/I HOMES OF RALEIGH, LLC WITHERS & RAVENEL
Y: MT, BH OF JB HOLLAND PROPERTY ENGINEERS I PLANNERS I SURVEYORS
CHECK & CLOSURE BY: MG
TOWNSHIP: WHITE OAK COUNTY: WAKE STATE: NORTH CAROLINA 111 Mac Krnan Drive Cary, North Carolina 27511 www.wilhrrrravrnrLcrnn I h rn.r Nn- c -url
CAD FILE: HOLLANDWL
let: 919 -469 -3340 fax:[phone]
PROJECT NO: 02110141 00 ZONE: R -40 P.I.N. 0724.02 -76 -9129 & 0724.02 -96 -2056

WEC
OFFICE
INSET FROM SHEET 6
574 -;. �%�r4y t'►w•
573 571
572
57 568
569 57
563 555
562 566
564 560
561 559 o JURISDICTIONAL
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1p 558
557
NOT TO SCALE
0643
641 6042/
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JURISDICTIONAL �,
POND �,
636 p 0.187 ACRES 644
645 U
637 262.p1
S g � • 12'25" W
650\
. (5646
fi4 ""
648
NORTH CAROLINA
WAKE COUNTY
I MICHAEL D. GOODERE12 CER77FY THAT THIS PLAT WAS DRAWN UNDER MY
SUPEIMSION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION,
DEED DESCRIPTION RECORDED IN BOOK PAGE THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
INFORMATION FOUND IN BOOK PAGE = THAT THE RATIO
OF PRECISION AS CALCULATED IS I 45.653 +; THAT THIS PLAT WAS PREPARED
IN ACCORDANCE WITH G.S. 47 -30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE,
REGISM47YON NUMBER AND SEAL THIS E+ir DAY OF SEPTEMBER - A.D.,
2012
LAN.) SURVEYOR
REGISTRATION No. L -3278
ETLAND5 DELWEATED 81'
IIiADii t A4wgku
SCALE: 1"=100'
SURVEYED BY: MT, BH
DRAWN BY: MJB
CHECK & CLOSURE BY: MG
CAD FILE: HOLLANDWL
PROJECT NO: 02110141.00
�
432
WETLAND AREA H
0.160 ACRES
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>t
437
438 IPS
439 4-
440
445 442 441
448 4afi 443
447
I00' 50, 0' I '
SCALE IN FEET
SHEET 9 of 13
WETLANCf'OELIN5"116N MAP FOR
M/I HOMES OF RALEIGH, LLC
OF WITHER= & RAVENEL
HOLLAND PROPERTY ENGINEERS I PLANNERS I SURVEYORS
TOWNSHIP: WHITE OAK COUNTY: WAKE STATE: NORTH CAROLINA 111 Mar K(•nan Drivv Cary, Nurlh Caiolina )7511 www.wiih(- ravrnvl.cnni i <nmo Nei < -0h
"1: 919-469-3340 I ax:919 -4G7 -0008
ZONE: R-40 P.I.N. 0724.02 -76 -9129 & 0724.02 -96 -2056
24
Nr •.
1
w-
1 �ri2
r
-
Ir
n
a
x
cam.,
>t
437
438 IPS
439 4-
440
445 442 441
448 4afi 443
447
I00' 50, 0' I '
SCALE IN FEET
SHEET 9 of 13
WETLANCf'OELIN5"116N MAP FOR
M/I HOMES OF RALEIGH, LLC
OF WITHER= & RAVENEL
HOLLAND PROPERTY ENGINEERS I PLANNERS I SURVEYORS
TOWNSHIP: WHITE OAK COUNTY: WAKE STATE: NORTH CAROLINA 111 Mar K(•nan Drivv Cary, Nurlh Caiolina )7511 www.wiih(- ravrnvl.cnni i <nmo Nei < -0h
"1: 919-469-3340 I ax:919 -4G7 -0008
ZONE: R-40 P.I.N. 0724.02 -76 -9129 & 0724.02 -96 -2056

