20061333 Ver 1_COMPLETE FILE_20060817

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
November 21, 2006
Mr. John Rose
Sunset Lake Partners, LLC
404 Settlecroft Lane
Holly Springs, NC 27540
Subject Property: Tuscany Subdivision
Ut to Middle Creek [030403, 27-43-15-(1), C, NSW]
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-1333
Wake County
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. Rose:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.256 acres of wetland (0.144 acres permanent wetland impacts, 0.112 acres
temporary wetland impacts), 40 linear feet of temporary stream impact (20 linear feet temporary perennial
stream impact, 20 linear feet temporary intermittent stream impact), and 2,461 square feet of Zone 1
protected Neuse River basin riparian buffer impacts, and 1,628 square feet of Zone 2 protected Neuse
River basin riparian buffer impacts to construct the proposed residential subdivision at the subject
property, as described within your application dated August 1, 2006, and received by the N.C. Division of
Water Quality (DWQ) on August 17, 2006, with additional information received on September 13, 2006,
September 14, 2006, and November 13, 2006. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Certification Number(s) 3374 and 3404 (GC3374 and
GC3404). The Certification(s) allows you to use Nationwide Permit(s) 12 and 14, respectively, 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 213 .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 or CAMA
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 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
401 Oversight/Express Review Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] /FAX [phone] / Internet: httg://h2o enr.state.nc us/ncvvetlands
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Noi` Carolina
Aawrally
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Sunset Lake Partners, LLC
Page 2 of 4
November 21, 2006
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 (Units) Plan Location or Reference
404/Wetland 0.256 [(acres) - 0.144 acres permanent
acres, 0.112 temporary acres PCN page 8 of 12
Stream 40 [(linear feet temporary) - 20 linear feet
perennial stream, 20 linear feet intermittent
stream PCN page 8 of 12
Buffer -Zone 1 2,461 (square ft. PCN page 1 I of 12
Buffer - Zone 2 1,628 (square ft.) I PCN page 11 of 12
2. 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 all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
3. 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.
4. 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.
5. Level Spreaders
Level spreaders should be located within public access areas, outside of individual back lots, for
ease of access for maintenance.
6. Stormwater Outlets
Stormwater outlets must be directed toward level spreaders.
N
sunset LaKe rarmers, LLU
Page 3 of 4
November 21, 2006
7. 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 33 and GC 3402.
8. Construction Stormwater Permit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR 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 http: //h2o. enr. state. nc. uslsulForms Documents. htm.
9. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified 1.:
as appropriate to suit to this project.
10. 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.
11. Onsite Imperviousness
Please note, your proposed imperviousness for the project is 28.45 percent. If a compliance
inspection reveals that you have exceeded the threshold of 30 percent imperviousness for the site,
you will need to retrofit a stormwater best management plan that would have to consist of a
constructed wetland, bioretention pond, or wet pond followed by level spreaders and a forested
filter strip.
12. 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.
Sunset Lake Partners, LLC
Page 4 of 4
November 21, 2006
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.
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 I SA NCAC 2B .0233. I you have
any questions, please telephone Cyndi Karoly or Ian McMillan at 919-733-1786. / I
AWK/ijm
Enclosures: " GC 3374 and GC3404
Certificate of Completion
Sinc r y,
Alan W. Klimek, P.E.
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Carlton Hunt, Stewart-Proctor, PLLC, 319 Chapanoke Road, Raleigh, NC 27603
Filename: 061333TuscanySD(Wake)401+NBR
DWQ 06-1333 Tuscany S/D
Subject: DWQ 06-1333 Tuscany S/D
From: Cynthia F Van Der Wiele <[e-mail]>
Date: Sat, 04 Nov 2006 16:49:39 -0500
To: Ian McMillan <[e-mail]>
Ian:
1. The level spreaders are located in the backyards of residential lots. Not a
good idea ...need to be accessed routinely for maintenance.
2. A typical construction detail was not provided.
3. It doesn't even look like the outlets are aimed at the level spreaders...
4. The impervious surface area is right at the threshold; 228 sf decks are
tiny...need a 401 additional condition (or include in an additional info/on hold
letter) noting that they've got 28.45% impervious and if a compliance inspection
reveals that they've exceeded the threshold, they'll have to retroactively do a
stormwater management plan that would have to consist of ext. detention wetlands,
bioretention, or pond followed by forested filter strip...
CVDW
1 of 1 11/20/2006 5:04 PM
Transmittal
D 6 - 13 33
STEWART-PROCTOR PLLC
ENGINEERING & SURVEYING
319 CHAPANOKE ROAD
SUITE 106
RALEIGH, NC 27603
PHONE: [phone]
FAX.- [phone]
Date:
Attention: Ln ???lG? ?.(I~ ry,';
From:
No. of pages:
(Including this cover)
Comment(s):
C9n
1eu& / 4-ham
.. ------- >
Reply requested: - Yes _ No

Office Use Only:
USACE Action ID No.
any particular item is not
1. Processing
Form Version March 05
DWQ No. ot?- 13
to this project, please enter "Not Applicable" or "N/A".)
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
5'401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: . - L? ?d1?
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: ?
H. Applicant Information""
1. Owner/Applicant Information N 0V Name: ,<(taa 4 Lkkg per+ne it LLB (tea HN ROSE
Mailing Address: Joq Sa
Telephone Number: 4/Z7 2 o S0 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: r(?s_&
Company Affiliation: S uyai Pre.+,, ?L
Mailing Address: Alf r-A.sa.taks Ad
Telephone Number: 7Z 9 19.5;67 n _ Fax Number: 7ZY /dG(
E-mail Address:
}=?
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: I U54 Gnu L;S:,1ri
2. T.I.P. Project Number or State Project Number (NCDOT Only): t?lfa
3. Property Identification Number (Tax PIN): o 75o - A/ - So s2
4. Location
County: (.Ja G! Nearest Town: No &
Subdivision name (include phase/lot number): -&j.-o w, S -A J; v,s -
Directions to site (include road numbers/names, landmarks, etc.): ra
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): ON ow
6. Property size (acres):I 6.q3
7. Name of nearest receiving body of water: Irr To tM%nn16 G1Z»1L (Z-ASIA ZZ, Sle-CAn. °l)
8. River Basin: N . s
(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.ne.us/admij-i/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: ?i4. r u/rPwi?v t_/m J ad AlLe A Sl a < r,
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
- Ash. . /041 Ge (LF1f?7 Q,t ems.
&W C-
eXC?y?.I...l .i)I! l,? „raJ
11. Explain the purpose of the proposed work:
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. &1A
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.
Ala
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: o .-Aw ( „rA?.54 F
41-+ J1 Q 1 l ILVPC 13L,90P nn</ASr a mil/ a ?!i V 4v ?ec?ei L'nc.
Page 7 of 12
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,
A,„ to l,nth etnirtnrF± and flondinL_
sG alaL G1 113L 1111 GLVw Located within Distance to Area of
Wetland Impact T e of Wetland
yp
100-year
100-year r Nearest Impact
Site Number Type of Impact (e.g., forested, marsh, lain
Floodp Stream (acres)
(indicate on map) herbaceous, bog, etc.) es/no linear feet
or
r 4/e4.

v
22
8

µ
Ae 811
/f

6 57
- 4=441 ?- 2 0

r ? v -0 z
3. List the total acreage (estimated) of all existing wetlands on the property: 6
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
,__ ,.-a_a ,.,.t,,.,1- .,,., age n,,,ttinly 1PnQth X width- then divide by 43,560.
must U
Stream Impact
Number
indicate on ma e llltil ULLGU. 1 V

Stream Name

Type of Impact -
Perennial or
Intermittent? -
Average
Stream Width
Before Impact
Impact
Length
linear feet
Area of
Impact
acres
20

16 O -ebo I-

Total Stream Impact (by length and acreage) CJ O.oG
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
r_u .t-A-;nr. finnrtim, rjrainnOP. hrtlkheads_ etc.
1111, G2kL+
Open Water Impact

inSitedicate on Number ma QVaUV11, u1GU 111 , L1V VU

Name of Waterbody
(if applicable) aia , ...+«u.- ?,

Type of Impact __--
Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.
Area of
Impact
acres

Total Open Water Impact (acres)
Page 8 of 12

6. List tl
1 act toall Waters of the U.S. resultin from the ro'ect.
lve 1TT1
lu %Wulllu a
Stream Impact (acres):
•oa
Wetland Impact (acres):
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): t
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ONo
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.):
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. e* 16 C-6) sa?..a.
rftr u .
„may ft /nr Mr aIe hy.Je aJ (lire ?v ct Tn? ??i 1(na? e..v ?°?Y?i Jef G!
c
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
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.ne.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No R
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 Rr
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)
2.
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 Er No ?
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.
* Impact Multiplier Required
Zone s uare feet Mitigation
3 (2 for Catawba)
2 G
/ 1.5
Total p
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all a propnate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. ach
Page 1 I of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. ,&A&&r 5&Wa« -,h +4 S ,4o LX V d 1 •mo+.`/
?o l?rtr tL ?1?% SL /dpi ..?!( 1,a 04,;[&zrw
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.
MU. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No 0-
Is this an after-the-fact permit application? Yes ? No a
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 9
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/ncwetJ and s. If no, please provide a short narrative description:
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).
plica4int/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
OLP- 13 31
ADDRESS TO REQUEST FOR MORE INFORMATION ON TUSCANY
SUBDIVISION
1. LEVEL SPREADERS CANNOT BE RELOCATED OUTSIDE OF
RESIDENTIAL LOTS AS THIS IS NOT A CLUSTER SUBDIVISION. THERE
IS NO OPEN SPACE FOR THEM TO BE PLACED IN. HOWEVER, ALL
LEVEL SPREADERS ARE PLACED WITHIN A 20' DRAINAGE AND
MAINTANCE EASEMENT.
2. LEVEL SPREADER DETAIL IS PROVIDED WITH THE PLANS.
3. STORMWATER OUTLETS ARE AIMED AT LEVEL SPREADERS.
ALSO PLEASE NOTE THAT IMPACT NUMBER 5 HAS INCREASED SLIGHTLY
THIS IS TO TAKE INTO ACCOUNT FOR THE ADDITIONAL IMPACT TO THE
WETLANDS FROM THE DRIVEWAY PIPE NEEDED TO FACILITATE FLOW
THROUGH THE WETLANDS IN THAT AREA. THIS IS REFLECTED ON THE
PLANS AS WELL AS ON THE REVISED PCN APPLICATION SUBMITTED WITH
THIS PACKAGE.
r
Office Use Only:
USACE Action ID No.
(If any particular item is not
I. Processing
Form Version March 05
DWQ No. DID - 1332)
to this project, please enter "Not Applicable" or "N/A".)
1. Check all of the approval(s) requested for this project:
Section 404 Permit 0 Riparian or Watershed Buffer Rules
Section 10 Permit ? Isolated Wetland Permit from DWQ
5'401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:__N_.-_J N WJZ
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
NOV 1
1. Owner/Applicant Information / ?o HN R??\
Name: lunel2? L?kt jar+ne[L I-L C as?itrr
Mailing Address: ?? Se k}ta C.o ?La??
A a L.L 1 eP,&tAG517 75?_? 0
Telephone Number: Nz 7 2-OS-0 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: nr6gt *f
Company Affiliation: S ,rrw,aQ 94Lt
Mailing Address: ,fly e.?neke Znd
Telephone Number:
E-mail Address:_
Fax Number: 7ZY la(
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: -FUSC4 V, C: /1 #1
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0 750 - 81-
4. Location
County: t lake_ NearestTown:_N.L 5r
--
Subdivision name (include phase/lot number): 'Kaex
Directions to site (include road numbers/names, landmarks, etc.): Cox c;,1Q d F
n <Q4 La ke A/ 1,?i!. of Ar?a.. r r. YC
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.) OW
Decimal Degrees (6 digits minimum): ON
6. Property size (acres): I._N?3-
7. Name of nearest receiving body of waten- Wr To 1A0016 C¢EEIL ? 6P?s"? ZZ, 54cz?Rn °l)
8. River Basin: W u r
(Note - this must be one of North Carolina's seventeen designated mayor river basins. The
River Basin map is available at littp://h2o.enr.state.iie.us/admin/map-2/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of f this application: ,?;4. ;t -_uf (ea #? U?ooid ad All, ,&e Sr i tk 41 a d r',.4c
?levfri tin( .r4((- Ii 1 r.A) 1J ?'r
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used:
41wl rt,4_Iyh1Qf Gr (z.}-,R+i yes I rricAU .+r ? ?.. ?/ s7rt ?
11. Explain the purpose of the proposed work: Qgs;J._?_.????u%s
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. ilk
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.
/Va
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.
?Ro4Jt..y? G?? Mt.,? nP
1. Provide a written description of the !proposed impacts:
4/a+I..Js GY4' l /I?JfG? rrh?or nn41,0sr;45 rax ?(a?( ?i.•si L'nB. --
Page 7 of 12
Y:
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,
_1__ ,__.. S ,.a.. A- 4., 1...41, o4r„r4nra and flnndin4.
Se ULa FZI 11St u11 at.w uuG w vv.aa .?.,.+....... »•-» -- - _ -
Located within
Distance to
Area of
Wetland Impact T e of Wetland
YP 100-year r
I00 Nearest Impact
Site Number Type of Impact (e.g., forested, marsh, la
Floodp Stream (acres)
(indicate on map) herbaceous, bog, etc.) es/no linear feet
of
-- 228

Frrer?j
be)
2 0
'0 rd-? Q O.O
r ? U o•n 2
3. List the total acreage (estimated) of all existing wetlands on the property: 0.9, 6
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
,__-1 - -1 .r_ b-nath Y width- then divide by 43,560.
must n
Stream Impact
Number
indicate on ma e incluUCU. 1 V t.alt.

Stream Name tualG QG1GQ ?+, i++.•+

Type of Impact ?+ + •?_• .-- _
Perennial or
Intermittent? _ .. _??-? __ --
Average
Stream Width
Before Impact
Impact
Length
linear feet
Area of
Impact
acres
.. ?• .Sr 2 0

Total Stream Impact (by length and acreage) Cl O.a
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
d ' fl d' draina a bulkheads etc.
fill, exc
Open Water Impact
Site Number
indicate on ma) avation, dre m , oo
Name of Waterbody
(1f applicable) m ,
r2 9
Type of Impact
Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc.
Area of
Impact
acres

Total Open Water Impact (acres)
Page 8 of 12

6. List tl
,...:..e + +,% all wntPrc of the v 1_S_ resulting from the project:
Stream impact acres): ao
Wetland Impact (acres):
Open Water Impact (acres):
Total Imp act to Waters of the U.S. (acres)
Total Stream Impact (linear feet :
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ONo
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.):
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. /&t L ono! sa.-
10CAe/ 4enut +,4 &Vff-C±X 'I efdr;a terms n.?. f o i [pest altif vF " Si /s.
C, U rratd„+r s/s J. -h of r ire fiv 1-T ?/.- I le 8 ?vtr re4- tt -
c
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
http://h2o.enr.state.nc.us/ncwetlands/striiigide.ht ml.
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.
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 littp://li2o.enr.state.nc..us/wrp/index.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): /Y
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No g
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 a
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)
2.
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 [ff No ?
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.
* Impact Multiplier Required
Zone (square feet Mitigation
I q! 3 (2 for Catawba)
-
2 / G 2 1.5
Total o
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all a propriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. ach
Page 11 of 12

XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. SinoA.vv?r S?r?ac? ?n 44 s'k w/,,i/ Se Am+•?
}o LOW 4L,. -70%0 ?+Um 4M-e-" 4.e) ( Ae
.s4.fft^ Log'',
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.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes? No 2-
is this an after-the-fact permit application? Yes ? No EY
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 9
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/ncwetiands. If no, please provide a short narrative description:
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).
pp ieant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
c)u-1333
ADDRESS TO REQUEST FOR MORE INFORMATION ON TUSCANY
SUBDIVISION
1. LEVEL SPREADERS CANNOT BE RELOCATED OUTSIDE OF
RESIDENTIAL LOTS AS THIS IS NOT A CLUSTER SUBDIVISION. THERE
IS NO OPEN SPACE FOR THEM TO BE PLACED IN. HOWEVER, ALL
LEVEL SPREADERS ARE PLACED WITHIN A 20' DRAINAGE AND
MAINTANCE EASEMENT.
2. LEVEL SPREADER DETAIL IS PROVIDED WITH THE PLANS.
3. STORMWATER OUTLETS ARE AIMED AT LEVEL SPREADERS.
ALSO PLEASE NOTE THAT IMPACT NUMBER 5 HAS INCREASED SLIGHTLY
THIS IS TO TAKE INTO ACCOUNT FOR THE ADDITIONAL IMPACT TO THE
WETLANDS FROM THE DRIVEWAY PIPE NEEDED TO FACILITATE FLOW
THROUGH THE WETLANDS IN THAT AREA. THIS IS REFLECTED ON THE
PLANS AS WELL AS ON THE REVISED PCN APPLICATION SUBMITTED WITH
THIS PACKAGE.
William 0. Ross Jr., Secretary
Vj r- North Carolina Department of Environment and Natural Resources
> -i
O C Alan W. Klimek, P.E. Director
Ic=r, Division of Water Quality
November 7, 2006
DWQ Project # 06-1333
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. John Rose
Sunset Lake Partners, LLC
404 Settlecroft Lane
Holly Springs, NC 27540
Subject Property: Tuscany Subdivision
Ut to Middle Creek [030403, 27-43-15-(1), C, NSW]
REQUEST FOR MORE INFORMATION
hpST;? ii:'1 v"
Dear Mr. Rose:
On September 13, 2006, the Division of Water Quality (DWQ) received your application dated
August 1, 2006, to impact 0.242 acres of wetland, 40 linear feet of stream (20 linear feet
perennial stream impact, 20 linear feet intermittent stream impact), and 2,461 square feet of Zone
1 protected Neuse River basin riparian buffers, and 1,628 square feet of Zone 2 protected Neuse
River basin riparian buffers to construct the proposed residential subdivision. On September 13,
2006, and September 14, 2006, the DWQ received additional information from you, however,
the DWQ has determined that your application remains incomplete and/or provided inaccurate
information as discussed below. The DWQ will require additional information in order to
process your application to impact protected wetlands and/or streams on the subject property.
Therefore, unless we receive five copies of the additional information requested below, we will
have to move toward denial of your application as required by 15A NCAC 2H .0506 and will
place this project on hold as incomplete until we receive this additional information. Please
provide the following information so that we may continue to review your project.
Additional Information Requested:
1. Please relocate the level spreaders that are currently proposed within residential backyards.
This can be problematic regarding maintenance of the level spreaders.
2. Please provide.a typical construction detail for the level spreaders.
3. Please verify that stormwater outlets are aimed at level spreaders.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: h_p•Hh2o enr state nc us/ncwetlands
I?`" Caro na
?atura?y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
z5unsei Laze ratmers, u,%-
Page 2 of 2
November 7, 2006
three weeks, we will assume that you no longer want to pursue this project and we will consider
the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to. wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian
McMillan at 919-733-1786 if you have any questions regarding or would like to set up a meeting
to discuss this matter.
Sinc e ,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Carlton Hunt, Stewart-Proctor, PLLC, 319 Chapanoke Road, Suite 106, Raleigh, NC 27603
Filename: 061333TuscanySD(Wa ke)O n_Hold2
oF VYh /,FR Michael F. Easley, Governor
`O? pG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
p Alan W. Klimek, P.E. Director
Division of Water Quality
November 7, 2006
DWQ Project # 06-1333
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. John Rose
Sunset Lake Partners, LLC
404 Settlecroft Lane
Holly Springs, NC 27540
Subject Property: Tuscany Subdivision
Ut to Middle Creek [030403, 27-43-15-(1), C, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Rose:
On September 13, 2006, the Division of Water Quality (DWQ) received your application dated
August 1, 2006, to impact 0.242 acres of wetland, 40 linear feet of stream (20 linear feet
perennial stream impact, 20 linear feet intermittent stream impact), and 2,461 square feet of Zone
1 protected Neuse River basin riparian buffers, and 1,628 square feet of Zone 2 protected Neuse
River basin riparian buffers to construct the proposed residential subdivision. On September 13,
2006, and September 14, 2006, the DWQ received additional information from you, however,
the DWQ has determined that your application remains incomplete and/or provided inaccurate
information as discussed below. The DWQ will require additional information in order to
process your application to impact protected wetlands and/or streams on the subject property.
Therefore, unless we receive five copies of the additional information requested below, we will
have to move toward denial of your application as required by 15A NCAC 2H .0506 and will
place this project on hold as incomplete until we receive this additional information. Please
provide the following information so that we may continue to review your project.
Additional Information Requested:
1. Please relocate the level spreaders that are currently proposed within residential backyards.
This can be problematic regarding maintenance of the level spreaders.
2. Please provide a typical construction detail for the level spreaders.
3. Please verify that stormwater outlets are aimed at level spreaders.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http7//h2o.enr.state.nc.us/ncwetlands
N Carolina
ye
Xatura!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Sunset Lake Partners, LLC
Page 2 of 2
November 7, 2006
three weeks, we will assume that you no longer want to pursue this project and we will consider
the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian
McMillan at 919-733-1786 if you have any questions regarding or would like to set up a meeting
to discuss this matter.
Sinc e ,
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBK/ijm
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Carlton Hunt, Stewart-Proctor, PLLC, 319 Chapanoke Road, Suite 106, Raleigh, NC 27603
Filename: 061333Tusca nySD(W a ke)On_Hold2
y OF W ATF9 Michael F. Easley, Governor
.re William G. Ross Jr., Secretary
?- North Carolina Department of Environment and Natural Resources
p Y Alan W. Klimek, P.E. Director
Division of Water Quality
November 7, 2006
DWQ Project # 06-1333
Wake County
7 V)
?r
Mr. John Rose i ?•
Sunset Lake Partners, LLC -
404 Settlecroft Lane
Holly Springs, NC 27540
Subject Property: Tuscany Subdivision
Ut to Middle Creek [030403, 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. Rose:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.242 acres of wetland (0.130 acres permanent wetland impacts, 0.112 acres
temporary wetland impacts), 40 linear feet of temporary stream impact (20 linear feet temporary perennial
stream impact, 20 linear feet temporary intermittent stream impact), and 2,461 square feet of Zone 1
protected Neuse River basin riparian buffer impacts, and 1,628 square feet of Zone 2 protected Neuse
River basin riparian buffer impacts to construct the proposed residential subdivision at the subject
property, as described within your application dated August 1, 2006, and received by the N.C. Division of
Water Quality (DWQ) on August 17, 2006. After reviewing your application, we have decided that the
impacts are covered by General Water Quality Certification Number(s) 3374 and 3404 (GC3374 and
GC3404). The Certification(s) allows you to use Nationwide Permit(s) 12 and 14, respectively, 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 213 .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 or CAMA
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 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
401 Oversight/Express Review Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
` Carolina
NNomaturally
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Sunset Lake Partners, LLC
Page 2 of 4 '
November 7, 2006
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 (Units) Plan Location or Reference
404/Wetland 0.242 [(acres)'- 0.130 acres permanent
acres, 0.112 temporary acres] PCN page 8 of 12
Stream 40 [(linear feet temporary) - 20 linear feet
perennial stream, 20 linear feet intermittent
stream PCN page 8 of 12
Buffer -Zone 1 2,461 (square ft.) PCN page 11 of 12
Buffer - Zone 2 1,628 (square ft.) PCN page 11 of 12
2. 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 all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
3. 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.
4. 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.
5. 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 33 and GC 3402.
Sunset Lake Partners, LLC
Page 3 of 4
November 7, 2006
6. Construction Stormwater Permit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR 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 http://h2o.enr.state.nc.us/su/Forms Documents.htm.
7. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetiands. The text of the sample deed notification may be modified
as appropriate to suit to this project.
8. 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.
9. Onsite Imperviousness
Please note, your proposed imperviousness for the project is 28.45 percent. If a compliance
inspection reveals that you have exceeded the threshold of 30 percent imperviousness for the site,
you will need to retrofit a stormwater best management plan that would have to consist of a
constructed wetland or bioretention pond followed by level spreaders and a forested filter strip.
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.
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
Sunset Lake Partners, LLC J
Page 4 of 4
November 7, 2006
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 Cyndi Karoly or Ian McMillan at 919-733-1786.
Sincerely,
Alan W. Klimek, P.E.
AWK/Um
Enclosures: GC 3374 and GC3404
Certificate of Completion
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Carlton Hunt, Stewart-Proctor, PLLC, 319 Chapanoke Road, Raleigh, NC 27603
Filename: 061333TuscanySD(W ake)401+NBR
DWQ 06-1333 Tuscany S/D
Subject: DWQ 06-1333 Tuscany S/D
From: Cynthia F Van Der Wiele <[e-mail]>
Date: Sat, 04 Nov 2006 16:49:39 -0500
To: Ian McMillan <[e-mail]>
Ian:
1. The level spreaders are located in the backyards of residential lots. Not a
good idea ...need to be accessed routinely for maintenance.
2. A typical construction detail was not provided.
3. It doesn't even look like the outlets are aimed at the level spreaders...
4. The impervious surface area is right at the threshold; 228 sf decks are
tiny ...need a 401 additional condition (or include in an additional info/on hold
letter) noting that they've got 28.45% impervious and if a compliance inspection
reveals that they've exceeded the threshold, they'll have to retroactively do a
stormwater management plan that would have to consist of ext. detention wetlands,
bioretention, or pond followed by forested filter strip...
CVDW
1 of 1 11/6/2006 8:45 AM
?pr vV r 4 9p Michael F. Easley, Governor
`0 G William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
D Alan W. Klimek, P.E. Director
Division of Water Quality
September 22, 2006
DWQ Project # 06-1333
Wake County
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Mr. John Rose
Sunset Lake Partners, LLC
404 Settlecroft Lane
Holly Springs, NC 27540
Subject Property: Tuscany Subdivision
Ut to Middle Creek [030403, 27-43-15-(1), C, NSW]
REQUEST FOR MORE INFORMATION
Dear Mr. Rose:
On September 13, 2006, the Division of Water Quality (DWQ) received your application dated
August 1, 2006, to impact 0.242 acres of wetland, 40 linear feet of stream (20 linear feet
perennial stream impact, 20 linear feet intermittent stream impact), and 2,461 square feet of Zone
1 protected Neuse River basin riparian buffers, and 1,628 square feet of Zone 2 protected Neuse
River basin riparian buffers to construct the proposed residential subdivision. The DWQ has
determined that your application was incomplete and/or provided inaccurate information as
discussed below. The DWQ will require additional information in order to process your
application to impact protected wetlands and/or streams on the subject property. Therefore,
unless we receive five copies of the additional information requested below, we will have to
move toward denial of your application as required by 15A NCAC 2H.0506 and will place this
project on hold as incomplete until we receive this additional information. Please provide the
following information so that we may continue to review your project.
Additional Information Requested:
1. There is currently no Nationwide permit No. 26 available. Please resubmit your PCN
application under a currently available Nationwide permit number.
2. Please indicate all buffer impacts on the site plan. Be sure to show the impacts as cross-
hatching to make the impact area clear.
3. Please indicate proposed lot layouts on the site plan.
4. Please provide an inventory of all impervious surfaces (building footprints, roads,
driveways, decks, swimming pools, sidewalks, gravel-covered areas, etc.).
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.ne.us/newetlands
Noce Carolina
Ntura!!y
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Sunset Lake Partners, LLC
Page 2 of 2
September 22, 2006
5. Please indicate the diffuse flow provision measures on the site plan and submit level
spreader worksheets and signed and notarized Operations and Maintenance Agreements
if applicable.
Please respond within three weeks of the date of this letter by sending this information to me in
writing and Eric Kulz of the DWQ Raleigh Regional Office. If we do not hear from you within
three weeks, we will assume that you no longer want to pursue this project and we will consider
the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands,
waters or protected buffers. Please be aware that any impacts requested within your application
are not authorized (at this time) by the DWQ. Please call Ms. Cyndi Karoly or Mr. Ian
McMillan at 919-733-1786 if you have any questions regarding or would like to set up a meeting
to discuss this matter.
Sincerely,/
C?
Cyndi Karoly, Supervisor
401 Oversight/Express Review Permitting Unit
CBKI m
cc: Eric Kulz, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office
File Copy
Central Files
Carlton Hunt, Stewart-Proctor, PLLC, 319 Chapanoke Road, Suite 106, Raleigh, NC 27603
Filename: 061333Tusca nySD(W ake)On_Hold
RE: DWQ 06-1333 Tuscany SD
Subject: RE: DWQ 06-1333 Tuscany SD
From: Laurie Dennison <laurie [e-mail]>
Date: Wed, 13 Sep 2006 15:32:17 -0400
To: [e-mail]
9/13/06
Carlton:
DWQ received today the Tuscanny SD permitting sets; however, the PCN applications
are missing pages 8 and 9. The project will remain on hold pending receipt of the
missing pages.
Laurie Dennison
Adminstrative Assistant
DENR - DWQ
Wetlands/401 Unit
2321 Crabtree Blvd
Raleigh NC 27604
1 of 1 9/13/2006 3:32 PM
Transmittal
STEWART-PROCTOR PLLC
ENGINEERING & SURVEYING
319 CHAPANOKE ROAD
SUITE 106
RALEIGH, NC 27603
PHONE: [phone]
FAX.• [phone]
Date:
Attention:
From:
No. of pages:
(Including this cover)
Comment(s):
To sctlw `-/
SUt37 )VtS)aAJ
0j-/ M Ot,
I.R I D 6,JW s a
6-4JZL f° IJ HuN T- -
MCLUpEp
7 CaT (E S OF x N A-PP L! C A-7-1 Z..,
7`' F'16 4vD6t> Iz> THE 7
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OV131o(n) 1-,-Og- iv ScA--JY Sv B0(ulSto j.
Ti--,a.j re- 5
Reply requested: _ Yes _ No
RR@Mowfay
SEP 1 4 2006
DENR' WATER QUALITY
WE?N0.S AND STORUW TER BRANCH
Transmittal
y0 Ln - 1 3 3 3
STEWART-PROCTOR PLLC
ENGINEERING & SURVEYING
319 CHAPANOKE ROAD
SUITE 106
RALEIGH, NC 27603
PHONE: [phone]
FAX.- [phone]
Date:
Attention: C\1 KO \ lL pv,0 1
From:
No. of pages:
(Including this cover)
Comment(s): I. V
?r Ca ?Cr , , ` i C
A !e C_c
Reply requested: _ Yes _ No

