20040108 Ver 1_COMPLETE FILE_20040129

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Michael F. Easley, Governor
William G. Ross, Jr., Secretary
Alan W. Klimek, P.E., Director
July 27, 2004
Stone Hedge Carolinas
Attn: Paul Murphy
4000 Westchase Blvd., #500
Raleigh, NC 27607
DWQ Project # 04-0108
Wake County
Page 1 of 4
Subject Property: Miramonte Subdivision, NC Hwy 55, Apex, NC
UT to Middle Creek [03-04-03, 27-43-15-(1), C NSW]
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse
River Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Murphy:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 0.019 acres of wetlands, 111 feet of streams and 13,605
square feet (ft) (or 0.312 acres) of protected riparian buffers for the purpose of constructing
roads and utilities at the subject property, as described within your application dated June 9,
2004 and received by the N.C. Division of Water Quality (DWQ) on June 10, 2004 including
revised plans dated June 30, 2004. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Certification Number(s) 3402 (GC3402). The
Certification(s) allows you to use Nationwide Permit(s) 39 when issued by the US Army Corps
of Engineers (USACE). This letter shall also act as your approved Authorization Certificate for
impacts to the protected riparian buffers per 15A NCAC 2B .0233. In addition, you should
obtain or otherwise comply with any other required federal, state or local permits before you go
ahead with your project including (but not limited to) Erosion and Sediment Control and Non-
discharge regulations. Also, this approval to proceed with your proposed impacts or to
conduct impacts to waters as depicted in your application shall expire upon expiration of
the 404 Permit.
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you may be required to send us a new application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. If total fills for this project (now or in
the future) exceed one acre of wetland or 150 linear feet of stream, compensatory mitigation may
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650, One
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604 NofthCarohna
Phone: [phone] / FAX [phone] / Internet: hftp://h2o.enr.state.nc.us/ncwetlands Natimallff
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/101/o Post Consumer Paper
Stone Hedge Carolinas / DWQ Project No. 04-0108
Page 2 of 4
July 27, 2004
be required as described in 15A NCAC 2H.0506 (h). This approval requires you to follow the
conditions listed in the attached certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved - The following impacts are hereby approved as long as all of the other
specific and general conditions of this Certification (or Isolated Wetland Permit) are met. No
other impacts are approved including incidental impacts:
Amount Approved Plan Location or Reference
(Units)
Stream 57 (feet) Impact # 2 (Intermittent)
54 (feet) Impact # 2 (Perennial)
404 Wetlands 0.003 (acres) Impact # 1
0.0145 (acres) Impact # 2
0.002 (acres) Impact # 3
Buffers 13,605 (s uare ft.) Impact # 2
2. Water Quality Certification(s) - The proposed project must comply with all of the
conditions of General Water Quality Certification(s) (OC) 3402.
3. Protective Fencing - The outside buffer, wetland or water boundary and along the
construction corridor within these boundaries approved under this authorization shall be
clearly marked with orange warning fencing (or similar high visibility material) for the areas
that have been approved to infringe within the buffer, wetland or water prior to any land
disturbing activities to ensure compliance with 15A NCAC 2B .0233 and GC 3402.
4. Buffer Impacts - The approved buffer impacts associated with the road crossing equal 111
feet and 0.312 acres of protected riparian buffers. The Neuse Buffer Rule requires buffer
mitigation for road crossings that exceed 150 linear feet or 1/3 acres of buffer impacts. The
impact area includes the area of the footprint of the use and any clearing and grading
activities within the riparian buffer necessary to accommodate the use. The length of buffer
impact is measured parallel to the stream and includes the length of the footprint of the use
and any clearing and grading activities within the riparian buffer necessary to accommodate
the use. If the DWQ determines that the impacts exceed 150 feet or 1/3 acre to the buffer,
then buffer mitigation pursuant to 15A NCAC 02B .0233 will be required for the entire
impact area.
5. Diffuse Flow - All constructed stormwater conveyance outlets shall be directed and
maintained as diffuse flow at non-erosive velocities through the protected stream buffers
such that it will not re-concentrate before discharging into a stream as identified within 15A
NCAC 2B .0233 (5). If this is not possible, it may be necessary to provide stormwater
facilities that are considered to remove nitrogen. This may require additional approval from
this Office
6. Construction Stormwater Permit NCG010000 - Upon the approval of an Erosion and
Sedimentation Control Plan issued by the Division of Land Resources (DLR) or a DLR
Stone Hedge Carolinas / DWQ Project No. 04-0108
Page 3 of 4
July 27, 2004
delegated local erosion and sedimentation control program, an NPDES General stormwater
permit (NCGO10000) administered by DWQ is automatically issued to the project. This
General Permit allows stormwater.to be discharged during land disturbing construction
activities as stipulated by conditions in the permit. If your project is covered by this permit
[applicable to construction projects that disturb one (1) or more acres], full compliance with
permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms
may be found at &W. Ah2o. enr. state. nc. us/sufformsDocuments. htm.
7. Erosion & Sediment Control Practices - Erosion and sediment control practices must be in
full compliance with all specifications governing the proper design, installation and operation
and maintenance of such Best Management Practices in order to protect surface waters
standards:
a. The erosion and sediment control measures for the project must be designed,
installed, operated, and maintained in accordance with the most recent version"of the
North Carolina Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion
control measures must be such that they equal, or exceed, the requirements specified
in the most recent version of the North Carolina Sediment and Erosion Control
Manual. The devices shall be maintained on ail, construction sites, borrow sites, and
waste pile (spoil) projects, including contractor-owned or leased borrow pits
associated with the project.
8. No Waste, Spoil, Solids, or Fill of Any Kind - No waste, spoil, solids, or fill of any kind
shall occur in wetlands, waters, or riparian areas beyond the footprint of the impacts
depicted in the Pre-Construction Notification. All construction activities, including the
design, installation, operation, and maintenance of sediment and erosion control Best
Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
9. No Sediment & Erosion Control Measures w/n Wetlands or Waters - Sediment and
erosion control measures shall not be placed in wetlands or waters to the maximum extent
practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of
the date that the Division of Land Resources has released the project.
10. Certificate of Completion - Upon completion of all work approved within the 401
Water Quality Certification or applicable Buffer Rules, and any subsequent
modifications, the applicant is required to return the attached certificate of completion to
the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650 Mail Service
Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may
result in criminal and/or civil penalties. The authorization to proceed with your proposed
impacts or to conduct impacts to waters as depicted in your application and as authorized by this
Certification, shall expire upon expiration of the 404 or CAMA Permit.
{
Stone Hedge Carolinas / DWQ Project No. 04-0108
Page 4 of 4
July 27, 2004
If you do not accept any of the conditions of this Certification (associated with the approved
wetland or stream impacts), you may ask for an adjudicatory hearing. You must act within 60
days of the date that you receive this letter. To ask for a hearing, send a written petition, which
conforms to Chapter 150B of the North Carolina General Statutes to the Office of Administrative
Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the
approved buffer impacts) shall be referred in writing to the Director for a decision. The
Director's decision is subject to review as provided in Articles 3 and 4 of G.S. 150B.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean
Water Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B
.0233. If you have any questions, please telephone John Domey at 919-733-9646 or Bob
Zarzecki at 919-733=9726.
Sincerely,
tan W. Klimek, P.E.
AWK/bz
Enclosures: GC 3402
Certificate of Completion
cc: Sean Clark, S&EC, Inc., 11010 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
File Copy
Central Files
Filename: 040108
SENDING CONFIRMATION
DATE JUL-27-2004 TUE 14:04
NAME DWQ-WETLANDS
TEL [phone]
PHONE : [phone]
PAGES : 4/4
START TIME : JUL-27 14:03
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6neneal r, havey, Ci0v8ttler Wiliam p, Ross, Jr., Seclatary
Alan W. l0imok, P.E., Director
July 27, 2004
DWQ Project # 040108
Wake County
Page 1 of 4
Stone Hedge Carolinas
Attn: Paul Murphy
4000 Westchase Blvd., #500
Raleigh, NC 27607
Subject Property: Miratitonte Subdivision, NC Hwy 55, Apex, NC
UT to Middle Creek [03-04-03,27-43-15-(l), C NSWj
Approval of 401 Water Quality Certification and Authorization Certificate per the Neuse
River Buffer Protection Rules (15A NCAC 2B .0233) with Additional Conditions
Dear Mr. Murphy:
You have our approval, in accordance with the attached conditions and those listed below, to
place fill within or otherwise impact 0.019 acres of wetlands, 1 I I feet of streams and 13,605
square feet (fez) (or 0.312 acres) of protected riparian buffers for the purpose of constructing
roads and utilities at the subject property, as described within your application dated June 9,
2004 and received by the N.C. Division of Water Quality (DWQ) on June 10, 2004 including
revised plans dated June 30, 2004. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Ccrtification Number(s) 3402 (GC3402). The
Certification(s) allows you to use Nationwide Permit(s) 39 when issued by the US. Army Corps
of Engineers (USACE). This letter shall also act as your approved Authorization Certificate for
impacts to the protected riparian buffers per 15A NCAC 2B .0233. In addition, you should
obtain or otherwise comply with any other required federal, state or local pcmtita before you go
ahead with your project including (but not limited to) Erosion and Sediment Control and Non-
discharge regulations. Also, this approval to proceed with your proposed Impacts or to
conduct impacts to waters as depicted to your application shall expire upon expiration of
the 404 Permlt
This approval is for the purpose and design that you described in your application. If you change
your project, you must notify us and you maybe required to send us anew application. If the
property is sold, the new owner must be given a copy of this Certification and approval letter and
is thereby responsible for complying with all conditions. Jf total fills for this project (now or in
the future) exceed one acre of wetland or 150 hnear feet of stream, compensatory mitigation may
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Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
June 30, 2004
S&EC Project #7472.W0
DWQ #04-0108
Action ID #200320638
NCDENR-DWQ
Attn: Mr. Bob Zarzecki
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604
RE: Miramonte Subdivision buffer impact revision
Dear Mr. Zarzecki:
4
6 As per our conversation, please find the attached copy of the inset map for the proposed
road crossing. Buffer impacts have been reduced to 0.312 acre. Given the current slope
in the area and the road's location, the engineer does not believe that the buffer impacts
can realistically be reduced further. The impacts shown will be required in order to
install the culvert pipe and headwalls shown. Other than the decreased road crossing
buffer impacts, the rest of the information is the same as per the June 9, 2004 submittal.
As requested, a 50-foot buffer has been placed around the inlet of the road's culvert and
will be established after construction of the road. The outlet pipe of the detention basin
was rerouted to discharge into the wetland at a point upstream of the road crossing. As
discussed, please issue the 401/buffer compliance with a condition that information
insuring sheet flow be provided and approved.
Please call or email me at SClarkRSandEC.com if you have any questions or require any
further explanation.
Sincerely,
Sean Clark
Environmental Scientist
Attachments:
Proposed Wetland Impact Map
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
Fax: [phone] Fax: [phone] Fax: [phone]

