20080989 Ver 1_401 Application_20080708

,.•••N•• EX p o8 - 09 89

BURDETTE LAND CONSULTING INC.
W E'
10212 Cxeedmoor Road - Raleigh, North Carolina 27615
Telephone [phone] - Fax [phone]
S

LETTER OF TRANSMITTAL `

To: Ms. Lia Myott s Date: July 9, 2008

NC Division of Water Quality Project 60109

2321 Crabtree Blvd, Ste 250 RE: Stonemont S/D

Raleigh, North Carolina 27604

We are sending the following items attached to this transmittal:

Copies Date Description

1 7/9/08 PCN Application + $2,000 check for Ex Rev Fee

Dll~
@[lo R
JUL. 9 2008
Remarks: DENR - WATER UJALJ fY
WE STORMWATER BRANCH

Signed: Jennifer Burdette ,rrL c: Curt Jones - IPG Stonemont, LLC

Jamie Shern - USACE (PCN App only)

Office Use Only: Form Version March 08

USACE Action ID No. DWQ No. ExP $ " q 89
(If any particular item is not applicable to this project, please enter "Not AppPPVLD

I. Pr
ocessing 1. Check all of the approval(s) requested for this project:

® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
? 401 Water Quality Certification ® Express 401 Water Quality Certification

2. Nationwide, Regional or General Permit Number(s) Requested: 29

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: N

5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here:

II. Applicant Information U F

1. Owner/Applicant Information JUL 9 2008
Name: IPG Stonemont LLC NR-WATER QUALITY
Mailing Address: 140 Towerview Court WULANDSMDST CH
Cary, North Carolina 27513
Registered Agent: Glenn Futrell
Contact Person: Curt Jones
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]

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: Jennifer A. Burdette
Company Affiliation: Burdette Land Consulting, Inc.
Mailing Address: 10212 Creedmoor Road
Raleigh, North Carolina 27615

Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]

Page 1 of 10

III. Project Information
AktA'* a41-dAjJmVP : etearly 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,,"d: 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: Stonemont Subdivision Phase 1 & 2

2. T.I.P. Project Number or State Project Number (NCDOT Only): NA

3. Property Identification Number (Tax PIN): 0638-92-4748, 0638-91-0888, & 0638-90-2709

4. Location
County: Wake Nearest Town: Holly Springs
Subdivision name (include phase/lot number): Proposed subdivision
Directions to site (include road numbers, landmarks, etc.): From Raleigh, take US 1 South
to NC Highway 55 and turn south towards Fuquay-Varina. Then take the NC 55 Bypass
south approximately 4 miles to Avent Ferry Road (SR 1115) and turn right. The site is
located on the southeastern side of Avent Ferry Road approximately 1 mile southwest of
Cass-Holt Road (SR 1116), southwest of Holly Springs, Wake County, North Carolina.
Please refer to the North Carolina Atlas & Gazetteer Vicinity Map provided as Figure 1.

5. Site coordinates (Lat/Long or decimal degrees): 35.6223615°N 78.8682935°W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)

6. Property size (acres): Phase 1 and 2 - 44; Entire project - 70

7. Name of nearest receiving body of water: UT to Cary Branch - 18-7-5; C

8. River Basin: Cape Fear - CPF07
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)

Page 2 of 10

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 site contains primarily mixed pine/hardwood forest with
a couple of small cleared areas. Figure 2 depicts the location of the property an the US
Geological Survey (USGS) Fuquay-Varina and Apex, NC 7.5-minute quadrangle
topographic maps. Figure 3 shows the location of the site on the applicable Wake County
Soil Survey map. A 2005 aerial photograph of the property is from Wake County
IMAPS as Figure 4. General land use in the vicinity of the project consists of small farms,
single-family home sites, and residential subdivisions.

10. Describe the overall project in detail, including the type of equipment to be used: The
project involves constructing the road, sanitary sewer, and stormwater infrastructure
necessary to subdivide the property into individual lots for single-family home construction.
As proposed, the project will be conducted in four phases. Heavy equipment typically used
for road construction and grading will be used to complete the project.

11. Explain the purpose of the proposed work: The purpose of this project is to provide access
and utilities to all significant areas of high ground on Phase 1 and 2 of the property in order
to develop approximately 84 lots.