WETLAND AND CHANNEL COORDINATE TABLE
POINT
DESCRIPTION
NORTHING
FASTING
POINT
pESCr7lP710N
NORTHING I
EAS77NG
1
E6 CH6
745145.418
2027542.165
101
7'08
745469.918
2028018.79
2
E5 CH6
745746.585
2027665.857
10
Toe
745489.531
2028021.605
3
E4 CH6
45160.008
2027684.510
103
TOB
745491.257 '
2028014.364
4
E3 CH6
745171.321
2027724.300
104
TUO
745507.555
2028028.902
5
E2 H
745791.909
2027741.566
105
RIB 1
745495.566
2028030.087
6
El
745209.274
2027735.849
106
T06
745479.213
7028042.714
7
TOB
745060.341
2027600.186
107
TUB
745483.682
2028046.963
8
Toe
745080.603
2027616.281
108
Toe
745479.151
2028055.198
9
TOB
745095.938
2027622.375
109
TOO
745492.992
2028060.790
10 1
Toe
745124.
7027626.615
Ito
TOB
745505.7 9
2078061.6
I1 1
106
745136.729
2027638.957
111
Toe
745498.553
2028052.828
77
Too
745156.577
2027640.894
112
Too
745506.782
2028057.957
13
TOO
745173.101
2027636.335
1l3
TOe
745519.575
2078060.313
74
Toe
745186.114
2027641.908
114
TOB
745518.044
2028063.554
13
Toe
745201.46 5
202764-9.6W
715
TOO
745530.384
078081 -108
79--
Toe
745209.783
2027676.837
t 16
roe
745533.077
2028078.731
17
Toe
74522J.368
2 27687.333
117
Toe
45549.154
028084.175
Toe
745090.J99
2027593.9JO I
I?&
Toe
745546.482
2028OB8.265
19
FOR
745090.959
2027607.526
719
TOe
745546.855
2028097.865
20 1
TOO
745098.406
2027672.235
120
TUB
745554.761
1
2028095.109
27
RIB
745128. 9
2027618..394
121
TOB
745566.2
-0028173.330
Toe
745142.051
2027630.454
122
roe
745562.014
2028113.911
23
TOB
745160.265
2027628.899
123
TOB
745662.588
2028131.596
Z
Toe
745175.329
2027626.628
--124
Toe
745566.519
2026132.029
25
Toe
745194.134
2027633.213
125
Toe
745572.836
2028744.747
26
TO8
7432 1 j. 6
2027657.217
126
TOB
745559.748
2028144.603
27
Toe
745219.995
2027670.696
127
706
745558.779
2028168.994
28 1
TOB
745254.411
2027680.335
126
745562.390
2028168.359
29
709
745278.651
2027685,699
129
708
745573.113
2028781.653
30
Toe
745289.812
2027687.453
Toe
745570.059
2028182.619
31
TDB
745311-253
2027699.132
7 1
roe
745566.117
2028190.426
2
Toe
745333.901
202769-9-.1-96---
1 2 1
Toe
745569.098
2028195.012
33
TOO
745347.051
2027707.951
133
TOO
745561.011
2028202.542
34
TOB
745348.357
2027714 -736
IJ4
TOB
745555.713
2028203.895
.A5
TOO
745348.432
2027714.732
135
Toe
745552.191
2028219.381
36
TOO
745352.856
2027732.600
136
Too
745559.205
2028217498
37
TDB
745361.461
2027 42391-1-J7
Toe
745567.560
--2-0.236230.J74
38
TOB
745376.093
2027755.452
136
TUB
745567.832
2028230.692
9
70e
745383.687
7027773. 7
139
TOO
745570.092
2028246,030
40
Too
745385.991
2027789.649
140
1 Toe
745578.019
2028248.431
47
Toe
745392.861
2027803.359
141
TOB
45569.333
2028255,J54
42
TOB
745394.187
2027815.794
142--
Toe
745564.594
2028250.117
43
7,08
745254.603
2027688.161
143
TOe
745562.548
2028258.288
44
TOO
745277.374
2027693.496
144
Toe
745593.091
2o28288. i3e
45
1 Too
745288.751
2027693.691
145
TOB
745592.379
2028278.309
46
Toe
745311.0
20 7 06.744
146
ToB
745611.715
2028286 -223
47
Toe
745334.172
2027706.290
74
TDB
745606.797
2028290.359
48
TOO
745340.784
2027715.427
148
Toe
745606.359
2028308.757
49
T98
745J48.421
2027736.164
149
Toe
745614.465
2028304.878
50
TOB
745357.446
2027747.880
150
T09
745J62.077
2027708.277
T
TOO
745371.583
--20-2-77-6-9-.424--
0277 9.4 4
151
Tog
745M4.562
2027,17 1.838
52
i TOB
745377.077
2027775.130
152
Toe
745409.055
2027712.668
53
roe
745360.461
2027n2.743
153
TOB
745430.607
2027723.636
54
TUB
745384.419
2027804.821
754
B
745362.802
2027719.006
55
1 Toe
745386.328
20-77879. 99
155
TOB
745387.009
2027723.770
56
TOO
I 7 .977
1 2027834.530
156
roe
7454OZ 447
2027723.653
57
TOB
74540 .243
2077832.909
157
G1
745413.611
2027724.716
58
