20070933 Ver 1_401 Application_20070507

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~p o7- og33
Mitchell Environmental, P.A.
Transmittal ~ ~ I~_, ~ ~ ~~ ~ p
Date: Phone Number:
OS-31-2007 733-9502
To:
Ms. Lia Myott
DWQ - 401 Oversight /Express Review Permitting Unit
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Transmitted By:
®Hand Delivery
From:
Scott Mitchell
^Standard Mail
^FedEX
^Other
Re:
Rose Hall Subdivision, Phase 2 - Ex ress Review PCN A lication
Attachments:
Copies Date Description
1 OS-30-2007 Check for Express Review Fee (Check #2150: $3, 000)
5 OS-30-2007 PCN Application w/ Express Review Attachments
Comments:
Lia,
Attached is the express review PCN application for Rose Hall Subdivision, Phase 2.
Please do not hesitate to call me with any questions or concerns or if you need any
additional information to process this application. Thanks.
Q~~~on~p
MAY 3 1 2007
DENR • WATER QUALITY
WEIIAND9 MID STCXtMWATER BRANCH
PO Box 341 Fuquay-Varina, North Carolina 27526
Office:919-557-4682 Fax: [phone] Mobile:[phone]

Mitchell Environmental, P.A.
Pre-Construction Notification Application
with DWQ Express Addendum
for
Rose Hall Subdivision -Phase II
WAKE COUNTY, NORTH CAROLINA
Submitted to:
US Army Corps of Engineers
6508 Falls of Neuse Road, Suite 120
Raleigh, NC 27615
and
NC Division of Water Quality
401 Oversight/Express Review Permitting Unit
2321 Crabtree Blvd., Suite 250
Raleigh, NC 27604
Prepared for:
Honeycutt Estates, LLC
318 West Millbrook Road
Raleigh, NC 27609
Prepared by:
Scott Mitchell, PE, LSS
Mitchell Environmental, P.A.
DATE: May 28, 2007
PROJECT NO.: 2805
D ~~~~~~
D
MAY $ 1 Ze07
-K°nA~MLd~wn~~~t
PO Box 341 Fuquay-Varina, North Carolina 27526
Office: 919-557-4682 Fax: [phone] Mobile:[phone]

~ Mitchell Environmental, P.A.
Mav ~x, X007
i~1r. Jamie Shern Mrs_ l.ia Mvott and Mrs, (:vnthia Van Der41,'iele, Phh
l'S ,-1n~i~~ Corps oi~F.ngineers 'vCDWQ- =1OI O~~ersi~ht~F.xpress Revir~ti~ Prrmittin~ l'nit
6~Ofi Tali, of Neese Road ? 1 Crabtree Blvd.
Suite IZO Suite'_~O
Raieia~h, N(` '761 i Kalei~_h. NC 276i)q
Re. Rost Hall Subdivision (Phase 11) - i'CN Application fur proposed roadway crossing
Raleigh, North Carolina (Wake County- Neese River Basin)
Mr Shcrn, ;t1rs. 1;1yott. and Mrs. Van DcrV1'iclc:
AUached is a completed Pre-Construction Notification Application fix Rose Hall Suhdivisiun~ I'hasr II located
in Ralei~~h, NC {!4'cxke ('n-~ntr~l- This .uhdivision will create eight single-family home sites on the ! 1.-1 acre
properi}~. the proposed impact is one road crossing i-ver a perennial stream located on site. .As illustrated on
the attached plans, this impart is unavoidable but will be minimized by constructing the road perpendicularly to
the stream. •
Each lot in proposed subdivision will have individual septic systems for disposal of wastewater. l~he total
pr.;po>ed imperviou, st;rfacc area fir this prapetTy is x.12 acres or ~7.~i°,o of the total I l .-1 acre site.
(hank you fbr your time spent reviewing this PCN Application. Please do not hesitate to call mr if_vou have
any questions, comments or concerns about this project or if you need any additional information to pruccsx the
appGcat~or.
Sincrrely - --
.~
Scott Mitchell Pt., LSS
attachments (tabs):
i a~~ent authorization letter
?. I;SGS Topographical Map
NRC~ Soils Survey Map
-t. D~l`(1 Concurrence letter
5 Stream l~rossing Impact Map (I ~-101
6. Level Spreader V4`orksheets
7. Level Spreader Maintenance agmt
Binder pocket: Site Plan Map (I :601
•
t!)2 Eust .I; uclem~~ .tilrcre~I.St-it~ Il/S ]•uyuup-Gurirrl, a~orih t'ur~~lirr,~ _'i ?'(~
(>>ju•c: -/19-;'--1h~Y? h•ur -/l9-i~'_a(83 ,tfohile 419-(64-il'9