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.
Burdette Land Consulting, Inc. (BLC) conducted a preliminary surface water and wetland
delineation on the entire 70-acre property in February 2007 and a detailed delineation in June
2007. The delineation has not been verified by the USACE. Attached is a JD form including a
Stream Quality Assessment Worksheet completed for the perennial (RPW) stream channel that is
the first road crossing of the project. After meeting with representatives of the En ing eering
Department of the Town of Holly Springs and telephone conversations with Mr. Jamie Shern of
the USACE, BLC sent the attached letter to Mr. Shern regarding a third road crossing associated
with this project. Mr. Shern advised the developer to apply for the first two road crossings as
they are necessary to meet the purpose of providing access to all significant areas of high ground
on the property. He explained that he believed the developer should jointly apply for the third
road crossing asa separate project to achieve the Town's purpose of providing interconnectivity
between developments for good planning. It is especially important to note that this permitting
approach will provide the opportunity for the developer and Town to potentially avoid the road
crossing on this property depending on how adjacent parcels develop as this project proceeds
with its initial phases.

Page 3 of 10

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.
As indicated earlier in the application, the project has been planned in four phases. This
application requests approval for the first road crossing in Phases 1 and 2. The second road
crossing is necessary to access Phases 3 and 4 of the project. Although this road crossing has
been planned to minimize the impact to stream channel, we are not vet requesting approval for
the second crossing because it will not be constructed until next year and the en ieerimiz work
including planning for stormwater treatment for Phases 3 and 4 are not yet complete. Based on
the impacts from the design of the second road crossing (Future Impact #7 148 LF of stream
channel & Future Impact #8 0.06 acre of riparian wetland), this additional crossing plus an
additional sanitary sewer crossing (Future Impact #5 - 22 LF of temporary stream impact) would
also qualify for a Nationwide Permit. It is also important to note that stormwater BMPs for
Phases 3 and 4 will be constructed in uplands with no impacts to wetlands or stream channels.

VI. Proposed Impacts to Waters of the United States/Waters of the State

It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.

1. Provide a written description of the proposed impacts: The proposed impacts consist
of one road crossing of a perennial stream channel and four sanitary sewer crossings. No
wetland impacts are proposed for Phases 1 and 2 of the project. The attached impact maps
(EX-IA through EX-11)) show both the impacts proposed for this application and the future
impacts for the entire project. The impact maps also show the related but separate project
that would connect to an adjacent development if it could not be avoided in the future as
described above and in the attached letter to Mr. Jamie Shern of the USACE.

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.

Page 4 of 10

Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year Nearest Impact
(indicate on map) herbaceous, bog, etc.) Floodplain Stream (acres)
( es/no) (linear feet)
NA
Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 2

4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.

Stream Impact Average Impact Area of
Number Stream Name Type of Impact Perennial Intermittent? Stream Width Length Impact
(indicate on ma) Before Impact (linear feet) (acres)
1 UT to Cary Branch temporary perennial 9 21 0.004
excavation (SS)
2 UT to Cary Branch temporary intermittent 3 23 0.002
excavation (SS)
3 UT to Cary Branch temporary perennial 8 20 0.004
excavation (SS)
4 UT to Cary Branch temporary perennial 4 20 0.002
excavation (SS)
6 UT to Cary Branch permanent perennial 6 149 0.021
fill/culvert
Total Stream Impact (by length and acreage) 233 0.033
* Impacts #5 and #7 shown on the Impact Maps are future impacts to be permitted later this year.
5. 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)
NA
Total Open Water Impact (acres)

6. List the cumulative impact to all Waters of the U.S. resulting from the project:

Stream Impact (acres): 0.033
Wetland Impact (acres): 0
Open Water Impact (acres): 0

Page 5 of 10

Total Impact to Waters of the U.S. (acres) 0.033
Total Stream Impact (linear feet): Temp - 84/Perm - 149 233

7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
There are no isolated waters on the property.