Tus
745417.396
027851.779
F58
C53
745415.707
202771 .02
59
TOB
745403,463
2027852.J93
159
Toe
745429.385
2027727.314
60
Toe
745404.100
2027865.773
160
G2
745422971
2027732.792
61
TOB
745417.000
2027862.270
161
G3
745451.493
2027732.777
TOB
745420.149
2027860.371
162
TOB
745443 5 4
2027727.705
TO
745414.653
2027884.038
16
709
745443.809 1
2027721,506
64
TOO
745421.283
2027898.526
164
roe
745450.115
2027717923
65
TUB
745428.096
2027891.010
165
Toe
745450.774
2027720.5
66
TOB
7454.50.154
2027903.602
166
roe
745460.826
2027723.15
67
Tog
45430.146
2027903.625
167
TOO
745459.865
2027718.921
68
TUB
745445.526
2027899.774
ISO
708
745469.935
2027727.865
69
Toe
45445.199
2027906.060
169
745470.065
2027723.984
7T--
TOB
745454.466
27910.251
170
G4
745481.094
2027724.899
71
TUB
745458.652
2027904.060
771
Toe
745481.005
2027722.137
72
Toe
745474 -589
27916.562
172
TOO
745480.816
2027718.664
7oB
745472.731
77922.7 0
173
Toe
745489.955
2027722.088
74
TDB
745488.123
2027926.968
174
1 TOB
745489.538
2027718.963
75
TOO
745488.635
2027923.986
175
1 TOO
745491.827
2027777.850
76
Toe
745510.131
2027925.791
176
TOB
745493.573
2027715.995
78
D9
745509.715
2027925.322
177
Toe
745503.924
2027712. 14
81
Toe
745526.105
027936.393
178
Toe
745502.811
2027708.895
d2
1 TOB
745527805
2[727934.230
I 179
TDB
745517.277
2027770.515
83
TDB
74554J.868
2027931.044
180
TOB
745572 735
2027715.287
84
Toe
745539.926
2027935.9 7
181
TOO
745534.746
2627710.792
TOO
745439.012
2027912881
18
roe
745533.446
20277OZ 905
86
TOB
45424- 0
2027910.156
783
TOO
7455JZ576
2027705.973
87
TOO
745432.760
2027918.495
184
TOO
745538.647
2027707.747
88
TO
45435.462
2027933.877
18
S5 STOP CH
745 .521
202 708.452
89
Toe
74-5-44-O.-6 TI-
2027931,614
186
Gs
745534.399
2027717.864
90
TOB
745444.788
2027942.730
187
G6
745565.230
2027695.130
97
Toe
745436. 1
02 946.316
188
G7
745655.003
2027671.319
92
Toe
745448.400
2027958-221
189
G8
745716.518
2027666.655
93
TOB
745453.704
202795ZJ04
1
G9
745775.581
702 658.7
94
Toe
745454.950
2027984.304
191
I G10
745806.534
2027662 784
95
we
745450.209
2027987.337
192
1
745779.860
2027646.272
96
708
45456.494
202799ZOIO
--19-Y-
639
74572ZO27
2027649.191
97
T09
745462.334
2027994.325
194
I C40
745670.827
2027636.115
98
TOB
745465.587
1 2028008.153
195
G41
745666. 08
2027617.287
gg
745458.784
2028017.246
196
G42
745673.708
2027567 650
100
Toe
745468.695
1 2026025.295
137
1 43
745703.094
2027513.340
198
44
745748.635
2027437045
199
1 G45
745739.293
2027435.780
NORTH CARO! /NA
WAKE COUNT/
I MICHAEL D. GOODFRED CERTIFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION,
DEED DESCR'PTION RECORDED IN BOOK PAGE , TMT
THE BOUND/RIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
INFORMATION FOUND IN BOOK PAGE • 77-AT THE RATIO
OF PRECISION AS CALCULATED IS 1: 45.653 +; THAT THIS PLAT WAS PREPARED
IN ACCORDANCE WITH G.S. 47 -30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE,
REGISTRATION NUMBER AND SEAL 7741S -90-DAY OF SEPTEMBER - A.D.,
2012
�SURVEYOR
REGIS 77ON No. LREGIS No. LJ278
a
�� e' vaaosv°pv v /� °s
e ��aoF�sS�o�e y °d
F Q� 9r
SEAL
0 1.
� �a
vaa °a
E7LANDS DEL*E4TED BY:
pl Am at 44LI241 SHEET 10 of 13
WETLAND OELINE no mAis FOR
SCALE: =100' M/I HOMES OF RALEIGH, LLC
SURVEYED BY: MT, BH OF
DRAWN BY: MJB HOLLAND PROPERTY
CHECK & CLOSURE BY: MG TOWNSHIP: WHITE OAK COUNTV: WAKE STATE: NORTH CAROLINA
CAD FILE: HOLLANDWL
PROJECT NO: 02110141 00 ZONE: R -40 P.I.N. 0724.02 -76 -9129 & 0724.02 -96 -2056
JF-p-
i 1 Ma
WITHERR & RAVENEL
ENGINEERS 1 PLANNERS I SURVEYORS
111 MacKendn Drive Cary, North Carolina 27511 www,w it heruwven(.c om I_ic rn.r Na. C-08I )
Eel: 919 -469 -3340 fax:[phone]