ADDRESSED COMMENTS FOR TUSCANY SUBDIVISION
ATTN: CYNDI KAROLY, SUPERVISOR
1. The individual shown as "Owner/Applicant" is now shown to setup the project.
(John Rose)
2. Water body information is now stated on the PCN Application.
3. New check is enclosed for $200.
4. The permits we are requesting have been revised to show N12, N14, and N26.
EET NUMBER 83 O
(Joins sheet 75) 83
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? I
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. O LP -133 3
(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:
? F Section 404 Permit Riparian or Watershed Buffer Rules
!Section 10 Permit ? Isolated Wetland Permit from DWQ
5'401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:Ij 4 - W l 2(o
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:
4 ,}s & s
Ek I
II. Applicant Information SEF 1i?OC?
1. Owner/Applicant Information rer
Name: ??oHN ROSE. VETtr: E=r.+?1. (., ,?:ir<rJ???a1
k ar+ne4s LL /
.aF se C
Mailing Address: ? o q e } lQ _ ro 1- nt-
ND.La-y 44( ? 75 0
Telephone Number: 4/Z7 2 o so 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: ,.rW., &*-r
Company Affiliation: S 7cw,ae - Pruc4ur &Lt
Mailing Address: .31? L[„??eke ,ea,.l
2ra/+?-t I?G 2 Ira L-0 (Y ?fl
v
Telephone Number: 774 f eS3- Fax Number: 77l la( l-0 DAP
E-mail Address: ce-) P, cc Q ; rng • I T
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: l dscgn $
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0 7 So - q t - So 57,
4. Location
County: t-l-i le- Nearest Town: N, 4 ST f
Subdivision name (include phase/lot number): 6-k.6Yf,,„
Directions to site (include road numbers/names, landmarks, etc.): rau+
&l.'(04 ,6 Ad 5wA of FJ.,..?I? di.Ye
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): ON °W
6. Property size (acres): 16. S13
7. Name of nearest receiving body of water: Wr To M%go .6 G¢Ei=? BAs+?1 22, Sect to q)
8. River Basin: Weu-f&
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.stateaic.tis/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/: _,5;4. ;1 ivrre&-EJx t_/m l 4sJ +A ss ndA r,^dvim
Aayr,,i -? \/ (,r-4- 1,,d .,u,,, J it
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
h_ / Mar roc Gh / ?fi r ^t.r? 02-er 6h
?q ?i•.- /J ( FMS I fdc? . Afi,_I/d
11. Explain the purpose of the proposed work:
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. 1&
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.
/V a
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: vsrl ., _zr",,xi"j P
aryl 1 lleyr& IC7i.Fho/ 4r,15r;4S ?i/r G (?(a? ]n a 1'
/<Br?4ev I..1 AiGkt
.Q1 Ve(( a( ptk-/ / of '717
Page 7 of 12

a 2?? -?w
2. Individually list wetland impacts. Types of impacts
mechanized clearing, grading, fill, excavation, flooding,
se aratel list impacts due to both structure and floodin .
Q?s
include, but are not limited
ditching/drainage, etc. For dams,
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
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
&mgyienj 1'W 4.j
orefei4J 41-e-+ N

v
.002,
6
L
µ
=
^ e /
()
I Z
FVI'Cx?j
z
1 41
2.70
c.F e/ ''0 t&.( Q 6.020
r ? v o•d 2
3. List the total acreage (estimated) of all existing wetlands on the property: -Q,292.
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 Impact Impact
Length
linear feet Area of
Impact
acres
-' -C mg kit, 1.5"' 2 0

Total Stream Impact (by length and acreage) G O,oG
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. dredeing. flooding, drainage, bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody

(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

Total Open Water Impact (acres)
'11 L If/ 1
Page 8 of 12 S EP 2000
DENR • I%A ER CU„ LjTY
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A
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): .ao
Wetland Impact (acres): 6-13
Open Water impact acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact linear feet): O
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes 2rNo
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.):
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. uet h" 1, ord y a'..
1- J GL/OJt +k 110,fr/X - LL GRtry;gg wer * nr?w/ 4.0 nenrff a/,yJ ur ?t
c rad of r_ y, / .. aJ C- &'e *v r ., a - _ -) --? ?° r ?? Je.f Cf
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. ?, W
D"i
SEP 1 411 2006
Page 9 of 12 Crt ,?r„ C UT Y
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No E
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 V Yes W 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.
Impact Required
Zone* Multiplier A r;•;ROr;r.,,
1 Zi 3 (2 for Catawba)
2 ! 62 1.5
Total Z J- n a o
* Zone 1 extends out N feei perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within ISA NCAC 2B .0242 or .0244, or .0260. /?`l'
Page 11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. :r07 *1Vb&f SU/44[e 4-4 d,4o .t/" v de 0?/,nr+..?
?A Lea 41-.. 2f7% .Sa-eran ?afir? ..1?? ?js rQ r-?dai hs?nre i+- PnfNr
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.
-ravr. nr 146 <,"Iajt
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No 2'
Is this an after-the-fact permit application? Yes ? No IRr
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 9
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.ne.us/ncwetiands. If no, please provide a short narrative description:
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).
pp icant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) es/no linear feet
of 0 6.002,
W /
Q 4
2 2 $
• ti, r 2

., .? 2-O
jjmc"} 0.020
? v 0-012j
3. List the total acreage (estimated) of all existing wetlands on the property: .0. U
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 Impact Impact
Length
linear feet Area of
Impact
acres

Total Stream Impact (by length and acreage) CJ 0-00q
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 ma . Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

Total Open Water Impact (acres)
Page 8 of 12
6. List the cumulative im act to all Waters of the U.S. resulting from the project.
Stream Impact (acres): .ao
Wetland Impact (acres): 6-13
Open Water Impact (acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): O
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ONo
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.):
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 imp/acts. ugt 1.t4 onj S ce?M,
1,6CA'J r,Lrarr 4. &-4xfv • l?. -C'an;gg y?/ac?PCe ne?.rJ 4R0 itce-a 6/hJ ?s? llr S?fs.
U crnri,yt 12414 /ha N! aJ (-lire +9 r 4r nMk1/e. n d JtA- Gt
me ? Lull.`/ "'.
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
http://h2o.enr.state.nc.ushlcwetlands/strnigide.htm1.
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.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility. to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):_
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
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71
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
www.saw.usace.army.iniI/wetlands/Perniits.html. .
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at www.saw.usace.army.miI/wetlands/index.html, or contact one of the field offices
listed on page 3 of this application. The website also lists the responsible project manager for each
county in North Carolina and provides additional information regarding the identification and regulation
of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wedands Unit website at
http://h2o.enr.state.nc.us/ncwetIands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page I of 12
Coastal Area Management Act (LAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 67 Fed. Reg. 2090 (Jan. 15, 2002), available at
http://,,vww.usace.army..miI/inet/functions/cw/cecwo/reg/2002nwps.pddf. Processing times vary by
permit and begin once the application has been determined to be complete. Please contact the
appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with, the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.Clinr.state.nc.us/ncwetlands/fees.litml. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg
151 Patton Avenue Ashe Cherokee Iredell Mitchell
Room 208 Avery Clay Jackson Polk
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Suny
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Berrie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Division of Water Quality
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Telephone: [phone]
Fax: [phone]
h and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Pitt
Tyrrell
Washington
Wayne
Swain
Transylvania
Union
Watauga
Yancey
*Croatan National Forest Only
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Telephone: [phone]
Fax: [phone]
larine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Page 4 of 12
.., O?aF wHTF,?,QG
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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
August 22, 2006
CERTIFIED MAIL: RETURN RECEIPT REQUESTED
Stewart-Proctor LLC
Attn: Carlton Hunt
319 Chapanoke Rd. Ste 106
Raleigh, North Carolina 27603
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-1333
Wake County
Subject Property: Tuscany Subdivision
Permitting fee, Owner/Applicant Name, Stream/Waterbody Name
® REQUEST FOR MORE INFORMATION
RETURN OF APPLICATION PACKAGE
Dear Mr. Hunt:
On August 17, 2006, the Division of Water Quality (DWQ) received the application dated August 1, 2006
for the above referenced project. The DWQ has determined that the application was incomplete and/or
provided inaccurate information as discussed below. The DWQ will require additional information in
order to process your application to impact. protected wetlands and/or streams on the subject property.
Therefore, unless we receive five copies of the additional information requested below, we will have to
move toward denial of your application as required by 15A NCAC 2H.0506 and will place this project on
hold as incomplete until we receive this additional information. Please provide the following information
so that we may continue to review your project.
Additional Information Requested:
? Water Quality Certification, See I. Processing, Item 2.. Please state which Permit
(Nationwide, Regional or General) number you intend to use. Please contact the U.S. Army
Corps of Engineers in the Regional Office to determine which permit you will need to
apply for to perform your proposed activity, and then resubmit your PCN application Water
Quality Certification listing this permit number under I Processing, Item 2., and checking the
boxes for "Section 404 Permit" and "401 Water Quality Certification" under I Processing,
Item 2 (page 5 of 12).
® DWQ requires the name of an individual shown as "Owner/Applicant" to set up the project.
? The PCN Application failed to contain the Applicant/Agent's Signature and Date. See last
page of application. (Agent's signature is valid only if an authorization letter from applicant is
provided).
® Water Body information not stated. See III Project Information, Item 7 (page 6). Please
reflect stream or body of water name (page 8).
401 Oversight/Express Review Permitting Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: http://h2o.enr.state.nc.us/ncwetlands
N lina
om` Caro
Mural!;
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
? Lack of permitting fee. Please note that beginning January 1, 1999, the N.C. General
Assembly passed legislation requiring payment of a fee for all 401 applications. The fee for
applications is $200 for projects impacting less than an acre of wetland and less than 150
linear feet of streams. For projects impacting one or more acres of wetland or 150 or more
feet of streams, the fee is $475.
® Incorrect permitting fee. Please see above item. Your check # 5677 for $400 is herein
enclosed. The fee for applications is $200 for projects impacting less than an acre of wetland
and less than 150 linear feet of streams. For projects impacting one or more acres of wetland
or 150 or more feet of streams, the fee is $475.
? A request for a modification of an issued permit requires re-submission of five (5) application
sets and appropriate fee. We have herein returned your modification request.
? Application was missing pages or sections of information. See Other section below.
® OTHER: You have designated a NW 14 and NW36 as the Section 404 Permits requested. Did
the USACE assign the NW36? A NW36 is for boat ramps in non-wetland sites yet the
purpose of the proposed work is for a residential subdivision. Please confirm with the USACE
and clarify or correct permit being requested.
Please contact the DWQ within three weeks of the date of this letter to verify that you have received this
letter and that you remain interested in continuing to pursue permitting of your project and will be
providing the DWQ the requested information at a later date. Please contact this office in writing. If we
do not hear from you within three weeks, we will assume that you no longer want to pursue this project
and we will consider the project as withdrawn.
This letter only addresses the application review and does not authorize any impacts to wetlands, waters
or protected buffers. Please be aware that any impacts requested within your application are not
authorized (at this time) by the DWQ. Please call Mr. Ian McMillan or Ms. Cyndi Karoly at 919-733- .
1786 if you have any questions regarding or would like to set up a meeting to discuss this matter.
Sincerely,.
Cyndi Karol , Supervisor
401 Oversight/Express Review Permitting Unit
CBKIIjd
Enclosures: Check #5677 for $400
cc: Sunset Lake Partners, LLC, 404 Settle Croft Lane, Fuquay Varina, NC 27576
USACE Raleigh Regulatory Field Office
File Copy + Check copy
Central Files + Check copy
Filename: 061333TuseanySD(Wake)Hold Fee waterbody_applicaut name

STEWART - PROCTOR PLLC
319 CHAPANOKE RD., STE.106
RALEIGH, NO 27603
PH. 919-779-1855
5677
66-1121531
BRANCH 14701
DATE / ?E Imp (=
PAY
TO THE 2 bJ
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BRANCH BANKING AND TRUST COMPANY -
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Office Use Only: Form Version March 05
DWQ No. 20069 333
USACE Action ID 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:
RSection 404 Permit 0 Riparian or Watershed Buffer Rules
M 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: 1_q 4hJ _3 6
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: ?
H. Applicant Information oiv
1.
Owner/Applicant Information
Name: <&*1g4 Lao- fIa
Mailing Address: tjoq Se
a?114cr
Telephone Number: t/2 7 2-o So 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.)
Company Affiliation: STrWS?, - P?,??,? PLLC
Mailing Address: All' c&ga,,, k e Ad Jae
9rJ,4,,,1 ffL 2 La-2
Telephone Number:
E-mail Address:
Fax Number: 77_ ? 19(
Page 5 of 12
III. Project Information
5.
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: l cotta n y ??? & ji?4;S' W n
2. T.I.P. Project Number or State Project Number (NCDOT Only): VA
3. Property Identification Number (Tax PIN): O 760 - q t - So s2
4. Location
County: Nearest Town: Ne 4 STNS
Subdivision name (include phase/lot number): ?c1fcg
Directions to site (include road numbers/names, landmarks, etc.): s-F
/ /
Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): ON
6. Property size (acres): 16-113
7. Name of nearest receiving body of water:
8. River Basin: Weu r
(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/admii-i/mal)s/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: ?Ra t r turfed:,. c%oJPJ ad Pl/g, ssna(<
attach a sheet that
aW
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
-.4. s%! anN 1c, r -Od-r Aid ?i1' )r`+7 cs? I r -4 k, f'• ? 'gi14»14l 6A?
',MI lAr42J
11. Explain the purpose of the proposed work: Qer, J,. ", /
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. WA
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.
Iva
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: R oaJ _ ??,?... P
(/.+/ .J, G 1? ?BJrG? ?C 7,.. t,-r- ?fNst •?< G•ir/ ?i r?,?ecis L 'nG?
v is t
41 wdw( 0 t/r/ alta( n t A-14.,
Page 7 of 12
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,
se aratel 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
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
or v
22$
tti r
z

2 0
099 ck
t] 6.02
7 A U 0.0 ?2.
3. List the total acreage (estimated) of all existing wetlands on the property: _Q119-21
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
miist he included. To calculate acreage. multiDly 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 Impact Impact
Length
linear feet Area of
Impact
acres

Total Stream Impact (by length and acreage) CI 0.00q--
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 ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