E ~ G7- C`133
•
Office Use Only: Form Version March OS
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/.A; ~~ ~ h ~ Z
r t', I Y
I. Processing
R~.~:;~IVED
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
^ Section 10 Permit ^ Isolated Wetland Permit from DWQ
^ 401 Water Quality Certification ® Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested
Nationwide Permit 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ^
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ^
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
• Environmental Concern (see the top of page 2 for further details), check here: ^
II. Applicant Information 0 ~~ ~ a V 1.5 O
1. Owner/Applicant Information MAY 3 1 2007
Name: Honeycutt Estates, LCC.
Mailing Address: 318 West Millbrook Road _,?~N~;~~,~ ~~,wa
Raleigh, NC 27609
Telephone Number: 919-270-2100 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: Scott Mitchell
Company Affiliation: Mitchell Environmental, PA
Mailing Address: P.O. Box 341
Fuquay Varina, North Carolina 27526
• Telephone Number: 919-557-4682 Fax Number: 919-557-4683
E-mail Address: bsmenvironmental~a~,earthlink.net
Page 5 of 12

• 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: Rose Hall Phase II
2. T.LP. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1709850152 & 1709840749
4. Location
• County: Wake Nearest Town: Raleigh
Subdivision name (include phase/lot number): Rose Hall
Directions to site (include road numbers/names, landmarks, etc.): Take I-440 to Six Forks
Road. Head north on Six Forks Road and turn right onto Durant Road. Take Durant Road to
Brasfield Road and turn left. Follow Brasfield Road until Honeycutt Road and turn left.
Rose Hall is located on the left after the school.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 35.9328 °N 78.6338 °W
6. Property size (acres): 11.4 acres
7. Name of nearest receiving body of water: Cedar Creek; 27-18-(1), WS-IV; NSW
8. River Basin: Neuse River Basin (NEU01)
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:/Ih2o.enr.state.nc.us!admin/maps/.)
•
Page 6 of 12

• 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 primarily forested with vegetation of var~g
10. Describe the overall project in detail, including the type of equipment to be used: A portion
of the property will be developed for residential homes. Several types of equipment will be
used such as trackhoes, backhoes, pans, and dumptrucks.
11. Explain the purpose of the proposed work: The purpose of developing this property is to
construct a residential subdivision.
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. Neuse buffer determination confirmed by DWQ concurrence meeting
with Michael Horan on Nov. 4, 2005 (see DWQ concurrence letter attached
~~
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
The owner has no future plans.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: There is one proposed impact,
• a road crossing over a stream located on site.
Page7of12

• 2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list im acts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
None

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: 1 Acre
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
• plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multiply length X width, then divide by 43,560.
Stream Impact
Number
indicate on ma
Stream Name
Type of Impact Perennial or
Intermittent? Average
Stream Width
Before Im act Impact
Length
linear feet Area of
Impact
acres
1 UT to Cedar Creek Road Crossing perennial S' 148 0.0170

Total Stream Impact (by length and acreage) 148 0.0170
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
•
Open Water Impact

Site Number
(indicate on map)
Name of Waterbody
(if applicable)

Type of Impact Type of Waterbody

(lake, pond, estuary, sound, bay,
ocean, etc.) Area of

Impact
(acres)
None

Total Open Water Impact (acres)
Page 8 of 12

• 6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.0170
Wetland Impact (acres): 0
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.0170
Total Stream Impact (linear feet): 148
7. Isolated Waters
Do any isolated waters exist on the property? ^ Yes ®No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ^ uplands ^ stream ^ wetlands
Describe the method of construction (e.g., dam embankment, excavation, installation of
• draw-down valve or spillway, etc.): No pond creation planned
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts.
As illustrated on the attached mans. access to this portion of the nronertv requires crossine a
portion of the stream. The impact would be minimized by constructing the road perpendicularly
to the stream.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
• freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12

• USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
httpa/h?o.eur.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.
None
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h?o.ent•.state.r~c.ush~~rp/indeY.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): None
Amount of buffer mitigation requested (square feet): None
Amount of Riparian wetland mitigation requested (acres): None
Amount ofNon-riparian wetland mitigation requested (acres): None
Amount of Coastal wetland mitigation requested (acres): None
IX. Environmental Documentation (required by DWQ)
C]
Page 10 of 12

• 1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ^ No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ^ No ^
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ^ No ^
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ^
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Miti ation
1 7299 3 (2 for Catawba) None
2 3248 1.5 None
Total 10,547 None
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additiona120 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration /Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. No buffer mitigation is required.

XI. Stormwater (required by DWQ)
Page 11 of 12

Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level.
In Rose Hall Phase II, approximately 8 home sites with average lot size of 46,931 square feet
will have total impervious area of 136,003 sgft (3.12 acres). The road will be constructed with a
20 foot~avement width with total impervious area of 0.513 acres. Added to a well lot of 0.25
acres, total impervious area will cover 3.12 acres or 27.4% of the property.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
Each lot in the proposed subdivision will have individual septic systems for the disposal of
wastewater.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ^ No
• Is this anafter-the-fact permit application? Yes ^ No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ^ No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us!ncwetlands. If no, please provide a short narrative description:
Additional, cumulative impacts resulting from this development are unlikely.
XV. Other Circumstances (Optional):
•
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
None ~~
Applicant/Agent's Signature ~ Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

•
NCDWQ -Addendum to PCN
•
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May 3D 07 o2:06p Capree Graczyk 919 844 9755
Mitchell Environmental, P.A.
• AGENT AUTHORIZATION FORM
ALL BLANKS TO BE FILT.ED IN BY CURREti'T LFu'~TDOWNER
Name: Honeycutt Estates LLC tc/o Rusty.,Ammons)
Address: 318 West Millbrook Road
Raleigh, North Carolina 27609
Phone: [phone] -- -_
Project Name/Description: Rose Ha115ubdivision
Date: May 28, 2007
The Department of the Army
US Army Corps of Engineers
Wilmington District
PO Box 1890
Wilmington, NC 28402-1890
Attn: James Shern
Field Office: Raleigh Re ulatorv
•
Re: Wetlands Related Consulting & Permitting
To Whom It iVlay Concern:
p.2
I, the current property owner, hereby designate and authorize Mitchell Environmental, P.A., to act on
my behalf as my agent in the processing of permit applications, to furnish upon request supplemental
information in support of applications, etc., from this day forward. This the ~_ day of
Thi/s-/notification supercedes any previous correspondence concerning the agent for this project.
~~5 j/GL~ ~-^
PRL'~iT Owner's Name ~ OPERT'Y"Owner's Signature
Cc: Ms. Cyndi Karoly
NCDENR -Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
PO Bor 34I
Oj~ce: 919-557-4682
•
MAY 30,2007 02:02P RLA DEV LLC
Fuquuy Varina, North Gargling 2726
Fax: 919-~57-4683 Mabile:919-669-029
919 844 9755
page 2