WETLAND AND CHANNEL COORDINATE TABLE
POINT
DESCRIPTION
NORTHING
EAS-nNG
POINT I
DESCRIPTION
NORTHING
EASTING
200
G445
7456955.498
7077498.920
299
TOB
745969.777
2028054.39
201
G47
45659.1
7027570.101
300
TOE
745971.051
2028057248
202
G48
745647.323
2027621.345
307
708
45979.549
2028060.825
203
G49
745609302
2427652.359
302
TOE
745986.806
7028059.306
204
745560.159
27684.2
303
TOB
745979.570
2028050.817
205
G51
74 O8 63f
2427746.157
04
708
745986.944
2028056.254
06
G11
745WZ223
202766&034
305
TOB
987624
2028058.688
207
G12
745937 542
2027544.520
306
TOB
745987544
2028058.691
208
G73
745980.249
20276 15.592
307 1
A20
746407843
2028249.061
209
G14
746010.967
2027601.598 1
308 I
A19
746455.444
202 76.239
210
G15
746042.381
2027592.042
309
A18
746483.296
2028316.290
211
C16
746097560
2027671.244
370
TOB
746513.979
2028176.216
21Z
G17 I
746144.709
2027565.299
371
TOB
746521.861
2028174.073
213
GIB
746175.583
2027554,752
312
TOB
746528.299
2028773.235
214
G19
746221.539
2027536.975
1
TOB
746527.846
28168.298
15
C20
746280.445
027522,785
314
Toe
746521.831
2028168.137
216
G2T
746335.795 1
2077513.7 9
315 1
TDB
746514.274
2028164.160
217
G22
746392.313
2027504.898
16
TOB
746549.754
2028173.588
18
G
746465.290
2 481.184
1
TOB
746548.403
2028177.593
219
C24
746538.279
2027454.173
378
TOR
746552,927
2028182.695
230
746533.252
2027 9.
319
TDB
746558.1 1
028177.927
227
G26
745480.006
27459.712
320
TOB
746559.729
2028185.207
2V 1
G27
746396.794
2027
321
TOB
56.958
2028186.542
723
G28
74 305.618
7027502.552
322
TDB
6559.452
2028169.0
4
G29
746220.303
--2027522,424
323
TOB
6579.844
2028183.410
225
746138.277
027547 361
TOB
6578.226
R746W
028179.258
226
G31
746116.941
2027560.833
325
FOB
1.705
2028 174.407
227
7460 6.410
20 34
37fi
TOB
6 2.83
2028177 707
226
033
746033.864
2027575 615
327
TOB
6590.227
2028777168
229
34
7469& .084
2027594.868
328
roe
746588.970
2028176.J58
230
GJ5
745944.797
2027626.000
9
TOR
46604.954
2028172.185
231
G36
45891 -251
2027652.U59
TOB
746607.189
2028174.143
3
G37
745851.042
-2027640. M6
331
TOO
746611.981
2028171.676
23
08
745546.062
02 941.0
332
TOR
746611.179
2028168.639
237
TOB
745546.eUl
2027937.908
333
108
746616.635
2028171,122
238
TOB
745558.492
2027939.163
334
C6
746554.249
2028205.085
239
7U8
745555.946
2027936.929
335
C5
745577,995
2028223.587
240
TOB
745575.353
077935,230
336
C7
746550.088
2028157.49
241
708
745575.529
2027940.154
337
CB
746604 -536
2028770.773
42
TOB
745595.310
2027945.041
338
Tus
746498.812
2028066.874
243
7108
745593.674
2027937.783
340
TOB
746503.947
2028060.295
244
TOB
745605.516
027943.476
341
TOB
746504.093
2028048.910
245
TOO
745601.171
2027950.958
342
TOO
746502 -402
2028044.860
46
TOR
7 603.06
2027974.459
343
708
746508.456
2028040.023
247
TOR
745607.533
2027974.376
344
708
746516.846
2028032.361
248
TOR
745610,364
1 2027981.093
345
708
746490.776
2028056.565
249
FOB
745612.003
20279-76,946
345
TO8
746489.967
28047.53
7
TOB
745620.701
2-0-2-79-79-9-87
347
TOO
746495.968
2028041.040
57
70B
745679.077
2027981.282
348
rue
746505.055
2028033.829
2 2
TOB
745625.468
2027987860
349
FOB
746512 -755
2028027. 73
253
TOB
745629.097
2027986.652
336F
708
746522 128
2028016.536
254
TDB
745626.177
2027996.336
351
T08
746620.722
2028180.3
255
TOY
745622.715
20 7995.
352
TUB
746621.952
2028179.197
256
TOO
745631.284
20280OZ86.0
353
roe
746629.148
2028184.7
257
TOB
745628.771
2028009.199
TOB
46627473
2028186.785
T08
745642.080
2028014,118
355
rOB
746637.857
2028191.
259
Toe
745640.272
2028016.575
356
TOB
746638.801
2028189.489
250
TOO
745647.915
2028021.051
357
746652.795
2028192.
261
TOB
745646.975
2028023.702
358
TOO
746651.332
2028195.776
262
TOB
14-6-6-M 532
2028075.060
TUB
746658.07
2028199 -278
263
TOB
745661.685
2628021 534
360
TOB
746669.343
2028197 718
2
TOB
45570.0
028024.964
361
TOB
746683.713
2028202.674
_q37-
r0a
745672 084
2S 20.286
362
T08
746683.090
7028206.067
266
TO
745684.444
2078029.210
363
TOB
745703.611
2028208.119
267
TOO
745684.718
2 28024.328
364
1 TOE
746703.824
2028202.528
268
TDB
745707.962
202e=. 771
365
TOO
746722.705
2028208.443
259
T06
745708.404
2028022.690
366
708
746722 -234
2028210.708
270
TOO
745739.203
2028019.771
367
TOB
746733.849
2028210.599
271
T08
745739.056
20280 2.036
368
708
746733.676
2028208.155
272
FOR
745762.198
2028019.9 9
369
C9
746646.027
2028181.547
FOR
745762.27
7428017.877
370
CIO
746702.032
2028202.M9
274
TOO
745761.384
2025020.280
371
52
746707.354
2028205.293
275
TOB
745779.276
2028023.
372
C4
746600.8
2028234.758
275
OB
745800.119
2028024.96y
373
C3
746636 -800
2028259.067
277
708
745800.121
2028022.513
374
51 STOP CH
746666.581
2028265.616
278
Top
745819.678
2028029. 703
375
C2
746672.700
2028291.911
279
TUB
745619.287
2028026.394
376
Cl
746695.755
2028314.218
280
TOO
746838.392
2028031.372
379
TOR
746671. 97
2028270.803
}
Toe
745840.015
8027.925
380
rica
746668.401
028273
287
TOO
745859.064
2028036.109
381
TOB
74 78.037
2028287.671
283
T06
745859. 1
28032.605
382
T08
746680.725
2028219.824
2F4
of
74w57.963
2028035.85
383
108
746686.958
2028291.737
28T
02
745829.300
20280 2.126
384
TOR
746585.504
2028293.937
286
D3
745763 -197
2026077.418
365
TOB
746694.376
2028297.054
287
we
745881.832
2028038.429
386
We
746696.470
2028295.424
288
45883274
2028035.6
87
TOB
45699.753
--74-6-6.9-6.79-6
2028300.378
--2-BY-
TOB
745900.624
2028041.249
TOB
2028299.427
290
Toe
745900.470
2025039.34 1
389
TOR
7415695.623
2028311.398
291
Too
745977.931
202803g. ?51
390
TOO
74 9.689
2028372.691
9
TOB
--7-459-172-74---
2028036.585
391
I TOB
746696 009
2028319.635
293
708
745933.957
2028040.907
392
T08
746699.646
2028316.962
TDB
745935.758
2028038.756
393
708
746710.894
202ai2i.486
295
FOB
745952.416
2028044.585
394
TOO
I 746710.837
2028318.628
296
TQO
45952.147
2028042.158
95
TOB
46 19.61
2028327.364
297
TOB
745962 330
2028053,904
396
08
746716.416
2028329.809
298
Tios
745964.271
1 202 057.379
397
TOE
1 746726.0
2028344.83
398
1 TOB
1 746725 -054
2028338.738
399
TOB
746734.807
2028353.901
400
1
746732.068
2028353.924
NORTH CAROLINA
WAKE COUNTY
I MICHAEL D. GOODFRED CER7IFY THAT THIS PLAT WAS DRAWN UNDER MY
SUPERVISION FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION,
DEED DESCRIP7ON RECORDED IN BOOK PAGE , THAT
THE BOUNDARIES NOT SURVEYED ARE CLEARLY INDICATED AS DRAWN FROM
INFORAd71ON FOUND IN BOOK PAGE • THAT THE R4710
OF PRECISICII AS CALCULATED IS 1. 45.653 +; THAT THIS PLAT WAS PREPARED
IN ACCORDANCE WITH G.S. 47 -30 AS AMENDED. WITNESS MY ORIGINAL SIG94TUR&
REGI57R4770N NUMBER AND SEAL THIS 6th DAY OF SEPTEMBER _ A.D.,
2012
LAN7 SURVEYOR
REGISTRA770N No. L -3278
vpevpvvvvvevovaae
/� 00
e° ? �oFE55/0 -,'
SEAL
78
( b
0 eooa00avaD
NFPdM ii RNA
SCALE: 1" =100'
SURVEYED BY: MT, BH
DRAWN BY: MJB
CHECK & CLOSURE BY: MG
CAD FILE: HOLLANOWL
PROJECT NO: 02110141.00
SHEET 11 of 13
M/I HOMES OF RALEIGH, LLC
OF
HOLLAND PROPERTY
TOWNSHIP: WHITE OAK COUNTY: WAKE I STATE: NORTH CAROLINA
Y{sPI :=15111
P.I.N. 0724.02 -76 -9129 & 0724.02 -96 -2056
RACK 1�6u���
FIELD OFFIC4f
WITHERS & RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
111 Mac Kenan Drive Cary, North Carolina 27511 www,wilhowavenel,mm I_ie -c Nn. C -0811
Iel: 919- 469 -3340 fax:[phone]