8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ® uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): See SW management plan
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): See SW mana eg ment plan
Current land use in the vicinity of the pond: See SW management plan
Size of watershed draining to pond: See above Expected pond surface area: See above

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 application requested a
delineation of surface waters and wetlands very early in project planning to facilitate avoidance
of stream channels and wetlands. The proposed road crossing cannot be avoided as it bisects the
property. The project engineer, Russell Briggs, PE, avoided several road crossings by planning
open space where tributaries cut off access to relatively small areas of high ground. Unavoidable
sanitary sewer crossings and the road crossing were aligned perpendicularly to minimize the
linear feet of stream channel affected. Additionally, the multiple culverts of the crossing have
been designed to maintain the stream channel's original dimension, pattern, and profile by
centering one culvert on the channel and setting the other two at the estimated bankfull elevation.
We request a waiver from the requirement to bury the culvert at the proposed crossing because
the project engineer believes it would cause headcutting upstream as he describes in the attached
letter.

Page 6 of 10

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.

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.
Because the entire project involves two road crossings that will exceed 150 linear feet of
stream channel impact the applicant proposes to mitigate the 149 linear feet of stream
channel impact requested in this application at a 2:1 ratio based on the good quality of the
stream channel. The mitigation would be satisfied by paying NCEEP a compensatory
mitigation payment for 149 linear feet of stream channel impact. NCEEP's mitigation
acceptance letter is attached. The remaining 149 linear feet of mitigation required would be
satisfied by preserving the remaining stream channel in Phases 2 and 3 along with an
undisturbed 30-foot riparian buffer through the subdivision's restrictive covenants using the
USACE's standard preservation language. There is approximately 1900 linear feet of stream
channel that will remain undisturbed within Phases 1 and 2 providing _a preservation to
impact ratio of approximately 12:1.

Page 7 of 10

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
(919) 715-0476 to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page three and provide the following information:

Amount of stream mitigation requested (linear feet): 149
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA

IX. Environmental Documentation (required by DWQ)

1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the

requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?

X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)

It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.

1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(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.

Page 8 of 10

Zone* Impact Multiplier Required
(square feet) Mitigation
1 NA 3 (2 for Catawba) NA
2 NA 1.5 NA
Total NA NA
* 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 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. The site is located in the Cape Fear River
Basin; therefore, buffer mitigation should not be required by NCDWQ.

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. The site does not currently contain impervious
acreage. The project engineer, Mr. Russell Briggs, PE, estimated that the percent impervious
surface for Phases 1 and 2 upon build out would be approximately 29 percent. Mr. Briggs
prepared a stormwater management plan of Phases 1 and 2 and a conceptual plan for Phases 3
and 4 for NCDWQ's review. The plan includes full-sized construction drawings, BMP
supplements, and I & M agreements.

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.
Wastewater generated from the proposed project will be disposed of through the Town of Holly
Springs municipal 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

Page 9 of 10

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
proposed infrastructure serves only the proposed residential development. Therefore, the project
is not anticipated to result in additional development.

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).
NA

CZ . -7 q C S'
Appl' nt1 gents ignature Date
(Agent's signature is i only if an authorization letter from the applicant is provided.)

? A signed agent authorization form and documentation of the registered agent for IPG
Stonemont, LLC is attached to the back of this application.

Page 10 of 10

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GRAPHIC SCALE
1" = 2.4 MILES (72,672') NORTH CAROLINA GAZETTEER VICINITY MAP N
12672' o 12,672' STONEMONT SUBDIVISION
IPG STONEMONT, LLC
HOLLY SPRINGS, WAKE COUNTY, NC
•N•''• DATE: 06-18-08 PAGE(S): 39,40,61, & 62
W E~BURDETTE LAND CONSULTING, INC. DRAWN BY: TMB CIECDBY: JAB
10212 Creedmoor Road - Raleigh, North Carolina 27615
S Telephone [phone]-Fax [phone] PROJECT 60109 FIGURE I

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1 = 2000' STONEMONT SUBDIVISION
2000' 0 2000'
IPG STONEMONT, LLC
HOLLY SPRINGS, WAKE COUNTY, NC
''••N•''• DATE: 06/18/08 USGS 7.5' TOPO QUAD: FUQUAY
•W E'~ BURDETTE LAND CONSULTING, INC. DRAWN BY: TMB APEX -vAR1NA &
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10212 Creedmoor Road - Raleigh, North Carolina 27615 CHK'D BY: JAB
Telephone [phone]- Fax [phone] PROJECT 60109 FIGURE
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Page 1 of 1