J.: ~, ~ STATE RECREATION AREA
~Cem •, ~
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' `.• •. '~ ; ~ I ~ , ` 247 500
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•
•
•
~; ~~ ATF Michael F Easley, Governor
~~~,,~:~^°`°`*° fT William G. Ross Jr., Secretary
\O r•- QG North Carolina Department of Environment and Natural Resources
rr ~~ ~~~~~ r Alan W Klimek, P.E. Director
> ! L~~~~r!V\./~'- -{ Colleen H. Sullins, Deputy Director
p ~ ~ -~ Division of Water Quality
- . m
"' 1Vovember 29, 2005
B. Scott Mitchell Consulting
~(~ f Maggie Run Lane
Fuquay-Varina, NC ?7526
Attn: Mr. Scott Mitchel(
BASlN:
Neese River X
Tar-Pamlico
NBRRO#OS-288
County: Wake
(1.5A NCAC 2B .0233) (1 SA NCAC 2B .0259)
Incident # Appeal Call
Complaint NOV Buffer Determination X
Project Name: Honeycutt Rd Property
Location%Directions: Parcel is located in the NW section of the intersection of Honeycutt Rd and Brasstield Rd
Subject Stream: UT to Cedar Creek
Date of Determination: 11/04/05
feature Start Buffer End Buffer Stream Appeal Located Located on
GPS Points (if Form Call on Soil I USGS
rovided) Survey Topographic
A Not Sub'ect X
B Sub'ect X
T/:is on-site determination shall expire true (S) years from the date of this letter. Landowners or uffectedparties
t/rut dispute u determination made by the DWQ or Delegated Local Authority that a surface water exists and t/trrt
it is subject to the buffer rule may request a determination by the Director. A request for a rleterminution by the
Director strut! be referred to the Director in writing c% Cyndi Karoly ,DWQ Wetlunds/40l Urrit, 2321 Cruhtree
Blvd, Raleigh, NC 27604-2260. Individuals [leaf dispute a determination by the DWQ or Delegated Local
.9 utlrority t/rut "~Yenrpts" u surface water from the buffer rule may ask for an url judicatory l:errring. You must
act witlrirr 60 dcrys of the dote that you receive this letter. Applicants are hereby notified that the 60-day statutory
appertl time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that t/:e applicant conduct this notification in order to be certain that drird
p~rrty appeals are made in a timely manner. To ask for a /tearing, send rt written petition, w/rich conforms to
C/ntpter !SOB of t/te Nort1: Caro/ina General Statutes to the Office of Administrative Hearings, 6714 Mrtil
Service Center, Ruleig/r, N.C 27699-6714. T/ris determination is frnal and binding unless you ask for a /rearing
witlrirr 6O days.
Raleigh Regional Office
Water Quality Section
1628 Mail Service Center
Raleigh, NC 27699-1628
~`~~1
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748

Honeycutt Rd Property
11 /29/2005
Page 2 of 2
The (owner/future owners) should notify the Division of Water Quality (inclcrding any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated •
above). This project may require a Section 404/401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Rnleigl: Regulatory Field Office) at (919)-876-8441.
Respectfully,
..r~~:,tia~l ~.
Michael Horan
Environmental Spec. I
CC: Byron. Brady, Wake County Environmental Services, P.O. Box 550, Raleigh, NC 27602
Monte Matthews, US Aimy Corps of Engineers, Raleigh Regulatory Office
Wetlands% Stormwater Branch, 2321 Crabtree Blvd, Suite 250, Raleigh, NC 27604
File Copy
Central Files
•
C]

t~ ~.g (oS

• N
/ - ~ ~;~~ /
~ , ~ ~~~ ,
i _ _ ~;~
* ~ _ -
MIN. F.F. ~ i / ~ I ~ '/ , ~ / ~
353.05 ~ i / ~~ ~ ~ // - / `~
20' DRAINAGE ~ _ ~ ~ I ! / / !~'
AND MAINTENANCE ~ I ~i'i-- i ~ ~ / , ~a
EASEMENT (TYP.) - I / ~ I i ~ / / y it ~
~ % 00 ~ ~ /~1S ~ HEADWALL i / . III ~ ~~
i ~ _ / ~ ~ it
~.
SPREADERL SEE ~, •'// ~~ iVi ~ ~"f ~ ~ - E'~Vi~ ~, 1 ~ I ,
DETAIL SHT. 2 ~ ~~' ~~~ i /~ ~ ~ E~J.~ ~~`~,f 1 ~ I SPR L~EVEERL
~:
i ~ i
_ _ ~--'
~ ~ i~~1 ~SPREADERL
52'/LEVEL i I / I ` t ~ ,~-r I! 1~ j
~ // ~~ ~ ~ ! ~ ~ !_ ! ~ ;PERPETUAL CONSERVATION
~ \ // j ~ //~ i 3 ~_ ~`/ - P ~ % 'EASEMENT DEDICATED TO
jam/ ~' / //I' I . ~ "~ ~ ~ ~ ~ ~ WAKE COUNTY
\~ ~ I /
\~/ ~ ~ i /
/ i ~ / / :~ i
20' DRAINAGE AND ~
MAINTENANCE EASEMENT ~
(~)
ZONE 1 IMPACT
_._.::; 7,299 SQ. FT.
ZONE 2 IMPACT
3,248 SQ. FT.
~~ CHANNEL IMPACT
IMPACT 148 L.F.
~ I I ROSE HALL SL'HDI475ION
NEL5E RlPARIY 2UFFER pl-jASE 2
t P.NPAC75-GIDENZALANE WAKECOUN7Y,NORTHCAROLWA
GRAPHIC SCALE
40 0 20 40 80
(IN FEET )
1 inch = 40 ft.
DIEHL & PHILLIPS, P.A.

DWQ Project No.
• DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I. PROJECT INFORMATION (please complete the following informati~nl~
Project Name : ~~ ~r~Qly Sv~'.~tUl~'c~:~J _ ~_ ~.
Contact Person: -J Phone Number: (~- ~) 4~ 7 RgZI~.
Level Spreader ID: L:.fr ~s -GAdG.nIZ~CI L~l:a/P; A~t~
Level Spreader Length ?.~, ft.
Drainage Area ~ 37 ac.
Impervious Area ~.~ '9- ac.
Forebay Area ~/ ~ cu ft.
Maximum Filter Strip/Buffer Slope $
grass
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(0.2% of the contributing impervious surface area)
(6% for forested, leaf littler cover, 8°k for thick ground cover
Max. Discharge from 1"/Hr Storm cfs
Max. Discharge to Level Spreader cfs
Filter Strip! Zone 2 Buffer Vegetation t'r~~' ~S~ (thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used (,)t~F~ ~ ~c~~t.~
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. Ifa
• requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Aoolicants Initials
c.. Project Site was visited prior to designing level spreader.
, /~-,~ Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
A~Lt[. Level spreader is at least 13 ft. per cfs for thick groundcover or grass or 65 ft per cfs in canopied forest with leaf