WETLAND AND CHANNEL COORDINATE TABLE
POINT
DESCRIP7I0N I
NORTHING
FASTING
04
F17 1
746458.292
2027017.285
605
F19 I
46478. 64
2026963.962
606
F16
746486.202
0 6942.842
607
F72
746500.983
2026967214
608
F17
746525.470
202 915.625
609
F16
746564.736
2026888.255
610
F13
746568.455
2026947.777
611
F15
746598.712
2026906.064
612
F14
746590.889
2026932.942
61
POND
746615.979
2027959.325
614
POND
746198.408
2028245.866
615
POND
746083.855
2028253.278
616
PONO
746001.9102
20 8251.8T
617
POND
745992.041
2028246.954
618
POND
745996.604
2028224.289
619
POND
746020.836
2028144.036
620
POND
746074.095
2028028,'T-99-
621
POND
7460W-996
2028024.297
POND
746127.32
2028034.689
62J
POND
746181.118
2D28050.994
624
POND
_74-009. 189
2028075.667
625
POND
746387.853
2028 9 .669
626
POND
746416.946
2028066.284
627
POND
746454.111
1 2028063.822
28
POND
746464.798
1 2028064,594
629
POND
746475.179
2028069.440
630
POND
746492.657
2028115.730
631
POND
746514.787
2028162.41
632
ND
46514.104
2028177.175
633
POND
746496.875
2028205.583
634
ND
746419.245
2028242.92
635
POND
746360.496
2028774.529
636
POND
746273.585
028256.260
POND
746188.154
2029747.861
POND
746202.430
29241.203
639
POND
746234.719
2029238.598
640
POND
746243.711
2029253.440
641
POND
46252.027
2029256.968
642
POND
746248.749
2029266.173
643
POND
746255.3.34
20292 6.894
POND
74 01.7
2029331.575
POND
746196.930
2029334-242
646
POND
46164.615
2029338.540
647
POND
46148.257---
2029322.994
648
POND
746740.306
2029292.476
649
POND
746145.365
2029257.897
650
Kwo
746174.574
029 54.187
651
CH TT PL
745142.961
2027653.260
652
CH TT PL
745148.793
027649.705
3
TOB TT PL
745573.694
2028240.964
654
7va TT PL
745567.304
20282 .85
655
TOB TT PL
745724.669
1 2027760.656
656
OB TT PL
746724.613
1 202 762.358
6 7
TOB TT PL
746710.214
2028204.398
656
TOB TT PL
746710.054
2028209.076
659
TOB TT PL
746706.514
2028317.98
660
TOB TT PL
1 746706.479
2028.320.929-
661
CH TT PL
746677.809
20284.99.0ff
1562
1 CH TT PL
746865.692
2028496.472
663
H1
745936.735
2029296,223
664
H5
45935.623
20Y9 61.13
665
708 TT PL
745168.777
2027637.524
666
roe TT PL
745182. 0
0-27629.146
667
TTCH
746552.222
2028181.899
668
ITCH
46551.577
2828174.525
669
TTCH
746618.529
2028174,009
670
ITCH
746607.202
2028170.904
NORTH GIROJNA
WAKE COUNT(
I,yQt9U 0. 22=ftO CER77FY THAT THIS PLAT WAS DRAWN UNDER MY
SUP9n43/OII FROM AN ACTUAL SURVEY MADE UNDER MY SUPERVISION,
DEED DE=;#MON RECORDED IN BOOK PAGE , THAT
THE BOUN&LRIES NOT SURVEYED ARE CLEARLY /NDIG4IED AS DRAWN FROM
INFORMA71ON FOUND IN BOOK PAGE = THAT 7HE R4770
OF PRECISION AS CALCULATED IS 1: 45.653 t; THAT 7H/S PLAT WAS PREPARED
IN ACCORDANCE WITH G.S. 47 -30 AS AMENDED. WITNESS MY ORIGINAL SIGNATURE,
REG151RA77ON NUMBER AND SEAL THIS 6th DAy OF SEPTEMBER AD.,
2012 yJ
LAND SURVEYOR
REGIS RA77ON No L -3278
a an��neo�ee
C A R� gpD$
°z � %
oa °�[Z aevaea / .�a
o
o
SEAL
L -3278 so
4�
ea °n�
%vouaD eeoaope0 °a
WETLANDS DVJNFA W W.
SHEET 13 OF 13
SEP 2 6 20 6Z
RALEIGH REGULATJRY
FIELD OFFICE