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Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: (919) 846_?u00 9, 5&'19) 846-9467
www.SanclEC.com S&EC Project #7472.W0
DWQ #04-0108
Action ID #200320638
NCDENR-DWQ
Attn: Mr. Bob Zarzecki
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604
RE: Miramonte Subdivision changes
Dear Mr. Zarzecki:
WETLANDS/ 401 GROUP
JUN 1 0 2004
WATER QUALITY SECTION
As per our conversation, please find the attached copy of the inset map for the proposed
road crossing. Please replace the previous PCN form with this form. As requested, a 50-
foot buffer has been placed around the inlet of the road's culvert and will be established
after construction of the road. The outlet pipe of the detention basin was rerouted to
discharge into the wetland at a point upstream of the road crossing. As discussed, please
issue the 401 /buffer compliance with a condition that information insuring sheet flow be
provided and approved.
Please call or email me at SClarkPSandEC.com if you have any questions or require any
further explanation.
Sincerely,
6?0?J
Sean Clark
Environmental Scientist
Attachments:
Revised Pre-construction (PCI) notification form
Proposed Wetland Impact Map
CC: Jennifer Burdette (USACE)
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone [phone]
1-1 - corm
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information WETLANDS/ 401 GROUP
Name: Stone Hedge Carolinas
Mailing Address: Attn: Paul MuMhy N Y 0 2004
4000 Westchase Blvd #500
Raleigh NC 27607 NAM QUALITY S;:CV M
Telephone Number: 919-839-5900 Fax Number:
E-mail Address:
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: Sean Clark
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Sclark SandEC com
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Miramonte Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 07500116447
4. Location
County: Wake Nearest Town: Apex
Subdivision name (include phase/lot number): Straywhite Avenue
Directions to site (include road numbers, landmarks, etc.): The property is located on the
east side of NC Highway 55 approximately a half-mile north of its intersection with Sunset
Lake Road.
5. Site coordinates, if available (UTM or Lat/Long): 35°41'27.48" N / 78°49'54.50" 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): +/- 80 acres
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Middle Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/mos/.)
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 is currently wooded. The property to the south is
under construction and will be residential. Land use in the vicinity of the project is primarily
residential or wooded.
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: The
project consists of a residential community and its associated utilities (roads, sewer, etc) and
the construction of a public secondary road that will connect NC Highway 55 with Reunion
Creek Parkway (currently under construction). Heavy equipment associated with land
clearing and construction will be utilized.
11. Explain the purpose of the proposed work: The purpose of the project is to provide
additional housing_ for the area Straywhite Avenue is part of the Town of Apex
Thoroughfare Plan and will serve as an alternate route from the intersection of Hwy 55 and
Reunion Creek Parkway.
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.
S&EC completed a detailed wetland delineation and Neuse River Buffer evaluation on the
property that the proposed road will transect on November 25, 2002. Ms Andrea Wade of the
USACE issued a notification of jurisdictional determination on June 2, 2003 (AID 200320638).
Ms Deborah Edwards of the NC-DWQ made a site visit and confirmed the buffers on November
20, 2002 (NRRRO 03-035) Mr. Dave Penrose of the NC-DWQ also visited the site to make a
perennial stream determination on Februar?l0 2003. Mr. Penrose determined that the stream
becomes perennial at point 15 feet downstream of the point in which it becomes buffered. Ms
Jennifer Burdette of the USACE met onsite and determined that the stream becomes important at
a point +/- 60 feet downstream of the point in which the feature becomes buffered.
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.
A greenway trail has been proposed to go through the property on the north side of Middle
Creek however, a specific corridor has not vet been approved and will be based on the existence
of wetlands and streams in the area.
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
Page 3 of 9
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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 54
linear feet of perennial channel, 57 feet of intermittent channel, and 0.017 acres of wetland
impact resulting from the proposed construction of the residential subdivision. Impacts are
due primarily to the main thoroughfare road, Straywhite Avenue, which is on the Town of
Apex's thoroughfare plan.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on ma)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***
Impact # 1 Permanent/fill 0.003 No +/- 150' Headwater seep
Impact # 2 Excavation/flooding 0.0145 No 0 Headwater seep
Impact #3 Permanent/fill 0.002 No +/-140 Headwater seep
* List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at hiip://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: +/- 0.5 acre
(area east of Middle Creek not evaluated)
Total area of wetland impact proposed: 0.019 acre
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (pleasespecify)
Impact # 2 Culvert/riprap 57 UT to Middle Creek 2-3' Intermittent
Impact #2 Culvert/riprap 54 UT to Middle Creek 2-3' Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
Page 4 of 9
Cumulative impacts (linear distance in feet) to all streams on site: 111 linear feet (57 LF of
intermittent stream channel and 54 LF of perennial stream channel)
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on ma) (acres) bay, ocean, etc.)
NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VI. 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 primary function of Straywhite Avenue is to connect NC Highway 55 with the future
Reunion Creek Parkway. A detailed delineation was conducted on the property in an effort to
avoid impacts to the maximum extent practicable Given the two fixed points of intersection,
variations of potential road alignments were limited A large wetland exists downstream of the
proposed crossing thereby making, it less of a feasible option to shift the road in this vicinity.
The property to the south of the proposed thoroughfare road is currently developed so that a road
cannot be extended through to the south of the proposed corridor. Straywhite has been realigned
and the detention basin taken offline so as to decrease the impacts to the perennial stream
channel buffers and wetlands The floodplain of Middle Creek has been avoided, as has the
lower portion of the tributary to Middle Creek
Page 5 of 9
VII. Mitigation
.450than mitigation or eequal to required by the
DWQ - In accordance with 15A NCAC 2H
of impacts rt
Division of Water Quality for projects involving g greater
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 March 9, 2000, 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 NCWRP 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
h_ttp:/l 20 enr state nc us/ncwetlands/strm?ide.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 eve effort has been taken to avoid im actin the perennial stream S&EC does not
believe that stream miti aton should be re uired. Impacts to the erennial stream have been
reduced from 245 LF to the 54 LF ro osed in this submittal. This distance is less than 150
LF so DW should not r uire stream miti aton.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Page 6 of 9
Amount of stream mitigation requested (linear feet): NA
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
VIII. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
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 ?
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 ?
IX. 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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Page 7 of 9
arian buff ers. Lf buffer Identify the square feet and acreage of impact to each
ozone of f mitigation
t pby applying the buffer
mitigation is required calculate the required amount multipliers.
Straywhite Avenue Crossing
Required

* Impact
Multiplier Mitigatiot
Zone s uare feet)

1
8571 NA
3

2 5801 1.5 NA
NA
Tota1 14,372
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
Buffer Restoration / Enhancernent? preservation or
of property, Conservation Easement, Riparian Please attach alappropriate information as
Payment in inn Riparian
A NCAC 2Br.0242 ort10260?d).
identified w , ...._e +U- ,%rnrnnced crossing is considered an "allowable"
ro osed.
X. Stormwater (required by DWQ)
versus total acreage on the site.
Describe impervious acreage (both existing and proposed) waters and wetlands
Discuss stormwater controls proposed in order to protect surface
downstream from the property. __. ?...,+ +-kP „rn„nsed site Wan (See impact may as
XI. Sewage Disposal (required by DWQ) arge Clearly detail the ultimate treatment methods and disposition (a o? of the subject or fsch ge) of
wastewater generated from the proposed pP?J Pr por available roject, from he Town of A ex.
XII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H
Yes ? No N
Is this an after-the-fact permit application?
Yes ? No N
0500) or any Buffer Rules?
Page 8 of 9
XIII. 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).
z00Y
Ju N 6,q(
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9

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Soil & Environmental Consultants, PA
11010 Raven Ridge Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com
WETLANDS if 401 QPr,' ft