litterfor 50-foot buffer, 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
.e.lL~o Pre-Formed Scour Holes are on flat slopes only.
R/L[c. No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
Bypass conveyance method is specified and plan details and calculations are provided.
Alternative design option is specified and plan details and calculations are provided.
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
•

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DWQ Project No.
• DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I. PROJECT INFORMATION (please complete the following information):
Project Name : t ~ ~(~t,~ Sy2 ~~ r f ~.~
Contact Person: ,.~ !~ ~~ , P ~ Phone Number: ~~~ ) ¢>5 "~ 9 "7~
Level Spreader ID: ~ ~ ~+ - lJq,~ryZ,t L,,Q,a~ ~-~
Level Spreader Length sc~ ft,
Drainage Area ~~ ac.
Impervious Area ac.
Forebay Area N ~ cu ft.
Maximum Filter Strip/Buffer Slope ~_
grass
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(0.2% of the contributing impervious surface area)
(6% for forested, leaf littler cover, 8°~ for thick ground cover
Max. Discharge from 1 "Mr Storm cfs
Max. Discharge to Level Spreader cfs
Filter Strip/ Zone 2 Buffer Vegetation f-~~Er,- (thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used (~/;~ ; A tip f(,~,,~ (,~
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
• requirement has not been met, attach an explanation of why..At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project
Applicants Initials
~J t't.t~ Project Site was visited prior to designing level spreader.
/Ll.L. Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
AILsG- Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer, 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
Pre-Formed Scour Holes are on flat slopes only.
~v No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
Bypass conveyance method is specified and plan details and calculations are provided.
Alternative design option is specified and plan details and calculations are provided.
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
•

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DWQ Project No.
DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I. PROJECT INFORMATION (please complete the following information):
Project Name : ~E SrJ,~Ct
Contact Person: Phone Number: i~l~) ~'~ ,~j'j,~-.
Level Spreader ID: Lt~` 1~ Za L,,o Q ~-(~c
Level Spreader Length S`.L ft,
Drainage Area (~~ I~ ac.
Impervious Area l7. (L_ ac.
Forebay Area Nfi~_cu ft.
Maximum Filter Strip/Buffer Slope ,;gip %
grass
Max. Discharge from 1"/Hr Storm ()~~ cfs
Max. Discharge to Level Spreader ~~ ~ cfs
Filter Strip/ Zone 2 Buffer Vegetation ~c7~.,~i ~'
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(0.2% of the contributing impervious surtace area)
(6% for forested, leaf littler cover, 8°h for thick ground cover
(thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used £__/rcri~e97~ Sw+OI,~
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. if a
• requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specfications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially-delay final review and approval of the project
Applicants Initials
~L:Alc, Project Site was visited prior to designing level spreader.
~4lL-LL. Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
f~1~-~L Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer, 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
~~~~ Pre-Formed Scour Holes are on flat slopes only.
A/L+1. No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Aftemative (if any) and Bypass method used:
Bypass conveyance method is specified and plan details and calculations are provided.
Alternative design option is specified and plan details and calculations are provided.
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
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DWQ Project No.
• DIVISION OF WATER QUALITY • LEVEL SPREADER WORKSHEET (112007)
I. PROJECT INFORMATION lease complete the following information):
Project Name : .-' SCl , ^ /' ,
Contact Person: L Phone Number:
Level Spreader ID: ~U?' ~{- /~ ~ ~~~
Level Spreader Length ~,r _ ft,
Drainage Area (~. ! y ac.
Impervious Area O <hs ac.
Forebay Area N/~ cu ft.
Maximum Filter Strip/Buffer Slope ~p
grass
Max. Discharge from 1"/Hr Storm C~, 3 cfs
Max. Discharge to Level Spreader l~ ~ cfs
Filter Strip/ Zone 2 Buffer Vegetation ~ n n~
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(0.2% of the contributing impervious surface area)
(6% for forested, leaf littler cover, 8°k for thick ground cover
(thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used _(~~~~~ L~! L~~j S~•/,,Q t/~
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
• requirement has not been mef, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
A licants Initials
~ Project Site was visited prior to designing level spreader.
r4JI,Lt. Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
A1L.,I1, Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer, 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
eOlAr A _Pre-Formed Scour Holes are on flat slopes only.
_ ~.~qn,,/~.. No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Alternative (if any) and Bypass method used:
Bypass conveyance method is specified and plan details and calculations are provided.
Alternative design option is specified and plan details and calculations are provided.
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
•