TOWN O F CARY
BUFFER DETERMINATION LETTER

August 10, 2012
Troy Beasley
Withers & Ravenel
1410 Commonwealth Drive, Unit 101
Wilmington, NC 28403
ENGINEERING DEPARTMENT
Subject: Jordan Lake Watershed - Urban Transition Buffer Rules
Frankie Holland Tract
9225 & 9217 Green Level Church Rd (Real ID: 0182239 & 0086296)
TCRB 12 -008
Dear Mr. Beasley:
The site location map and other information that was provided, allowed a determination to be made as
to whether or not the referenced site would require compliance with The Town of Cary Urban Transition
Buffer (UTB) Rules. This project is referenced by the Town of Cary as TCRB 12 -008. The table below
summarizes the stream determinations made in a site visit on March 23, 2012. This determination is
valid until March 23, 2017.
Reference ID
USGS Map (100 Ft. Buffer)
Soil Survey Map (50 Ft. Buffer )
Not Buffered
Stream 1
x
Stream 2
x
Stream 3
x from Fla S -6 to S -6A
Stream 4
x
Stream 5
x
Stream 6
x from Fla S -1 to S -1A
Stream 7
x from Fla S -5
Stream 8 (offsite-
SW corner
x
Pond 1
x
Pond 2
x
Pond 3
x
Pond 4 ( offsite-
SW corner
x
Sincerely,
Jan Patterson
Town of Cary Engineering Department
TOWN Of CARY
318 North Academy Street • Cary, NC 27513 • PO Box 8005 • Cary, NC 27512 -8005
te1919- 469 -4030 • fax [phone]• www.townofcary.org

FLAG S -6 50' ✓L
BUFFER
STREAM 3
(SUBJECT FROM FLAG S -6A
FLAG S -6 TO S -6A)
\ 100' TOC
BUFFER
300' 150' 0'
SCALE IN FEET
\OMFFSITE POND 4 OFFS17E
STREAM 4
(SUBJECT FROM
PROPERTY LINE
TO MAIN POND)
100' TOC
BUFFER
50' JL
BUFFEfi
FLAG S -1
STREAM 5
(SUBJECT FROM
PROPERTY LJNE
TO POND)
STREAM 6
INTERMITTENT
-(SUBJECT 1T0 SM FLAG
IA
X50' ✓L
BUFFER
s
0
0
x
a
w
X50' ✓L Y
�.., BUFFER
FLAG S- 1A
POND 1 WETLAND
(SUBJECT)
�
Lr \ WETLAND
100' TO
BUFFER I
50' JL
BUFFER 50' JL
I POND 2 I BUFFER POND 3
100' TOC ; I (SUBJECT) : (NOT BUFFERED)
BUFFER i
100' TOC J
STREAM 1. BUFFER
WETLAND (SUBJECT STARTING (
BELOW DAM) I 50' ✓L
BUFFER
ISTREAM 2
(SUBJECT)
NOTE:
J
WETLAND STREW 2 BUFFER DETERMINATIONS BASED ON FIELD DETERMINATION
50, J ✓L (SUBJECT) BY JAN PATTERSON WITH THE TOWN OF CARY ON MARCH 23, 2012.
BUFFER BUFFER LOCATION EXHIBIT MAP OF
.'
HOLLAND TRACT
I
{ r 50' JL WITHERS & RAVENEL
BUFFER ENGINEERS I PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27511 www.withersravenel.com License No. C -0832
tel [phone] fax :[phone]
100' TOC
BUFFER DATE: 7 -16 -12 SCALE: 1" =300' PROJECT NO 02110141.00
TOWNSHIP: WHITE OAK COUNTY: WAKE STATE: NORTH CAROLINA
WETLAND
ZONE: R -40 P.I.N. 0724.02 -76 -9129 & 0724.02 -96 -2056

CRIPPLE CREEK MITIGATION BANK
LETTER OF AVAILABILITY

Mitigation Credit Reservation Confirmation Letter
Cripple Creek Stream & Wetland Mitigation Bank
October 26, 2012
NC Division of Water Quality U.S. Army Corps of Engineers
401 Oversight /Express Permitting Unit CESAW -RG -R
1650 Mail Service Center Raleigh Regulatory Field Office
Raleigh, NC 27699 -1650 3331 Heritage Trade Center, Suite 105
Wake Forest, NC 27587
Re: Reservation of Compensatory Mitigation Credits
Project: M/I Homes —Holland Tract
Corps AID #: not yet issued
DWQ Proj #: not yet issued
This document confirms that the M/I Homes (Applicant) has reserved for purchase up to 412
stream credits and 0.48 riparian wetland mitigation credits from the Cripple Creek Stream &
Wetland Mitigation Bank.
Restoration Systems (RS) attests to the fact that upon the Year 2 monitoring release of
mitigation credits from the Cripple Creek Stream & Wetland Mitigation Bank, 412 stream
credits and 0.48 riparian wetland credits will be placed into "no- sale " - reservation status under
the name of the project referenced on this document (Project).
These credits will remain in reservation status until payment in full is received from the
Applicant, resulting in the issuance of a Credit Transfer Certificate by RS acknowledging that the
applicant has fully secured credits from the bank and RS has accepted full responsibility for the
mitigation obligation requiring the credits. If RS does not receive payment in full for the
Mitigation Credits within thirty (30) prior to the initiation of Project construction, RS has the
M/I Homes — Holland Tract — Compensatory Mitigation — RS — Page I