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HOLLY SPRINGS, WAKE COUNTY, NC
'••N••'• DATE: 06/17/08 SHEET(S): 89
'W EBURDETTE LAND CONSULTING, INC. DRAWN BY: TMB CHK'DBY: JAB
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INCREASE EIGHT OF ON LO R IPE ELEVATION 1 i 00 YR HW ---WE
PROJECT MANAGER: WE
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APPROVED BY: RIB
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W PROJECT NAME

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323.90 (O LITERS) 323.66 (C NTER) OWNER
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SHEETNAME
CROSS SECTIONS
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GENERAL NOTES:
L ALL NEW UTIUfY LINES MUST BE UNDERGROUND.
2 All CONSTRUCTION SHALL. CONFORM TO TOWN OF HOLLY SPRINGS DRAWING SCALE
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HORIZONTAL: 1"--50'
VERTICAL: 1'=5'
DATE
6.10.06
SHEET NUMBER
EX-1 E
FINAL DRAWING NOT
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M M M M M M M M M M M 10M M M M M M M M M PROJECT NAME
11+00 12+00 13+00 14+00 15+00 16+00 17+00 16+00 19+00 20+00 STONEMONT
SUBDIVISION
144.0 ' VC I K 12.0 Pill ELEV = 327.89
EX A.D. = 14.00
m In + M
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320
4 71K Ul vii J 2 v l j 5. WATER) ES SHALL A MINI. OF 3' TO THE FN ED SUBM DE. 320
B. SEWERLJ SHALL VE A MIN. OF 4' TO THE FIN ED SU EIGR DE DATE
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FINAL DRAWING - NOT
10+00 11+00 12+00 13--00 4+00 15+00 6+00 17+00 8+00 19+00 RELEASED FOR CONSTRUCTION

N

v?r EBURDETTE LAND CONSULTING, INC.
308D W Millbrook Road, Suite 200 - Raleigh, North Carolina 27609
Telephone [phone] -Fax [phone]
S

October 12, 2007 F I L E

Ms. Stephanie Sudano
Town of Holly Springs
PO Box 8
Holly Springs, NC 27540

RE: Permitting Summary
Stonemont Subdivision
Holly Springs, Wake County, North Carolina
BLC Project 60109

Dear Ms. Sudano:
The proposed project is 72 acres in size and located on the southeast side of Avent Ferry Road
(SR 1115), approximately I mile southwest of the intersection of Avent Ferry Road and Cass-
Holt Road (SR 1116), west of Holly Springs, Wake County, North Carolina. Avent Ferry Road
is currently the only public road access to the property. Several stream channels bisect the
property, which dictate that two road crossings would be required to access the substantial areas
of high ground on the property. A third stream channel runs along the south side of the property
separating it from adjacent parcels. The developer, Mr. Curt Jones of Lane Investment
Properties, plans to construct the project in four phases.

During meetings and telephone conversations with you and your staff, we understand that the
Town of Holly Springs would require the aforementioned third road crossing to provide
interconnectivity between the proposed project and an adjacent subdivision currently under
development. Only a very small portion of the subject property currently adjoins the adjacent
development. In the future, Mr. Jones may have the opportunity to expand the proposed project
to the adjacent parcel to the west and believes this would allow a. better connection between the
two developments. You indicated in our meeting that the Town may accept a site plan that
guarantees a future connection, but leaves the exact location open until there is an eminent need
for the crossing when these developments reach their final phases.
I discussed this scenario with Mr. Jamie Shern of the US Army Corps of Engineers (USACE) to
determine how to proceed with obtaining a Section 404 permit for the proposed project. Mr.
Shern explained that he preferred for the Town to be the applicant on the third crossing since the
purpose of the road crossing is to provide interconnectivity. The Town would be responsible for
providing justification for the crossing such as its necessity for safe ingress and egress once the
number of residents warrants the connection between developments. Mr. Shern suggested that
the Town could set up a bond system for developers to be responsible for these connections.

Ms. Stephanie Sudano
September 24, 2007
Page 2 of 2

Therefore, we propose to apply for a Nationwide Permit for the two road crossings necessary to
access high ground on the property and show the USACE the future crossing that may be
necessary if the projects both proceed as planned. We hope the USACE's review of the third
crossing will provide the Town with some level of certainty that a permit could be obtained for
the crossing in the future.