W ER QDALff SEG i iON
May 28, 2004
S&EC Project #7472.W0
DWQ #04-0108
Action ID #200320638
NCDENR-DWQ US Army Corps of Engineers
Attn: Mr. John Dorney / Ms. Debbie Edwards Attn: Ms. Jennifer Burdette
2321 Crabtree Blvd 6508 Falls of the Neuse Road
Parkview Building Suite 120
Raleigh, NC 27604 Raleigh, NC 27615
RE: Response to DWQ's Request for more information and Revised Request for
Nationwide Permit 39, 401 Water Quality Certification, and Buffer Compliance for
the proposed Miramonte Subdivision
Dear Mr. Dorney / Ms. Edwards and Ms. Burdette:
This letter is in response to the DWQ letter dated February 24, 2004 (copy attached),
which requested additional information for the proposed Miramonte Subdivision. The
following restates your questions as listed in your letter and then provides our response.
1. Stormwater Management - This will need to be revised to be constructed
wetlands, pocket wetlands or wet ponds followed by level spreaders. Any designs
must meet DWQ s design standards in our stormwater manual.
Stormwater devices have been removed from the jurisdictional areas as well as from ??
the buffers. Because the impervious surface area for the site is 25%, which is less f7
than 30%, a DWQ approved stormwater plan is not required. The stormwater devices
shown are required by the Town of Apex.
2. All sedimentation and erosion control measures will need to be relocated outside
jurisdictional waters.
The revised site plan has removed the stormwater device from the jurisdictional
waters. Instead of one stormwater pond above the proposed road crossing there are
now two stormwater devices proposed on either side of the jurisdictional drainage.
3. Straywhite Avenue will need to be relocated to avoid or minimize stream and
buffer impact. Your proposed crossing at the stream origin can be relocated
above or below the stream origin as shown on the attached sketch plan. Also
your intersection of Straywhite Avenue and Alpharetta Trail is located in the
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone- !7041720-9405 Phone: [phone] Phone [phone]
May 28, 2004
S&EC Project #7472.W0
Page 2 of 2
stream buffer and will therefore need to be relocated, these alternative designs
would also require a redesign of the lot layout in some locations. Finally, these
alternative designs would likely result in reduced or eliminated need for
compensatory mitigation. Please examine these designs and then modem your
application accordingly.
The attached revision shows a realigned Straywhite Avenue that impacts less of the
perennial / important channel length. The road cannot be shifted further "upstream"
because it will be too close to the property line and would potentially back up
stormwater onto the adjacent property. Alpheretta Trail has been cul-de-saced and no
longer intersects with Straywhite within the buffer.
4. Discharge from any stormwater device will need to be located so as not to result
in stream lengths which are dewatered.
Discharge from stormwater devices have been positioned so as not to result in the
dewatering or bypassing of any stream lengths.
The redesigned proposed impacts consist of 54 linear feet of perennial channel, 57 feet of
intermittent channel, and 0.017 acres of wetland impact resulting from the proposed
construction of the residential subdivision. Impacts are due primarily to the main
thoroughfare road, Straywhite Avenue, which is on the Town of Apex's thoroughfare
plan.
Because the proposed impacts to the perennial / important streams are less than 150 linear
feet and buffer impacts are less than 1/3 acre, no mitigation should be required by the
NC-DWQ. Because wetland and stream impacts have been avoided and minimized to the
maximum extent practicable S&EC does not believe that mitigation should be required
by the USACE. If stream mitigation should be required the NC-EEP has agreed to accept
payment to cover up to 304 linear feet of mitigation.
Please call or email me at SClark(a,SandEC.com if you have any questions or require any
further explanation.
L? ?4, -? ?,,
Sean Clark
Environmental Scientist
Attachments:
Revised Pre-construction (PCN notification form
Proposed Wetland Impact Maps (1 large sheet and 1 on 11 x 17)
Inset maps (2 sheets)
Copy of DWQ letter
Impervious surface calculations (4 pages)
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
L Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
Owner/Applicant Information
Name: Stone Hedge Carolinas
Mailing Address: Attn: Paul Murphy
4000 Westchase Blvd. #500
Raleigh NC 27607
Telephone Number: 919-839-5900
E-mail Address:
Fax Number:
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: Sean Clark
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Sclark(),SandEC.com
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Miramonte Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 07500116447
4. Location
County: Wake Nearest Town: Apex
Subdivision name (include phase/lot number): Skg3nyhite Avenue
Directions to site (include road numbers, landmarks, etc.): The property is located on the
east side of NC Highway 55 approximately a half-mile north of its intersection with Sunset
Lake Road.
5. Site coordinates, if available (UTM or Lat/Long): 35°41'27.48" N / 78°49'54.50" 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): +/- 80 acres
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Middle Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/Maps/.)
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 is currently wooded. The property to the south is
under construction and will be residential. Land use in the vicinity of the project is primarily
residential or wooded.
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: The
project consists of a residential community and its associated utilities (roads, sewer, etch
the construction of a public secondary road that will connect NC Hi way 55 with Reunion
Creek Parkway (currently under construction). Heavy equipment associated with land
clearing and construction will be utilized.
11. Explain the purpose of the proposed work: The purpose of the project is to provide
additional housing for the area. Straywhite Avenue is part of the Town of Apex
Thoroughfare Plan and will serve as an alternate route from the intersection of Hwy 55 and
Reunion Creek Parkway.
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.
S&EC completed a detailed wetland delineation and Neuse River Buffer evaluation on the
property that the proposed road will transect on November 25, 2002. Ms Andrea Wade of the
USACE issued a notification of jurisdictional determination on June 2, 2003 (AID 200320638).
Ms. Deborah Edwards of the NC-DWQ made a site visit and confirmed the buffers on November
20, 2002 (NRRRO 03-035). Mr. Dave Penrose of the NC-DWQ also visited the site to make a
perennial stream determination on February 10, 2003. Mr. Penrose determined that the stream
becomes perennial at point 15 feet downstream of the point in which it becomes buffered. Ms
Jennifer Burdette of the USACE met onsite and determined that the stream becomes important at
a point +/- 60 feet downstream of the point in which the feature becomes buffered.
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.
A greenway trail has been proposed to go through the property on the north side of Middle
Creek however, aspecific corridor has not yet been approved and will be based on the existence
of wetlands and streams in the area.
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
Page 3 of 9
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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 54
linear feet of perennial channel, 57 feet of intermittent channel, and 0.017 acres of wetland
impact resulting from the proposed construction of the residential subdivision. Impacts are
due primarily to the main thoroughfare road, Straywhite Avenue, which is on the Town of
Apex's thoroughfare plan.
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on map) (acres) (yes/no) (linear feet)
Impact # 1 Pernment/fill 0.003 no +/- 150' Headwater seep
Impact # 2 Excavation/flooding 0.0145 no 0 Headwater seep
* List each impact separately and identify temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: +/- 0.5 acre
(area east of Middle Creek not evaluated)
Total area of wetland impact proposed: 0.017 acre
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
Impact # 2 Culvert/riprap 57 UT to Middle Creek 2-3' Intermittent
Impact #2 Culvert/riprap 54 UT to Middle Creek 2-3' Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
WWw.usgs.QOV. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mgMuest.com, etc.).
Page 4 of 9
Cumulative impacts (linear distance in feet) to all streams on site: 111 linear feet (57 LF of
intermittent stream channel and 54 LF of perennial stream channel)
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of
Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on ma) (acres) bay, ocean, etc.)
NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VI. 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 primary function of Straywhite Avenue is to connect NC Highway 55 with the future
Reunion Creek Parkway. A detailed delineation was conducted on the property in an effort to
avoid impacts to the maximum extent practicable. Given the two fixed points of intersection,
variations of potential road alignments were limited. A lame wetland exists downstream of the
proposed crossing thereby making it less of a feasible option to shift the road in this vicinity.
The property to the south of the proposed thoroughfare road is currently developed so that a road
cannot be extended through to the south of the proposed corridor. Straywhite has been realigned
and the detention basin taken offline so as to decrease the impacts to the perennial stream
channel buffers and wetlands. The floodplain of Middle Creek has been avoided, as has the
lower portion of the tributary to Middle Creek.
Page 5 of 9
VII. 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 March 9, 2000, 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 NCWRP 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.httnl.
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 every effort has been taken to avoid impacting the perennial stream S&EC does not
believe that stream mitigation should be required. Impacts to the perennial stream have been
reduced from 245 LF to the 54 LF proposed in this submittal. This distance is less than 150
LF so DWO should not require stream mitigation.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Page 6 of 9
Amount of stream mitigation requested (linear feet): NA
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
VIII. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
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 ?
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 ?
IX. 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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify V
Yes ® No ? If you answered "yes", provide the following information:
Page 7 of 9
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.
Straywhite Avenue Crossing
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 8571 3 NA
2 5801 1.5 NA
Total 14,372 NA
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
Because buffer impacts are less than 1/3 acre the proposed crossing is considered an "allowable"
activity and therefore does not require buffer mitigation. For this reason no buffer mitigation is
proposed.
X. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
Stormwater ponds have been placed throughout the proposed site plan (see imnact mar)) as
required by the Town of Apex. The impervious surface area is 25% (i.e. less than 30%)
therefore a stormwater plan is not being provided. Please see the attached calculations.
XI. 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.
The project will tie into existing _sanitary sewer lines from the Town of Apex.
XII. 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 8 of 9
XIII. 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
e?
28.2004
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
February 24, 2004
DWQ # 04-0108
Wake County
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
Stone Hedge Carolinas
Attn: Paul Murphy
4000 Westchase Blvd.
Suite 400
Raleigh, NC 27607
Dear Mr. Murphy:
MAR - 1 2004
The Division of Water Quality has reviewed your plans for the discharge of fill material into 260
linear feet of streams, 0.64 acres of protected stream buffers and 0.017 acres of wetlands located at
Miramonte Subdivision at NC 55 near Sunset Lake Road in Wake County for road construction and
residential development. Insufficient evidence is present in our files to conclude that your project must
be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H .0506. Therefore,
unless modifications of the proposal are made as described below, we will have to move toward denial
of your 401 Certification as required by 15A NCAC 2H .0507(e) and will place this project on-hold as
incomplete until we receive this additional information, we are requesting '(by copy of this letter) that the
U.S. Army Corps of Engineers place your project on administrative hold.
Please provide us with information supporting your position that states your project must be
constructed as planned and that you have no practicable alternative to placing fill in these waters and/or
wetlands. Specifically please address the following issues:
1. Stormwater management - This will need to be revised to be constructed wetlands,
pocket wetlands or wet ponds followed by level spreaders. Any designs must meet
DWQ's design standards in our stormwater manual.
2. All sedimentation and erosion control measures will need to be relocated to be outside
jurisdictional waters.
3. Straywhite Avenue will need to be relocated to avoid or minimize stream and buffer
modify your application accordingly.
4. Discharge from any stormwater device will need to be located so as not to result in
stream lengths which are dewatered.
impact. Your proposed crossing at the stream origin can be relocated above or below the
stream origin as shown on the attached sketch plan. Also your intersection of Straywhite
Avenue and Alpharetta Trail is located in the stream buffer and will therefore need to be
relocated. These alternative designs would also require a redesign of the lot layout in
some locations. Finally, these alternative designs would likely result in reduced or
eliminated need for compensatory mitigation. Please examine these designs and then
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
f010N 712 1744 l.d.- n1 n '722 <002 !F ..\ fU JR,7n - ctntP nn -/n-Pt1nn/tc

Any documentation such as maps and narrative that you can supply to address alternative designs
for your project may be helpful in our review of your 401 Certification. Also this project will require
compensatory mitigation as described in 15A NCAC 2H .0506(h). Your mitigation proposal is insufficient
because we have no record whether the NC Wetlands Restoration Program is willing to accept this
mitigation.
Please respond within three weeks of the date of this letter by sending a copy of this information to me
and, one copy to Raleigh Regional Office. If we do not hear from you in three weeks, we will assume that
you no longer want to pursue this project and we will consider the project as withdrawn. If you have any
questions, please telephone John Dorney at 919-733-1786 or Debbie Edwards at 919-733-9584.
Sincerely,
J R. D ey
4 1 Water Qual' y Ce 'fication Program
cc: Raleigh DWQ Regional Office
Andrea Wade, Raleigh Field Office Corps of Engineers
Debbie Edwards, DWQ
an Clark,'Soil and Environmental Consultants.
Central Files
File Copy
/04 12:33 FAX [phone]
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
February 24, 2004
DWQ # 04-0108
Wake County
CERTIFIED MAIL-RETURN RECEIPT REQUESTED
Stone Hedge Carolinas
Attn: Paul Murphy
4000 Westchase Blvd.
Suite 400
Raleigh, NC 27607
Dear Mr. Murphy:
The Division of Water Quality has reviewed your plans for the discharge of fill material into 260
linear feet of streams, 0.64 acres of protected stream buffers and 0.017 acres of wetlands located at
Miramonte Subdivision at NC 55 near Sunset Lake Road in Wake County for road construction and
residential development. Insufficient evidence is present in our files to conclude that your project must
be built as planned in waters and/or wetlands in accordance with 15A NCAC 2H .0506. Therefore,
unless modifications of the proposal are made as described below, we will have to move toward denial
of your 401 Certification as required by 15A NCAC 2H .0507(e) and will place this project on-hold as
incomplete until we receive this additional information, we are requesting '(by copy of this letter) that the
U.S. Army Corps of Engineers place your project on administrative hold.
Please provide us with information supporting your position that states your project must be
constructed as planned and that you have no practicable alternative to placing fill in these waters and/or
wetlands. Specifically please address the following issues:
1. Stormwater management - This will need to be revised to be constructed wetlands,
pocket wetlands or wet ponds followed by level spreaders. Any designs must meet
DWQ's design standards in our stormwater manual.
2. All sedimentation and erosion control measures will need to be relocated to be outside
jurisdictional waters.
3. Straywhite Avenue will need to be relocated to avoid or minimize stream and buffer
impact. Your proposed crossing at the stream origin can be relocated above or below the
stream origin as shown on the attached sketch plan. Also your intersection of Straywhite
Avenue and Alpharetta Trail is located in the stream buffer and will therefore need to be
relocated. These alternative designs would also require a redesign of the lot layout in
some locations. Finally, these alternative designs would likely result in reduced or
eliminated need for compensatory mitigation. Please examine these designs and then
modify your application accordingly.
4. Discharge from any stormwater device will need to be located so as not to result in
stream lengths which are dewatered.
4%
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (http://h2o.enr.state.nc.us/ncwetlands

Any documentation such as maps and narrative that you can supply to address alternative designs
for your project may be helpful in our review of your 401 Certification. Also this project will require
compensatory mitigation as described in 15A NCAC 2H .0506(h). Your mitigation proposal is insufficient
because we have no record whether the NC Wetlands Restoration Program is willing to accept this
mitigation.
Please respond within three weeks of the date of this letter by sending a copy of this information to me
and, one copy to Raleigh Regional Office. If we do not hear from you in three weeks, we will assume that
you no longer want to pursue this project and we will consider the project as withdrawn. If you have any
questions, please telephone John Dorney at 919-733-1786 or Debbie Edwards at 919-733-9584.
Sincerely,
J R. D iey
4 1 Water Qual' y Ce ification Program
cc: Raleigh DWQ Regional Office
Andrea Wade, Raleigh Field Office Corps of Engineers
Debbie Edwards, DWQ
Sean Clark,'Soil and Environmental Consultants
Central Files
File Copy

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MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WQ Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Miramonte S/D
Project Number 04 0108
Recvd From APP
County Wake
County2
Received Date 1/29/04 Recvd By Region
Project Type to provide additional housing
Region Raleigh
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
39 Head D Y O N 27 43 15-(? NSW 30,40T. !1.02 760.501 245.00 15.00
FNBR Buffer O }' O N F??r-?- i(1.10 0.G4
r
Mitigation Wetland
MitigationType Type Acres Feet
r Stream WRP Stream 245.0 0
F_ I F_
Is Wetland Rating Sheet Attached? 0 Y * N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? Q Y O N Recommendation: 0 Issue 0 Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) 354127 Longitude (ddmmss) 784955
Comments:
JOHN (INGANEER) PLEASE REVIEW, HERE ARE MY COMMENTS (DAE)
-Why is there a stormwater pond at the top of a feature and riparian buffers, im ap cting 15' of
intermittent channel? In addition, S&EC/Penrose called the perennial call 10' below stream origin,
that would put part of this pond in the perennial area. This pond (#2) riser Pape drains directly into a
perrenial feature?!?
-What exactly is the stormwater plan, there are no numbers to calculate % of impervious and there
isn't a summary of the ponds and what they do (I found 4 ponds).
-It doesn't look like we have received approval for the mitigation, we need that before we issue.
cc: Regional Office
Central Office Page Number 1

Soil & Environmental
11010 Raven Ridge Road • Raleigh, North Carolina 27614
www.SandEC.com
tf ,F1?`tt1 r
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US Army Corps of Engineers
?ttn: Ms. Jennifer Burdette
6508 Falls of the Neuse Road
Suite 120
` Raleigh, NC 27615
V