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): .ao
Wetland Impact (acres):
Open Water Impact acres :
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): O
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes 2rNo
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.):
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 imp/acts. 4j et /enJr arblfP,,,ar
°_-+-J 4t/OJr +). / urL4 • lI Crard Ag .l.a n[ccrr a/al ?r 1-4 S?fs?
/ ? cr D?rx,J/r. nal ?r? Je.f' GJ
ft c/nnIV 0" /Ada eJ r-b'd -IV
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
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
11
Amount of stream mitigation requested (linear feet): _?
Amount of buffer mitigation requested (square feet): T
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
lX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No g
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 a
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 V Yes 19 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.
Impact Required
Zone* Multiplier Ad;t4„o*;
3 (2 for Catawba)
a 1.5
Total 1 c4 09,1 -? I
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260.
Page 11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Tmg ,&., 5tela« -14, s:4- w'ef ?, /,. ../
}0 Law Ll .. SM/O S4-,.,m ?1/( by a f rs Q..e ?i ,-G ! a- eAfNl &Aln
.S4f &^ ye*IAAJr •e f??odMr
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.
XM. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No M_
Is this an after-the-fact permit application? Yes ? No Ey
MV. 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 9
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:
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).
Applkai nt/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

t
?0? W A TF9Q
fliw@,?V If/J//?+ r?o G
AUKS ?- _ -?
"%aSAb A R C7:l,lLI7y
?
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
www.saw.usace.army.mil/wetlands/Permits.html.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at www.saw.usace.army.mil/wetlands/index.html, or contact one of the field offices
listed on page 3 of this application. The website also lists the responsible project manager for each
county in North Carolina and provides additional information regarding the identification and regulation
of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http•//h2o enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 12
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 67 Fed. Reg. 2090 (Jan. 15, 2002), available at
http•//www usace.anny.mil/inet/functions/cw/cecwo/reg/2002nwps.pdf. Processing times vary by
permit and begin once the application has been determined to be complete. Please contact the
appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.ne.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg
151 Patton Avenue Ashe Cherokee Iredell Mitchell
Room 208 Avery Clay Jackson Polk
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
US Fig
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Division of Water Quality
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Telephone: [phone]
Fax: [phone]
h and Wildlife Service / National NJ
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Pitt
Tyrrell
Washington
Wayne
Swain
Transylvania
Union
Watauga
Yancey
*Croatan National Forest Only
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Telephone: [phone]
Fax: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasgaotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Page 4 of 12
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT I?
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: J. hI, ?•, ?
Title: C? ,n
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, dt/a y D M J L Y QaYLA? a Notary Public for the State of 41xi c.j Cam.,, o-
County of ?CA?n 1 - do hereby certify that 0&hnv. Nk o,_
personally appeared before me this Ig0- day of Q ? 4Anb , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
v?H ?Qp?
??N 14-11141,
Novsky
pugLlC ?
0
000%
SEAL My commission expires NJds cr ld-° -
Page I or I
r 0 t?
Address: Qcj gI sr-,+fl7
J s
DIVISION OF WATER QUALITY - LEVEL. SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : t u:!'L ?I y S e ; y: s
Contact Person: C .. t F y t-t ?,? -f Phone Number. (qrv ) 7 7 ;r
Level Spreader ID:. -a Z
Level Spreader Length 13 f ft.
Drainage Area . c) j ac.
Impervious Area t-o ac.
Maximum Filter Strip/Buffer Slope 5 %
graw
Max. Discharge from a 10 Year Storm cfs
Max. Discharge to Level Spreader 12:5 cfs
.sr
Filter Strip/Buffer Vegetation _ k curerAr.
Pre-treatment or Bypass Method
REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover).
(thick ground cover or grass, canopied forest with Ioofgtter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is sdtached. If a
requirement has not been met attach an explanation of why. At a minimum, a complete stormwater management plan submittal Indudes
a worksheet for each BMP, design calculations, plans and specifications shoWng all BMPs and outlet structure deter, a detailed
drainage plan and a fully executed operation and maintenance agreement An Incomplete submittal package wig result In a request for
additional information and wig substantially delay final review and approval of the project
Aoolicants Inftiais
wr Level spreader Is at least 131 per cfs for thick ground cover or grass or 100 ft per cis in canopied forest wftit leaf
litter.
Pre-Form Scour Holes are on flat slopes only .
??No structures are located in protected buffers`
If bypass method specified In the Draft Level Spreader Design Option Document:
Bypass method is spe filled Of applicable) and plan detais 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 forthe 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.
• Level spreaders in series can be used on slopes of up to 15% in forested area with leaf ruttier cover or on slopes of up to 250/6 In areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader ca mot be located In Zone 1 of a protected buffer area.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
ProjectName. ' iU1; 4/i c.•?: 1t Contact Person: CAIA-Trru Nam-.Phone Number. I<li j ) 279 j&ZC
Level Spreader ID:. 1; 2.
Level Spreader Length I'll Ef ft
Drainage Area C?, ti y ac.
Impervious Area 0. I -q ac.
Maximum Filter StripSuffer Slope 0"4-
gross
Max. Discharge from a 10 Year Storm 4s i cls
Max. Discharge to Level Spreader 4. t:y cis
Filter Strip/Buffer Vegetation Thu` K =W1,14w
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% far forested, leaf littler cover, 8% for thick grouaf c0ve1)'
(thick ground cover or grass, canopied forest with loaf litter
groundcover)
Pre-treatment or Bypass Method
IL REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is jttsched. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stommuater management plan subidtal Includes
a worksheet for each BMP, design calculations, plans and speaficaflons showing all BMPs and outlet sbuchme deiatls, 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
_ Level spreader is at least 13 fl, per cis for thick ground cover or grass or 100 ft per cis In canopied forest with leaf
titter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified In the Draft Level Spreader Design Option Document:
Bypass method is specified Cif applicable) 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.
* Level spreaders in series can be used on slopes of up to 1596 in forested areas with leaf Nor cover or on slopes of up to 250/6 In areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
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Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 06-1333
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit g Riparian or Watershed Buffer Rules
Section 10 Permit ? Isolated Wetland Permit from DWQ
C'r 01 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:AJA .i.._ N 16" _
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 det. s:hek:Tie
II. Applicant Information 0b
OCT 1 ? 20
1. Owner/Applicant Information DEkr QUAE iT Y
Name: 4?un_c¢4 L(.ke 1&dna4s L.LC s?0 Ha ti',ETL1 rt,.R ?2Gli
Mailing Address: ?o y C rof k I-ant,
HOW :SMS(1 41c 17 7x9 0
Telephone Number: 4/Z7 2 o So 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: C,:rl4-,, Jkn r
Company Affiliation: S -rcwaa r - Pfec? / &L4
Mailing Address: V? cZ,g,.q,k* &J Lt la,"
94l,'44 ffL 2 Zni a
Telephone Number:
E-mail Address:
Fax Number: 77i lee(
Page 5 of 12
III. Project Information
5.
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: l uSC4 n (LL J V;;;: d o
2. T.I.P. Project Number or State Project Number (NCDOT Only): VA
3. Property Identification Number (Tax PIN): O 7 SO - 6 1 - sa 572
4. Location
County: GJgGf P Nearest Town:^sT?S
Subdivision name (include phase/lot number):
Directions to site (include road numbers/names, landmarks, etc.): Ear*
llel„.(04 Lok. A4.3 ,1,va of .rd.,...6 0,,, ,Ye
Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): ON
6. Property size (acres): 14-q3
7. Name of nearest receiving body of water: 1)T To M%oc>LF, GRg V_ l 115ASI#4 ZZ. SlitEAK I
8. River Basin:- We a ye
(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.iic.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/ applicatJion/:_,4a zurf,, ?. um b ,,,J &&w 4, s, a j/<
AOVr,4 Gil.( \/,(t- {- `f?c( t-../ tt
attach a sheet that
°W
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be/used:
b 464 1-0,( F Gh?A J: 14; s? ? ,,Ckl ?P/?; LS._,1,'Lr,r shJ
•
LA (I ,r,2J
11. Explain the purpose of the proposed work:_ Ray;,/e.J,., / K.4J VL um
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. U
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.
iVa
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: 1 Ros??,/a Grn.?C! At E
4/a+/c wcG G/lil /lB J_fB F7,?}rO? n?rAsf`
.4, L,a? .9 a#Ae/ j,/ of n F /C6(fV.v rtry Odgi(.
Page 7of12
IX.
X.
Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No a
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 Nr
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 ?
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 Er 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.
Impact Required
Zone* ,-,p c o,? Multiplier AA;t; af;^..

2 it, .
Total ?IA p
0191-
Zone 1 extends out 30 feet perpendicu
additional 20 feet from the edge of Zone 1.
3 (2 for Catawba)
1.5
the top of the near bank of channel; Zone 2 extends an
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.
Page 11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. sw4gee -,? 4. s:-k w: a d, >1'.0+../
,to L,-.u 4-1 w Sayan U -4e,- CA( ? ??c a ?fJv k, i+- Pat, J,,,_ .
,S,? f1&0% ?eW,AJr •e f4yodmf.
XU. 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.
dL-1A nr U. nGS
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No 2
Is this an after-the-fact permit application? Yes ? No Ey
MV. 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 9
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:
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).
(I I
, G.
pp icant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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,
cenarately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within
100-year Distance to
Nearest Area of
Impact
Site Number Type of Impact (e.g., forested, marsh, Floodplain Stream (acres)
(indicate on map) herbaceous, bog, etc.) es/no linear feet
of
Nn

v
4
w 2Z8 Z.S

., 3
T --
r z
M a CA t Aln 57
-ad LA?+j,J
c.? -'0 rcyret o .O
7 U ao 2
3. List the total acreage (estimated) of all existing wetlands on the property:
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 was, 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
mnct he inrh,rlerl Tn ealenlate acreage- multinlv 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 Impact Impact
Length
linear feet Area of
Impact
acres
r - f .,s• 2,0

?.
15' T -
16

a.

Total Stream Impact (by length and acreage) 0 0.00
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 eyonvatinn_ dredaing_ flnnding_ drainage. bulkheads. etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

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 Imp act (acres : .ao
Wetland Impact (acres):
Open Water Impact acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): O
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes 2rNo .
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.):
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. u e+ /. g&l y-4, ,,.,
1 ^ -<< GLrWf 4, A/yiP/* C/hrr??jr 4iors nr&J/J 4-a ?cce?r c/tif u?' ??s Sifa?
G?? crnrl9r o/s 1„,.,..? at „(ire •fv 'cr g`'.?/.o. ?r6 _... G Sri _te.F Gt
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
http://h2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin., type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.ne.us/wrp/index.litm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
Response to Request for more Information for Tuscany Subdivision.
1. Request for Pemit #26 removed.
2. All impacts hatched for clarity.
3. Lot fronts labeled where needed.
4. A break down of proposed impervious surfaces attached to this submission.
5. - Level spreaders shown on site plan. Worksheets and maintenance agreements
attached with submission.
Impervious surface break-down
Total site area = 16.17ac
Total impervious area = 4.6 ac
Percent impervious = 28.45
Area of Roadway = 44,550sf
Area of curb/gutter = 12,000sf
Area of sidewalks = 11,700sf
Number of Lots = 32
Area of Impervious per lot = 4,128 sf
Per lot break-down
Decks = 228sf
Drives =1000sf
House = 2900sf
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff.
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at /east every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
Print name: ;
title:
4ddress: U<I zl _SA, t1:• ?'?, 1 -„,?
5
Jote: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
____s19? DM .Oa y , a Notary Public for the State of 41,c-? C':&A? ,
',ounty of KA?n , do hereby certify that hn,? .
mrsonally appeared before me this ? q "- day of '4pnj, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
H Dq`''?
s
%0TAY
EAL My commission expires- "t Jas /ao 1 a
Page I of I
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
PROJECT INFORMATION (please complete the following information):
Project Name :
Contact Person:
Level Spreader ID:
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter SbipBuffer Slope
grass
Max. Discharge from a 10 Year Storm
Max. Discharge t0 Level Spreader
Filter Strip/Buffer Vegetation
Pre-treatment or Bypass Method
REQUIRED ITEMS CHECKLIST
ac.
%
12. J79 cis
4- CIS
F'
Phone Number. (41-7 ) 77j
(perpendicular to flow)
(on-sibs and off-site drainage to the level spreader)
(on sibs aid off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground COYBr•
(thick ground cover or grass, canopied forest with kof Itier
groundcover) If 8
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is uleclaedades
requirement has not been met, attach an explanation of wiry. At a minimum, a complete stormwater management plan submittal
a worksheet for each BMP, design calculations, plans and specfications showing all BMPs and outlet structure defaib, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package WO result in a request for
additional Information and will substantially delay final review and approval of the project
Applicants Initials
C Level spreader Is at least 13 R per cis for thick ground cover or grass or 100 it per cts In canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
-No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document;
Bypass method is specified (d applicable) and plan detalls 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.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass ff designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
PROJECT INFORMATION (please
Project Name : iU-he&
Contact Person: -- 44
Level Spreader ID:. 2.,
the following information):
Level Spreader Length it.
Drainage Area .`L ac.
Impervious Area ti. Z ac.
Maximum Filter Ship/Buffer Slope 19- %
grass
Phone Number. 77
(perpendicular to flow)
(on site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf tattier cover, 8% for thick gmuO cover)'
Max. Discharge from a 10 Year Storm 4.81 cfs
Max. Discharge to Level Spreader tie 9 cis
Titer Strip/Buffer Vegetation (thick ground cover or grass, canopied forest with leaf Itter
groundcover)
Pre-treatment or Bypass Method
REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is ed- If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stomtwater management plan subroitthi includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure detats, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package W11 result in a request for
additional information and will substantially delay final review and approval of the project
Atmilcants Initials
Q,6t- _Level spreader Is at least 13 It per cfs for thick ground cover
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document
or grass or 100 ft per cis in canopied forest w1h leaf
Bypass method is specified (d applicable) 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.
' Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf Mercover oron slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader Cannot be located In Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name :
Contact Person: f it,. E:W t Phone Number. (? ]per 1 7& INS
Level Spreader ID:. 3
Level Spreader Length 10 7 ft (perpendicular to flow)
Drainage Area I ac. (on-sib and off-site drainage to the level spreader)
Impervious Area 6136--- ac. (on-site and off-site drainage to the level spreader)
Maximum Filter StripBuffer Slope % (6% for forested, leaf littler cover, 8°/u for thick grouO cover)'
grass
Max. Discharge from a 10 Year Storm 0, JD cfs
Max. Discharge to Level Spreader . e? - - - cis
Filter Strip/Buffer Vegetation
(thick ground cover or grass, canopied forest with lesfItter
groundcover)
Pre-treatment or Bypass Method
IL REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is otteched. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan sutxMitial includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure detail, a detailed
drainage plan and a fully executed operation and maintenance agreement. An Incomplete submittal package Wo result in a request for
additional information and win substantially delay final review and approval of the project
Applicants initials
-f Level spreader Is at least 13 ft per cis for thick ground cover
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document;
or grass or 100 ft per cfs In canopied forest with leaf
Bypass method is specified (if applicable) 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 forthe 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.
' Level spreaders in series can be used on slopes of up to 15% In forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass If designed according to the Draft Level Spreader Design Option Document This potentiallyy requires a
minor variance in protected buffer areas. In any event the second level spreader carmot be located In Zone 1 of a protected buffer area.
1
?i
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. O Co - k 3 3 3
(If anv narticular item is not aoolicable to this oroiect, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
F !Section Section 404 Permit JZ Riparian or Watershed Buffer Rules
10 Permit ? Isolated Wetland Permit from DWQ
0'401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested:__N,JJ(4 4 W i 2 2 (o
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: P
s° ;fig
II. Applicant Information y
1. Owner/Applicant Information
Name: ,,?<,wa4 Lag 4r+-44 UC l :?o HN ROSE )
Mailing Address: ? o y Se } le .e GQ„n " :r f
Telephone Number: 4/Z7 2 o so 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: Crr1t-. V.n-r
Company Affiliation:
Mailing Address: 3t cL.Aam ke Ad f?,'? ?nG
W6 2 7ea3
Telephone Number:
E-mail Address:
Fax Number: 7n Ia(
Page 5 of 12

III. Project Information
5.
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: l uscan y ?I'L
2. T.I.P. Project Number or State Project Number (NCDOT Only): Ufa
3. Property Identification Number (Tax PIN): o 7 so - g l - so s,2
4. Location
County: L./a Nearest Town:_N III 50,..jS
Subdivision name (include phase/lot number): Ty,g-.% 6 -A J,
Directions to site (include road numbers/names, landmarks, etc.): Ear o.(
1? M saa k. Qbt / 4wA of rd"'eZ YID; re
Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): ON
6. Property size (acres): 16-q3
7. Name of nearest receiving body of water: Wr To TA%mZ, r a (,Z ksW 2Z. 5'1K6APta)
8. River Basin: Weuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httl?://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: 6;4,e s _urr .44g 1,1MJJ 4J 41,1d& r,-de
rr /
attach a sheet that
ow
Page 6 of 12

10. Describe the overall project in detail, including the type of equipment to be used:
4 ^?l? 6 I 1 ,N2(? Toil kAd 144:14 S ? ,,? , ..? r; s-?
11. Explain the purpose of the proposed work: 9 or; J,, j,. / 5???.uRr
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. VA
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.
/V
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:
?R vsr(?T ?ro ?r P
41,+ 1,.Jr un?/ nn4rnsr, ?-
ag We (1 .4 C Page 7 of 12

2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact Type of Wetland Located within Distance to Area of
Site Number Type of Impact (e.g., forested, marsh, 100-year
Floodplain Nearest
Stream Impact
(acres)
(indicate on map) herbaceous, bog, etc.) es/no linear feet
of v

w
&don
Forarid e
228
tvvr
r
Z4 iQ1 1::7b rark. 1,44- 57 cz-fyas'
2.70
c). .5. J G o .O
?XMAJ 7 U o-d 2
3. List the total acreage (estimated) of all existing wetlands on the property: yM1
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 Impact Impact
Length
linear feet Area of
Impact
acres
.5"' Z O
-^
71
e-

0'ejo'x
-

Total Stream Impact (by length and acreage) G p,o
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 ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

Total Open Water Impact (acres)
V ? Uri
Page 8 of 12

S E P 1 4 2006
DEN i -1',ATER CIV11TY
V4ETLRMS AIND STCt i, 'd,1TER CRNA ICH
. t
6. List the cumulative impact to all Waters of the U.S. resulting from the proiect:
Stream Impact (acres): .oo
Wetland Impact (acres):
Open Water impact acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): D
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes 2rNo
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.):
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. U et /a onj
L+i AJ rtrdtr +4. 4Vfr X [L. 4C&rt;q r wP?s »..?ti? A.s i[ceu 4; 1NJ or k4 SN4?
/ ? ca0
C, Y c ,,riq e". ;. ../T et C. &re *V lu cr #2"/, . a Ly i J'e&- cf
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 ?? o 2006
y,µ`V
IX.
X.
Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No 9
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 a
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 ?
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 V Yes Z 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.
Impact Re uired
Zone* Multiplier q
/...,....«o F nf\ Hsi*;,.arinn
q!y
2 - 2
Total ggq_
* Zone I extends out 30 feet perpendict
additional 20 feet from the edge of Zone 1.
3 (2 for Catawba)
1.5
the top of the near bank of channel; Zone 2 extends an
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 al appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260.
Page 11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. 1Md.,rr,?f!??r S&Wace -on 4, s,o w: U' 4 Lah./
?,0 l,-.U ,. 2.f2%O +yan u.4," vw , ?-FFC re r?p? ?jc ?e i a- PrTfNt i n -
r ??ro??nt
S4. rlawm wei-1,111
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.
?c?vr? n? 1-011 ?n/;nGS
MR. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No 2-
Is this an after-the-fact permit application? Yes ? No a
MV. 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 9
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/iicwetiands. If no, please provide a short narrative description:
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).
DD icant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
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,
cenarately list impacts due to both structure and floodina.
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
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
of
w d E 6
228
--
h+r z
?' -
4-
5

r 7 v an 2
3. List the total acreage (estimated) of all existing wetlands on the property:
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
miwt he inch,rierl_ Tn 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 Impact-- Impact
Length
linear feet Area of
Impact
acres
2,0
_
_
16
0,60 1-

- -
Total Stream Impact (by length and acreage)
T

U
q

O.od
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 pYr.nvntinn_ dredging- flooding. drainage. bulkheads, etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable) Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Are
acres

Total Open Water Impact (acres)
Page 8of12

6. List the cumulative im act to all Waters of the U.S. resulting from the reject:
Stream Im act (acres): .oo
Wetland Impact (acres): 0-13
Open Water Impact acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): O
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ONo
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.):
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. 4/,.+ /a C-ed sa?.a....
! 1 c enuf 4. A L+X it emrr n r 1"rs 4.0 "ecerf el/NI v r' J4 sti.&
G_([ ern,d-or o14 J. de 4J (mil/It +V ? of peal.-. 4.d -- 1c 6t
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
http://h2o.enr.state.nc.us/ncwetlands/strin3zide.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.
,ter
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP; check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
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Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
vvww saw usace army.mil/wetlands/Permits.html.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at www saw usace.army.miI/wetlands/index.htm1, or contact one of the field offices
listed on page 3 of this application. The website also lists the responsible project manager for each
county in North Carolina and provides additional information regarding the identification and regulation
of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/newetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the . North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 12
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 67 Fed. Reg. 2090 (Jan. 15, 2002), available at
http•/hvww usace army mil/inet/functions/cw/cecwo/rea/2002nwps.pdf. Processing times vary by
permit and begin once the application has been determined to be complete. Please contact the
appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http•//h2o.ehnr.state.nc.us/ncwetlands/fees.htnil. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Telephone: [phone]
Fax: [phone]
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Telephone: [phone]
Fax: [phone]
US Fish and Wildlife Service / National Marine Fisheries Service
US Fish and Wildlife Service US Fish and Wildlife Service National Marine Fisheries Service
Raleigh Field Office Asheville Field Office Habitat Conservation Division
Post Office Box 33726 160 Zillicoa Street Pivers Island
Raleigh, NC 27636-3726 Asheville, NC 28801 Beaufort, NC 28516
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Page 3 of 12
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Page 4 of 12
IT . NUMBER 83
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Transmittal
STEWART-PROCTOR PLLC
ENGINEERING & SURVEYING
319 C.'HAPANOKE ROAD
SUITE 106 2QQ6fi33
RALEIGH, NC 27603
PHONE: [phone]
FAX- [phone]
Date:
Attention:
From:
No. of pages:
?
(Including this cover) AUG ?E.
17
2006
Comment(s): ?osrnQyQUAC?n.
7 s?f-.r s,1? rr1?o
7se4 4ct
4IF

Reply requested: _ Yes - No
r '.
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No. 2 0 6 6 1 3 3 3
(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 fZ Riparian or Watershed Buffer Rules
Section 10 Permit ? Isolated Wetland Permit from DWQ
0,'401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Lq an S 6
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 uhe
I33 R n
II. Applicant Information
AUG 1 7 2006
1. Owner/Applicant Information
Name: s?AQ4 Liar 1&r+ne4f LLB a ,vH•wa,reaQUA??rY
mvhNO S?(1RAAWATFR BRfVvGN
Mailing Address: tjo q Se }a le C re f* `an'.
I.V ? Vae,A6 ,(16 7 7S,2a
Telephone Number: y2 7 10.5-0 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: Cnr??,.A J/,.nr - ------
Company Affiliation: 5 rryi ce ; - Ora.4-,- eLL4
Mailing Address: ?%If' eX,,eneke Zad .LJ. 11)e
Q4l,;41 ttff 27eaa
Telephone Number: 7z.Q 19SS Fax Number: 77t la(
E-mail Address: e- i cs G ce- Q 4 rn 1, 1. e- ft
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: IusC $ SIC, 4
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 0 750 - R I - .50 5.4
4. Location
5.
County: L./a ll e_ Nearest Town: No 14, S,eS
Subdivision name (include phase/lot number): ?vJcana S.-6 J: ?f ..
Directions to site (include road numbers/names, landmarks, etc.): Ear± s•F
Lek. R. J ?I,v+k nF 6J ,eJr 0, r :re
Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): ON
6. Property size (acres): 16.1/3
7. Name of nearest receiving body of water:
8. River Basin: W eu- e
(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: ? e f urrna+Jx t./bo JJ ad P,11,4., +,k S112A/A r,.
rr /
Pt-
attach a sheet that
aW
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used:
f ? T QL_F_fVaJ G,- ? (?'?i+??s_? ?riic? /('^-r? /?i7sc1 sr?
?aJ
11. Explain the purpose of the proposed work: &6d y. r .
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. WA
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(fA
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: I R
G?.+t..JV r,?' 1 /?EI/fL? t]/' nn??f ( Nt)/ a (ri.?. Eta ?ocio/ n
14J tied of R,}Ir/ algftf n r AiGkf
Page 7 of 12
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No 0-
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 V Yes Z 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.
I Required
Im act
Zone* Multiplier XX.+:-+;,,„
,,q J 3 (2 for Catawba)
i0 a 1.5
Total 1 ?4 0B9I I
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260./
Page 11 of 12
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,
se aratel list im acts due to both structure and floodin 9-
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
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)
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v 6-00 -I
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3. List the total acreage (estimated) of all existing wetlands on the property: y.'lg1
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 Impact Impact
Length
linear feet Area of
Impact
acres
wr ,
'i cS O .