Sincerely,

BURDETTE LAND CONSULTING, INC.

Jennifer A. Burdette
Environmental Specialist

Attachment
c: Curt Jones - Lane Investment Properties
Jamie Shern - USACE

B&F CONSULTING, INC.
CIVIL ENGINEERING AND LAND PLANNING SERVICES

July 9, 2008

Ms. Lia Myott
NC Division of Water Quality
Express Review Program
Mail Service Center 1650
Raleigh, NC 27699-1650
RE: Stonemont

Ms. Myott::
We request an exemption to the requirement to bury the culverts the one-foot depth below the
stream invert in two crossings in Stonemont.

The request is based on our belief the buried culverts would degrade the stream both' upstream and
downstream of the crossing The channel is currently deeply incised (approximately five feet) which
implies highly erodable soils. There will likely be some movement in the vertical position of the
stream as it attempts to accommodate the more frequent higher flow events. due to additional
development in the watersheds regardless of the amount of downstream protection.
The velocity in the culvert will be in excess of ten feet per second, and this velocity will certainly
scour any material in the bottom of the culvert during these high-flow events. Granted, some of it
may be re-deposited as the flow lessens, but as the culvert experiences the scouring velocity, there is a,
very real opportunity for head-cutting of the stream in the upstream direction.

We have specified the invert of one culvert at the invert of the stream level, and have the other
culvert(s) for the crossing one foot higher than invert of stream level. Our belief is that this is a
much more stable, and practical solution for protection of the culverts, stream and, ultimately,
environment.
Thank you for your consideration.

Sincerely,

8AL Russell Briggs, P.E.
¢ct( Project Engineer, B&F Consulting, Inc.

i

2805 TOBERMORY LANE • RALEIGH, NORTH CAROLINA 27606
RUSSELL BRIGGS, P.E.: PHONE: [phone] FAX: [phone] EMAIL: [e-mail]

Eco stem

PROGRAM
June 12, 2008

Curt Jones
1 PG Stonemont, LLC
2741 Herbert Aikens Rd.
Fuquay Varina, NC 27526 Expiration of Acceptance: December 12, 2008
Project: Stone Mont Subdivision County: Wake

The purpose of this letter is to notify you that the North Carolina Ecosystem Enhancement Program (NCEEP) is willing to accept
payment for impacts associated with the above referenced project. Please note that this decision does not assure that the payment will
be approved by the permit issuing agencies as mitigation for project impacts. It is the responsibility of the applicant to contact these
agencies to determine if payment to the NCEEP will be approved.
This acceptance is valid for six months from the date of this letter and is not transferable. If we have not received a copy of the
issued 404 Permit/401 Certification/CAMA permit within this time frame, this acceptance will expire. It is the applicant's
responsibility to send copies of the permits to NCEEP. Once NCEEP receives a copy of the permit(s) an invoice will be issued based
on the required mitigation in that permit and payment must be made prior to conducting the authorized work. The amount of the In
Lieu Fee to be paid to NCEEP by an applicant is calculated based upon the Fee Schedule and policies listed at www.nceep.net.
Based on the information supplied by you the impacts that may require compensatory mitigation are summarized in the following
table.
River Stream (feet) Wetlands (acres) Buffer I Buffer II
Basin CU Location (Sq. Ft.) (Sq. Ft.)
Cold Cool Warm Riparian Non-Riparian Coastal Marsh
Impacts Cape 03030004 0 0 300 0 0 0 0 0
Fear
Credits Cape 03030004 0 0 600 0 0 0 0 0
Fear
Upon receipt of payment, EEP will take responsibility for providing the compensatory mitigation. If the regulatory agencies require
mitigation credits greater than indicated above, and the applicant wants NCEEP to be responsible for the additional mitigation, the
applicant will need to submit a mitigation request to NCEEP for approval prior to permit issuance. The mitigation will be performed
in accordance with the Memorandum of Understanding between the N. C. Department of Environment and Natural Resources and the
U. S. Army Corps of Engineers dated November 4, 1998.
If you have any questions or need additional information, please contact Valerie Mitchener at [phone].
Sincerely,

William DPE
Director
cc: Cyndi Karoly, NCDWQ Wetlands/401 Unit
Jamie Shern, USACE-Raleigh
Ian McMillan, NCDWQ-Wetlands/401 Unit
Jennifer Burdette, agent
File

""I -Or PYDt-P,Ct ~ our State CDDEN
ENR
North Carolina Ecosystem Enhancement Program, 1652 Mail Service Center, Raleigh, NC 27699-1652 1919-715-0476 I www.nceep.net

Received 06 18 2008 09:02
FROM <WED)JVN 1S 2008 9: 11lST. 9: 10/No. 7500000439 P 2

N.