Consultants, PA
Phone: [phone] • Fax: [phone]
m aAeZ
(?L January 29, 2004
S&EC Project #7472.W0
NCDENR-DWQ
Attn: Mr. John Dorney
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604
WETLANDS 1401 GROUP
RE: Request for Nationwide Permit 39 and Buffer Compliance
\? L1 Miramonte Subdivision JAN 2 9 2004
Apex, North Carolina
WATER .
c?uAl,ITY . ? ,
n Dear Ms. Burdette and Mr. Dorney:
On behalf of Stone Hedge Carolinas (property owner), we hereby request authorization
from the US Army Corps of Engineers (USACE) to use Nationwide Permit 39 for
proposed permanent impacts to a stream channel and jurisdictional wetlands resulting
from the construction of a residential community. In addition, we request written
concurrence from the North Carolina Division of Water Quality that the project complies
with the Neuse Buffer Rules and the General Certification #3402. A Pre-construction
Notification Application (PCN) is attached, which includes an agent authorization form.
0 (Z,
The + 80-acre subject property is located on the east side of NC Highway 55
approximately a half-mile north of its intersection with Sunset Lake Road. Please refer
j to the attached portion of the USGS map (Figure 1) for the project's location on the
?J Apex, NC topographic quadrangle.
t,
S&EC completed a detailed wetland delineation and Neuse River Buffer evaluation on
the property on November 25, 2002. Ms Andrea Wade of the USACE issued a
notification of jurisdictional determination on June 2, 2003 (AID 200320638). Ms.
0 Deborah Edwards of the NC-DWQ made a site visit and confirmed the buffers on
November 20, 2002 (NRRRO 03-035). Mr. Dave Penrose of the NC-DWQ also visited
the site to make a perennial stream determination on February 10, 2003. Mr. Penrose
determined that the stream becomes perennial at point approximately 15 feet downstream
of the point in which it becomes buffered.
Charlotte Office: Greensboro Office: Hickory Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive 622 Coon Mountain Lane
Concord, NC 28025 Greensboro, NC 27455 Taylorsville, NC 28681
Phone: [phone] Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
January 29, 2004
S&EC Project #7472.W0
Page 2 of 2
The subdivision's proposed impacts consist of 245 linear feet of perennial channel, 15
feet of intermittent channel, and 0.017 acres of wetland impact resulting from the
proposed construction of the residential subdivision. Impacts are due primarily to the
main thoroughfare road, Straywhite Avenue, which is on the Town of Apex's
thoroughfare plan. A small wetland area (n fl acre) and intermittent stream channel (15
LF) will be imna-+-a' )ond located at the top of the drainage.
The connect NC Highway 55 with the future
Reu vas conducted on the property in an
effoi
cticable. Given the two fixed points of
inter ?h s were limited. A large wetland exists
down ng it less of a feasible option to shift
the rc if the proposed thoroughfare road is
currei ?. ° extended through to the south of the
propo; J use of headwalls. In addition, the
a
applic. Practice devices for water treatment
and to floodplain of Middle Creek has A VC
been a-N ?, ?., szl ? to Middle Creek.
Current. F \ -
for the p a
determin
v
because \ .. .
road cros, . 3
payment 1
Please call
further exp
Sincerely,
Sean Clark
Environmental Scientist
DWQ require stream mitigation
-,quest for a preliminary acceptance
al stream channel impacts. Also,
.s exceed 1/3 acre for the single
ne/Hedge Carolinas proposes
tave any questions or require any
Attachments:
Pre-construction (PCN) notification form
Agent Authorization Form
Site Location Map-USGS (Figure 1)
Site Location Map - Soil Survey (Figure 2)
Proposed Wetland Impact Maps (1 large sheet and 1 on 11 x 17)
Inset maps (2 sheets)
$475 Check (or copy) to DWQ for Water Quality Cert. Processing Fee
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Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to is project, piease enter ivot Appitcame- or iv tv-.)
1. Processing
2
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
Nationwide, Regional or General Permit Number(s) Requested: 39
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Stone Hedge Carolinas
Mailing Address: Attn: Paul Murphy
4000 Westchase Blvd, #500
Raleigh, NC 27607
Telephone Number: 919-839-5900 Fax Number:
E-mail Address:
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: Sean Clark
Company Affiliation: Soil & Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Sclark(a SandEC.com
Page I of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Miramonte Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 07500116447
4. Location
County: Wake Nearest Town: Apex
Subdivision name (include phase/lot number): Straywhite Avenue
Directions to site (include road numbers, landmarks, etc.): The property is located on the
east side of NC Highway 55 approximately a half-mile north of its intersection with Sunset
Lake Road.
5. Site coordinates, if available (UTM or Lat/Long): 35°41'27.48" N / 78°49'54.50" 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): +/- 80
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Middle Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
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 is currently wooded. The property to the south is
under construction and will be residential. Land use in the vicinity of the project is primarily
residential or wooded.
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: The
project consists of a residential community and its associated utilities (roads, sewer, etc) and
the construction of a public secondary road that will connect NC Highway 55 with Reunion
Creek Parkway (currently under construction). Heavy equipment associated with land
clearing and construction will be utilized.
11. Explain the purpose of the proposed work: The purpose of the project is to provide
additional housing for the area. StraMhite Avenue is part of the Town of Apex
Thoroughfare Plan and will serve as an alternate route from the intersection of Hwy 55 and
Reunion Creek Parkway.
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.
S&EC completed a detailed wetland delineation and Neuse River Buffer evaluation on the
property that the proposed road will transect on November 25, 2002. Ms Andrea Wade of the
USACE issued a notification of jurisdictional determination on June 2, 2003 (AID 200320638).
Ms Deborah Edwards of the NC-DWQ made a site visit and confirmed the buffers on November
20, 2002 (NRRRO 03-035) Mr. Dave Penrose of the NC-DWQ also visited the site to make a
perennial stream determination on February 10, 2003. Mr. Penrose determined that the stream
becomes perennial at point 10 feet downstream of the point in which it becomes buffered.
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.
A greenway trail has been proposed to go through the property on the north side of Middle
Creek however, a specific corridor has not yet been approved and will be based on the existence
of wetlands and streams in the area.
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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
Page 3 of 9
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
245 linear feet of perennial channel 15 feet of intermittent channel and 0.017 acres of
wetland impact resulting from the proposed construction of the residential subdivision
Impacts are due primarily to the main thoroughfare road Straywhite Avenue which is on the
Town of Apex's thoroughfare plan. A small wetland area (0.014 acre) and intermittent
stream channel (15 LF) will be impacted by a proposed stormwater pond
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on map) (acres) (yes/no) (linear feet)
Impact # 1 Permanent/fill 0.003 no +/- 150' Headwater seep
Impact # 2 Excavation/flooding 0.014 no 0 Headwater seep
List each impact separately and identity temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: +/- 0.5 acre
(area east of Middle Creek not evaluated)
Total area of wetland impact proposed: 0.017 acre
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)

Impact # 2 Permanent/
15
UT to Middle Creek
2-3'
Intermittent
excavation
Impact #3 Permanent/
fill 245 UT to Middle Creek 3-4' Perennial
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 260 linear feet (15 LF of
intermittent stream channel and 245LF of perennial stream channel)

Page 4 of 9
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)
NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VI. 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 primary function of Straywhite Avenue is to connect NC Highway 55 with the future
Reunion Creek Parkway. A detailed delineation was conducted on the property in an effort to
avoid impacts to the maximum extent practicable. Given the two fixed points of intersection,
variations of potential road alignments were limited. A large wetland exists downstream of the
proposed crossing thereby making it less of a feasible option to shift the road in this vicinity.
The property to the south of the proposed thoroughfare road is currently under construction so
that a road cannot be extended through to the south of the proposed corridor. The applicant also
proposes the use of headwalls In addition the applicant will utilize Stormwater Best
Management Practice devices for water treatment and to achieve diffuse flow through the
buffers The floodplain of Middle Creek has been avoided as has the lower portion of the
tributary to Middle Creek
Page 5 of 9
VII. 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.
USAGE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, 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 NCWRP 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.
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.
The applicant understands that stream mitigation will be required On January 23, 2004,
S&EC, on behalf of the applicant submitted a request for preliminga acceptance
determination to the NC-EEP. Payment to the NCEEP is the preferred method of meeting
the mitigation requirements associated with the perennial stream impacts and the riparian
buffer impacts.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Page 6 of 9
Amount of stream mitigation requested (linear feet): 490 linear feet (2:1)
Amount of buffer mitigation requested (square feet): 40,400 ft2 = ((10,811 x 3) + (5 311 x 1.5))
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
VIII. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
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 ?
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 ?
IX. 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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
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 7 of 9
Stormwater Pond (Impact 2)
Zone* Impact
feet
square )
Multiplier
Required
Mitigation
1 3,390 3 NA
2 3,354 1.5 NA
Total 6,744 NA
Straywhite Avenue Crossing (Impact 3)

Zone* Im act

square feet)
Multiplier
Required
Mitigation
1 10,811 3 32,433
2 5,311 1.5 7966.5
Total 16,122 40,400
Alpharette Trail (Impact 4)
Zone* Impact
square feet) Multiplier Required
Mitigation
1. 2,013 3 NA
2 3,009 1.5 NA
Total 5,022 NA
zone i extenas out su teet perpendicular trom near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
If buffer mitigation is required the applicant proposed payment to the NC-EEP
X. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
Stormwater ponds have been placed throughout the proposed site plan (see impact map)
XI. 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.
Sanitary Sewer
Page 8 of 9
XII. 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
XIII. 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 _-
January 29, 2004
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
01/21/03 17:59 FAX [phone] ELAN TODD d'AMBROSI ?J002
01/21/03 16:48 FAX 919, 899 5901 ADVANTIS 1Q1002
770 6491700
jatn72l --03 of :44P VANTAGE
us?tJ.tib 1a-vv r,a? asp u,v a«•v
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Soil & En virontue- to Cc?>?t sulta tsi, 8?'A
1 IOlo Rac+ca WA1ltoad - T4M*4N-nb Caroling 37614 - YboDa C.
,,"SWAM-Cwt
,AGENT AUTHORIZATION FORM _
0.
Name:
Addzed3:

Phone:
Fraject Name//Te6Cd?t10=
Dace, Z AI
/
The Departaw tt of the Army
Us. army corps of Tsiglneen, Wilmisl9ton ')'5aic#
P.O. Box 2890
Wilmington, NC 284D2
Attn: a
Pield Office:
Rg: Wetlands Rafted Cron-sul t S swd PeZb*dttg
3'o Whom It May COACe m
I, the current VXMg M,0vnter, horeby designate and autbaKw Sail 5t BrIMMr'nien1a1 C0MU1t=t5, PA to
acL fn my behaU as my agent in Ow ptoceasbn$ of permit applicationo" to JE[L6' A3kL u.p,on rn ?uu!?
su mental [ztfaimatian in aupparY of applications, etc. from this day fom,.brd. IN&:M day a
.gple
??n?tfor this
This r.otlficeam sup= edea wV praviom cenesponderce corwen*% the af. PYaject.
NOTICE: This =*b6r17Ad0A,1QX UAWRY amd pfaC501anaa coumay seastrps, Is valid only for
govenurient oEtiAllis to emw the ? g the eta ompanted by S&EC slt:df- You should call S&EC
to arrasige a site meeting prior
Print Pro Ces N a=g
crw Mr, jotm ley
N(:DZNR - DW+Q
2321 Crabtree Boulevard
C 2'7604
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Soil 8c FatiVi.tr:mrxtetltal C wultants, PA
IOUZ* a*ak lorMA-5c
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711) IIW n Road
38 t7 B ? BYO Zy yton•+il?., NC 220
CouR• suite C CinfancDav, NC 27455 ?o..? (82sJ 639-5420
55-(, -JA y
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pt... (704) 7=-940.4 Sq S Faz: (623) 4as.S82o
Fex: (700 720.4406
SOIL & ENVIRONMENTAL CONSULTANTS, PA 016427
NC Division of Water Quality Check Number: 16427
Date: 01/29/04 Check Furst: $475.00
Tran # Invoice Type Date Reference Balance Discount Pay Amount
1899 012904 Invoice 01/29/04 Permit Fee 7472WO $0.00 $0.00 $475.00
SOIL & ENVIRONMENTAL CONSULTANTS, PA FIRST-CITIZENS BANK
7
6 4
0
11010 RAVEN RIDGE ROAD AND TRUST COMPANY ,
?
NC 27614
RALEIGH Raleigh, NC 27609 642
, 66-30/531
[phone] FAX: [phone]
CHECK NO.
Exactly Four hundred seventy-five and no / 100 Dollars DATE - AMOUNT
01/29/04 $475.00
PAY NC Division of Water Quality
TO THE
ORDER
OF 2321 Crabtree Blvd.