right to terminate this Reservation Letter, in which case RS will have no further obligation to
provide mitigation credits to the Applicant.
RS will issue the Transfer Certificate within ten (10) days of receipt of the Purchase Price. RS
shall provide to Applicant the Transfer Certificate debiting credits from the Bank Official Credit
Ledger showing the permit number and the resource type secured by the applicant, and will
send an a copy of the Transfer Certificate with an updated Official Credit Ledger to regulatory
agencies showing the proper documentation.
If any questions need to be answered, please contact me at 919 - 334 -9119
Best regards,
Tara Disy Allden
Regulatory Manager
Restoration Systems, LLC
M/I Homes — Holland Tract — Compensatory Mitigation — RS — Page 2

Reference to the Department of Army Corp of Engineers 33 CFR Parts 332 and Environmental
Protection Agency 40 CFR Part 230 Compensatory Mitigation for Losses of Aquatic Resources:
the Final Rule.
• 332.8 Section (R) Use of Credits: the district engineer will determine the number and
type of credits required to compensate for the authorized impacts, the sponsor must
provide the permit applicant with at statement of credit availability. (this is the
Reservation Letter)
• Section (1)(3)lf use of a mitigation bank or in -lieu fee program is approved by the district
engineer to provide part or all of the required mitigation for a DA permit, the Permittee
retains the responsibility for providing the compensatory mitigation until the
appropriate number and resource type of credits have been secured from the sponsor
and the district engineer has received documentation that confirms that the sponsor
has accepted the responsibility for providing the required compensatory mitigation. This
documentation must consist of a letter or form signed by the sponsor, with the permit
number and a statement indicating the number and resource type of credits that have
been secured from the sponsor. (this is the Transfer Certificate)
• 332.3: (K) Permit Conditions: the compensatory mitigation requirements for a DA
permit, including the amount and type of compensatory mitigation must be clearly
stated in the special conditions of the individual permit or general permit
verification. The special conditions must be enforceable.
M/I Homes — Holland Tract — Compensatory Mitigation — RS — Page 3

IMPACT EXHIBITS

j
■1 C ■ �' 1
_ -� -�i ■
r � �
1
1 I I
r.
yi 111 _ = - '' __ -_,• y jQ I
tt� yr I,E PARKWAY
MORtgVI� _ I Z a I -
la1 4
MAP 4
MAP
1 1
I
i
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� 1
#10
#
#13
MAP 3
#13
WiL
i
i r
--------------------------
//
I I
I
I
4 I
I I
I
I
I
I
I
i
W
S
A
WETLAND IMPACT SUMMARY
M
AA
IMPACT
#
- #1
PERMANENT
WETLAND
IMPACT (SF)
2,987
PERMANENT
WETLAND
IMPACT (AC)
PERMANENT
PERENNIAL
STREAM IMPACT
TEMPORARY
PERENNIAL
STREAM IMPACT
LF
LF
0.069
SF AC
1
92
239
0.005
0.031
TOTALS
MO.031-
#4
1,438
0.033
2
#6
'
19
#7
137
Job No.
2110141,
3
#8
24
4
#9
400
0.009
5
#10
I 5,037
0.116
6
#12
341
0.008
3
#13
50
5
#24
12
TOTALS
10,442
0.240
218
24
REPLACEMENT OF EXISTING
RISER (MAINTENANCE)
Revision
TEMPORARY
M
IMPACT
SURFACE WATER
P
IMPACT
IMPACT
SF AC
2
#13
0.031
TOTALS
MO.031-
REPLACEMENT OF EXISTING
RISER (MAINTENANCE)
GRAPHIC SCALE 1" =300'
0 300 600 900
No.
Revision
PERMANENT
M
IMPACT
SURFACE WATER
P
OVERALL WETLAND IMPACT MAP
IMPACT
SF AC
6
#11
8,138 0.187
TOTALS
8,138 0.187
GRAPHIC SCALE 1" =300'
0 300 600 900
No.
Revision
Dote
8
Designer
W&R
Scale
1° °300'
HOLLAND FARM
TOWN OF CARY WAKE COUNTY NORTH CAROLINA
OVERALL WETLAND IMPACT MAP
WITHERS & RAVENEL
ENGINEERS 1 PLANNERS I SURVEYORS
111 MacKenan Drive Cary, North Carolina 27531
tel: [phone] www.withereravenel.com License No. C -0832
Sheet No.
1 of 7
Dr°.n ey
CLS
Dote
10/16/12
Checked Ely
RTO
Job No.
2110141,