BURDETTE LAND CONSULTING, INC.
:w
10212 Creedmoor Road - Raleigh, North Carolina 27615
Telephone [phone] -Fax [phone]
S

AGENT AUTHORIZATION FORM

US Army Corps of Engineers North Carolina Division of Water Quality
Central Office
69 Darlington Avenue Mail Service Center 1650
Wilmington, North Carolina 28403 Raleigh, North Carolina 27699

To Whom It May Concern:

By signing below, the current property owner gives representatives of Burdette Land
Consulting, Inc. permission to act as their authorized agent for jurisdictional and isolated waters
and riparian buffer determinations, delineation, and permitting for the subject project. This
authorization includes permission to enter the site to conduct site meetings with US Army Corps
of Engineers and NC Division of Water Quality personnel, as necessary.
Project Name: Stonemont Subdivision

BLC Project 60109

Current Property Owner or Easement Holder:

Name: IPG Stonemont LLC
(include contact person if a corporation, partnership, or government)

Mailing Address: 140 Towerview Court

Cary NC 27512 -

Telephone: q - (01a- S of S Fax: 919- 46 3- 9 9 93

Email: G EU-treli to J tgWp, cam-,

A M -:P~ Glenn Futrell M t,/ V(4 q e K
Signature Print Name (include title, if appropriate)

66 / g-0k"'
Date

Cl oy-~iv* eersoyl : Cu.. v t 3 0 h 2S

Date Filed: 10/18/2007 1:03:00 PM
Elaine F. Marshall
North Carolina Secretary of State
State of North Carolina C200728900393

Department of the Secretary of State

Limited Liability Company
ARTICLES OF ORGANIZATION

Pursuant to §57C-2-20 of the General Statutes of North Carolina, the undersigned does hereby submit
these Articles of Organization for the purpose of forming a limited liability company.

1. The name of the limited liability company is: IPG/Stonemont. LLC
2. If the limited liability company is to dissolve by a specific date, the latest date on which the
limited liability company is to dissolve: (ff no date for dissolution is specified, there shall be no
limit on the duration of the limited liability company.)

3. The name and address of each person executing these articles of organization is as follows:
(State whether each person is executing these articles of organization in the capacity of a
member, organizer or both. Note: This document must be signed by all persons listed here).
Harold E. Russell, Jr.-Organizer

2304 Wesvill Court
Suite 340
Raleigh, NC 27607
4. The street address and county of the initial registered office of the limited liability company is:

Number and Street 140 Towerview Court

City, State, Zip Code Cary, NC 27513 County Wake

5. The mailing address, if different from the street address, of the initial registered office is:

6. The name of the initial registered agent is: Glenn Futrell

7. Principal office information: (Select either a or b.)
a. R? The limited liability company has a principal office.

The street address and county of the principal office of the limited liability company is:

Number and Street 140 Towerview Court
City, State, Zip Code Cary, NC 27513 CountyWake
The mailing address, if different from the street address, of the principal office of the corporation is:

b. ? The limited liability company does not have a principal office.

i

8. Check one of the following:
(i) Member-managed LLC: all members by virtue of their status as members shall be
managers of this limited liability company.

? (ii) Manager-managed LLC: except as provided by N.C.G.S. Section 57C-3-20(a), the
members of this limited liability company shall not be managers by virtue of their status as
members.

9. Any other provisions which the limited liability company elects to include are attached.

10. These articles will be effective upon filing, unless a date and/or time is specified:

This is the 16th day of October 2007

Signature
Harold E. Russell, Jr: Organizer

Type or Print Name and Title

NOTES:
I. Filing fee is $125. This document must be filed with the Secretary of State.
CORPORATIONS DIVISION P.O. Box 29622 RALEIGH, NC 27626-0622
(RevisedJanua,y 2002) (Form L-01)
Instructions for Filing