Raleigh NC 27604

?.
NP

118016427110 1:053 L00 300':086 L 248649n,
Project M Scale:
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Project Date: Soil & Environmental Consultants, PA
Mgr.: KCM 11/11/02 MCD Homes Site 11010 Raven Ridge Rd.- Raleigh, NC 27614
Elam Todd d'Ambrosi [phone] - [phone]
Holly Springs, Wake County,
NC Web Page: www.SandEC.com
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0033564
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11525 PARK WOODS
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7/25/2003
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Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
US Army Corps of Engineers
Attn: Ms. Jennifer Burdette
6508 Falls of the Neuse Road
Suite 120
Raleigh, NC 27615
January 29, 2004
S&EC Project #7472.W0
NCDENR-DWQ
Attn: Mr. John Dorney
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604
RE: Request for Nationwide Permit 39 and Buffer Compliance WE11ANDS 1401 GR011
Miramonte Subdivision
Apex, North Carolina JAN 2 9 2004
Dear Ms. Burdette and Mr. Dorney: 41E?J
On behalf of Stone Hedge Carolinas (property owner), we hereby request authorization
from the US Army Corps of Engineers (USACE) to use Nationwide Permit 39 for
proposed permanent impacts to a stream channel and jurisdictional wetlands resulting
from the construction of a residential community. In addition, we request written
concurrence from the North Carolina Division of Water Quality that the project complies
with the Neuse Buffer Rules and the General Certification #3402. A Pre-construction
Notification Application (PCN) is attached, which includes an agent authorization form.
The + 80-acre subject property is located on the east side of NC Highway 55
approximately a half-mile north of its intersection with Sunset Lake Road. Please refer
to the attached portion of the USGS map (Figure 1) for the project's location on the
Apex, NC topographic quadrangle.
S&EC completed a detailed wetland delineation and Neuse River Buffer evaluation on
the property on November 25, 2002. Ms Andrea Wade of the USACE issued a
notification of jurisdictional determination on June 2, 2003 (AID 200320638). Ms.
Deborah Edwards of the NC-DWQ made a site visit and confirmed the buffers on
November 20, 2002 (NRRRO 03-035). Mr. Dave Penrose of the NC-DWQ also visited
the site to make a perennial stream determination on February 10, 2003. Mr. Penrose
determined that the stream becomes perennial at point approximately 15 feet downstream
of the point in which it becomes buffered.
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Hickory Office:
622 Coon Mountain Lane
Taylorsville, NC 28681
Phone: [phone]
Fax: [phone]
January 29, 2004
S&EC Project #7472.W0
Page 2 of 2
The subdivision's proposed impacts consist of 245 linear feet of perennial channel, 15
feet of intermittent channel, and 0.017 acres of wetland impact resulting from the
proposed construction of the residential subdivision. Impacts are due primarily to the
main thoroughfare road, Straywhite Avenue, which is on the Town of Apex's
thoroughfare plan. A small wetland area (0.014 acre) and intermittent stream channel (15
LF) will be impacted by a proposed stormwater pond located at the top of the drainage.
The primary function of Straywhite Avenue is to connect NC Highway 55 with the future
Reunion Creek Parkway. A detailed delineation was conducted on the property in an
effort to avoid impacts to the maximum extent practicable. Given the two fixed points of
intersection, variations of potential road alignments were limited. A large wetland exists
downstream of the proposed crossing thereby making it less of a feasible option to shift
the road in this vicinity. The property to the south of the proposed thoroughfare road is
currently under construction so that a road cannot be extended through to the south of the
proposed corridor. The applicant also proposes the use of headwalls. In addition, the
applicant will utilize Stormwater Best Management Practice devices for water treatment
and to achieve diffuse flow through the buffers. The floodplain of Middle Creek has
been avoided, as has the lower portion of the tributary to Middle Creek.
Currently the policies of both the USACE and the NC-DWQ require stream mitigation
for the proposed stream impacts. S&EC submitted a request for a preliminary acceptance
determination to the NC-EEP for the proposed perennial stream channel impacts. Also,
because proposed impacts to the Neuse Riparian Buffers exceed 1/3 acre for the single
road crossing buffer mitigation should be required. Stone Hedge Carolinas proposes
payment to the NC-EEP as mitigation for these impacts.
Please call or email me at SClark(a,SandEC.com if you have any questions or require any
further explanation.
Sincerely,
Sean Clark
Environmental Scientist
Attachments:
Pre-construction (PCN) notification form
Agent Authorization Form
Site Location Map-USGS (Figure 1)
Site Location Map - Soil Survey (Figure 2)
Proposed Wetland Impact Maps (1 large sheet and I on 11 x 17)
Inset maps (2 sheets)
$475 Check (or copy) to DWQ for Water Quality Cert. Processing Fee
777
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Project
02.7472 Scale:
V=2OW
Fi
1

Project
Mgr.: KCM
Date:
IV11102 gure
- USGS Quad
MCD Homes Site
'
Elam Todd d
Ambrosi
Holly Springs, Wake County,
NC
APEX, N. C.
35078-F7-TF-024
PHOTOINSPECTED 1988
1974
PHOTOREVISED 1987
DMA 5255 111 NE-SERIES V842
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.-Raleigh, NC 27614
[phone] ¦ [phone]
Web Page: www.SandEC.com
0
Project #: Scale:
02-7472 1 =1320'
Project Date:
Mgr.: KCM 11111102
Figure 2 - Soil Survey
MCD Homes Site
Elam Todd d'Ambrosi
Holly Springs, Wake County,
NC
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd,• Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
LEGEND:
• • ee WATERS OF THE U .s. SUBJECT TO THE NEUSE RIVER/APEX SO R BUFFERS [i.e., intermittent
streams; must be confirmed by the USACE and DWQj
• = WATERS OF THE U .S. SUBJECT TO THE NEUSE RIVER/APEX 100 ft, BUFFERS. [Le., perennial
streams; must be confirmed by the USACE and DWQ)
I ® = S&EC FLAG DENOTING THE STARTING POINT OF THE NEUSE BUFFERS [must be
confirmed by the USACE and DWQj
= BOUNDARY OF EVALUATED AREA
c I +
fGN1pN PA K -. ?s..\ 1 H 1
of !y Zt
QP S rf ? ?<.
•II
- EV A?Vh
i
?ffK
i
j Soil i Snviroamsntal Consultants, PA
11010 Raven Ridge Road, Raleigh, North Carolina 27614 "- -- /
Phone: [phone] Fax: [phone]
Project: MDC Homes 8it9/8&EC M02-7472
Date: November 11 002 -
PseSmiaary Buffer Approxlmatioa
Suitable for Preliminary Planning Only
S&EC reserves the right to modify this map based an more Uldwork,
surveyed delineations and any other additional information.
Approximations were mapped using topographic maps and groprid trutiting. /
If these areas are to be used, they must be approved and
permitted by the NC Division of Water Quality. .
Maps and dotobases ore public informulion supplied
by various goverment agencies. The author and/or Ma pVU E
seller of the sofiware program ore in no way
responsible or liable for the information depicted
hrsin. Mauirles concerning the data should be 0 277 554 830 1107 10.43
Nov n• 2002
directed to the appropriate government agency. Scale In feet
I
Triage Check List
l - 36 - 64 Project Name: M" ID
Date.
DWQ#:
County: 11J'?
To: ? ARO Mike Parker ?- WaRO Tom Steffens
? FRO Ken Averitte ? WiRO Noelle Lutheran
? MRO Alan Johnson ? WSRO Daryl Lamb
RRO Steve Mitchell
{? . Telephone : (919) 7 3 3 - /'7Yf_
From. ?
The file attached is being forwarded to-your for your evaluation.
Please call if you need ashstance.
LJ Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
( MinimiMtion/avoidance issues
0 Buffer Rule, Tar-Pamlico, Catawba, Randleman)
? Pond fill
, ? ggation Ratios
Ditching
? . Are the stream and or wetland mitigation sites available and viable?
Check drawings for accuracy,
the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:

]a A/e, I
,Jet _:- COc,' ?o
S Cpl-- I I t z
-If
fm

4 COA. &e-,

I )
Biological Reconnaissance Form # _1-, A
BIOLOGICAL RECONNAISANCE FORM
PerenniaUIntermittent Point
Send to Dave Penrose
401/Wetlands Unit, Division of Water Quality
1650 Mail Services Center
Raleigh, North Carolina 27699-1621
e-mail [e-mail], FAX [phone]
a) Location MCD Homes
Stream Name: UT Middle Creek Receiving Waterbody: Middle Creek
Location/Road: NC 55 County: Wake Date: 2/13/03 Regional Office: RRO
Basin: NEU Subbasin: 030403 Latitude/Longitude: 354126/784937
Ecoregion: Triassic Rosgen Class: T Ohser? ers: DP/Laura USGS Quad Sheet: Apex
Basin Gridc]
Notes (attach photograph or drawing on the hack of this foi ui): .>r
Site was approximately 201f below the RRO ca) I
K-i Lam. ?,
b) Habitat
Primary' Adjacent Land Use: 20 year old forest, Rifitdari_one-Characteristics: forest, headwaters in'appartment
-mostly conifers c ?rk?p`lek vith storrawater runoff.
Stream Width: Flow Conditimis: nvnir»I Stream Order: first
approximately 1 foot
Stream Permanence Characteristics, Rating (it relevant): thAtteam had a bed and bank with small gravel substrate.
Some alluvial deposits.
't
c) Biology
enthic Macroinvertebrate Taxa: Fauna very :,parse at all locaons. Some Aphipuds/Isopods, the I/P point was called at a
lace where I collected a small crayfish and a cjragctnt7i>. ;?1ote tno,t ctearcut call.
Amphipoda: ? Isopoda: ? Decapoda: ? Chironouiid<ie: ? Oligochaeta: ? Mollusca: ?
Ephemeroptera: ? Plecoptera: ? Trichoptera: ? Coleoptera: ? Other Diptera: ?
Fish and Salamander Taxa: None
Other Observations (i.e. Presence of Iron Oxidizing Bacteria): None

Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
US Army Corps of Engineers
Attn: Ms. Jennifer Burdette
6508 Falls of the Neuse Road
Suite 120
Raleigh, NC 27615
January 29, 2004
S&EC Project #7472.W0
NCDENR-DWQ
Attn: Mr. John Dorney
2321 Crabtree Blvd
Parkview Building
Raleigh, NC 27604
RE: Request for Nationwide Permit 39 and Buffer Compliance ??ANDS 1401 GROUP
Miramonte Subdivision
Apex, North Carolina JAN 2 9 2004
11Y ol
I`
Dear Ms. Burdette and Mr. Dorney: YVWER QUAL
On behalf of Stone Hedge Carolinas (property owner), we hereby request authorization
from the US Army Corps of Engineers (USACE) to use Nationwide Permit 39 for
proposed permanent impacts to a stream channel and jurisdictional wetlands resulting
from the construction of a residential community. In addition, we request written
concurrence from the North Carolina Division of Water Quality that the project complies
with the Neuse Buffer Rules and the General Certification #3402. A Pre-construction
Notification Application (PCN) is attached, which includes an agent authorization form.
The + 80-acre subject property is located on the east side of NC Highway 55
approximately a half-mile north of its intersection with Sunset Lake Road. Please refer
to the attached portion of the USGS map (Figure 1) for the project's location on the
Apex, NC topographic quadrangle.
S&EC completed a detailed wetland delineation and Neuse River Buffer evaluation on
the property on November 25, 2002. Ms Andrea Wade of the USACE issued a
notification of jurisdictional determination on June 2, 2003 (AID 200320638). Ms.
Deborah Edwards of the NC-DWQ made a site visit and confirmed the buffers on
November 20, 2002 (NRRRO 03-035). Mr. Dave Penrose of the NC-DWQ also visited
the site to make a perennial stream determination on February 10, 2003. Mr. Penrose
determined that the stream becomes perennial at point approximately 15 feet downstream
of the point in which it becomes buffered.
Charlotte Office:
236 LePhillip Court, Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Hickory Office:
622 Coon Mountain Lane
Taylorsville, NC 28681
Phone: [phone]
Fax: [phone]
January 29, 2004
S&EC Project #7472.W0
Page 2 of 2
The subdivision's proposed impacts consist of 245 linear feet of perennial channel, 15
feet of intermittent channel, and 0.017 acres of wetland impact resulting from the
proposed construction of the residential subdivision. Impacts are due primarily to the
main thoroughfare road, Straywhite Avenue, which is on the Town of Apex's
thoroughfare plan. A small wetland area (0.014 acre) and intermittent stream channel (15
LF) will be impacted by a proposed stormwater pond located at the top of the drainage.
The primary function of Straywhite Avenue is to connect NC Highway 55 with the future
Reunion Creek Parkway. A detailed delineation was conducted on the property in an
effort to avoid impacts to the maximum extent practicable. Given the two fixed points of
intersection, variations of potential road alignments were limited. A large wetland exists
downstream of the proposed crossing thereby making it less of a feasible option to shift
the road in this vicinity. The property to the south of the proposed thoroughfare road is
currently under construction so that a road cannot be extended through to the south of the
proposed corridor. The applicant also proposes the use of headwalls. In addition, the
applicant will utilize Stormwater Best Management Practice devices for water treatment
and to achieve diffuse flow through the buffers. The floodplain of Middle Creek has
been avoided, as has the lower portion of the tributary to Middle Creek.
Currently the policies of both the USACE and the NC-DWQ require stream mitigation
for the proposed stream impacts. S&EC submitted a request for a preliminary acceptance
determination to the NC-EEP for the proposed perennial stream channel impacts. Also,
because proposed impacts to the Neuse Riparian Buffers exceed 1/3 acre for the single
road crossing buffer mitigation should be required. Stone Hedge Carolinas proposes
payment to the NC-EEP as mitigation for these impacts.
Please call or email me at SClark(a,SandEC.com if you have any questions or require any
further explanation.
Sincerely,
Sean Clark
Environmental Scientist
Attachments:
Pre-construction (PCN) notification form
Agent Authorization Form
Site Location Map-USGS (Figure 1)
Site Location Map - Soil Survey (Figure 2)
Proposed Wetland Impact Maps (1 large sheet and 1 on 11 x 17)
Inset maps (2 sheets)
$475 Check (or copy) to DWQ for Water Quality Cert. Processing Fee
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 39
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 Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), complete
section VIII and check here:
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Stone Hedge Carolinas
Mailing Address: Attn: Paul Murphy
4000 Westchase Blvd #500
Raleigh, NC 27607
Telephone Number: 919-839-5900 Fax Number:
E-mail Address:
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: Sean Clark
Company Affiliation: Soil & Environmental Consultants PA
Mailing Address: 11010 Raven Ridge Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: Sclark(ar,SandEC.com
Page 1 of 9
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Miramonte Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 07500 1 1 6447
4. Location
County: Wake Nearest Town: Apex
Subdivision name (include phase/lot number):_ Straywhite Avenue
Directions to site (include road numbers, landmarks, etc.): The property is located on the
east side of NC Highway 55 approximately a half-mile north of its intersection with Sunset
Lake Road.
5. Site coordinates, if available (UTM or Lat/Long): 35°41'27.48" N / 78049'54.50" 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): +/- 80 acres
7. Nearest body of water (stream/river/sound/ocean/lake): UT to Middle Creek
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
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 is currently wooded. The property to the south is
under construction and will be residential. Land use in the vicinity of the project is primarily
residential or wooded.
Page 2 of 9
10. Describe the overall project in detail, including the type of equipment to be used: The
project consists of a residential community and its associated utilities (roads, sewer, etc) and
the construction of a public secondary road that will connect NC Highway 55 with Reunion
Creek Parkway (currently under construction). Heavy equipment associated with land
clearing and construction will be utilized.
11. Explain the purpose of the proposed work: The purpose of the project is to provide
additional housing for the area. Straywhite Avenue is part of the Town of Apex
Thoroughfare Plan and will serve as an alternate route from the intersection of Hwy 55 and
Reunion Creek Parkway.
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.
S&EC completed a detailed wetland delineation and Neuse River Buffer evaluation on the
property that the proposed road will transect on November 25, 2002. Ms Andrea Wade of the
USACE issued a notification of jurisdictional determination on June 2, 2003 (AID 200320638).
Ms. Deborah Edwards of the NC-DWQ made a site visit and confirmed the buffers on November
20, 2002 (NRRRO 03-035). Mr. Dave Penrose of the NC-DWQ also visited the site to make a
perennial stream determination on February 10, 2003. Mr. Penrose determined that the stream
becomes perennial at point 10 feet downstream of the point in which it becomes buffered.
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.
A greenway trail has been proposed to go through the property on the north side of Middle
Creek however, a specific corridor has not vet been approved and will be based on the existence
of wetlands and streams in the area.
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must 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
Page 3 of 9
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
245 linear feet of perennial channel 15 feet of intermittent channel and 0.017 acres of
wetland impact resulting from the proposed construction of the residential subdivision.
Impacts are due primarily to the main thoroughfare road Straywhite Avenue which is on the
Town of Apex's thoroughfare plan. A small wetland area (0.014 acre) and intermittent
stream channel (15 LF) will be impacted by a proposed stormwater pond
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland***
(indicate on map) (acres) (yes/no) (linear feet)
Impact # 1 Permanent/fill 0.003 no +/- 150' Headwater seep
Impact # 2 Excavation/flooding 0.014 no 0 Headwater seep
USE eavi, impact separately and identity temporary impacts. 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.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at htip://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: +/- 0.5 acre
(area east of Middle Creek not evaluated)
Total area of wetland impact proposed: 0.017 acre
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on map) (linear feet) Before Impact (please specify)
Impact # 2 Permanent/ excavation 15 UT to Middle Creek 2-3' Intermittent
Impact #3
* Pe fill ent/ 245 UT to Middle Creek 3-4' Perennial
List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, 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.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mal)quest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 260 linear feet (15 LF of
intermittent stream channel and 245LF of perennial stream channel)
Page 4 of 9
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact Area of Name of Waterbody Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)

NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
VI. 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 primary function of Straywhite Avenue is to connect NC Highway 55 with the future
Reunion Creek Parkway. A detailed delineation was conducted on the property in an effort to
avoid impacts to the maximum extent practicable. Given the two fixed points of intersection,
variations of potential road alignments were limited A large wetland exists downstream of the
proposed crossing thereby making it less of a feasible option to shift the road in this vicinity.
The property to the south of the proposed thoroughfare road is currently under construction so
that a road cannot be extended through to the south of the proposed corridor. The applicant also
proposes the use of headwalls. In addition the applicant will utilize Stormwater Best
Management Practice devices for water treatment and to achieve diffuse flow through the
buffers The floodplain of Middle Creek has been avoided as has the lower portion of the
tributary to Middle Creek.
Page 5 of 9
VII. 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 March 9, 2000, 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 NCWRP 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/stnngide.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.
The applicant understands that stream mitigation will be required On January 23, 2004,
S&EC on behalf of the applicant submitted a request for preliminary acceptance
determination to the NC-EEP. Payment to the NCEEP is the preferred method of meeting
the mitigation requirements associated with the perennial stream impacts and the riparian
buffer impacts.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Page 6 of 9
Amount of stream mitigation requested (linear feet): 490 linear feet (2:1)
Amount of buffer mitigation requested (square feet): 40,400 ft2 = ((10,811 x 3) + (5,311 x 1.5))
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
VIII. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes ? No
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 ?
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 ?
IX. 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.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
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 7 of 9
Stormwater Pond (Impact 2)
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 3,390 3 NA
2 3,354 1.5 NA
Total 6,744 NA
Straywhite Avenue Crossing (Impact 3)
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 10,811 3 32,433
2 5,311 1.5 7966.5
Total 16,122 40,400
Alpharette Trail (Impact 4)
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 2,013 3 NA
2 3,009 1.5 NA
Total 5,022 NA
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
If buffer mitigation is required the applicant proposed payment to the NC EEP
X. Stormwater (required by DWQ)
Describe impervious acreage (both 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.
Stormwater ponds have been placed throughout the proposed site plan (see impact map)
XI. 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.
Sanitary Sewer
Page 8 of 9
XII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
XIII. 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
January 29, 2004
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 9 of 9
01/21/03 17:59 FAX [phone] ELAN TODD d'AMBROSI
01/21/03 16:46 FAX [phone] ADVANTIS
T -„ 770 s491700
J2?Yt-21 -03 01,44p VAN-'AGM PROPERTY ..,..,.....,AW.......
u/?aJ.U, 1J-?o rian v7 w u,v A* v

Project Nam-/DeS(:dptiox+:
Date: ?al
The DppartaW t of the Army
US. Anny C.crps of Bngmeexs. Wllxnis*tM
P.O. Box 2890
W31ujington, NC 28402
Field Office:
Re: Wetlands Related Corisulftng and PeMkdng
To vlThorn It May canon:
, the current rSY o WittT, hereby dei?at- --d Mut?iarize Sail its l nvsroukz cal Coneultax+ts, PA eo
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act in my behalf as my ant in tha proaew6n9of permit appl+c*t'dM to furnish upon rs uest
51.1merttal { formation in oupport of applications, etc. from rhis dny fof"'Ard, The day of
i
t? A
Thin r?odtfketiozc superatdes any ptev4o+ss cvtxeapon8ex?ce ?s:&t?r, 1,>aal'or • thb PTojeCt.
NanCB: Thla as ?arY Atior?.fox lksboity rand pfofessional c,%?Sy reastrAs, is valid ordy for
stt:•ff£. YOU should W1 SB?EC
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SOIL & ENVIRONMENTAL CONSULTANTS, PA 016427
NC Division of Water Quality Check Number: 16427
Date: 01/29/04 check Amt: $475.00
Tran # Invoice Type Date Reference Balance Discount Pay Amount
1899 012904 Invoice 01/29/04 Permit Fee 7472WO $0.00 $0.00 $475.00
SOIL & ENVIRONMENTAL CONSULTANTS, PA FIRST-CITIZENS BANK
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11010 RAVEN RIDGE ROAD AND TRUST COMPANY ?
NC 27614
RALEIGH Raleigh, NC 27609 642
, 66-30/531
[phone] FAX: [phone]
CHECK NO.
Exactly Four hundred seventy-five` and no / 100 Dollars DATE AMOUNT
01/29/04 $475.00
PAY NC Division of Water Quality
TO THE 2321 Crabtree Blvd.
ORDER
OF Raleigh NC 27604
NP
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2: Article om, ^ 7002 2410 0003 0275 4292
!Transfer from service labeQ , f s ( i
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UNITED STATES PQSTAL SERVICE First-Class Mail
Postage & Fees Paid
USPS
Permit No. G-10
• Sender: Please.Ont your name, address, and ZIP+4 in this box
NC DENR Division of Water Quality
Wetlands/401 Certification Unit
2321 Crabtree Boulevard, Suite 250
1 Raleigh, NC 27604
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NC Division of Water Quality `
Tran # Invoice Type Date Reference
1899 012904 Invoice 01/29/04 Permit Fee 7472WO