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rr --- - _ -�- - - -- r/ rr r /r• rr - - - -' - - - -
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WETVAa
' /' ,/ x r + I ' I i ,ra I ' I �:■I �. — - - - - _ _
IMPACT ` ' ♦ � r + r i RIP I I RAP, DI s ' S IPAT0/ 1 — A
2,987 SF -0.069 AC
-------- - - - - --
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- -------- +/� `\ \ t\ �`♦ \ \ 1 1 + j i 1 I Y - \\ \\ 1 ♦ \\
- ------ - - - - -- _ - . `. X39`__
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' \ [ FEMP RAY f'URM AFROU + r \ \ N. \ \ _ r+ PEF MAf�ENi' WFTLA
BQ W WAD(- NO IMPACT \ I i \
REQUIRE4 By TOWN, OF CARP 1 \ \ ` ` 1 / I +
------------------ \ \ \\ `\ i l i f + I ItPA T I I I — \ ' ■ I ,1 \
`\WETLIAND \ •\ \\ \\ ,\ I m f 23B ).0, ALA
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\ 1
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BOARD ALK NO 11M ACT I + I i 1 i ■ \ 1 ` \ ■
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% GREENWAY TRAIL r I 1 i , 1 i i 1 , �- - ; _ +� \\ \ 1L ■ s V \1s \ 11 — tl s\l \ t ■\ ■\ `\
'\
\I
, , ♦ ,r' 1 i 1
♦♦ --- .err ` , `, -'\'� `♦ ` `\ _- 1 `` ' r 1 � ! I � f + � , r\ 11 Ilt 1 1� \ \\
, I + 5 1 11 \
- — 1 PIFOSD i6' t8 "ASPNA� —T
'�`� ' PRIVATE 1 G9EEA WAY ' RAIL
��^ '`,` , ♦' �`�' �, I `, `\ ``\ `` 1 /" I f ' ' 1 I 1+ r I 4 � 5 1 i� \ 1 \\
,111/ �` , \ `\ `\ `♦ ,` ,♦ 1 r/ / 1 � � I I f r i l l I 11 t \1 \
♦ ` \ \ \
IN,
6' -8 PRIVATE TIMBER ♦ ♦` `` `` / ,' 2 2 J '1 1'I1 I, IS t 1, 1
1 \�
`
PROPERTY BOUNDARY LK NO IMPACT , ` \ \237
\ \ \\ \\ `� ,` \` ro Hl
IN
�' tl +rr ��� ` \ ♦\ \`\ \ ■\ \ \■ \\ `` `- ` \` `~\�`, 1 , \ r" � 11 m 8 I 1 4 jWjl i
No-
Revision
Date
fL
Designer
W&R
Ssole
V =50'
HOLLAND FARM
TOWN OF CARY WAKE COUNTY NORTH CAROLINA
eD
MAP 1
WITHERS & RAVENEL
LNi1NLlR! I PLANNERS 1 SURVEYORS
iii MacKenan Drive Cary, North Carolina 27511
tel: [phone] www.witheraravenel.com License No. C -0832
Sheet No.
1
2 QI I
Drawn Ely
CLS
Data
10/18/1
Checked By
RTO
Job Na.
2110141.00

I p.
,r I I ' I r l l • y 1 ,1 \� — �' i ! , 1 L�r / I ! 7
•' J 4 I 1 II I t i l ','\ tt \ — r.'' . r• r I 1 I 7 1
PACT -#-1 -3 (TEMP<1RARY)r
>1 I i i t 4y i i i j\ I • I • •� , \.l `� I " l - -- _ � ' -- - -- SUl 222 -------- RFACE - WATER — IMPACT
_______ -- 1,341 SF (0.031 AC
4 ----------------------- R�,P`LACEME4 T_0F EXI -I N- C2J1 ­—RISER MAINTENANCE /
r
i ■/
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Nu.
Revision
Date
By
Designer
"" &R
S,a1c
1"= 50'
Date
10/18/72
HOLLAND FARM
TOWN OF GARY WAKE COUNTY NORTH CAROLINA
AAeD
IYIt11 �
WITHERS RAVENEL
ENGINEERS I PLANNERS 1 SURVEYORS
tel: [phone] a www withererav nel.0 Carolina
License No. C -0832
Sheet Na.
1
1
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Drawn By
CLS
Checked By
Rro
Job No.
zltotal.D

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No.
Revision
Date
B
Designer
W&R
Scale
1 ° =5b'
HOLLAND FARM
TOWN OF CARY WAKE COUNTY NORTH CAROLINA
AAeD
IY1�1 3
WITHERS & RAVENEL
!IlYIRLlRi 1 PLARNlR! I ;i1RYEYOR!
III. MacKenan Drive Cary, North Carolina 27511
tel: [phone] www.withersravenel.com License No. C -0832
Sheet No.
4 Ol
I
brawn By
CLS
Date
10/18/12
Checked By
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Job No.
2110141.00

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TOWN OF CARY WAKE COUNTY NORTH CAROLINA
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MAP ` 'T
WITHERS &- RAV E N E L
LNi1NlER! 1 PLANNER! I SURVEYORS
Ili NacKenan Drive Cary. North Carolina 27511
tel: [phone] www.witheraravenal.com License No. C -0632
Sheet No.
C J O`
1
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Dote
10/18/12
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Designer WdcR
Scale '"-50'
HOLLAND FARM
TOWN OF CARY WAKE COUNTY NORTH CAROLINA
�e� d
MAP ` 'T
WITHERS &- RAV E N E L
LNi1NlER! 1 PLANNER! I SURVEYORS
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tel: [phone] www.witheraravenal.com License No. C -0632
Sheet No.
C J O`
1
Drawn By
CLS
Dote
10/18/12
Chocked By
RTO
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2110141 .00

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PERENNIAL STREAM
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/ a \2 50 75
No. Revision 9 ❑eai Scale Sheet No.
W&R 1 "= 50'
um n By flote HOLLAND FARM MAP 6 WITHERS RAVERS
CLS 10/16/12 ENGINEERS I FLRiIRER3 t SURVEYORS 7 of 7
Chocked By
RTO Job 21, a 10141.90 TOWN OF CARY WAKE COUNTY NORTH CAROLINA tel: [phone] www.withera avenel comer 7
License No. c -0832