Total Stream Impact (by length and acreage) a p.od
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 ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean, etc. Area of
Impact
acres

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): .ao
Wetland Impact (acres):
Open Water Impact acres):
Total Impact to Waters of the U.S. (acres)
Total Stream Impact (linear feet): O
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes 2rNo
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.):
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. Qe+ 1.64 c.*t
l °- .J Genf 4. IL 6 tge ag were mo-JV .l.n aecer_r ;rest vf- w4 Sited
(a ?? cfnr?nT? M sf eJ (, fire 4v V . r #Zrr'2/®. n? Q fty Meryl Je'F tt
??/p ? ??r4?ne CtA1V? r ?Ivsi •l/G
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
http://h2o.enr.state.nc.us/ncwetlands/strm idg e.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.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at http://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 10 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. 1'mornN&&r
h, Ll--U cL w IYA0 SIyem LLI-e- vJ/( 4s T Q.i
S4,ft.n. vek)AAJS •i X4ft&wit
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.
-rd vh pr u,/ qS
XIU. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No 2-
Is this an after-the-fact permit application? Yes ? No a
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 9
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
httn://h2o.enr.state.nc.us/ncwetiands. If no, please provide a short narrative description:
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).

Appl' ant/Agent's Signature -- / Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12

+
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29@120MR0
AUG 1 7 2006
nENR - ?NATE QUALITY
NEIIANDSAND STC?Ryq SYNCH
of W ATF9
M_ QG
cn r
> -?
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
www.saw.usace.army.miI/wetlands/Permits.htmi.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at www.saxv.usace.ariny.mil/wetlands/index.html,, or contact one of the field offices
listed on page 3 of this application. The website also lists the responsible project manager for each
county in North Carolina and provides additional information regarding the identification and regulation
of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 12
Coastal Area Management Act (CAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listed on page 4) the applicant should contact the North Carolina Division of
Coastal Management (DCM). DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 67 Fed. Reg. 2090 (Jan. 15, 2002), available at
http•//www usace army.mil/inet/functions/cw/cecwo/rea/2002nyls.pdf. Processing times vary by
permit and begin once the application has been determined to be complete. Please contact the
appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/newetlands/fees.htmi. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg
151 Patton Avenue Ashe Cherokee Iredell Mitchell
Room 208 Avery Clay Jackson Polk
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699-1650
Telephone: [phone]
Fax: [phone]
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
Division of Water Quality
Ecosystem Enhancement Program
1652 Mail Service Center
Raleigh, NC 27699-1652
Telephone: [phone]
Fax: [phone]
h and Wildlife Service / National M
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
Pitt
Tyrrell
Washington
Wayne
Swain
Transylvania
Union
Watauga
Yancey
*Croatan National Forest Only
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 276994617
Telephone: [phone]
Fax: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 12

CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1- 4.
Page 4 of 12
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT 2
The level spreader is defined as an elongated, level threshold, designed to diffuse stormwater runoff. 1 3
33
Maintenance activities shall be performed as follows:
1. After construction and until vegetation has been established, level spreader(s) shall be inspected after
every rainfall. Thereafter, level spreader(s) shall be inspected at least every month and more
frequently during the fall season and after heavy rainfall events:
a. Accumulated sediment, leaves, and trash shall be removed, and repairs made if required.
b. Inspect level spreader(s) for evidence of scour, undercutting, settlement of the structure, and
concentrated flows downhill from the level spreader(s).
c. A level elevation shall be maintained across the entire flow-spreading structure at all times.
Repair or replace the level spreader if it Is damaged.
d. Mow vegetative cover to a height of six (6) inches and prune plants if they cover over half of the
level spreader surface.
e. Repair eroded areas and replace/replant dead or damaged vegetation.
2. The contractor should avoid the placement of any material on and prevent construction traffic across
the structure. If the measure is damaged by construction traffic, it shall be repaired immediately.
3. Inspect and repair the collection system (e.g., catch basins, pipes, swales, riprap) four (4) times a year
to maintain proper functioning.
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance
procedures listed above. I agree to notify DWQ of any problems with the system or prior to any changes to
the system or responsible party.
?1,,,
Print name:
Title: 0, ire
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
I, _dV0 "- ' a. Dayi" a Notary Public for the State of
County of `?A)n k e - , do hereby certify that nv vS
personally appeared before me this 114"- day of r?1-?,.? a noL2 , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
NOTARY
p jjgL%G v
SEAL
My commission expires N J as /ao 10
Page 1 of l
Address: Qo, q 5g-r l o L.-„sz
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please
Project Name : t ri: e'c; n v
Contact Person: C .., t a a
Level Spreader ID:. -tit I
the following information):
Phone Number. c,
Level Spreader Length 13 l ft
Drainage Area 3-6C ac.
Impervious Area t,(" ac.
Maximum Filter Strip/Buffer Slope 5 %
grass
Max. Discharge from a 10 Year Storm i 2 . 5 y cis
Max. Discharge to Level Spreader i?_ cfs
Filter StripBuffer Vegetation 1W c-k coveeAr -mot
Pre-treatment or Bypass Method
REQUIRED ITEMS CHECKLIST
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cow)*
(thick ground cover or grass, canopied forest with loaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is seed. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stomrwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and speclfications showing all BMPs and outlet struclm detaUs, a detailed
drainage plan and a fully executed operation and maintenance agreement An Incomplete submittal package a result in a request for
additional information and wDl substantially delay final review and approval of the project
Aooticants Initials
wr Level spreader is at least 131 per cis for thick ground cover or grass or 100 tt per cis in canopied trod ?* leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are located in protected buffers*
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified Of applicable) 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 forthe 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.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass N designed according to the Draft Level Spreader Design Option Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.

DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name: 1 u `rill S4 4r1??+;? wn -
Contact Person: ('A 1:21-Ta u l-I„u- Phone Number.
Level Spreader ID:. $ 2
Level Spreader Length 1? Ll ft.
Drainage Area 01 "/q ac.
Impervious Area 0. 5`y Be.
Maximum Filter Strip/Buffer Slope 01.4- %
gram
Max. Discharge from a 10 Year Storm q, s y' cis
Max. Discharge to Level Spreader .11 1? cis
Filter Ship/Buffer Vegetation TA:a A &jxw4 v
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 80A for thick ground cover)'
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method
11. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following 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 stomwnter management plan submittal Includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure detA 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 wtlt substantially delay trial review and approval of the pmjed.
Applicants Initials
_ Level spreader is at least 13 It per cfs for thick ground cover or grass or i ft per cis in canopied forest with leaf
litter.
Pre-Form Scour Holes are on flat slopes only
No structures are looted in protected buffers'
If bypass method specified in the Draft Level Spreader Design Option Document:
Bypass method is specified ('d applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter ship is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details forthe 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.
• Level spreaders in series can be used on slopes of up to 15% in forested area with leaf littler cover or on slopes of up to 25% In areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Optbn Document This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be lasted in Zone 1 of a protected buffer area.
EET NUMBER 83 83
(Joins sheet 75)
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LEVEL SPREADER SIZING FOR TUSCANY SUBDIVISION
LEVEL SPREADER NUMBER DRAINAGE AREA RAINFALL INTENSITY C VALUE Q VALUE MULTIPLIER LINEAR FEET OF SPREADER REQUIRED
1 3.06 7.22 0.57 12.59 13 164
2 0.94 7.22 0.72 4.89 13 64
DWQ# 0 G- 3 Date 1?' l S -d G Who Reviewed
Plan Deta117ncomplete
[J Please provide a location map for the project.
[] Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
?•
11
11
13
Please show all wetland impacts including fill slopes on the site plan. ?,.. p .o Gf rr5 i
(1 e Sy,?'{---'t° '??.?"t? ?f?-l,cr Y?•a?Cc..'??l?Q ??
Please indicate all buffer impacts on the site plan. 7 rr __/I ,' / G
Please indicate proposed lot layout as overlays on the site plan. C "T
Please indicate the location of the protected buffers as everfays on the site plan.
Please locate ell isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
Please provide cross section details showing the provisions for aquatic life passage.
Please locate any planned-sewer lines on the site plan.
Please provide the location of any proposed stormwater management practices as required by GC
Please provide detail for the stormwater maaaganent practices as required by GC
P} ease specify the percent of ject imperviousness area base4 on the ogtimated built-out conditions.-- 14 `z ?-2 r "1
l1- 1?- ?o ' -" we, huu 3 sc ?ri` vtt,acj Fvyf -1.7 ri VLt1 ?' l?? ??.s vY?
Plowe,indicate all stomlwatef o4tfalls on the sit* p1aA.
? - ig Oj 1 f f: > 2-tj
Z /PV r;
PleT'indicato the diffuse flow vision measures on the site p &
rye 5t.te-? ?rCp 0 r TV, r U
Please indicate whether or not the proposed impacts already been conducted.
Avoidance•andlor Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the . or provide additional
information as to why it is necessary for this project
? This Office believes that the labeled on the plans as can be moved, or reconfigured to avoid the impacts to the
. Please revise the plans to avoid thq impacts.
?. This'Office believes that the •labeled on the plans as- can be moved or reconfigured to;minimize the impacts to 'the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will. not provide di8'pso flow through the buffer because
. Plano revise the plans and provido calculations to show that diffuseflow will be achieved through the entirebuffer. If it
is not possible, to achievo•diffuse flow through.tho entire buffer then it may be necessaryto provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the. buffer.
Other \..?` ?°'` ?- ? •
? . The, application fee was insufficient because over 150 feet of stream and/or over 1 acrdof wetland' impacts ere requested Please
provide S .' This additional fee must be roceived before your application can be reviewed
? Pleasse complete Section(s) on the application -
? Please provide a signed copy of the application.'
? Please provide copies of the application, . copies of-the site plans and other supporting information:
? Please submit electronic CAD files showing ; via einail to ianxncmiHan@nc'maU].net and M
Mitigation
' ? of compensatorymitigation is required for this project Tleaso provide-a compensatory mitigation plan. The
plan must conform to themr quirements in 15 A NCAC 2I•i.0500. and must be appropriate to the type-of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project
?? ??
1?Z
l?

? .-? .-?

.
,
t.

_-;
;-
?_ ;
L .^ ?
?'
DWQ# 2o0.6 13 3 3
T
Plan Detail Incomplete
Date )o -17-06
i
who P eviewed: V, ? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
?. Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, -streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions fnr aquatic life passage.
? Please locate any plaaned•sewer lines on the sife plan.
? Please provide the location of any proposed stormwater management practices as required by QC
? Please provide detail for the stormwater management practices as required by CC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwat joi}tf & on the sito phi. < 4-) ex ef
Pleasofndicato the diffuse flowprovision measures on the site plan.
• i ti,? ? ?ti eR ?n 5;•( ? (?.(,?.? • fv? i w?,CY . ?" (-? {? ?tise ?-s-?' ?-t^•s:Sg . • _ .
? Please indicate whether or not the proposed impacts alreadAcen conducted.
Avoidsnce•and/or Mlnfmization Not Provided
Q The labeled as on the plans does not appear to be necessary. Please eliminate the . or provide additional
information as to why it is necessary for this project .
? This Office believes that the labeled on the plans as can be moved, or reconfigured to avoid the impacts to the
. Please revise the plans to avoid thq impacts.
Q. This'Offico believes that the .labeled on' the plans as• can be moved or reconfigured to:minimize the impacts tp'the
. Please revise the plans to.minfi ize the impacts.
The stormwater discharges at the location on the plans labeled will.not provide diffpse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the emdrebuffer. If it
is not possible to achieve•difluse flow through.the entire buffer'then it maybe necessarytoprovide stormwatw management
practices that remove nutrients before the stormwater can be discharged through the buffer. .
Other

?. The application fee was insuffieient.beeauso over 150 feet of stream and/or over 1 acre oi`wetland'impacts were requested. Please
provide $ This additional fee must be received before your application can be reviewed.
? Pleasse complete Section(s) on the application. -
? Please provide a signed copy of the application.'
? Please provide _ copies of the application, . copies of-the site plims and other supporting information,
? Please submit electronic CAD files showing ; vie: einail to ian.mcmillan©ncmail.net and M
Mitigation
? of compensatory mitigation is required for this project.'Please provide'a cpmpensatorymitigation plan. The
plan must conform to tharequirements in 15 A NCAC 2H .0500 and must be appropriate to the type-of impacts proposed.
Please indicate which 404 Permit the USACE would use to authorize this project. /t
-?? Y v12 a ?I'2ct ?C"GQ.oaM (tomJr`o /u•, S Co vet
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CAIC- ` r?
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?? n
DWQ# 0 6.- j 3 3 Date 1?' l S -C' ra
Plan Detall7ncompiete
? Please provide a location map for the project-
13
?•
ri
Who Reviewed: ///// L /C?BL
Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the siteplan.
Please show all wetland impacts including fill slopes on the site plan. - ?.. p.a G!'a5 i '?=
Please indicate all buffer impacts on the site plan. d S
Please indicate proposed lot layout as overlays on the site plan.-??`yL
Gyv..tr ?? ?a.s.L?YW ' ./
Please indicate the location of the protected buffos as overlays on the site plan.
Please locate all isolated or non-isolated wetlands, -streams and other waters of the State as overlays on the site plan.
Please provide cross section details showing the provisions for aquatic life passage.
Plesse locate any planned-sewer lines on the site plan.
Please provide the location of any proposed stormwater management practices as required by OC
Please provide detail for the stormwater management practices as required by CC
Please specify the percent of °'Jett imperviousness area bas«4on the cohnated built-out conditions.- lZ `t c 2 Y?
u? f 1,? arr. Zf- wo h j A 44.1, vtti,ay ?„vrpr, n t1,' li.0 r1.s /--a v4-
.<-Please indicate all stormwater ptfalls on the sita I t > 2-o
PIe vindicate the difibse flow p vision measures on the site p -L c,(?r, U,,
e S i, e r e .?-role, 0 T^ Q,?s?' ?t^-+ Y U 1CS??to
Please indicate whether or not the proposed impacts already been conducted.
Avoidance.andlor hOdmization Not Provided
? Tho labeled as on the plans does not appear to be accessary. Please eliminate the . or provide additional
infomration as to why it is necessary for this project .
? This Office belie' that the labeled on the plans as can be move4 or reconfigured to avoid the impacts to the
. Please revise the plans to avoid the impacts.
?. - This'Office believees that the .labeled on the plans as can be moved or reconfigured to...minimize the impacts to'the
. Please revise the plains to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the endrebuffer. If it
is not possible to achievo. diffuse flow through. the entire buffer then it maybe necessaryto provide stormwater management
practices that remove nutrients .bcforo the stormwater can be discharged through tho, baffe r
ler W,
Otlier
C.at' Q 5 }?o.o i e-? rt,.re,e? eGo zm The application fee was insuffeient because over 150 feet of stream andlor.over 1 a wedandimpacts requested Please,
provide This additional fee must be receive4 before your application can be reviewed
? Please complete Section(s) on the application - n '
? Please provide a signed copy of the application.'
? Please provide copies of the application, . copies of-the siteplsas and other supporting information:
? Please submit electronic CAD files showing ; via'einag to [e-mail] and CD:
Mitigation
? of compensatory mitigation is required for this projbct. Please providea compensatory mitigation plan. The
plan must conform to tharequirements in 15 A NCAC 213.0500 and must be appropriate to the type-of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
"pFas Fti
UNITED STATES
DEPARTMENT OF T HE INTERIOR
GEOLOGICAL SURVEY 78 ° 2'30"
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<unuav vARINgI Control by USGS, NOSINOAA, and North Carolina Geodetic Survey 3 1399)
O R'"~''" - O ~hh 0 ~ taken 1973. Field checked published shed by the Geological Survey Topography by photo ram * I SCAIA 12400 1-- ' ~ reel course ~ i , 47'30 - - a rpl INTERIOR -G OLOGICAL SUAVEY,AESTO
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t 23 MIL S I 1927 North American Datum. CONTOUR IN If RvAL 10 FEET hard surface or
W The difference between 1927 North American Dn NATIONAL GEODETIC vE tTICAL DATUM OF 1929 Datum of 1983 fNAD' 831 for 7.5-minute intersections i 1987 Bulletm 1875. The NAD 83 IS Shown by dashed C r 5 given in USGS UTM GRID AND T CENTER 0 nee tiCl(S DECLINATION AT OF SHEET NORTH Secondary highway, - hard surface
- - - Unimproved road Interstate Route j N g x
Red tint indicates areas in which only landmark buildings are shown Revisions Route O State Route m
shown in purple and woodland compiled in THIS MAP COMPLIES WITH Nn110NA There may be private inholdings within the boundar cooperation with State of North Carolina MAP ACCURACY STANDARD
les of agencies from FOR SALE BY U S. GEOLOGICAL SURVEY S the National or State reservations shown on this ma aerial photographs taken 1984 and other so DENVER, p urces. This COLORADO 80225 OR RESTON, VIRGINIA 22092 ru rADkANGLE 'CATION mN
furpl- h;Ih hing Indicates areas to be information not field checked Map edited 19,97 A FOLDER DESCRIBING TOPOGRAPHIC MAPS . ',ubnlclkell .AND SYMBOLS IS AVAILABLE ON REQUEST APEX N. II Map photomspected 1988 C. C3
~•r` EQUEST No major Culture or drainaoP rh~~ 35078-F7-TF-024 ~ C:)