Date:
01/29/04
Balance
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I ~ I LIMITS I I ~ / ~ ~ + I ~ ~ - UNDER SEPARATE COV~R~ 108 + ~ ~,I I V ~ 'BD-- - I _ . ~ I ~ AT LATER DATE \ + ~ - 79 / / ~ ~ ' ----rte-- , o, , ~ ~ - ~ ~ ~ , - i 'J~----F-+~~ T- 1$,R 43 ~ DIS I!~k U I I ' ~OP~ AXIS 1
,i / - Y~ I 1 Y A ~ A T ~ -BEARING ~ ' 7Q' - _ _ I' i + 9~ T `v A i uMlts ~ ~ - ~ ' a G ~ ~ ~ _ 'PEI r~
w ~ + / % ~ Q ~ ~ I ~ I v ~`I, \ I, ~ CLEARING 69 ~ ~j / / / ~ 7`R YP q•I,B / i ~ ~ FpR ~I ~ `I I I S3 ~ 1
IPF a m~ \ \ I ~ 81 6 w - ~ _ ~ / i ~ 1 7 - i o \ I ~ 6 ~ ~ - ; ~ I ~ 1 1 F FLOODWAY j ~ ~ I ~ ~ ~ B~'42' 2. E
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ii Co' \ N~ ~ 92 ~ ~ ~ ~ I ~ i'68 I ~ ~ Ii~h~ /.I o ~ v v i ~ / - 'r - \ _ i - \ ZI ~ / I / 5 ~ os s xF J ~ ~ ~ ~ I I I ~ ~ i / ~ 9 r~ I I aL~ ~ \'~loe rR FLDDD I j ~ 1 i / 1 _r IVA (gPTH ~ I j • Efk /
v i• ~ w C 13 P ~ I ~ -mw 8 Z/ Y- ~ - ~ 1 ~t I I .8 a w .i~i ~ \ I + I -pm v ~ ~G~ 82-- ~ ~ I' 7-' - ~ i I r
~ !~K ~l ~ 105 , Qha~, - - v ` I ~ ~I ,~~,m. h7 / 'I-----~ ~ ADDITIONAL R-O.W. AND R7AD ~I ~ ~ , I . 1D3 Y ~ Ry I _ ! ~ 1 ~ _ r _ . a k ~ I ~~m' X24' ~ p~ W ~ ~ W / f _ ! I gl~ERl 1 / ~ ~ ~ ~m ~ ~ ~ ~ ~ ~ ~ ~ 601 MIN. 1 t j ~ ~ / '
¢ 96 ~ f ~ _ _ pry ~ _ I I IMPROVEMENTS PFR SUBMITTED \ a _Yl T ' IAN DIVIDED rv J~ ~ \ ~ I 93 a' - _ ~ " 2 ~ y ` N IE I ? <m~ - T-LA. (4-LANE MED ~ _ _ U /STGRAGE AND TAPERS W/ TURN LANES) IPF _ ~ ~ A ~ 3 ° - 7 - ''mw IMPACT 4 - ROA ~ W _ . l ~ a Jai: ERMITTEp17 ~ i ~ / / Xii i IMPACT 4 -ROAD ti^"~ '~1 ~ ~ ~ - ~ / ~ ' / f ~ ~ ~ ~DUNU 1
O 86 I A . I W "TL' (AtPHAREiiE 1Ri TYPE E BUFFER FUTURE k 3 I I I i ~ 11' % 1 ~ B FFER . (AEPHARFTTE mAIL) 1 ~ ~ ~ ~ ~ ~ ; / / ' ~ - / ~ - i~ _ I 6_FFE _ I I CP ~ - _ OE 8 - - I LONE 1=9053 ;O.fT. ' Q ~c % ~ a -10~ ~_~'a l ,
- i~ 30 TE%TURED a I I ~ ~ ,.U i ~ 1 InNf 1=9051 j ` 30'AceESS ( _ , ~ ~ \ t o5 ! - - \ Q : 7 ` I, « a mm (.cw AD.) i ~ ~I 11 ~ EASEMENT (fxm ~ PAVEMENT I ~~104 \ ~ 6 / / _ / = 70NF 7- 3009 inNE `~~~~noa'~sQ.Fr. Q y C_ r / _ ~ ,.i ~ DF 6?
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r _ - 5 85.-' i I t ~ Ir I T NSI I ~ ` GV + CI 6 CIyB 1 Cly9 I 15 ~ I / I ,IMPA.,T . 0 D I' ? -ROAD 1 T ~ y ~ ~ . ~ _ YHIiC A'dNUE) - / ~ ~ ~ ~~i' ~ ~ ~ I I
~ - i ? R ~ \ y2~A CP 84 ~ I ~ SIRAYWHITC A'dNUE) _ LRENNIAL CHANNEL ~I ~ ~ I I i - 24 RCP ~ ay^1 CIy23 I / ~ / Iii ~ ~ ~ - I a'R P a V ~-•CI 22 V - - a~ / j IMPACT=245 LIN. FT. I ~ \ I °RCP 8 ~ ' ~ ~ 34 ~ ~ I BiiFFERS: AL CHANNEL ~ ~ Y( - , ~i45 LIN. FT. %'I ,1 ~ /~G-~-^~-, - - - ~1 i / I ~ i / ~ ' - 5 ~ I
I - _ _ y / ~ / / ~ - T. I ~ ~ A P I CI 33 ~ i % 1 / ~ ZCNJE 1-10,811 SU.F ~t ~ j J ,7l _ A _ A R P y C 36 i X65 (.2^B AC.) =50811 SOFT. ~ ~ ~ - i ~ ').1.' - ' ~ _ _ ~ I t R(;R ~ i i^8 Ac'' ''1 % 500 YR. FLOpI~ \ / ~ ~ ~ iI ~ ~ lases sF
_ A i i l i~l-..~ ~ II n~ - ~ - G 32 ~ ~ / ~ ~ ZONE 2= `_311 SUAT. I' . L c-- - - ` ~ '1-,! _ \ ` / C 35 i.1'L'L AC.j _ `_311 ~S9AT. ~ ~ ~ ~ ' (SEE NOTY 2) ~ ~ - ~ ~ ~1~ j~ 3.717 n~ 2'L AC.j ~ / ~ SILTS i ~ ~ ~ ~ . .J~ ~ (OUTLET PROTECTION i i I ! Jl\ F,ENCING ~ - J/, ~ ~ 9'xt6'x5e"d cLASS 'B'
t. a`- - ~ ~y2 _~~~~¢1~~~~ -n / - A. --_r=-= _ 5. P i - 6L LOT DEPEMp~NT' ti - ' n. _ ~ i"~ ^ RIP-RAP PAD LOT DEPE,N~T' ~ ~ 1 i ~ ~ ~ I rl-¢Ql9 YERryIT ~ _ 1 v 1 I \ ~ / ~ ~ , ~ ~
' y ~ N , ; I I I , ` s^ STR - ~--r~- / / RCP & NC,OEH R v ~ _ _ i~~,ir- FESyt 11 _ Aa R ITE AVENUE - ~ i f ; I _ 1 t RIVE ER 1 ~i / O 1~`.7 NOTE.
- ~ ~ --/'/.ig ~-RISER 7 1 ~ ~ ~ 31'B-B -T" _ / % -T'= ~ IMPACT 2 -POND it _ ~ 1 POND 1 > WS EL 4.5 I T ~ R fiUC TREE7 ~I i r~?~~QL ~ . ~ ` N ~ _ I ~ \ ~ WE?T AND ?MPACT- - ~3 BC I I I SIG `I ap CP lc` L,,r.- -1 I ~ I 3 I _ _ , , - i ,x 3 ~ - f~-_.~, so. - / H SIDE OM ~ ~ VARIABLE WIDTH ~ R - ~ ~ ~ t G I ~ 70P OF B I~,\ \ I~ \5 ~ / _ j ~~t~TAJNING'~W LL \ .~R.pD~n r" ~ BUFFER HAS TO
I ~ ~ ~ ~ / ~ ? - ~ / i _ 4.~.I. 4 I 1 \ - :.614 ACEES a ~I. ( ~ _ - j - ~ .~..L. 15 I CLEARING i ~ / ~ ~ ~ INTERMIT. CHANNEL -u n I I _ I - ~~_----j"y~ ~ s I 7 I ` uMITS / ~ c ,E~K ~ IMPAC.T_15 I IPL fT. / W~ HdN{~R [ j ~ ~ / ~ ~ ~ - 1~~~ j1\~ 1 ~ BE MDNUMENiED I y ~ 1~ ~ i ~ ~ ~ ~ / i / / ~ %i 7. l l ~'1~ IIN ACCORDANCE W/ I ~ 1
I I L- ---E3--------- _ / - _ I f.~ .I ~~I S, I 9 I y' ~ ~ iY ~ AL EiE ~ .ice BUFFERS: 37 + 85i3 - 2ONE 5=3350 $U.FT. I W IP _ - , - _ _ ~ I , - 10 / 11 1 I ~ ~ ~ - {.u7a ac.l -~5 , `vim ~ 47.'" ~ '46 ~ l/'lh ~TGWN OF APEX I ~JW3 ~ i ~ ~ Iw ODE REQUIREMENTS j i l / 9BC,yi "i l
i I 58 CJ°" - 12 1 ~ - E - I r _ _ ,-y? II i T / ~ 13/ i I ZONE 2= 3354 S0.FT. / f. OUTLET PROTECYi(N}' - I µ ( I LLE RIN "XVDTy,: . ~ rI0 ~ I - / ~1 LIA~yT'S ~ E ~ - - i
10.5A21'xl8"d CLASS _ - 14r (~Q77 AI, 1 A~-~ ~1 ' ~ ~ ~ ---i-~ ~ f BW ' I I i i ~ 30' TYPE E BUFFER R1P-HAP PAD ~ 1 - ~ - ~ _ 1 ~ -i ~ 20'PERI - 1 / ~ I I TEMPURARY STONE I ~ ~ ~ ~ - TYPE 'A tlUfF 3 A ~ 't ~ KNIFE ~ ~ ~ , , 1 \y ~ ~ 50'R RFEt I~ O ~~/~(y/ ~ !j ~ ~ I ~I
i I ~ - \ _ 1 _ cONSTRUC110N ENTRANCE TEMPORAYiY RI ER BASIN yl / _ _ _ \ ~ \ U~ i. ~ N _ - ~ 5'24'52' W V~ \ ~ A ~ d A~'B i i / ` ~ 1b94.56 ' \ - _~-.TEMPORARY DIVERSION ALE \ + \ P RAP / L DRAINAGE AREA=19~ AC. - I. j i ~ ' ~ 11' I 1
i ~ DISTURBED AREA=5,0 AC/ ~ i I \ - _ - - It' I f ; REQUIRED STORAGE-9.D00 CF ~ - - A ~ ~ ~ t ~ - kzs tisW ' ~ a9 ~ - - ~ ~ ~ l 1111 I ~I~ 1 ~ h ~
I TEMP. RISER ELEV=392.0 TEMPO~tARY DIVERSION SWALE \ ~ t \ I ~ / A I I I ---T - - ~ ` t i '17 15%'= . 38y r Bllra7 ~ ~ r~~BYrW7 ~t ~ ~ ~ i 1 j ~ 1 :1 I ~ i - -_7 \1\111 j ~
i I ( I / ~ ~ ~ ~ IN AM L - VA - ~ _ 11 ~I~.~` \ lid
I - WETLAND ~ ~ - I ~ ~ I ~ ~f ~ V 0.157 AC ES ,WSE7 , - _.A ~ o A V ~~I~~1~1 - - ~ L - _ - , ~ 1111' 51.11' ! I
~ ~ / ~ 1 LINEAR TLAND , `t ~V O.U07 AC ES ~ i7V~391 ~ ~ N~ ~ 11~ 1,~1 11 ~ i i7V1o91 - ~ - - ~ 7
I, \ r--"---_.~_ 1 ' / ~ OFFSITE U AINAGE - AREA = 3 1 AC. ~ \ \ I 1 - - Are, ~z 11 Op. -i~_ _ _ _ A5 A \-1' _p 1 r NFO 4p
- i"~ ~ ~ ~ ! TEMPORAR RISER BASIN y2 ~ _ ~ '--~i___ ~ ~ I ~ ~ - t 1 1 i ~ - DRAINAGE REA=9.5 AC. I ~ - I / ~ ~ - ~ DISTURBED AREA=4.D AG / ~ / _ i ~ _ , ~ RX, 'V ''\IAV` ~ 1'~Sill r i 60F RryRR rtn°s~oµ sw'c yP~SJ~ 45 ~ , .~1 ~l 1 PR / ~ ~ ~ FAKLD~t - ~-Y_ ~ \ ~1,ti~ .111 A . ~ I I
I _ l ~ ~ r. _ ~ - REUUIRED TQRAGE-7,2D0 GF ~ / _ - ,r~ R \ cr - - :~w~•sN11 thl,l~ c AvRL ~ RIP-RAP B sN z ~ ~ 00: ~ 2 a8 F tae k~ II D WAGE AREA=2.5 AC.