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DWQ Project No.
• DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (112007)
I. PROJECT INFOR TION (please complete the following informati~nl:
Project Name : O C,.i. 3'Cl ~
Contact Person: ~ F Phone Number: ~ i9) ~ ~ 9y7L
Level SpreaderlD: c
Level Spreader Length j ~ ft.
Drainage Area 3 ac.
Impervious Area C7. ac.
Forebay Area ~ b t "1 cu ft
Maximum Filter Strip/Buffer Slope ,(~_
grass
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(0.2°~ of the contributing impervious surface area)
(6% for forested, leaf littler cover, 8°~ for thick ground cover
Max. Discharge from 1 "fHr Storm ~I. C cfs
Max. Discharge to Level Spreader ©, ~ cfs
Filter Strip/ Zone 2 Buffer Vegetation f'`pra..rs~' (thick ground cover or grass; canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Used ~l'.. y ~~7'~/oJE e(ye1 ;,~~~ /~ e~~,~~s
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
• requirement has not been met, aftach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
.~L Project Site was visited prior to designing level spreader.
^dL Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
v4 2~L Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer, 50 ft per cfs for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
~/ ~iA Pre-Formed Scour Holes are on flat slopes only.
RA_tL No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Altemative (if any) and Bypass method used:
Bypass conveyance method is specified and plan details and calculations are provided.
Altemative design option is specified and plan details and calculations are provided.
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
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DWQ Project No.
• DIVISION OF WATER QUALITY -LEVEL SPREADER WORKSHEET (1/2007)
I. PROJECT INFORMATION (please
Project Name
Contact Person: ~~,+,~ /[t
Level Spreader ID: ,Oy:-ce,~r-i~.
the following inform~'~^^`•
Level Spreader Length ~ ~ ft,
Drainage Area ~~_ ac.
Impervious Area (~.~f ac.
Forebay Area i33 S cu ft
Maximum Filter Strip/Buffer Slope ~_
grass
Max. Discharge from 1 "/Hr Storm 6: ~ cfs
Max. Discharge to Level Spreader n . i cfs
Filter Strip/ Zone 2 Buffer Vegetation ~n2F i;"
Pre-treatment or Bypass Method Used ~..r~ ~~-•-,.~~~~.r/
II. REQUIRED ITEMS CHECKLIST
Phone Number:
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(0.2% of the contributing impervious surface area)
(6% for forested, leaf littler cover, 8°~ for thick ground cover
(thick ground cover or grass; canopied forest with leaf litter
groundcover)