_ _ _ _
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~~s ` ` . ~'~s, UNITED STATES ~ ~ G 6 1 ~ ~ s~ ~~i f t r Vin` ~ ~ ~ s' ~
ti~~ DEPARTMENT OF THE 1NT RIGR %~t'. L ~ t„ APEX QUADRANGLE
F( GEOLOG[CAL SURVEY NORTH CAROLINA-WAKE CO. "E~~ P~
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CCQ vMFMFRf SPERUL -ALL STREET INTX. SHALL HAVE A 25 RADIUS ALONG THE R,O,W. Z
C I,5' 9AERwAE WS 5-9.58 -ALL STREET INTR. SHALL HAVE A 30 RADIUS ALONG THE B.O,C. O
zo• 5' 5. 51' RIGHT OF WAY 5' 5' 2 G 155' S1101Nf MY 95~ z~' e-e ~ p 5.5•SVERrY(uAtR-25.88 BUILDING SETBACKS -ALL STREET CUL-DE-SACS SHALL HAVE A R.O.W. RADIUS OF 50' ~ Z
5" 23' C PVM'T. v • 5~ YRO~ wR 0E7sM rGGRFS~,C 5KC CpASE TowN o F H o LLY SPRINGS GENERAL SITE NOTES: z" ,/z ~ z o AND A B•O.C. RADIUS OF 40', w
I i, r ~/4"/ fT, 1/4"/ FT. liyFt 3:1 SLOP R 2'-8" CartRnS °uR5 Nq WIIER Feu ~ SITE CURRENTLY IS FALLOW AND VACANT _ SDK FRONT 30' -POND TO BE REMOVED. a- .
3:1 SLOPE ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF HOLLY -ALL STORM CROSS DRAINAGE PIPES SHALL BE DESIGNED LY
cur wITHg~" ~ SIDE 6' TO HANDLE THE 25 YEAR STORM. DENOTES WETLANDS -ALL STORM DRAINAGE PIPES SHALL HAVE A F.E.S. AT THE OUTLET.
v 0 SPRINGS DESIGN AND CONSTRUCTION STANDARDS TYPICAL CROSS SECTION o ER~,Y ~ AGGREGATE 20 ALL NECESSARY APPROVALS, STATE AND LOCAL, SHALL BE OBTAINED 0 ' CORNER 30' ~0 OBTAINED -ALL STORM DRAINAGE PIPES SHALL HAVE A
WITH SIDEWALK ~:Ra'[~fMCDGtSI°P[SMSk1WLE55°,~RMStN°I[8. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. S ENERGY DISSIPATOR AT THE OUTLET. tij/T
NTS ALL NECESSARY ENCROACHMENT AGREEMENTS SHALL BE OBTAINED STAINED -ALL STORM DRAINAGE PIPES SHALL 8E RCP MATERIAL ti
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. - - - y •J
CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTIG 0 ONSTRUCTION o
OF THIS PROJECT CAN BEGIN. ALSO, ALL DEVELOPMENT FEES ExK,rlG !5' a - R/w rwam mlox na SA.C. - ,i7 L SITE _ES
25s• ~ r s• ALL EASEMENTS CONTAINING BMP'S TO BE PRIVATE (ACREAGE, FEE-IN-LIEU OF ASSESSMENT, AND INSPECTION FEES) 1 FEES
zl sun svx. A i YA Ws; ARE DUE PRIOR TO FINAL CONSTRUCTION DRAWING APPROVAL .e sure rrtr5RRS5 °""0-I!°'~ S l/AL ~ o~ ~ o G
cur - I• CONTRACTOR SHALL VERIFY THE ABOVE AN BELD'N GROUND LOCATION ° CL ~ , ALL IJEW UTILITY LINES MUST BE UNDERGROUND. D D LOCATION ~ 5 - ~
cw,or Poir~ OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION 'TRUCTION W ~0 Ev Z ~P
CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTINL TYPICAL CROSS SECTION x~~~ CONFLICTING E~ ~ 0 0~ ~ ~ ~ ~
2r SUkINM Yp( S.e~ C.t,uY SUNSET LAKE ROAD IMPROVEMENTS NT UTILITIES WITH THE APPROPRIATE UTILITY COMPANY AND/OR AUTHORIT R AUTHORITY ~ ~0 ~ . R F r- ~ _
J CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR PRIDR ~ _ o ~ to ,1~ ~ - ~ ~
TD THE START OF CONSTRUCTION NOTE - A SIGN PERMIT IS REQUIRED PR10R TD INSTALLATION ~ ~ a ~N ~ ~
SUNSET LAKE ROAD of ANY sICNAGE. ~ ~ ~ ? ~ ~
~ ~ ~ ~ / ~ ~ ,i~
ROAD UPGRADE / ~ ~ ~ ~ ~ VICINITY MAP no scale ,5 ~ ~ ( ) /
/ % Q
RW= 100 ~ o ~NOrES.~ ~ ~ I a'~ W
ROADSECTION = 74 B-B ~ I I r 1 O0 Z M
W~5 CONC. SIDEWALK ~ ~ I / ~ F"~, -ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA I ~ ~ I / ~ .Z OC
. ' / LS #1 N Z DEPARTMENT OF TRANSPORTATION STANDARDS I I I ,8 / ~ I / ~ 64 LEVE w w ~ W -WATER WILL WILL BE PROVIDED BY THE TOWN OF HOLLY SPRINGS.
I I ~ I O w z 'SPREADER Z z p Z. Z U
FRANCS FL'`ORENCE'I~VING~ 1, 6 ~ I I I 1, / Q N -SANITARY SEWER WILL BE PROVIDED BY TOWN OF HOLLY SPRINGS. ~ N ~o N > Q ~ I ~ I ~ ( I ~ , /Q p N m J Z ~ -ALL TOWN OF HOLLY SPRINGS EROSION CONTROL MEASURES WILL BE
Z NIN ~ : R= 0 G 30,' . ~ / a~ 1 L_ ~ _ _ _ _ J L _ _ , ` m ~ ~ ~ COMPLIED WITH DURING CONSTRUCTION
AT/ N UANTITY AN PLACEMENT OF DRAINAGE VA E Loc o , D D C NT ; L~ ~/p ~ ~ ~ N ~ ~ N ~ -ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH
P/PES AND EROSION CONTROL DEVICES MAY VARY ~ 1 ; SINGLE,.HANDICA, RAMP ~ Z - ~ ~ A ~ ,DURING CONSTRUCTION
TO BETTER CONFORM TO FIELD CONDITIONS. ~ ~ ~ ( P C L) aa' ~ _ ~ ~ ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED
~ ~ 1J 0 CB \ Q ~ 1 ~ ~ ~ TO, THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL 19+ PIPE, +70.84
iCL .56 piPE _ ie ~,1. TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND ~ ~ ~ ~yi
, ..J ~ ALL WORK AND .MATERIALS SHALL CONFORM TO ~ ~ ~ / ; ~,a 10 ~ p~P~' 6 -%ti ~ ~ , ~ SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS. PAP © . ~
THE STANDARDS AND SPECIFICATIONS OF TOWN ~ A / ~ ' I OF HOLLY SPRINGS. THE CONTRACTOR ~ A - ~ 8,~ ~ X25 ~ ' ' r^ -CONTOUR INTERVAL IS 2' ,25 ~ I
~ SHALL OBTAIN A COPY OF THESE STANOAROS _ C ~ \ ~ , ~ + DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS 10 a ~M ~ _ ('RAINING 4 ACR R 4 T AN HA H WN N THE
PRIOR TO CONSTRUCTION. ~ ; A \ ~ ~ , ~i \ \ 4 ~ ? / 1 ES 0 LOS D S LL BE S 0 0 CB# ~ ~ x 0- / ~ - ,CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER
/ ~ .Pr ` q-~ Fi SUQH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED-
r ~ ~ ~ PERMANENT COMMON OPEN SPACE NOT DESIGNATED AS UTILITY AREAS
3 . ~ v v ' "q -~~ti0,-'% SHALL BE KEPT IN THEIR NATURAL STATE AND DESIGNATED AS
\ ~ i ~~6Y . ~ V ~ % ' - - ~ ~ AR F R TH N RVATI N F NAT RA AN W AR AS. ~ F I EAS 0 E CO SE 0 0 U L D OODED E
1 ~ 2~ -y- - ~ ; • - ~yq- ~ ~ ~ -CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION
1 ~ ,6 , 0 ~ G8 , ~ • / ~ ' F ON THIS PROJECT MAY BEGIN
~ ~ R \ i ~ ? ~ 11 . q - - ~ -LOCATION OF STREET TREES AND STREET LIGHTING WILL BE FIELD- .
i-~ , ,i 2~ ~ - , a ~ ` COORDINATED TO ELIMINATE CONFLICT
~ ~ ~,i ~ ~ ptC ~ ~5*~ 1 ~ ~ f 1V - --i _ - N(ATER SERVICE SHALL BE EQUIPPED WITH APRESSURE-REDUCER VALVE - "
- , ~ E IMPACT SUMMARY 1 ,1 1 r ~ ~ ON THE PRIVATE SIDE OF THE METER -4
Ft. INL EAR Ft, ~ I _ ~ 2 t ~ 2 - - _ ~ ~ ~ LIHTING PLAN TO BE DON BY PROGR S ENERGY ~ ~ ~ F ~ E ES I H
- - - JW 99 - ~ - - Re; ~ - FEE-IN-LIEU OF LAND DEDICATION WILL BE RECOMMENDED AT THE RATE 1 _ I ~ 20
~ t.5'` 1 9 G g _ U r ~ ~ ~ ~ ©F X904.00 PER LOT, r I ~ NF I ` ~ - MAINT NAN F P N PA AN P N HA TH R PONSIBILITY ~ ; E CE 0 0 E S CE D 0 D S LL BE E ES
y'2 t4~ci~ Q~P C'1 ~ I ~ ' 0 P~ - I I / / , " ~ F TH I ; 0 E HOME OWNER ASSOCIATON.
IMPACT SUMMARY #2 ~ ~ ask ~ ~ _ s ~ ~ ,ox ~o ~ p,C ~ ~ I I~ - I I-. / ~ / / ~ ~ -ALL STREET INTX, SHALL HAVE A 25' RADIUS ALONG THE R.O.W.
TYPE Ft. (NEAR Ft. ~ ~ ~ os , ~~P kpp ~ ~ ' ~ ~i \ 1. - ~ , `l. I / / ~ - A TR T INTX. HA H4V~~ A 30' RADIUS ALONG ThE t.U.H. I ` _ LL S EE S LL _
w 2 757 - o - - - ~ kp / ~ g~. ~ ~ I I' `'1' - A TR T INTX HA HAV A 1' RI HT F WAY . 9` LLS EE S LL E 5 G 0 S
~ - . , 1..~- 1 P I ~1 / ~ / ~,1 ~e / / `."O -ALL. STREET INTX. SHALL HAVE A 27 BACK TO BACK CURB AND GUTTER
1' k0 ~ _1 7 ~VEC ~ IMPACT SUMMARY 3 ~ ~ $ V~~.-, PR DER ~ ~ _ J ' I . ~ ti? I I / / ~ F ~ U ~ ~ CROSS SECTION.
2 '~y 12 v _ J / ~ Q ~ / / 20~. /
Ft. IN R Ft. 1 pia ` ~ ~ \ j'- ~ J - F 4 A / ~ ~~koo ~ 1 q ~ ~ \ .1- " ~ FRONT',, / / ~ ~ i FRONT',, ~ F ~ / / / ~ ~ PLACEMENT OF FILL MATERIAL IN AlL ROADWAYS
JW 1,323 - C ~ C8# C I ~ ~ _ >tir ~ ~ _ ~ FILL MATERIAL SHALL BE FREE FROM CONSTRUCTION
- Op Q~ ` i ~ ~ / P~~ ~ ~ ~ ~ MATERIAL, DEBRIS, FROZEN MATERIAL, ORGANIC
IMPACT SUMMARY ~4 ~0 ~ ~ , ~ v PIPE .a F ~ / y ~ i ' ? ; ~ MATTER OR UNSTABLE MATERIAL FOR THE TOP TWO PIPE .R ~ ~ / / ~ ~iyT / ~ ~ 0~~ FEET BELOW FINISHED SUBGRADE, NO FILL MATERIAL
2 ~ A A ~ i ~ i +p0 TYPE Ft. IN AR Ft. \ i ~ i ~ ~ - C~~' " 0' ~ SHALL BE USED WEIGHING LESS THAN 100 POUNDS PER 8 Tag ~ ~
JW 237 - L ~ 1 ~ i 1 I ~ , Aia ~ ~ ~ P ' i ~ ~ CUBIC FOOT. THE TOP TWO FEET OF BACKFILL MATERIAL
1 \ ~ I .I ~ Q ~ , FS ~ ~ ~ P i _ '~~p A SHALL BE FREE FROM STONES GREATER THAN 4 INCHES. ~ ~ 0~ ie i N
IMPACT SUMMARY ~5 V" 1 ~ V / Q 3 ~ ~ ~ I I / ~ EWER FOR ALL AREAS UNDER A PROPOSED ROADWAY, THE TOP 12" u~ ip~P ~ - ~ OF SUBBASE, AND THE ENTIRE BASE COURSE SHALL 8E
s ~ 2 TYPE Ft. INE~AR Ft. A: ~ L_ _ ~ ~ P COMPACTED TO A DENSITY OF 100% MAXIMUM STANDARD
t a . - ~ ~ JW 1.304 - ~ ~ A t~ ao / ~ '~-I ti°j~ .-ice ~ ~ ~ qtr PR TOR DRY ENSITY AS DETERMINED BY AASHTO METHOD ~ a #7 - - OC D ~ - ~ ~ T99. FOR THAT PORTION OF FILL UNDER ROADWAYS AND
~ ~ ~ / ~ u ~C~~k°'~•1~ ~ ~ 11 I I 1 ~ ~ GB#~g ~ , _ ~ EXTENDING AT A SLOPE OF 1 TO 1 BEYOND THE BACK OF
TEMP. IMPACT SUMMARY ~6 ~ ~ ~ ~ goo _ _ ~,3 0 , I I a' ~ _.._,-y~ CURB, COMPACT 10 A DENISTY OF NO LESS THAN 95%
~ e TYPE Ft. (NEAR Ft. ~ ~ CB 15 p~ - ~ ~ l I" , ~5 a~• LS OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY AS I % ~ ~a4'~ L L -'-r? ~ DETERMINED BY AASHTO METHOD T99. FILL MATERIAL 5
JW 834 - s+ao n; , ~ / ;n s' ~ ' v ' } ~ 24' I R5. " ~-"~~SPREA, R ~ SHALL BE PLACED IN LIFTS OF 8" OR LESS OF
NB Z1 1 260 - \ ~ '~S / ~ ~ o s ,a p.~ , ~ ; ~n ~ O, / ~ ~ CB~1.4 ~e ~ ~ Z2 825 y - / ~ ~ Q < ,ti y A' ' I ~I I' I,- ~Q~ ~ N MPA T I e ~ ~ ~ y U CO C ED SO L. :I ~ Z 0
CH 70 20 Q G~ / ~~x k ~ ;v I ~ ~#2p W p t~ OTHER FILL MATERIAL SHALL BE COMPACTED TO A I ~ ~i ~ W 0 ~ ~ DENSITY OF NO LESS THAN 90% OF THE MAXIMUM
\ C~ ~ ~ ' _ ~ f~O,U E MAN D R .Y~ ' I ~ ~ .E - - W Z . ZO ~ ~ aG STANDARD PROCTOR DRY DENSITY AS DETERMINED
TEMP, IMPA T UMMARY 7 ~ ~ / / / AI( ~ ~ ~ ~ z ~ -o / / - 2 6 ~ _ p, - ~ - ~ p ~ ~ 2 ~ BY AASHTO METHOD T99. BACKFILL MATER L S LL
~ 30 / TYPE Ft. LINEAR Ft. , ~ A ,A (n / / ~I~ / ~ _ ' - ~ ~ _ A ~ ; ~ ~ _ _ ~ ~ N ~ 2 ~ BE PLACED IN LIFTS OF 12 OR LESS OF UNCOMPACTED . ~ ~ ~IMPACT~~a _ ~ m ~ ~ ~ ~1,__--~~ ' ~ m d a I-540) SOIL.
;~29 ' I ~ Jw 3,sas - ~ / ~ - _ ~ / 1 ~ Y - _ ~ ~ d Z SSWA ~ - - / `L~ y E xPRE
NB Z1 1,201 - / Z2 803 - _ / ~ I 2 8- ~ ,l _ _ - ' _ ,5 E N WAK - 0~"- - ~ R U . _ pR R~ FO
_ _ - ~-1 Z3 1,754 - - A '--~-1 L 'I~ I 1 - - / / 2T / 'pF ~ ~ ~ -
CH 100 20 _ A ~ - - / _ 1, / I '1 OFF
~L_-. _ - - / ~ - J - - _ _ ~F ~ ,
' ~ _ _ _ ~Q~ -
-
- ~ N/F-,- -
- "I - ~ ,w CA eye ' ~ ; ~ ~N R~ e~
~P NC DEPARTMENT,-f~F TRANS ORTATION s 0~•~"ES ~ a ~ of ~O,y.'L.9 by
ZQNING: ~~-30 .r , - ~ ~ =c " - ' 1 ~ = SEAL.
Impervious surface break-down ~ ~ ~ VA~ENT - - 100 100 OCJ YR F~b00 ELEV 22o2a ~
- - - - B U FE - R-- _ E 0~ F UFFER ~O~F R/W F
Tota] site area = 1 • _ - 617ac , ti P..~
Total im - - _ ~ - ~ _ _ - perviousarea - 4,6 ac - - ~.qF . - C L. S'~
Perce - - - nt >;mpernous - 28.45 ~ _ - - ~5~ ,
~ ,
- ~ " . S~ RE
EX Area of Roadwa = ~ . ~~ti.--~ " ~.E y 44,SSOsf W A EX ~ ~ P~
Area ofcurb/ tt r = ~ - - - - - ~N gu a 12,000sf ~E W ~
- v~ Area ofsidewalks = 11700sf S~ ~ a z o(o
OR F W ~ l i
R Number ofLots = 32
Area of Impervious per lot = 4,128 sf
Per lot break-down
Decks = 228sf - SITE IMPACTS ROR
Drives =1000sf STEWART PROCTOR ENGINEERING and SURVEYING
House = 2900sf
319 CHAPANOKE ROAD SUITE 106 ~
RALEIGH, NC 27603 mw-
TRACT 1 TEL. [phone] FAX [phone]
16.43 ACS. (TOTAL) DATE: 04-24-05 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
-0.26 ACS. (IN RD. R/W) RJ-SUNSET
SCALE 1 =60 DRAWN BY CJH WAKE COUNTY OWNER . Sunset Lake Partners LLC 16.17 ACS. (NET) DWG. NO.
REVISIONS: RJ-SUNSET ZONED: R-8 P.I.N. 0750-81-5052

-ALL STREET INTX. SHALL HAVE A 25' RADIUS ALONG THE R.O.W,
-ALL STREET INTX, SHALL HAVE A 30' RADIUS ALONG THE B,O,C,
51' RIGHT OF WAY ' S' 2, BUILDING SETBACKS 20' 5' S• 2T B-B Q av+uuMas~rFiaa -ALL STREET CUL-DE-SACS SHALL HAVE A R.O.W. RADIUS OF 50' Z
' GE ERAL 1 NOTES. 23 PvM TOWN OF HOLLY SPRINGS AND A B,O,C, RADIUS OF 40'. ~ 2
L 2' t/2 3:1 SLOP -POND TO BE REMOVED, a R AINA PIPES SHALL BE DESIGNED -ALL STORM C OSS DR GE
1/1"! / ~ FILL ®='-r M1p SITE CURRENTLY 1S FALLOW AND VACANT FRONT 30 0 ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF HOLLY TO HANDLE THE 25 YEAR STORM,
3;1 SLOPE 8" ABC ~ ~"M1°g1'~ SIDE 6~ AR ~ 1" SPRINGS DESIGN AND CONSTRUCTION STAND OS DENOTES WETLANDS -ALL STORM DRAINAGE PIPES SHALL HAVE A F.E.S. AT THE OUTLET.
cuT OvE~LAY p AGGREGATE 20 ALL NECESSARY APPROVALS, STATE AND LOCAL, SHALL BE OBTAINED TYPICAL CROSS SECTION p ,,,,•,~~r„a,~,~ 30' TAINED -ALL STORM DRAINAGE PIPES SHALL HAVE A ~p
CORNER PR10R TO THE COMMENCEMENT OF ANY CONSTRUCTION. WITH SIDEWALK T S ENERGY DISSIPATOR AT THE OU LET, tit/T
ALL NECESSARY ENCROACHMENT AGREEMENTS SHALL BE OBTAINED T IA ti NED -ALL STORM DRAINAGE PIPES SHALL BE RCP MA ER L ~
NTS TI N PRIOR TO THE COMMENCEMENT OF ANY CONSTRUC 0 . ~ ~ ~ ~ 00
CONSTRUCTION DRAWING APPROVAL 1S REQUIREp BEFORE CONSTRUCTION STRUCTION ~ SITE
OF THIS PROJECT CAN BEGIN, ALSO, ALL DEVELOPMENT FEES I ~
""fN671'tt"'"' 110M010""P'~14° 1° ALL EASEMENTS CONTAINING BMP'S TO BE PRIVATE ACREAGE FEE-IN-LIEU OF ASSESSMENT, AND INSPECTION FEES) a' 0' f~ ~ ~ ES , ~ ~ ~ ~ ~
.+r ~ urm w~. ARE DUE PRIOR TO FINAL CONSTRUCTION DRAWING APPROVAL ,afua~,a,"~oire ~ wt o ~ ~G 0~~
cur CONTRACTOR SHALL VERIFY THE ABOVE AND BELOW GROUND LOCATION 0 ATION ~ ~ - . ~ 5 ~ . C ~ ~ u~ w ~ s~
cl T Atl NEw uTiuTY uNES MUST eE UNOERCROUNO. OF ALL EXISTING UTILITIES PR10R TD THE START OF CONSTRUCTION CRAOE aaNT anoc m na uK 1CTION ~ ~ z ~P ' 1'~ LE ~ 0
CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTING TYPICAL CROSS SECTION r.'~ ~ UTILITIES WITH THE APPROPRIATE UTILITY COMPANY AND~OR AUTHORITY 'YFLICTING p ~ < ~p0 '1 ~ v
SUNSET LAKE ROAD IMPROVEMENTS NTS AUTHORITY F ~
ALC ORAlNACE EASEMENTS TO 8E PRIVATE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR OR ~ ~ p~ ~,1 ~ ~
TD THE START OF CONSTRUCTION x ~ 0 -
R PRI R TO IN TA CATION NOTE - A SIGN PERMIT VS EQUIRED 0 S L / 0~ ;i / ~ N
OF ANY SIGNAGE. SUNSET LAKE ROAD , SIDEWALK RAMPS TO FOLLOW CURB RADII ~'i i / ~ ~ ~ I
R A UPGRADE ' 0 D / ~ VICINITY MAP (no scale) / ' ~ ~ ~ ~ ~ ~Q
R/W = ~ oo , ~ / o ~ ~ NOTES: -I , / w
, ROADSECTION = 74 B-B , M ~ I r ~ 1 QQ Z ~ ~I i I _ ~ ~ ~ ~ -ALL STREETS WILL BE PUBLICAND CONSTRUCTED TO NORTH CAROLINA
W 5 CONC. SIDEWALK / / ~ y ~ II r' ~ Z~ 1 ~ t I ~ / / LS 1 N „ Z DEPARTMENT OF TRANSPORTATION STANDARDS
NlF . ~ I M ~ `164 .EVE W ~ U~ W -WATER WILL WILL BE PROVIDED 8Y THE TOWN OF HOLLY SPRI G~,
I 7 I I / /O~ w ~ Q. I _ U o ~ PRE 'DER Z '•Z _ T F HO Y SPRINGS. Y WN LL ~ A Z ANITARY WER WILL BE PROVIDED B 0 0 SE S
c: FRANC~6, FLORENCE IRVINE , -1 C,- ~ I I I I / p . ~ ~ Q ~I I N N ~ Z - AL TOWN OF HOLLY SPRINGS EROSION CONTROL MEASURES WILL 8E I I I Q o m J j ~ L
ZONING. R~30 1 ~ L _ L _ ~ L. , ~ ~ ~ Q ~ ~ COMPLIED WITH DURING CONSTRUCTION _J ~ ~ ~ ~
VACENT , ~ 1r~- N N MP I WITH ED R F H AR REGULA110NS WILL BE CO L - A L FEDE AL L000 AZ D L N z
LOCATION, QUANTITY, ANO PLACEMENT OF DRAINAGE ~1 n PIPES AND fR0510N CONTROL DEVECES MAY VARY ~ ~ ~ SIN E .HAN I A RAf~IP ~ ~ ~ GL D C . (n DURING CONSTRUCTION ~ Q,
TO BETTER CONFORM TO FIELD CONDITl4 S. 1 ~ ~ (TYRaGAL _ 4 '~,'l O ~ ~ ~ ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED e I B 11 ~ , , Q TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL
. ~ ~ ~ CB 10 , ~
G r, r' /~~,1N~58 ~ , ~ i9+, PIP , ~e o.e+ '~,1. ~ ~ - TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND ~ P _ ~ ~ ;r~ , r ~ ~ ~ ~ ,SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS.
v ~ t' ~o+ ~ 6N ~ ALL WORK AND MATERIALS SHALL CONFORM TO ~ 1 ' \ ~ ' ti ~ QI 6A ~ , n q © ro -CONTOUR INTERVAL IS 2'
THE STANDARDS AND SPECIFICATIONS OF TOWN ~ - 5~ ~r \ -r ~ 2 ~ i,,~'~ ~ + t -DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS
OF HOLLY SPRINGS. T'HE CONTRACTOR t A. ~ ~Q~ . r SHALL OBTAIN A COPY OF THESE STANDARDS u /MA ~ ~ _ BRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE
PRIOR TO CONSTRUCTION, ~ \ \ q- ~ ' ~ ~ ' ~ - CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER
.~1R ~ ~ ,..-~F" / ; i ~ SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED
~ ~i~ \ \ r \ r + , ~ ~ - ~ \ ~ IY ~ ~ ~ -PERMANENT COMMON OPEN SPACE NOT DESIGNATED AS UTILITY AREAS v. q
~ 3 ' ' ~ ~ ~ , ~ t % ~ ~ ~ ~ ~ N ~ I ~ SHALL B KEPT IN THEIR NATURAL STATE AND DESIGNATED AS ~ ~ ~ 0, , ~ E , ~ G' ; "
, - \ \ , , ~ ~ - ~ A i h r ~QF, ~ ~ ~ AR AS FOR TH CONSERVATION OF NATURAL AND WOODED AREAS. ~ A F ~ ~ E E .1 ,
- ~ i ~ Q r ,i r ~ / 1- / , ~ • ! ~ " ~ ~ ~ -CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION
/ / A , ~ - t' 10 / ~ G ~ I 0 ' ~ - ~ ~ ON THIS PROJECT MAY BEGIN NRe, ,1 1.-~ ~ Fq -
~ ~ ~ ~ -~"'~t~ -LOCATION OF STREET TREES AND STREET LIGHTING WILL BE FIECD- NRt,~2`~, ~ COOi201NATED TO ELIMINATE CONFLICT
~ ~ ~ , 1 ,~'i~~' / ~ -WATER SERVICE SHALL BE EQUIPPED WITH APRESSURE-REDUCER vA~VE ~
, ~ r P ~A' - ~ ~ . ~,ko~ ~ ~ RIV/~' - - I / ~ 1 , / ~4. ~ ' / ~ ~ ON THE PRIVATE SIDE OF THE METER
IMPACT SUMMARY #1 ~ ~ -LIGHTING PLAN TO 8E DONE BY PROGRESS ENERGY
z ~ ~ _ '20 P F I ~ ~ ~ ~ ~ - - ~ F ~ 1 R -FEE-IN-LIEU OF LAND DEDICATION WILL BE RECOMMENDED AT THE RATE
99 - G ~ Jw ~ ~ 1~ 6 - ( I I ~ 1 ~ ~ ~ ~ ~ ~ OF 904.00 PER LOT. F ~
t ~ `~P - I .l_. r ~ Q•1 ~ r - -1- I ~ / ~ * ~ ( ~ -MAINTENANCE OF OPEN SPACE AND POND SHALL BE THE RESPONSIBILITY i
~ / ~ , OF THE HOME OWNER ASSOCIATION. ~ \ / % ,
IMPACT SUMMARY ~ ~ o%?o .P~j, ~ ? ` 1 ~.1, 2 1 1 ~ °s ~ q~ ko° ' o ~ i-. .l. - - ' ~ -ALL STREET INTX. SHALL HAVE A 25 RADIUS ALONG THE R.O.W. \ ~ ~ TH O.P.
TYP F I ~ ~ ~ ~ APE ~ n .,I .1 o 1 1 ~ o 1- - - 0 Q ~ ~ .,I / ~ ~ ; _ -ALL STREET INTR. SHALL HAVE A 30 RADIUS ALONG E E.
Jw 2,757 - - 1 ak .-4• I~ S` ~ ~ ~ . / ~ / • _ A 1' RI HT F WAYS. ALL STREET INTX. SHALL HAVE 5 G 0
~ 1 i I ~ ~ ~ / ~ ~ - A TR T INTX. HAV A 27' BACK TO BACK CURB AND GUTTER / ~ / LL S EE SHALL E ~ ~ / R TI N. / ~ . ~ C OSS SEC 0
~C , _1 7 EC ( I / _ J ` / / ` ~ /
IMPA T SUMMARY ~ ~ ~ q r~ PR DER ,,t ~:,_.-...J L ~ ~ ~ ~ J 2 \ plA / l k /
~E FL LINER Ft. 1 ~ eq 3~~'~ t t ..l / ~ F~ONT'~~ ONT ~ 1 'Y ~ ~ ~ ~ / PLACEMENT OF FILL MATERIAL IN ALL ROADWAYS F /
JW 1,323 - '1 \ '~I.3 J . / ` Q~ - R4 / ' t - FILL MATERIAL SHALL BE FREE FROM CONSTRUCTION L NpI , ~ / a ~ MATERIAL, DEBRIS FROZEN MATERIAL, ORGANIC
y \ ~ 'J / ~P ~ MATT R R NSTABLE MATERIAL. FOR THE TOP TWO F ~ / A ~ ? r ~ E 0 U
~ ~ Q1f y P \ ` ~ / / / ',lam ~ p0 IMPACT SUMMARY #4 t , ~ ~ ~ ~'p ~ /I ~ q~ FEET BELOW FINISHED SUBGRADE, NO FILL MATERIAL N ~ / ~ T 2 ~ I H THAN 100 POUNDS PfR
TYP .F1. ~ ~ ~ .'1 t~. v i ~ ~ ~ t~8 f ~ SHALL BE USED WE G ING LESS 8 ~~8 ~ ~ ' t ~ - P~ ~ CUBIC FOOT, THE TOP TWO FEET OF BACKFILL MATERIAL
, ~ \ / I t \ ~ 11 ' 7 x ' Jw 23 - ~ ~.14 ~ , oo r~ ? 15 ® ~ ~ A~ ~ , ~ P i i ~ SHALL BE FREE FROM STONES GREATER THAN a INCHES.
t ~ ~.1,` ~ ~ i ti Y TH T P 1~ R WA E 0 2 W' FOR ALL AREAS UNDER A PROPOSED OAO , F ~ R
IMPACT SUMMARY #5 ~ 32'~ ~ ~ I 1 / , ~ ' i i i , OF SUBBASE, AND THE ENTIRE BASE COURSE SHALL BE I ;'S~ " ~ ~ ~ ^ ~ COMPACTED TO A DENSITY OF 100 MAXIMUM STANDARD
LYPE f.1: LINEAR t• ~ ~ / ~ --J 1 ,m ' ~ i i I r \~T PROCTOR DRY DENSITY AS DETERMINED BY AASH70 METHOD
~ ~ ~ 0 / , / JW 1,905 - , A ~ ~a~ ~ ~ i; i ~I' , ~ r~ ~ ~ - .r. T99. FOR THAT PORTION OF FILL UNDER ROADWAYS AND ~ 'L2 , ~ ~
/ / p '~J,.~k9p1 ~ ~ ~ ~ ~ ~ EXTENDING AT A SLOPE OF 1 TO 1 BEYOND THE BACK OF ~ ~ E~l'g Q ' ~ ~ ~ ~ CURB, COMPACT TO A DENSSTY OF NO LESS THAN 957
TEMP. IMPACT SUMMARY 6 --____P G ~ , ' ,1, , I , ~ I r - LS .r OF THE MAXIMUM STANDARD PROCTOR ORY DENSTTI' AS
~ ` ~ CB 15 , v , I , F I F - \ 5 ; , I ~ ~ ~ ~ ~ 64'' L DETERMINED BY AASHTO METHOD T99. FILL MATERIAL ' 'I ~ I X51 ' ~ ~ ~ HA P C D IN LIFTS OF 8" OR LESS OF
3;1 2~ JW 834 - \ ~ l~ / ' v - ~ ' p ~ s , ; A ~ I / ~ ~ \ } 2 SPREA R ~ S LL BE LA E I ; L'` ~ e~ ' ~ ~ Z UNCOMPACTED SOIL
CIB 1, NB Z1 1,260 - Q r~ ~ y I . •8. ~ ~ ; ~ ~ ~ N OTHER FILL MATERIAL SHALL BE COMPACTED TO A
r "jy ~ ~ r' 1, ~ iN ; ~ z2 a25 ~O i ~,~x ~ ~v -1, ~ 20 ~ ~ ~ v CH 0 ~j1 / ) -=pra1J E IfiAND R r' ~ X20 r ~ i~ ~ Z i I ; L ~-'i ~ ~ ~ p ~ ~ DENSITY OF NO LESS THAN 90~ OF THE MAXIMUM
C~ ~ ~ / . ~ A s ,i ~ f W ~y y ~ pG STANDARD PROCTOR ORY DENSITY AS DETERMINED ~ ~ ~ y O ~ t7~ Z FI MAT RIA SHALL I,, ~ ~ ;p ~ ~ m y BY AASHTO METHOD T99, BACK LL E L
T MP. IMPA T MMARY 7 \ \ ~n y ~ ; v;' ~ ~ E c s~ # ~ 2 ~ ~ / i~ l _ l rv ; ;N ~ yy BE PLACED IN LIFTS OF 12 OR LESS OF UNCOMPACTED ~ ~ ~ .,IMP - ..f ~ ~ ~ ~
s ~ 2 , I) - r' ~ ~ , / I ~ L 1 ~ ~ ~l.__ - m d y Y I-540) SOIL. / R1 ~ a ,wA ~
/ -29 JW 3,988 - f _ r- ; o , ~ y y xPRESS ~.c~E ~ N WAKE
N8 Z1 1,201 - ~ ~ I ~1 - - qQ . _ IJT E 0 - _ ~ ~ FOR
Z2 803 \ - ~ l~ / - - - - - .1....-., r, Z3 5 / ~ J i ~ ~ ~ ~~jj ~F -'L~
~ 1, l,~- ! I CH 100 20 --I _ 4 ' ~ 1
~ L _ - - t 1 ~ ~ ~ I n I,~'0. - j ~ , ,
r & - i
~ ~ i r ' - J - , a: I 0
- - A ~ --y ~ _ / / - - ' NIF~ _ 1 _ - ~ ~
~ - i NC D'~P~ARTMENT,-(~F TRANSPORTATION - , ,
~ ~ 1
, - - , ~ ~ ZQNING,:~F~ 30 , s . ~ , ~
VACENT 100 ` 100 ',10~ `YR F~~oo,~LEV ~ >~cARO ~ ~ 1
BUFE~~- OF'F .EEC- OF'F ~ W ~ ~
, ~ ~ , ~r ~
, ~ _ _ z2o~
, . ,5, f
. ~ _ , ~ ~ P INF
_ ~R 5`~ ~ ti RE ~ e ` `I'1 ~ ~ L
' X - ~ KE`~, WP
~ N ER - ' - ~N , C? 1 u. - , `t
0~ S ' o b l l3 G
OR F W , ~
R ' ~ ~ ~ i ' ~i ,
~~-1333 SNC~I
SITE IMPACTS FOR
STEWART-PROCTOR ENGINEERING and SURVEYING » »
319 CHAPANOKE ROAD SUITE 106 ~
RALEIGH, NC 27603
TRACT 1 TEL. [phone] FAX [phone]
16.43 ACS. TOTAL DATE: OCT 20 2006 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
-0.26 ACS. IN RD. R W RJ-SUNSET
SCALE 1 =60 DRAWN BY CJH WAKE COUNTY OWNER : Sunset Lake Pates LLC 16.17 ACS, (NET) DWG. NO.
RJ-SUNSET ZONED: R-8 P.I.N. 0750-81-5052
REVISIONS:
_ _ _