- _ ,-i _I .I i ~ j TEMP. Rli ELEV=372.0 ,w.wa~ ~ ~QG: _ 1 ~ I , _ _ ~ ' i A A~ V~V1~,~h, DI~TURBED AREA-1.5 AC. / ~ - - - V ~ ~V1~a1A,.~A,.~1~1 REQUIRED 870RACE=x,500 ~ ~
~ / - W TLANDS DISTURBANCE a 1 I I BE PERMITTED BY N / ~ T C - - ~ ~ / SACE NCDHNER DWQ 1 ~ ~ ~ ~ec~ a ~ ~ V 'I~11' n so'><a'd=5.ooo cr ~ ~ I ~ ~ \ 1 ~ ~ _ ~ 15RFP \ ~ ~\\~~Lltll ~ ~ I i ~ - 1 ` A j \ 5 ~ ~5 111[111 \
- \ I I / \ / -y / f /j \ ! ~ / - ~ a ~ a c EARINC - .~\r,a 1 ' .1 ~ T~~t` ~ 49 ~ LIMITS 5VI ~1~~1 j
~ \ ~ I ( j 3 ~ / _ ~~Rlv v ~ U9 v ~ / ' ~ ~.1~!t1t11111'1l,; 1 I 3/ CLEABWC' " v s ~ ~ -43 '\'1~~5.~~~(~ i
I ; r ~ I ~ ~ ~ , ~ I r 1 ITS V ~ ~ V P~ \ ,~1~~\1 ~ i ~ r ~ 30 1~, cA v a5 ' ~ ' \C~'l PERENNIAL j ~ ~
1 ~sI - ~ , A~~aV ~v CHANN i / I i 1 ~ i V ' ~ / _ J 'i S~~~Y~ a ~
I _ v / ~--r--- ~ ~ ~ I ~ I ~ I I`t 1 t5'." _ _ _ ~~~~j A
~ / i ~ 29 ~ ~t I n 1 , ~ ~ ~ I I /24 / % i i 1A ~
1 / I ~ I \ v ~ A / ..~f~ , ~ / ~ ~ F ~ ~ ~ i ~ ~ t A ~ 115. ~ ~~~~~~~A~X11 ~ ~
_ _ ~ ~ ~ ~ ~ I I 1 , 1~ . _ ~ ~ j 11A~5~~~~ I ~l j ~ 3~i ~y 1 ~V~ ~ . / G~ ~ ~ I RA~{ BASIN E'3
I I - ~ ~ ~ \ \ 'y`-y ~l j i ~ FnIiND I ~ CLEARIN -,A j ~ 11 1 ~ V ~ _ , p 2A AC. 1 j 1 \j I LIMITS ~ ~ 1 1 1 ~T . `1 ~1 - IJ(Z E ~ 0.~ AC.
v A ~ A ~ ~ 25 A r.~ __i \ ~ f i _ 1 ~ ~ ~ ~ 1` 1 1 ~ ~ IflE TO = 500 Cf
~ ~ ~ ~ ~ \ / / ~ I v ~ ~ ! y jl ~v - ii I _ M ~ ~ ~ 33 S. 1 1 1 ~~4n ~ g, ~E / I~ 1
~ \ i , 100 iR. F1000 ~ aos~ ! } 1 V 1 . ~V Base-Rlvt ~ ~ ~ ~ ~ ~ / ~ 1 1 ~ V A V Y. ~ \ ~ ~ ~ ~ (SEE NOTE 2)
\ % \ ~ \ / / ~ e \ _ I ~ c - s I
I i A ~ Y \/V/~ Nin E V E - a05 A ` ~ ~V~ C ~ j f _ V ~ ~A _ COMMON 403 ~ 34' ~ 1 1 ~ - ' 7 ~ ' A~~GRAV',;l'r~RIP ~AP BASIN ~4
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1 ~ \ aDa \ +~5 ` roT ` - 1 ` ` ` >2~:aa' zs a cF r` ~
4D3 ~ ~ - 403 j _ z N I NEON ~
I I / \403 f , ~~403 _ - ~ JS ~ ~ I ~B ~ 1 Rr~R ~ i ' ~ s - _ ` ~ ~ f ~ 1 I 1 , A • \ 11.111 ~ ~ ; .i I BuFPe 1. ~ r ~ 1 ~ 1 Iw.._ R
• i / ~ ~ \ ~ / 401 4Gt 6 1 1 I I 1 11 o~~ 1 _ 1 401 I _ 39B' ~ 1 ~ 11 ,I II ,
l~,am ~ ~ - 4 ~ ~ ~ 1 ~ ~ 11~1~! ~ AR ~ LE w~DTH 111 I ~ I 5 ~Ot-,IBB ~ I w9 I 3 ~ ~ / dd i ~ UFFEk HAS i0 1` I
399 (1~ 399 / 36r~+ ~c[ucslmNli c ~ j~ E ONUMENTED FLOODWAY U 40~ I ~ rtxmxro e m I5 I j ' I, (SEE NOTE 1) t _ _ _._I C 1 % /C 3 MAGI I ACCORDANCE w _~yANNEI ~ I CI ~ MAII KIOSK ~ M R ,39 ~ I ~ r/ ' l (I ~ OF APEX 'i5r~ 1 I
- ~ ~ I _ _ _ ~ j~ A \ I , / ~ _ _ _y - - _ N }75 j ~P ~ ~ ~ i ~ ,ryp,D REQUIREMENT \ ~ I - - - I ~ CI F( `f~" ~ 1 _ 3 Q I / p81 / ~ R T TION I
° \ ;R7 G - y--~ / ~ _ f ,1 6 1 j, O OUTLE P EC l ~ ~ ' a! _ ~ 1 ~ 6'Kt2'x 8'd CLASS 'B'
i \ i 1 ~ / ~ I 399 399 ~-~--5{~REI~IFJNT "'n,-T,r~-_,~ n / ~ / ~ ~ ~ A~ ~ / ~ ~ ~ jj O7 RIP-R P TOP OF BANR -+~,~--"TOP OF BANK ~ ~ ~ J6 55"RCP ~---t - - ~ / .1 ~ TEM ORA RISER BASIN #3 11 j
I i i ~ \ 'C - \ \ i\ j I I% ~ 399 i I I I ~ ~-°v ? % 399 ~ - ~ 24~RCP T % / / % - ,I1~ ~ DRA AGE REA=5.5 AC. ~ _ ~ 1 ~ I I ~ 1 DIS REED A EA=5.0 AC. P I -
I I \ / 397 I rc . 397 SAiu.SEW.ES T. ! i CI- ~ 15 REQ (RED RT EL GE 393000 CF ~ I 1 a ? J / ~ / ~ ,y54' S ~ ~ _ 1 111\ EM . R E jl ~ i 6 ~ ~ / ~ 11 ,1A~~ ~ _
I I ~ i~~.c,``~ 357 ~ ~ _ ! ~ i 397 ~ I 399 399 ~ ~ h ~I ~ ~ ~ i 11~1~~ C' S j Rf:A S`5 ~ RETAIN( wall ~
I I I ` I I I \ \ 397 CI I I 39Y 3y7 397 395 395 395 3q3 I 3~1 ~j I ~ ~ KEYST E) ~ ~ ~ i 397 I 393 I f j 1 5I v 1 ~ °'y1~ ` - 1 i cI I / 1 A, - w3t:~ . - ~ I
\ t I i N~ I \ \ \ ~ t, ~ 870 I ; I \ \ e 70 391 ~ I j D 1`~~' _ i -7
\ \ ~ I I I 20'PERI i ~ I Y\ `j I I 1 1 - N MEtER Yf I ~ ~I IPF -$5'51' 20'PERIMEtER lvE • / / 1 ~ ~ 4 -yam _ _ N~.51, A' BUF ER j ~>.-SI ~ 389 i ° i- O RCP ~ ~ ~ -V~.~. O ` w 29~.A5 ' ~ / ~ h ~ , } S TLE PROTECTION , yn~ i .~i '.D ~ -'`~'VA~ X19 8' 8'd7 CLASS 'B' k'4
\ ~ 1 J I { ,3'99 _ _ 2„ i ~Fi 391 - a ~ ~ _ ~ ~'P7P P PA4 GRAVEL & RIP-RAP BASW 5 m
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389 © / ~ ~ _ j ' ' a- TEMPORARY ~JItlERblL1~5WAL r ~ I ~ ~ t ~ ~ % TEMPDRARr RisER BASirTya~ ~ ~ 'IMPACT 7 \ ~ ~ _ 38T-~ . a TSy. - - P - ~ ~ - - - - - DRAINAGE AAEA=25 AC. ~ {
I 'I I ~ , I ~ - ~ I 387 ~Iw Lii4EAR 'bE (LAN -wFR ~ 2-~= ~-.c" ~ ~ ~ ~ 0.003 ACY'ES _ f3M, ~ Qw~2 `~T" ~ DISTURBED AREA=22 AC. ~I ,7 I
I I ~ ~ ~ I ~ `387 ~ ~ ` J ~ ~ , \ TW 370,0 \ REDWRED S70RAGE=4,000 CF I ~ - 1 367 ~2 ~ I ~ . R ~ BW= 68.$ \ TEMP. RISER ELE'J-364.0 1 ~ ii _ w 'I~ _ - _ 383 ~ ~ I
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/ ~ a-' X385 ~ 387 ~ ~ ~ ~ ~ OUTLET PRUT rTiDN , j o ~ ~ 38, l bb I i ~ I
I I I A' ! - ~ I j I I ~ ~ t. i , ; r \ ~ Z i_ j '6 a \ J I ~ 379 (6~ j ~ I 6'=12'KI B"d CL SS '8' 385 i ~ 387 ,4,, V I ~ RIP-RAP PAD I ; ~ ~ 1 T 0 1 `Y \ ~ 381 / % ~ I I----- ~ O~~
I I \ \ I ~ TIFF _ I - I i M NT 37~ _ YR. FLOOD G~ ' 1 11'~II 100 1 ' w j .397 ~ _ ; ~ ,`89 V ~36t , ~ , ~ j (sEE NOTE zl ~ ~ ~ I
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~i ~ ~ I I ~~.'Rfp-V A ~ ~ C A 1 - - I p ~ ~~1~, ~ FFJbM THE OOD PLAIN IN 1HI5 j 6 r 1 t j I I Q79 I 51P1 Il?E l T A i EA Ou i51 E OF THE BUFFER i c~ C MON REC.( SPACE ~ ~ ~ ' \ °I l 387 ~ 9 /R ~
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j ~ j. ~ ~ 7 1 ~ ~ I ~ ~ / ~ ~s 1 •1 , I ~ ICI ~ j GRAVEL RIP--RAP BASIN p6 j / I I' I ~ _
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~ \ \ \ PAO RiY LINE I I V cnaN e[~ ~ / ~ ~ I 387 3~9 389 ~ 391 391 391 ~ ~ ~ ~ 1 Y0~ ~ N~ Pao Ptt u~ 8r o a I 1 387 389 ( J8 387 ~ 1 1 j 1 1 ~l t 1 1 i ~ 'Ili ~ ! 385 I 3 1 ~ ~ I 7 I I 7 PERENNIAL
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I I ~ l A `V i % i / I 399 W 3 ''CQ I ~ ! ~ / ,y87 -'f ~ ~ ~ 6 i I ~ ~ p OUTLE PR TECTION 'y . 1 ~j ~ ~ I
I I I ~ ~ A ' / 399 7"'-'S~tOR ~ ~ I _ ~ - 6'xt2'x 8°d CLASS 'B' it I i EMONF-kWy__~ a_ ~ / / ~ ~ " V~ l/ / IL O RIP-R P j-~-JB- 15 RCP _ _ - f' ~ ~l TOP OF BANE ---~{~---"TOP OF BANK
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I I I v v/ i I ' t I I ~ _ `v `V 'v •v v / / /~v 397 \ ` v I I ~ ~ I `~V\~~ ~ DIST RBED AEA=SA AC. ~1 ! L I 397 ~ ~ ~ SAN. W. i 0- REO IRED ST 6E=9,000 CF \ ~ ~ 7. d 6 ~ ~ ~ SE ES T. q54 ' S ~ ~ ~ llAi1 ~ TEM kISER EL =373.0 '
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I i i _ ~ ~ _ - 389 a ~ _ ~ _ _ ANNE 91STUR9ED AREA=0.8 aC- - i C REOUIREU STORAGE=1,8C0 CF \I i
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