Initial in the space provided to indicate the fo{lowing design requirements have been met and supporting documentation is attached. !f a
• requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
addifiorial information and will substantially delay final review and approval of the project.
A licants Initials
Project Site was visited prior to designing level spreader.
~/ldt.r Date of the Site visit. PLEASE ATTACH TIME-DATED DIGITAL PHOTO OF EXISTING BUFFER CONDITIONS.
,/~/~1L Level spreader is at)east 13 ft. per cfs for thick ground cover or grass or 65 ft per cfs in canopied forest with leaf
litter for 50-foot buffer, 50 ft per cfs. for 100-foot buffer, or 40 ft. per cfs for 150-foot buffer.
Pre-Formed Scour Holes are on flat slopes onty.
_1Q~L/~ No structures are located in protected buffers (must meet no practical alternatives criteria).
Design Altemative (if any) and Bypass method used:
Bypass conveyance method is specified and plan details and calculations are provided.
Altemative design option is specified and plan details and calculations are provided.
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.

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LEVEL SPREADER SYSTEM OPERATION AND MAINTENANCE AGREEMENT (1/2007)
A level spreader system includes: a forebay, diverter box, level spreader, riparian buffer/vegetated filter strip,
~nd flow bypass channel.
Name of Project: Rose Hall subdivision
Address: ~enaa ~'~r~.a~e~, N~'
Maintenance activities shall be performed as follows:
MAINTENANCE ACTIVITY FREQUENCY
Post-construction monitoring-inspect for vegetation, Check after every heavy rainfall for first 6 months
settlin ,erosion, or concentrated flow. followin construction.
Inspect Diverter Box and clean and/or make repairs. Once a month and after heavy rainfalls/storms.
Look for:
• Clogged inlet or outlet pipes.
• Trash/debris in the box.
Inspect Forebay + Level Spreader. Clean and/or Once a month and after heavy rainfalls/storms.
make repairs. Look for:
• Sediment in forebay and along level spreader
lip;
• Trash and/or leaf buildup.
• Scour, undercutting of level spreader.
• Settlement of level spreader structure (no
longer level; you see silt downhill below level
spreader).
• Fallen trees on level spreader.
• #57 stone washin downhill.
Inspect the Riparian Buffer and the Bypass Swale Once a month and after heavy rainfalls/storms.
and make repairs as needed'. Look for:
• Damaged turf reinforcement or riprap rolling
downhill.
• Erosion within the buffer or swale.
• Concentrated flows downhill of level
s reader-look for ullies or sediment flows.
Mow grass to a 6" height. As needed during growing season.
Remove any weeds/shrubs growing on level spreader Once a year.
or in swale.

•
1 NOTE: Contact NC Division of Water Quality, 401/Wetlands Unit at 919-733-1786 BEFORE any work
in Protected Riparian Buffers.
Page 1 of 2

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i f Lot i 5 Cadenza Lane Street R/W & -nom
~ Lot al Cadenza I.aae Stxeet R/W ~ mot: _,_..
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r- ~~tretian Basin AcSOess Easeeant
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Dentian Basin _
n+.~~~ F,~d.~t
{ acknowledge and agree by my signature below that i am respgnsifale for the performance of the maintenance
prarxdures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system r~r responsible party.
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Tne lagat{y responsible party should not be a homeowrwers associapon un~s5 ~,~~~ ~~a~r SQ°~ of the
Pats have been sold and a resident of the aubdivisian has been Warned the presid®nt.
t t
(, ~ ~;~;~ ~i1'i~ ~-j. ,I~f~ -- . a t~iotary ~'ubnlic~ fior the Scats a` IVC_
County cf ~r.~t do hereby cert{fy that 1`~ ~Y2~~ t- ~~"r+ ~ S --
personally appeared before me this „~:~. day of ~ ~ Lti ,and acknowledge the due
execution of the torgaing wet jwetlandj detention basin maintenance requ'sremerds. VYMMess my hand and
afflcial sea{,
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