6,4Q
sl.P , I...... ,r rr on e~ .om ram rs for Level Spreader (not to scale)
M,,,Y„,,,w,•~ Definition A non•uoalYE Oadel (or CotlCentnlCd Nndlf COIISPUdIed In disptrse now , ~~..•-~,r~ V . WIVOmdy aCrOp I llopa.
Vepeteled ~,p~' ~,('Z•4v : Tranaluon r.Iv.,n'i' v dlverUon Y•r. v ~ IoOprede
~ r ar wl.r y,~y~ ~ ,iw,::..' ~ Purpose Toeanvantonantrated nowto sheetnow and rdcase h ur~iror~,iij i,vc, o sW. .J~' a r'1,?• • 7 , r v . ,v. a, v+. bdiaod ana,
in unit. Schcdult a preeonttr,Wion ealfaswoc wuh the I Ohla;m a Isl,d•dssturb ~ P~ ~~Hr m ,.•J,y;~,,~.v,,,,r v ri' s„ COnC1lllOnS Wh9f8 Where sediment•free term runoflcm be rolused m sheet now do,.n u subi~ nvw,yX:N'x' Y"Nµ'a,d ~ J ° ' r r,. ' a` "u Slabilired Practice Applies liaedsbpewithomuusinguosion.
Envuonmeato FJnMcu• _ betias a 2 lnatxll evel mneonletfon ped; tempor+~Y divetslont, stlt fines, sedb~estr ;ay,.a J' v,l, ~ vY' y:V uY' S I O B Stable v'a• A~~ tv, vw° 'k` ~~,''j ti.. 'w"' WherealevellipnnbeaonswctedwithoutGlhng,
~ roved Len. Char oaty u aeattery b ioeteU - othcr meuuta Y as the tpp P ) , ~ ear eM u ~ sur undlsturbed 1„ t. ~~.w" tl~ u,lg, *l," ~ .u r „1
dun devtas. coed tetnporsry ISiversions, bsa'cat cad Moot tmttleds~le f sl roc 1~a GRASS l cOf f°W~OOR Outlet ~ , 1 d. Y„ s w' ~ 't" When Ne area below she tpnadar lip is unirorm with the s'lopc Iu~;r ur less GRASS LIPIEED CHANNEL ~ECTbN 1vL vt~ a~ F 'tt ,yvA' a u t d, ~ 1 ~.J,~'• b Y, u,. 't and h sable fwandeipated lbw wnditions, profuebly wdl•vegewied
GII _ ...-tor to onsue mspretioo by ~e Envu'0~o eo~ioccr to . vlcws LOOKING ~ M~ t,t ry. w" 4' u,h~ t" L ~ ` `j Whero the moot water will not ra•concentrase after rehase.
oote:a a Catt6oste ojCompUanca. oowNn!u ~ e„r ~ r y„ 1 ' ' s dl~ ~ k• Whao !hue w10 be no tralnc over the s reader. 4, ~ vl,,. ~ w.. .get` I, p
~ Be m clam se>d pubbial. Mtinteia devi~et a: needed. RouSb paie sste• tncllon AT oAP ~ ~ uld rottct inlets with blal• tatd Imp! inW toauole, . 5 Instill stoma tterct, lilhotro. P siu Len eooetaction, r a '.r ln~' r, fie, w v,.. k ~ l„ e.,' Planning Thekvelspreadu4anlaUveJylow•cottswcturewrelusesmvllvulumuof
sediment s of other tpproved mwura a shown oa P ~Pn ~P last sense la w>; flpYll1,/01 LNN/pnarrll rleneagOkpMIIMIVO4ngaaantrnPafad aoW aerate Nabk rWpea. CDI1SId6ratlDnS ~~~~tlow whoa sltacondidons are suiuble (Figure 6.4Ua). The outlet '
building. etc. Iw°'r lest ~ rw , ?rw~ 6 Sabilise else m Bess ras brau$hl up to Bmsh Slade MItA ~Y~eaaoe4 Psvisl~, w aroa muu be unlrorm and wdl•vegeuud wlUr slopes of l0%or less. Particular twomuu be ukal a consuuct Oq ouOa lip completely level in a swblc, undis•
areas wittlin Meat? (1S) deyl Keomptdial of ~ s?rRe ~ Ira..w ~ Ultints, etc. heed cod mulch denuded ~ r , eeal i Code-The rradaot the lax 20 feel of the divasion channd should provick !tubed WII. Any depreulorsa In IhP llp will concantrale she now, resulting in a smooth tnnsitim from channel grade to level u the spreader.lTe grndc of the arodon, Evdsute the oudel tyagm W be sure that now doe not conanuau
an ototttslNCttoa. r....r rw I YP~ ~ l blrlMe,eM 1• i GMSS LINE r K r relr? GLASS Ur4E~ ~F1 eNgTE I~TTWfi aprudetslwukbo096. belowNaoutlet(Fgure6A0b),7YPlevelspreaderumostoftcnuscdrsPnout• let for wmporary or permantnt divasion end diversion dike. Ranofrwuter
' WbeO COlUYYtt~Oa 1i tontplete Ind ilt i<ltie eTe tttblttitd OiIIp Oteily. CeU \ \ ` ; ? \ ~ ` ion b ~ the Envtronmaatd F:np~• sap 1 u¦ swr , a,n ~ ~ s.rrlw w ~ ' II s, fot m tnspeq y es~ on a lu tusr rrw ~ eM .I. .°rersa Spradar llp-ConswclUrclevel bpon Isndislurbcd soil b Oviform hcigM and conWning high sedlmutt bade muu ba stated in a sedimonl vappmg device
- - v'ct><t uh teoct, soduuc»t bsuuat, ~'1 ~ ° r 8. It slu is sppto~od, t~nove lamporory des ~ control ll i taro pride over Oq length or 0e spreader. Praat it wish an erosion•ruisunl beroro release N a kvol spreader, materW, such ss fibaglass maWng, w prertnl aosion and allow vegeation to
send out of sttbili:e trey Tesultin~ bus tlets. All retatinirtE penalstral t~oa V bocOmauublbhed, DeSlgrl Cflterla Capaelly-Determine the capacity of Ne sprudu by esumaung pu,k Oow
' ' ttocs, should now be utstiUcd 1 dtsn loci D drnces, such u ve ry real ttte by ~ fromlhal0•yntam,RutrimUledrunagaucasolhalmaxlmmnllowsinloth< OuOel'srb-The outlet disposal ueo muss ba generally amoolh and spraaduwlllnotextted~Oc6.
e est11?lishcd, csJl for s Q tn>rpecuoa 9 Whca vc~ettlloa bts becom a 9 ~ , I otGo Iwo ITCH , Obtain t CtxtiQcets mP DIVERSION D • tve0•vepetued wll6 a maximum slope x(1096, Sprudetdlmanslons-When wuaremers ttw sp¢adcr from ouc citd, w from
F.n,uonmeDtllF•apagtt, ~5 ~y~;;;.:.• Yegaule all disturbed arw. a dlvetabn, ulkl the approprwte length, width, and depth of me speeder f tom
vide eeedin of slopes and all other arena to meet Towhlchh vet Y ,•;;.:~-,x;:•i:~ ,~~,,'.,•.•r 10. Pro to dot a. 15 work)r~ g do or 3p calendar days, whlc~,ever " ~ ci Table 6,40a
Springs s r~n ~ 80 caler,der d yes, E(~E 1 n toe and 15 wo g ~„r4r~9~i:`1,',' is ahbrter for a p ~INQ Conslruetlon 1, Tb mating should be a mlrtlmum of a tt wide extending d inches over the ~~NE ~ add boded d lrrchea dec In a verdcd trench on the Iowa ed a The u r Conswcl a 20 ft transition section in lAe divasion channel so thm w inn ul the SpeCIflCatl0n3 ~ F S ' PPe divasion will smoothly mus the width of the s ruder to cruurc uniform
is shorter to all other dlaturbed areas. • edge tbould bun agalnn amoothly al and and tx securely held In pea with p closely seated txavy duty aln aaples u leaf 12lnchu long, oudlow.
HNtae Out the spreader llp Is level farunlform spreading of norm runofL Tebls 6.40a
MlnlmumDlmenalonelor OulgnFlow EntnnaWldth DPpth Endwldm Lonpm LsvNSpradu cu --•minlmumdlmaneionlnlPat--•- ~ Coastruoltlwlovelsprndaonundlsturbedsoil(nolonGO)' o•lo to 0.5 a to
s.orn w wlw M Mdl N n,na eel .a w w .rr¦rr
4 ~ ~t t 20•(t tnnsltian ucOon Lrom the 'v i w•2o l a oe 3 20 r COM dl en on channel to blend 20.30 2/ 0.7 7 30 ~i tr; arlaoOOy a the wldlh and depth o! Ow spreader.
MlR9'••.
Baffles for Sediment Trope and Ponds Tt1 TYPIGL CHANNEL SECTIONS
'I
Cross Section
Material Variable
Iru stapled in A A plece~ _ I
r¦,Ilt M if el K Iri~l _ 6• _ • min I-
tIYILtt . I _m~ ~ I1= = I
Yl 11-1/r M SIT ~r~r to Ilip MMAReAR erosloll ae es F" Fur ar mrat ¦ tltnt Feorcea ruaa Ir .111= II :1111= I _ 11=1p'' yg~ g~ Level llp ~ I~ w aser ossltueww a r III II_ III = 111=~lr~----•I'-- I I'
SEED6E0 PREPARATION ; - .,,;T., or spreader ; _ I t11= II I'"'ULt` I_ t:. oosnlucrDa of 11r M r - =IIII~III ~fhl . li,- _ M MD 1 IIOr 11010150 h 1e1,
w Y•r-T ~elae b s[ ue~' sst A del d Opllle ~:>iti•' (9Alrt tT01[ O AA1wa16'r o aor~ era Ova x tsar, !fair tc > aair+~i w Burled = I ~T11=1I I I - tIR1r weal! aAltr r qD OOr 8• min
e1010w1t ,:.f:b' i 1 1~ Ir0101m et~rl. eseona A tltae.
I) t;;+. iEL COMPACTED AREAS ANO SPRf1tD TOPSOIL 3 NCHES I ,,••~.,',r.,-„?,,~.',tr„,., s tr l ~ A 1~[!r ~(IMRy 1011LL tslD AID ~1tf FlyurP Lseb DatW of NvN apraarr aaa ueaon. a ro M ruiluc eoAlt ttt ~c AutFlatn to agAl1 t1r AaSA Alo raac5 >K rtrAlaoart.~
0. 01fER ADVERSE SOIL CONDRIONS, IF ~ 1 enroatat rarAOr At tataAta a tar rrallrAu tStMWS~ld roll S, D4pase runoff from Ne spruda acres a properly subilluA slope not a
2) ~ ~ THE ENTIRE AREA TO 6 INCHES DEPTH. ~ E6f~lLlOE.bl eaeeed 1096. Make sure the slope Ir sulnciently smooth to keep now from urn unlndng. tkAN
~ REM:WE ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS pj,by u ImmediaWy aftu iu conswction, appropriately saA and mulch the emue
LEAVING SURFACE REASOf J.BLY SMOOTH AND UNIFORM, dlsoubed are of use spreadu.
ULTURAL LIME, FERTILIZER, ANO SUPERPHOSPHATE a. APPLY AGRIC "1°1° `s°°s'"" ~ IQ torattessetoll Maintenance lnspwl level sprudcn altar every ninfell anal vegetation is esublished, and
UNIFORMLY AND MIX WITH SOIL (SEE 9ELOWe . sea , .a.M.. Ir 1.. t~ ~ prompdy make needed ropun. A to the au has been subilired, make pen
- -PULVERIZED, FIRM ew a r.o r t • ~ ' E UNTIL A WtLL ~o~~'o"" + 1° CONTINUE TILLAC ? - REASONABLY UNIFORM SEEDB60 IS PREPARED 4 TO OINCMES DEEP. ~„r,. ¦ ¦ s.o.,.. y , . ~ ~ ~w , odk inspa0ons and keep vegeu: ;n in a hulth y, rigorous condition. ;j;~, rr call ' ~ ~ l ,
H Y PREPARED SEEDBED AND COVER reaeoo 5) St.ED ON A FRES L y SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING• "O
.or acre ¦ wrc Ulan eo ee>zee R semen AtrC ttoa tsar ~ ~ .
7) MULCH M,t111EDIATELY AFTER SEEDING ANOANCHOR IIIJLCN. t•o cc ctPnnu r'o cc ct~nns tK110a1 w-a M•r a+anut teak roar aro rwa rear[ ~Bi; (sa tau roan[ enalag ntz awalorsan eo~ree a1 eeosors '
ED AREAS AND MAI(E NECESSAMREPNRS OR e.) INSPECT ALL SEED - -
RESEEaNCS WITHIN THE PiJ,NTING SEASON, IF P05561E.IF STANDARD TEMPORARY SILT FENCE 1 t. V M tM Nrpfh N lM Ilprop eprrln. 1 . T Lea to?AItE
E OVER 607E DAMAGED, REES'TABLISMFOLLOWING CONSTRUCTION ENTRA.Ni STAND sHOULD B N ENTRANCE 7 l,' TM••- 2. d . t.s ttrlat. nee r1alYntrrt Mort. ,.ter are "'r tam .qaQ rid l.e. wn 1 Y
ORIGINAL IJME, FERTILIZER ANO SEEDING RATES. w -t ~ aslweel 1e11b b `~Ma1e w ~°r
9. CONSULT CONVERSATION INSPECTOR ON tuUNTENANCETREATMENf ~ ' _ ,,;a I~r~ teww t1~1 r ~ w !Fr of w ~ taaar tale! rt IeeY uWA erer Y Yta
) IS A6LtSHEO. AND FERTNJZi1TI0N AFTER PERMANEt~lT COVER EST I • A Ater WlrYal M IMeI t'eM1o tssloarl0 M 1
YrMeae/ llehe.n !fie ayrto eM tot IwWaUorr. i
APPLY: AGRICULTURAL :!MESTONE - 2 TONS/ ACRES (3 TONS/ AC.^C IN CUY SOILS) t PIPE CULIER'T OUTLET PROTECTION fCR DcFINED Cn;r.riEL
FERTILIZER - t,ooo Ibt, /ACRE -to-to-to CUSTOM BASIN DETAI • - T SIN DETAIL t' I_
SUPERPHOSPHATE- 500 Ibs> /ACRE -20fi ANALYSIS ---------°-"~-n="-`-'-~"°------
MULCH TONS /ACRE -SMALL GRAIN STRAW }"s C ANOTHER -ASPHALT EMULSION 0 J00 GALS./ ACRE ~ ~,a - --L urea ~T"" tc M~oe4 f-111- r o*
asps not tsar reoltctsa sow. r r ere a r o* RIM1t ees ~ leleel aA11 11!-eM Re7, ?nrlt TM E7110o1 A aAr fan ¦M iaA F~ ttFM amt
ra a alas Its) u NAe 1a R AMQIdEa t u twtm awn ~ tr ~w 4 arm
lu sAle naE r atra
I r w 7iJ0E~0Elr ~NSf~ S7 w~s~ 7 Z ' a~7 ~ L RIPRAP
sssssee mass rosT: Imn a eons aKwnw n f10',mI LDIQM /T 12110M
,vaeurw, eso . r w,of areoll sss.ae nauar lean,aa i
SEEDING SCHEDULE R L Ire su~asv. T ILL GRAVEL DONUT
(REIASED: t-1-fI1) I trrrrx oogc.
tic;.I~ui;..~;:•:~ ~ sno 1. art _ tts v flat ~°D .2i~
, ~a~Fac vt~w
N ses,o aKSe Tuo ~..-.l~u~-~ ~ pets !r ar TAI1r)
Shoulders, Side Ditches, Slopes (Moat 3:1) NOTES: A a
use ~ - ,l our snsot stun er r :a ea sac srnl w Mo acre p~~ M t rla[ IQnG1l iAr CIA iDlt YIAtl t RAQa AT AwOU N-O~p W AAD 1D11 FDA laeLl E tT 1~1rRwYA1J N101A011E
GATE TYPE - ~.P SiE0l1ENfJ_ see fe stnTO. ante ssuu ~ r Lola os[ tT or ttals swltL t sfrA sttal TNe esxr ~ ar o Or ttxm swt 11t Itt~ttl fi !!IS aF stoTS al l.01t St1Al1 lF S1PA11A1fD ~ ~ ~ ~ !FA ~ lOlf 11At1 ~
15 - Mov t Tdl Feecw ~ DtT~ or suts.t teN~ ~ Ij M TART llSfn 1D NIORIT M clot OMLI tL caul lFa~tm. 1K t! r
"p 7100 IM/~+ CHECK OAM 6 TAIa alAU ec ACTIJ104p Ta; vASaetr< ttit~Lr. s suTtld TAS~s AwI ~ sloe 1 - Nor I Tou Faew 17nE10 ~e01ECI101 la 1~ ~ ?1L !04 11101 TAIMI f11M11E OIEXN~ F;nI1 IFFF~tEa. 11! tntOm v • lilMld TAIL! AIE IL1ED A J ¦ tlntas R 1u 01M'° r . rtrE OM
i Abrulil Rye ~ UrS11EA11 1Aw! lIALL 01ttRN nn~gTl[All lAfr! 11L TRIM 1ifLl fi ¦ tt !HALL ~ OtIEXARm AT tiArT 1!' ~ ~ . AMON tDrJM L TrllM tiMLL t ~ IL If/1rf 1 t ~ ~r~w
t+IOr 1 -Apr tS tau hecw ~ M/~ _ atilt s+Llot TAIMAtitlf esw an ~awR •r IARI llAll tY C1tAlp f3R- ~'h e, l - 1r r a.1r r • w+rra ovnl PIrW
A1K 1S • Jun 30 NuINd Common Ornnudo{yeu 2S 11s1/ecn Jul 1 -Aug 1: Tau ieecw and 120 r . d I ggygQF~ ° na rawc w
Brown YYIN ~ l; 1 bP 1a41Q Mara V
eeear SorOhten-511don itilbEidl ~ c ...t u 6~J PAaAe~c-sr4APm wAT ~wA>r 1NrN STONE ffrFlEr1 paALU ~A~EZQIOaI Fa0r5 e s a SE h I (swo Fuaaomu I
e•°• S°f Gals 9Ul! K ttYS Awe t/ rmrJ G" t~
Slopes (3:1 10 2:1) ulm°°°Irlr"r"rnaa'°"r""a aa.e rn Sao smut ¦ ew mul 1e'd AQAIf nN Ild AYM'M TO ea UYD N7[ asutat SIOYru1G . ~ Nrslul sD0at0 19Delt ISQ7AttL waas I
Ga „ ; aaa r, ~ rrat r aloa.m n F ~ ~ a arywaeat[ aaot salo®tae SO+IIDN A-A
- 1 Sencw Us It (1oar,fird) SO IEe/aCfe ~ n Mar 1 Jun P~ A wa - filet ~ ~ Gn 1mIE5: ~ P a Oes[M~aasF f01 a e 0 YAWS aomooa: ~ ~ ~t ~ 0106Ke4 F-dlar L,anket
120 eae ~ : Ytf 1 15) Add Tod ittcw ~ e'MIr 1r ~ w otsnrr u sot xsa a toot ro t. V Y w of tlw apron.
I ~ ape ` ~ ra' larcnlr slot 1 -Jun JO) Or Add Waphg lowgrosn 10 ~ 4 rr w°aar asarre G° HaLCH ~ rra raenc a u~a. ~ ~ '
2s Me%an " .ear °ouo lua t -Jun >o) a Ana Nutrd t.ollwlan 6ennudagrosKe t,.~.l~.rs~l°.r,~.-,~~~~A H 1 MAIQ tmor0 l tr • l,~ tleW w Tadmum don• daM4r bA saara+e,y susttr aura not Ieee !11011 1'
Jun t - s.p t eau F11eew end N+Ol~arntop YIMet ~ W~ asr errr rrer<.rr ~ ~Ot: R _ i SHAPEO wA awAl' wTH ~tONE NiEN A!N ua YAP I yaa'(!,~ •tfEk( ~ 1pg1 IMAOOI) A - ! 1 A Fehr trltrlltet or IIMer }rlbAe Ywuld t»
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fonwll ConeervaUon Englnw or SoA Co1KiMwatlon Ssrdoe fw+ taro a.aara rrrq oddifiol,d Information concemirp atMr eharnotiwe for vegel~lian et auwwavu I c~wao auosw'
del„rdrd areas. The obaw vegetation relw on Ilaee rhlds d0 well undM i tw ~o
bed ool,dltbne: other uedirp tab eombk,atbmr on pona0la aw n~a N 011:5: ~ f a~ ~D pE~O ~
Of SLOPE ? Q~
"''femyorary - Reeeed according b optimum eeoeon toe e.ee.d P~~d le.°®a. 1. CROSS SEOPE DIRECTION VARIES, sa UrDUT PLANS FOR DWECTION aF SLOPE z er.,
vogetatkwL Do not allow temporary wvor to grow over 17' In height 000m MEW w-e 2 CONTRACTOR IS RESPONSIBLE FOR RE-ESTABUSM0 ALL SLOPES OWLABED BY CONSTRUCTION. UNBED BY 22024
morMq, OU%emmlo fescue may be shaded oul s r
Dam" Im A srxl F A, SWEWART PROCTOR DWMC WT 10 SME
STANDARD DETAIL NUNBER•HS320 om 1 yq ENGINEERING and SURVEYING
L ~ Alwtoct~ wooD Addy BOLLARD POSTS DETAIL DAIS RENSMS rla+Iy SrAN1 A 10 A~Ai= GREENWAY TRAIL T STANDARD DETAIL NUMSER..,H5315 4628 TRYON ROAD +ianv ATE R£NSYONS t1~y RALEIGH. NC 27606
TO1MV OF HOLLY SPRINGS ENGINEERING DEPARTMENT SP A rE TOWN Of' HOLLY SPRINGS ENGINEERING DEPARTMENT ENT 0 /c--s TEL [phone] FAX [phone]
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- X1399) C'If Course 78'52'30" 693 2040000 FEET 694 695 696 50' FUOUAY-VAI NA 33 Ml (FUO ~UAas V .Ya A SE- R INA) - ' - 699 47'30 '0 n INTERIOR--G OI'OGICAI SURVEY, RESTON, VIRGINIA-1997 T 35 ° .3 7'30
I ~ ~r) Mapped, edited, and published by the Geological Survey '02 '03000, E 78 ° 4 5'
y00Control by USGS, NOSINOAA, and North Carolina Geodetic Surve ,t 1 _ z SCAIA 124000 ~~~y MN-3- :F- 1 MII I. ROAD CLASSIFICATION
GOBS Topography by photogrammetric methods from aerial photographs GN F3 tooo o tooo zooo 4000 6000 Primary hi 6000 7000 FEET taken 1973. Field checked 1974 3- - hard surfs Primary highway, Light-duty road, hard or SS:GF hard surface improved surface
1 e 1 n ir•+[ TER Projection and 10,000-foot grid ticks: North Carolina coordinate _ _ Secondary hard surf Secondary highway,
system (Lambert conformal conic). 1000 meter Universal 124 1° Mss t°Tr CONTOUR INTERVAL 10 FEET hard surf hard surface Unimproved road
Transverse Mercator grid ticks, zone 17, shown in blue [23 Mss NATIONAL GEODETIC VERTICAL DATUM OF 1929 IrTt 1927 North American Datum. Interstate Route U. S Route State Route I
The difference between 1927 North American Datum and North American N C -A m M
r.p Datum of 1983 INAD 83) for 7.5-minute intersections is given in USGS OTM GRID AND 1987 MAGNETIC NORTH a` Bulletin 1875. The NAD 83 is shown by dashed corner ticks DECLINATION AT CENTER OF SHEET ru M N I M
THIS MAP COMPLIES WITH NAl10NAL MAP ACCURACY STANDARDS r;inrit4NGLE LOCH?ON Red tint indicates areas in which only landmark buildings are shown Revisions shown in purple and woodland compiled in FOR SALE BY U. S. GEOLOGICAL SURVEY ° APEX, N. C. C3._.I`
cooperation with State of North Carolina agencies from DENVER, COLORADO 80225 OR RESTON, VIRGINIA 22092 M There may be private inholdings within the boundaries of aerial photographs taken 1984 and other sources. This ap photomspee 1988 35078-F7-TF-024
A FOLDER DESCRIBING TOPOGRAPHIC MAPS AND SYMBOLS IS AVAILABLE ON REQUEST NO major Culture or or drainage changes observed the National or State reservations shown on this map information not field chnrked Man edited 1987 PHOTOINSPECTED 1988 ° ~O 1974 Z
Purpb 11 ih hmg indicates areas to be suhmerged PHOTOREVISED 1987 mN H DMA 5255 111 NR SrRIF.S V842

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GEOLOGICAL SURVEY 5255 N SE
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rp" 94 Mapped, edited, and published by the Geological Survey scA LI 1 24 101 INTERIOR-G OIOGICAL SURVEY, RESTON, VIRGINIA--1992 0 3 5 ° 3 7'30
2a 000 y00 Control by USGS, NOSINOAA, and North Carolina Geodetic Survey * I 2 102 7036" E. 78 4 5 ROAD CLASSIFICATION sv
MILK Primary highway, Light-duty road, hard or
GOhti'y Topography by photogrammetric methods from aerial photographs GN loco o loco zooo Wien 4000 5000 6000 7000 FEET taken 1973. Field checked 1974 = 5 hard surface improved surface
j NII IIM[TEA Q Projection and 10,000-foot grid ticks: North Carolina coordinate - - - Secondary highway.
system (Lambert conformal conic). 1000 meter Universal 124 Mss 1°17, CONTOUR, IN1f.RVAL 10 FEET Transverse Mercator grid ticks, zone 11, shown in blue z3 Mss NaTIONALGEODE T hard surface Unimproved road
t ICvEtTi CAL DATUM OF 1929 1921 North American Datum. U Interstate Route U. S. Route State Route m
~J The difference between 1927 North American Datum and North America n Nc¦ ~ s M A rru ti
t1`1 Datum of 1983 (NA0 83) for 7.5-minute intersections is given in USGS UTM GRID AND 1987 MAGNETIC NORTH Bulletin 1875. The NAD 83 is shown by dashed corner ticks DECLINATION AT CENTER of SHEET THIS MAP COMPLIES WITH NA1 ii?NAL MAP ACCURACY STANDARDS nI n R m N I M
Revisions shown in purple and woodland compiled in o ANGLE LOCATION Red tint indicates areas in which only landmark buildings are shown cooperation with State of North Carolina agencies from DENVER, SALE BY U.80225 GEOLOGICAL SURVEY ATION p APEX, N. C. _I.
There may be private Inholdings within the boundaries of aerial photographs taken 1984 and other sources. This A FOLDER DESCRIBING COLORADO TOPOGRAPHIC MAPS OR AND D SYM SYMBOO, LS IS VIRGINIA AVAILABLE 22092 ON Map o culture eod 1988 35078-F7-TF-024 -C:)
REQUEST No maajor culture Dr drainage changes observed the National or State reservations shown on this map information not field cherked- Man edited 1987 :hanges observed PHOTOINSPECTED 1988 Z ~o 1974 M
Purply hatching indicates areas to be submerged PHOTOREVISED 1987 H DMA 5255 III NF Sf RIF.S V842 01

~ >~o~ -ALL STREET INTR. SHALL HAVE A 25' RADIUS ALONG THE R.O.W,
51' RIGHT OF WAY ~,.y° s.a' S' S. 5' S' 2. BUILDING SETBACKS -ALL STREET INTR. SHALL HAVE A 30' RADIUS ALONG THE B,O.C,
23' PVM~T. ~ GENERAL SITE NOTES, ~ 2",121.2 4 TOWN OF HOLLY SPRINGS -ALL STREET CUL-DE-SACS SHALL HAVE A R.O.W RADIUS OF 50' ~ AND A B.O,C• RA I F w D US 0 40 •
, . 1/~"/ F>, t/4 ~ Fi, 'e 3. FILLLOP :~-r caNac,e wa ~ some SIT R I F -P T = OND 0 BE REMOVED. a
- ECU RENTLY S ALLOW AND VACANT ~ FRONT 30' A -ALL STORM CROSS DRAINAGE PIPES SHALL BED IGN w~
LL CONSTRUCTION SHALL CONFORM TO THE TOWN OF HOLLY 3:1 SLOPE "ABC Q v~ raurr cuT wiT 1» SIDE 6 SPRINGS DESIGN AND CONSTRUCTION STANDARDS Y ES ED Na TO HANDLE THE 25 YEAR STORM,
ov~~Ar AGGREGATE 20' TYPICAL CROSS SECTION ,,,,.,,p,,,,,,~„~, ALL NECESSARY APPROVALS, STATE AND LOCAL, SHALL BE 08TAINED DENOTES WETLANDS -ALL STORM DRAINAGE PIPES SHALL HAVE A F.E.S. AT THE OUTLET. ~BTAlNE'D
CORNER 30 WITH SIDEWALK awiun aec nvn rK u, wer aKenw raeo. PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. -ALL STORM DRAINAGE PIPES SHALL HAVE A
NTS ALL NECESSARY ENCROACHMENT AGREEMENTS SHALL BE OBTAINED ENERGY DISSIPATOR AT THE OUTLET. S r MiT AINED -ALL STORM DRAINAGE PIPES SHALL BE RCP MATERIAL
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. ~Q
CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION ~ ~ ~ ti~ ?NSTRUCTION r ~ o
t%6,Ne ea' CL _ 11 ,,,,,o,p~„pr,°aaM +a~ OF THIS PROJECT CAN BEGIN. ALSO, ALL DEVELOPMENT FEES Es SITE
e' a' z• ALL EASEMENTS CONTAINING BMP`S TO BE PRIVATE (ACREAGE, FEE-lN-LIEU OF ASSESSMENT, AND INSPECTION FEES F EES) ,
u+,~+ E DUE RIOR TO FINAL CONSTRUCTION DRAWING APPROVAL AL ~ ~ ~
cur CONTRACTOR SHALL VERIFY THE ABOVE AND BELOW GROUND LOCATION CL r ACl NEW UTILITY LINES MUST 8E UNDERGROUND. ' LOCATION 0 y
c~ Pair OF ALL EXISTING UTILITIES PRIOR TD tHE START OF CONSTRUCTION r - ~ ~ 5 ~ RUCTION ~ w ~0
TYPICAL CROSS SECTIpN ra`~ CONTRACTOR SHALL COORDINATE THE .RELOCATION OF ANY CONFLICTING ~1 z P ~ 'ONFLlCT1NG ~
SUNSET LAKE ROAD IMPROVEMENTS I~~W~~ NTS UTILITIES WITH THE APPROPRIATE UTILITY COMPANY AND/OR AUTHORITY AUTHORITY F~ ~ v ~ ~
ALL DRAINAGE EASEMENTS TD 8E PRIVATE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR RIDR i pd ~ ~ '~,1
TO THE START OF CONSTRUCTION ' ~ ~ ~ x O
NOTE - A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION , SUNSET LAKE ROAD ~ , ti ~ Cj
OF ANY SIGNAGE. , SIDEWALK RAMPS TO FOLLOW CURB RADII 0 i i ) /
ROAD UPGRADE , - ` VICINITY MAP no scale
/
Rw= Boa ' ~ ~ / i D
ROADSECTION = 74 B-B ~ I r r, ~ o NOTES: ~ / i ~ W
W 5 CONC. SIDEWALK , ~ I I r I 1 Q0 Z M ~ ~ I / / ~ ~ ~ -ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA y I ~ I / / ~
~'r ; I ~ I I LS ;#1 N ~ Z DEPARTMENT OF TRANSPORTATION STANDARDS I '8 / ~ M
~UF , ( "164 .EVE W W u W ~ - W~,TER WILL WILL 8E PROVIDED BY THE 10WN OF H LLY PRING~ ~ I 7 ~ I / 0 S 5,
FRANC ~ FL ! , , OR~NC,E I Vl~t~ , C,' I ~ 'SPREgDER z o Z~ , ~ 6 I I I I Cb -SANITARY SEWER WILL BE PROVIDED BY TOWN F HO Y PRIN
ZONING: R~ 0 . 3, I '~,I I Q p N m J =ALL TOWN OF HOLLY SPRINGS EROSION CONTROL MEASURES WILL 6E
COCATIDN, QUANTITY, AND PLACEMENT DF DRAINAGE V/~CENT ~ _ _ _ J ~ L _ _ L _ ~ l_.. ~ ~ m ~ ~ ~ } Q ~ ~ COMPLIED WITH URIN N TR TIN D G CO S UC 0 n 1..r,~ - I / ~ ~ y ~ ~
PIPES AND ER0510N CONTROL DEVECES MAY VARY ~ ~ ~ ; 1 ~ -ALL FEDERAL FLOOD HAZARD REGULATIONS WI MP I WITH SINGLE,.HANDICA,~ RAMP ~ ~ LL sE Co LED
~ ~ ~ TO BETTER CONFORM FO FlE10 CONDITIQNS. - ~ ' ~ F ~ g~ ' , (n ~ DURING CONSTRUCTION ~ ~ (TYPa~AI _ Q , ~
% 1 ~ ~ ~ ~P ~ 2 ~ '~V ~ ~ ~ ~ ,ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED ~.e 10 B11
o r, ; ' / L \N ,66 ~ ~ I~ ~ • ~ Q TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL PI 19+ PIP , 19 0.64 ~ ~ ~ N - ~ ,1 ~ TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND
\ 11k~ ~ - i kD°'p0 W ALL WORK AND MATERIALS SHALL CONFORM 70 , ~ ~ ' ~ do d~ ~ ~ ~ 9 ;,.I n , " ,SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS,
THE STANDARDS ANO SPECIFICATIONS OF TOWN A ~ ~ - ~ ~ 0, 6 o © ~ 50 -Q • - -CONTOUR INTERVAL IS 2'
OF HOLLY SPRINGS, THE CONTRACTOR ~ ~ ~ ; ~ A / i ; ~ oJI~ ~ .25 SHALL OBTAIN A COPY OF THESE STANDARDS \ ~ 0 ' ~ , 2 i ~ _ ,r , + ~ ' ~ Q ~ DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS
PRIOR TO CONSTRUCTION, i'~ \ r'~ \ ' ~ ~ N ~M ~ i A 1 ' 4' DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE ' q C # '
i~ \ \ ~ / ~ , 4 , - ~ v, . - \ x / % , I ~ ~ .CONSTRUCTION DRAWINGS AND ON THE- FINAL PLAT, AFTER
\ ~ , ; \ \ a 2 ? ` ~ ~i ; SUCH AREAS CAN BE DETERMINED ANO HAVE BEEN FIELD VERIFIED . ~ ~
~ y ~ v v ~B~ / ~ -PERMANENT COMMON OPEN SPACE NOT DESIGNATED A UTILITY ARE!~~=; '
v \ \ I,~ v v > x 0" - ~ % . i ~ SHALL BE KEPT IN THEIR NATURAL STATE AND DESIGNATED AS
' ! \ / i T ~ ~ ~ ~F . ~ AREAS FOR THE CONSERVATION OF NATURAL AND WOODED AREAS
1 %i I ~ r' ~ / , `,1 ~ ~ , ~ , ~ , ' q ~ % ' /r rq? - .CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION ~
1 i 1 ~ - i r' r' ; i ~ i - NRg~ 'X'~ ~ ',:J,, ~ Fq , ON TH15 PROJECT MAY BEGIN
~ ~,j i it - 'i / I~ ~i ' ~ ~ ~ ; -LOCATION OF STREET TREES AND STREET LIGHTING WILL BE FIELD NR~'2 COORDINAT T IMI AT T
1 ~ ~ ~ r P gk~ i i f , r R1 ~ - - ~ , ED 0 EL N E CONFLIC ' ~ ,1 •a~ -WATER SERVICE SHALL BE E UIPPEO WITH A PR R -R R VA _ Rai 0 ESSU E EDUCE LVE
1~ 1 E~ IMPA T UMMARY 1 ~ 1 Y ~ - * ~ ON THE PRIVATE SIDE OF THE METER
2 1 ~ OE ~ P F , I ~ - •"20 r ` r . F ~ . - LIGHTING PLAN TO BE DONE BY PROGRESS ENERGY
JW 99 - n, - - - N,p ~ ~ Q. ~ ~ ~ -FEE-W-LIEU OF LAND DEDICATION WILL BE RECOMMENDED AT THE RATE
G'~ - ~ ~ A 6 ~ - ~ ~ ;2 ~ 1 , ~ ~ ~F, / OF $904.00 PER LOT. I ~ ~ ,
I / ~ ~ i ~ - MaNTENANCE OF OPEN SPACE AND POND SHALL BE THE RESPONSIBILITY I `
IMPACT UMMAR 1~ ~ P..-- I -_l_-...-_ I ~ / ~ QF THE HOME OWNER ASSOCIATION.
1 \ F I ~ 1'~, ~ ~ os ' 1~' PEA r~~ .I.- - '•I. / / ; ~ r AL.L STREET INTX. SHALL HAVE A 25 RAClUS ALONG THE R.O.W. . .,1
~ ~ (i I JW 2+757 - ~ \ - ~ ° / i , ,.1 k ~ ~ ~ ..I•" v . 'L ~ ~ I G ~ 'r• l -ALL STREET INTX. SHALL HAVE A 30' RADIUS ALONG THE E.O.P. 0. .18~~ , ? ~ . / I 1 •
~ ( -ALL STREET INTX. SHALL HAVE A 51' RIGHT OF WAYS.
I'~, / / ' ` - AlL STREET INTX. SHALL HAVE A 2T BACK TO BACK CURB AND GUTTER ~ i ~ ~ / / ~ ~ ~ ~ ~ CROSS SECTION.
IMPA T MAR ,1 ~ ~ $ ~ '''1 PR DER \ 1 ~ J', I _ .,,,f / / / L, ~ / ~ ~ I,'
TY F I F 1, pia i~ l \ ~ J ' ~ / 1'~ i. / ~ ~ ~~ONT F~ / 'y ~ ~ ~ ~ ~ ~ ~ ~ ~ r/N PLACEMENT OF FILL MATERIAL IN ALL ROADWAYS
1 3 C C$#~ ~ \ -l \ ~ ~ FONT ` JW ,32 - ~ ~ I , ~ , ~ ~ ,
' ANT ~ / / l FIL MAT R HA FR F TI ~ ' ~ ~ ~ _ ~ /I L E IAL S LL BE EE ROM CONSTRUC ON P MATERIAL, DEBRIS, FROZEN MATERIAL, ORGANIC
IMPA T UMM RY 10 ~~2 r' ~ ~ ~ ~ ~ ~ ? ~ ~ MATTER OR UNSTABLE MATERIAL, FOR THE TOP TWO
U ~ ,A A ,y,~ ~ i ~ 2 ~ ~ / TYP I F \ , i \ a. ~ ~ r ~ FEET BELOW FINISHED SUBGRADE, NO FILL MATERIAL NT ~ ~ 2 ~ , ' $ ? 0'~, ~ SHALL BE USED WEIGHING LESS THAN 100 POUNDS PER
~ A ~ I I ~ ~ rE JW 237 - x 1 , 8 ~ ( P~ ' a~~ ~ y'' ~ ~ i , ~ CUBIC F00T. THE TOP TWO FEET OF BACKFILL MATERIAL
,I ~ , . - ~ v v ir. F ~ ~ ~ ~V ~ A SHALL BE FREE FROM STONES GREATER THAN 4 INCHES. ~ ~ N
IMPACT SUMMARY #5 V ~ V I ~ r ~ i~ ~ WFR FOR ALL AREAS UNDER A PROPOSED ROADWAY, THE TOP 12
32 ~ ~ ~ ~ ~ q ! ~ ~ ~ ~ ~ ~ OF SUBBASE, AND THE ENTIRE BASE COURSE SHALL BE m"' ,,'S0 i., I~, U ~ ~ P COMPACTED TO A DENSITY OF 1007 MAXIMUM STANDARD
r ~ / ~ -J i y ~ I ~ ~ v JW 1,905 - \ ~ ~ o ~ ~ , ' ~ ~ ~ ~ r ~ ,~j ~ i ~ v . ~ PROCTOR ORY DENSITY AS DETERMINED BY AASHTO METHOD ~ x r
I; ,1 ; , , ~ 2 j ~ I ..r T99. FOR THAT PORTION OF FILL UNDER ROADWAYS AND I ' ~ '""'C ~ ~ EXTENDING AT A SLOPE OF 1 TO 1 BEYOND THE BACK OF
TEMP. IMPACT SUMMARY 6 ;1 ~ - E G~ i I ' I 4 ,I ~ ,~9 ~ i I I ~ ,-he i CURB, COMPACT TO A DENISTY OF NO LESS THAN 957
APE ~ IN F ~ CB 15 , ~ ; I ; I, • " LS,.~~ OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY AS
,3 ~5 ; , 3,1 ~ y , JW 834 - 2 - ~ r ' is ~ ~ ~ , - + o ~ s ,e t~, ; A ; I , 'I ; ^ I R51 in DETERMINED BY AASHTO METHOD T99. FILL MATE IAL 2 `i'' "~SPREA R, - SHALL P C D IN IFT F R F I I; Q~ r ~ W BE LA E L S O 8 0 LESS 0
NB Z1 1,260 ~ CIB 1 , ~ ~ Q ~ ~ y UNCOMPACTED SOIL. I' -'I ~ 2 0
Z2 825 ~Y 2 ~ ~ Q ~ A~ 1' - I Y A ' / ' ~ 81#20 r r~ C~ . ~ O N OTHER FILL MATERIAL SHALL BE COMPACTED TO A
~ ~ - E MAN'D ~ R ~ ~ - ~ ~ k ~I ~ ~ ~ l., - A , i~ r '~I' ~ ~ ~ ~ W ~ ~ ~ DENSITY OF NO LESS THAN 907 OF THE MAXIMUM k~ %I ~ _ ~ ~ ~ W Z ~ ; ~ ~ ~ Z ~ ~ ~ p ~ STANDARD PROCTOR DRY DENSITY AS DETERMINED
TEMP. IMPACT S~JMMARY #7 \ ~ y / ? I ~ ~ II) l ' I ; ~ v F` ,p ~ i,- o ; ' ~ - L- _ _ ~ ;O ti.1 ~ to y BY AASHTO METHOD T99• BACKFILL MATERIAL SHALL
~ ~ 2 ~ , 2 v 30 ~ _ I v; - pq ~ _ .,f ~ ~ ~ N ~ (9 ~ BE PLACED IN LIFTS OF 12" OR LESS OF UNCOMPACTEb ~ . / ~1 ~J' ~ ~ Z~ Y I-540) SOIL,
A I -I '7 L-::~_ ' ~ ~ I -29 I ~ JW 3,988 - ~ ! , j~, 'T ' I - ' ~ _ z s5 -i .J, , ~ C4 E ~.~~,0 I ~ y AKE XPR
NB Z1 1,201 - / I Q ~ ' Z2 603 - _ / ~ ~ - I 2 SJ- T ~ _ - , ~ ~ - ~ ~TENW Q ~R
3 1 754 - A - - _ -r=l L ''I ~ _ - - - _l..-_-- l , Z - ! - - ~ ~ ~ ~ PR ~ ~ R F 1
cH 100 20 v - - J L-~ , I- - I ~ , r~ F ~ , ,
L_ I/ 1 - - - - - ~ ~ g ~ ~ , VFW` , , > i i ,
1 ~ g -r --z Ir I, ~0. - ~ ' ~j~~ O ~ r' , ' I' ~Q. ;
;
\ \ i - i - ~
NlF r~~ '1 ,
NC a~PAR ,MENT F TRAM P RT - T S 0 ATION
~ ~ s- ~ ~ ~ Z ING•'R-30 ~ ~N _ - ~ s ~ I ~ '
VACENT - 1ao 1 d~ ~ ~ 1~Ob `YR F~bOD ~ELEV N CARP
, - ~ ~ - ~ - , - - - - -BUFF ~ l I ~ , ,
- E-R OFF . , - -_EE-R--OFF R W ~ ~ ~ o ess~o ~ , , ~ ,
a ~ sou.
, . ,q~~ - - . ~
, , 5 i , , '1
- ` ' ~ ~H . 1 ~ P ol~~ P
- _ EX ES , ~ ~,ti EX , ~ ti, ~ ~
_ - KE~~~~ - WP P :3 , O'~, ,~,a
~ RN NE
S~ OR , 1 , l ~ 3 bL
F , W R , ~ ,
,,I, ' ~ `
' i~~
fl~-1333 S ~1C~ l
STEWART-PROCTOR SITE IMPACTS FOR ,
ENGINEERING and SURVEYING Tf ! A A l r~ ~ ? n n i i i! r'~ 1 n r, f
319 CHAPANOKE ROAD SUITE 106 -qqv Kopp, l U.D uAIV l J U0U1 V 131 U1V
RALEIGH, NC 27603
TRACT 1 TEL. [phone] FAX [phone]
16.43 ACS. (TOTAL) DATE: OCT 20 2006 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
-0.26 ACS. (IN RD. R/W) RJ-SUNSET
SCALE 1 "=60' DRAWN BY CJH WAKE COUNTY OWNER : Sunset Lake Partners LLC 16.17 ACS. (NET) DWG, NO.
REVISIONS: RJ-SUNSET ZONED: R-8 P.I.N. 0750-81-5052

6,40 r
Level Spreader (not to scale)
wv t •„,..w 1.., ,r r....r r..w „o•• ,vn w ,m Definition A non•uosire ou0el for 0oneenueted mnofr conswcied t° Sis;><ne (low
rrsoaAat t , '~4»titvr; ",,•4""^'•.. ~ unUomsly tuou t sbpe, Vagetalad y. M;k',,~(,;e~' . Trenallion ll...l 9'
dlvenlon s••a . •Y l0 0 grade Purpose To caravan corrcentnted now to theet now end rclcase it unifomli; wcr a sta• 1 Ewud~+.
tew,..r s' .,tr q.+rS 'yl' ~ • 'g "r•a, w. s: r~'2.rik, Ii ",n.va, ~ W; 1u a~ a
'r ' „ A"~"'',",o~ *A~•~ ~ ~''a ~ ~ ` ~ w a~~ COnljtllOnS Wh9rB Whore udimem•fra srorm runoff cN be relrascd Vn shai Dow uown a s~abi~ a..•,4 Y 1,.It t, y,. ~,M,..• v, 6,,,•Y.4/~+,,?, c?;•s r r•• , a,. d PracticeA IIBS Iwdrlopewithomuusingerosion.
• 5cbcdule a ncoaetnulion cortfereN+oc with the /~~'~~~,~;~4`~ ~ Mµ, g,r ~ r, Stabilizeo pP 6atH'"",1 ? +w~•r!•" 1 / ~"yyw Y• slope Wheraalevelli can berAnswcledwlthoulfillin .
1 UMam x I,I,d.~ttabiny penrttt.. P Stable a• d v», ,u. 1 l1, t,v y v, UndlblUrbad ` k 1,. ~ Y~ ,l, V ~ ~ A When Nt uca below iht spreWu lip it unilolm wia Ne slob c( lati. or Icss
EnvuonmcNal Fi1Mca, . alt (saa, baainx ar , ~ temporary dive a iowU 2. Inctxll treVel eatYatnN~ P~~ v Ian. f'1gr only a atasaery ~ M r tea. txw - - - - OUllal A,• ~,sl WeL \ p"».L tndlssublefwandaipatadDoweondilions,pro(ueblywefl•vegw;ed.
otbex mecum rr rboErn fire tha eppro ed p iaunediirrb. rftor ~ GIIItrSS LINED CNANNEL fEC110N v, a, d„ ~4~ 1",+h ~ <~V \ • d~.4., 11 Ja„ y11• w„ W dl, uy1, 1» ~ 1~ Wherolherunoflweterwillnotre•wncenuatcalterrelcase.
a devrgY. seed temporary dtvaciotu, betlTOa rEld bafarY e, aa,: I~ the vlEws corstrW4ar1. LAOKING 1,. ?rn +Ix, 1. yY. yn .1, i. "4„ ~Ir ,1,,,, vU~ b•~ nl, r"" v,ui Whue Urere will be no tnrnc over she sprcadcr.
V[ en On?1l61nipeCtSOO by ~ EOVUOnTffetel BO~DCe[ 10 DOWNHILL
oolx:a a CetttbaMeo~Compltenco. a r[zna+ AT tTA!' taiD devices Y nNded ~ ~ fF~ . Mun r vp, ~Y( tub, y b• ~ r.,. 1' 11, Planning Thekvdipradu4trtVdvelylow•coslswcturctoreleascsmallvulurnuor
~ BeYm cleartll~ /ed pubbmfj inlets with Otod and {rr~ ~ ~aeuole, ,1f sllotMYl, rnd protOCt lion ~ S. losull >aoml rrRa ' flpun 1.401 LNN rpnugr 4 dlNpnld q dkplrarlmll vegmll N wnanuud bw loon /aces rbpu. CDn$Ideration$ ~enaa~A fbw when slteCOndiUons ue miuble (Figure 6.40a). The Darts! ua muu be wllotrn tnd well•vegetned with slopes o110% or Icss. Particular OYemuttbOWcWIWWniWCllheoUUeIIIpCOmplelelylevellnastublc,undit•
ovod mea[tlrcs rs rtwera oo tits plan Wpa coolrttue r tvci we ta[ IMx am tr•r sedtmeat arils fir fllhrr appr reme [oe ~ twt¦•r w Grade-Thu artde or Ure less 20 fat of dle diversion channel should provide twbed WU, My depraslanl In the Up will concenolte the !toes, resulung in
buildint. etc. ttvirA ~Y{~~ M~ ditch ' 1 tmaoth QtnsidOn from shorans! grade to level at u,e spreader The grade or the eradon, 8vduate the oudet system W be cure Ihlt now does not concenwu haloes tha outlet (Figurc6.40b). The level spreader is moss often usca ac an om•
ei Reax alt: ~apglll aP to finist? ~ letian Of ~ ,,.r.~+„ r., "t o SabiL[e ati (IS) drys etTSromp s YO r...r ,r,,. y GRASS LlM Uturt ere. Seed and muld? denuded xree• within Mean r,1 ru . . ~ wn• w n.rr r f'rR~ UN~ ~bN WTTM JET[ WTiING spruder should ba09o. let for temporlry or perminent dlvenionr and diversion dikes. Runoff wain h conulning Ngh sediment bad! muu be uutc4 in a sediment trapping ounce
Of~leOTetNx1. r>,r•w? . anY ~ ere ,nd x11 anxe an ttabiliud cotapl~lf~ tall . ~ ~ •.rrw ew I, • Sprader Up-Conswct the taus! Up on wdumrbc4 soil m Oviform hcighr wld bctore rekaso In t kval spruder, uro Qlde over the length of the spreader. Praat it wish en erosian~resistem
' 1NpcO COnE{tUCrlOr U Ctlalpl 54p 2 i"i,u Y4~A•lt'•A r •1rd, r„~, II 11 tm ell M RL ts1?t It r ~a for as incpeuion by rho Envltat~?aa ~ T materW, lush Is fibuglass malting, to prevtnt erosion and Illow vegetation a ~eSlgn ~flt@rla Captclly-Dmesmine theupacity of the sprcedu by esdmanug pwk flow baome wublWled,
di~•lrstORS, uh feats, codlmcilt bwnt, jj il. if SUt U eppTO+rd, (a1AOV! llC1POlOSy COnIfOI 4i i fromlbelayrsbrm,Ratridthedrtinegearuso~atmazimurnOowsuuothe
rliultin hart areas. All TfirIx101Et~ P~md 9atL.ldE.lr I seed out a prbtUia ray Y be iTIelYlled. , , Oudd'ana-The autlcl Asposll uea muss be gercrally smooch and sprudawlllnotescce430cG. uell•vegetued with a mwmum slope of 10%.
i disapators, should now : ~ I dMCCE, YUCb ll ~l~' tY I ill! 1 by (ill . ~y, •t r , , - Spruder dlmllulons-When warn enters the sp¢edcr from °ia cn4 as Bom
'shc crll fur r am 9 ? 9 WEcn McEttrlioa brY bYCOme eAtallb 4 f laioa DIVERSION DITCH ' ' . Obtrin r CatiAcrtr o Come . , . , t. ~ Ye uudldlsturbedtrw, tdlvenbrl,ulalUleappropriatelength,width,enddep~tiollhcryrcudu(rom Table 6.40x.
EntitocmloGlrlJED, Construction 1, Thl mattingshould be / mtnlmum or4 h wide exmndulg d inches over the Corswct a 20•fl aansition section in the divarsion channel w V,c ~ ~a~h ul ItK
s to meet Town o Y ;,;,„.tv~, vide seeding of slopes and all other or~alender da , whi~hhppve~ 'i'•c~,,.~•i ~10NE 10. Pro orkl do or whlcttever ~ (TONE LINED CNANNEL iECTION Speeif(eatlons OP 10d boded d Indw deep to a venicll the cower edge. TM upper divusion will smoothly mul the width of the sprwdcr to crs nc uniform dp abould boa against smootWy at sod and be securely held in plan with oudlow.
ata dotds. 15 w 9 0 colender ~yar . tins r~ ys or f) SP and 15 working gg ~a aloe is shiSrteF P disturbed areas. closely Ipaeed betvy duty wire mpla r lent l2 inches lang. Table 6,40a
' hotter for all otter Is s 1,6NUrodulUgspttaderllplsldvelfuunlfonnsprudingofstormrunofL MlnlmumDlm~nilonafor DalpnFlow EnumaWldlh Dapih Endwimn tonpm
LWelSpr/Idol cb --•minlmumdlm/nalonlnlaal~-~• ~~ContoudUwlDuelspreaderonundlswrbedsoil(notonhU). o•to to os 3 io
tt.,a, •r trtr • M Mdi N ell,d 1°so to oe o 20 ? ~ •tnrot 120•D tnnslUon IeeUon from Uw tGvusion channel to blend so•ao gl o.r o 00 Iq, r.., , GOai
IW •M W W •Nre1LL ";-;,~r;jyhm,~~ t~~to,t~~hly to lyre wldfh Nd depth of the sprud°r•
r 1 ryJleR»"wi~ r
invent Tra c and Pondc 1 8afn•e for Sed P TYPIGL CWWNEI SECTIONS
I
Cross Section
Material Variable -----r- A A stapled in
place 8 •
r.e .crx a sw is N wwl min I
w rw ~I{t ~ 111! ~r= .1' -I _fmr y=~~ ~ I=~~~~=7111 a I¦R NIO¦t:aa Instx V Level II ~ ~ 1
rr ttur,m,r to «@ ...,..n « strewn a s>z M~nOrR L IIR rat roa to 1¦~AS aula¦a+c¦¦r Iglswra ~ trAm. of spreader ~II I _ III = II I ~ d1= II C=fir-~_ n''
a M ¦1u At sloe ¦ut = (~~~f" ~~~~~I = I!~_ I_= A r wsaucnos ¦i voaat ntAlu- - ll rat w¦ s rror ~¦islit[ 1ASO a ur[ Buried = I ~I~=1111-
SEEDBED PREPARATION r :~;ti;Y=r-r'~iai tetiiii®~.,; [r a ~tN a ~ ' tact•rc f:~"'al raoc a ItALpl6•., t~acraSm char, A¦• AA ~tst a ro e~¦ ¦c na¦' 8• tetra euoat tifiT ~ W V AtFOt 011gA11A K P¦arOtfo AA~IT, g~x ¦Oan
eoseYAtr .,,r IrgiACq ~ ' ~ r' ii•. •ea[1OI e ~ Flpur/ 1.10E Gail of INN Ipnld/r uau uatlon. ~¦ASR i i A P¦GLL1 0O411AR7 1011!1 rN0 AIO OE1at
),~1,1•r IfYY' ar•7il I~~R«w~T a a M we AOeO, 11A IOtQAIArs aulwan 11LL CI[A¦ NG10 M P¦IAISCYI
iEl COMPACTED AREAS AND SPREAD TOPSOIL 3 • i~ X ~n ~ S, Dlspene runoff from the tprudu across a properly slabillu4 slope n°i ~ exoeW 1091. Make sort ua slope Issufncienuy smooth to leap noes from con pVyg
D , 'OVER ADVERSE SOIL CONDRIDNS, IF AVAILABLE ~ l ' centndng. ~
2 ~ , THE ENi1Rl: AREA TO 6 INCHES DEPTH. fBflI~L~S p~ ~ ~ 6. Immediately dtu iu eonstnseoan, appropriately seed end mulch the ensue d'uivrbed aru or the sprcadu.
ALL LOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS ~ K. 3 ~ REAd~VE
LEAVING SURFACE REASOt•'r'•BLY SMOOTH AND UNIFOR4. ~w,,,,,1 Maintenance Inspxl level spraden utter eveq rainfall until vegetation is established, and ~ 1¦? TIM. ~ ~ ~ prompdy make needed regain. A to the ua hu Deco slab0¢ed, make pain
ZER, ANO SUPERPHOSPHATE ar ra,a e•,nms rAfK a. aPPLY AGRICULTURAL UfAE, FERTIU ~ xr w ~ r1 { e7•xM6 •Onrr,. , ' UNIFORMLY ANO MIX WITH SOIL (SEE BELOW w. ~ .a~M.. r.. Y odlC Inspections and kaD vegan. ,n in s huhhy, vigorous condiuon. . ~ ' 'rte. ,.t ~'t a
r~reor n.o....~r rA rrr• r, WELL-PUWERIZEO, FIRM ~"iO r -
L, CONTINUE 11WACE UNTIL A INCHES DEEP. ~ "e "O M ~ ' ~ r lw~ ' ' • ~ REASOtlAB1.Y UNIFORM SEEDBED 15 PREPARED ~ TO 0 ~ .E;.
r w moo ADO IIR~ ¦IOL ifC110M A-A Mu Wonbt
5 Sl:c'D ON A FRESHLY PREPARED SEEDBED AND COVE)! I ti p ) PMENT OR CULTIPACK AVER SEED ~ ` Arre SEEP LIG)(tLY WITH SEEDING EOUI eQO, ~ „tee, . GROSS SFCna • fROSS SECnrJN r[Taa IG6T fro vtrt tan,[
TELY AFTER SEEDING ANDANCHOR IItArCH• csa rrr tofu Isaay ron tra AiAaNalA ¦olsmru sl¦r Aaoaoe
~ ~ uuLCH WMEDIA 1, la M t)n N IM rlpr¦p aprtsn. M^9~ -F' ~`A[tOdARE
p AREAS ~,Np MAI(E NECESSAiKREPAIRS OR T FENCE 1 e.) INSPECT ALL SEEDE ,IF STANDARD TEMPORARY SIL CONSTRUCTION ENTRP u, L10111~- i. d - 1.0 tYlltla nla rlrtotYnwn sort. dior?abr art lON ENTRP.NCE 7 ,Y.. at.n
R NGS WITHIN THE PLANTING SEASON, IF pOSS~LE ESEEDI .,J_, x w as-~rw .ores w.w•~ w r» I ,
OULD BE OVER 60X pAMAGED, REESTABLISIIFOLLOWING STAND SH ING RATES. -t rrrrlal wtr. r 41M ¦w¦rarr N r w.a, TAM r ¦.rrr¦ ri.wAr twNr lx r w w 4M w I -a,.. I ""'a tw Irlq tr war ¦rNl Y Yes.
ORIGINAL UME; FERTIUIER AND SEED i I 4. A IIAU M¦rrbt w t01ar lorrk ahask w
SPECTOR ON MAINTE?~ANCETRE~ITMENT s.) coNSULT CONVERSATION IN ' YsMOllad IltrsMn w 11p1¦p rend ¦ol I¦IradoUon. , !
TION AFTER PERMMIENT COMER LS ESTA6LISHED• ANO FERTMIZA I PhPE CUI1fJif OUTLET PROTECTION FCR DEFINED Cn%.nrvE~
ACRES J TONS/ • U TURAL '.•VESTONE - Z TONS/ I; - T
APPLY: ACRIC l Ac^t sty CU1Y SOILS) CUSTOM BASIN DET - I_ I I 3ASIN DETAIL _1Y,,, - rt~
FERTILIZER - 1,000 Ibt. /ACRE -10-10-10 -------'-°-°~'u,ol. ao.~w,a_----- u•-r - -1 rcc aarrEe -
UPERPHOSPHATE- 500 Iba> /ACRE -2010 ANALYSE r eseeD ' S RAIN STRAW TA?r. i 6t6PE ~ I-~ I I- P¦t r. pE g N r tx o¦ r 17/ ~t
MULCH -2 TONS /ACRE - SIAALL G r rrc oN r T EMULSION 0 300 GALS/ ACRE a~ TAtr nlolcc>m r w rtmt trtN u ANOTHER - ASPHAL rAer onotoe to a ~ rot aura 4 Irwin uau ~1/f
A14 ~ UMtM aA~ l lf•ar matte rnwc Ttt[ C?1tAR E y~iotEp f[TI IW 10 t Atlt?dED 1r
l ~j g ~ ) t i ~ g70E ~ tr -s.... ~
i u.o StIf.~OE>r ~~sll~ ~ RIPRAP s~ ~ i
S • tlttttrtee aua ~ 1~11¦M
I,oo,t . •on, a,t•Nao ~ 110 t' ttlOf. AMIOI wo ta~ oetol. GRAVEL DONUT
s~ w w w,• r uw R DETAIL DETAIL nr+lrx aac I~ oo ~
G SCHEDULE 101 """"'10" SEEDIN IIICIgN , to rs ow
( Tr ~aleTRlc w~Ew Ir
,.+ti, ~ , AIID rrn ,
TAR pr MW xro[ Lli~l„~ A>r tDft A A ~L11'~TA!~
r Max 3:1) NOTES: ~ ' Shoulders, Side Ditcher, Slope ( E801LI~EEIII - \ tl dUY ooW I~ s+ui ec r as +o pVC ttiTN w Ala W AID BOA 1DT1 MALL E
nth ao; t' MOL ttptnGK STAY CLT: lDlr tilALL t fIACtD AT i M eaP ~OLENCF r1'E RD1SL ><OT! s1ALL E r tCN4 Olft !T fr !OR llAtl E tD AT d101/O TsIE T a !OR MALL E S1pA¦A1FD
TTPE ~ o FlI01 11E NETIT sf.T B1' OT ~ f'![, M Nlaf~ ~ ltlr of SD QATE M OEP'IN OF aA91 Yee16 'tllE 1~ ~ X11 ~ SDIi MALL ~ ¦
300 rTe%ac 7) M TRIP IJ>m ACCOmINO 1Dt: VAILN'lE SSYMIY P tYlTrl lfON3 T K ¦T11 lfOR3 M tDIGRI 0 ¦ ms's' ~ Aa? u ~ ~ IDI01M
t0 - ~ 1 Tdl Feeew CHECK DAM 6 TAIP SHALL BE SLL1R[ TAIPS w Auq ]00 mph ExtET~ f#OlEl:t101 TD 1TE O/ fIIC feD[ THEN TAIMi lSALL r 010 Nov 1 - Yar 1 TOY FNCw 1S uRnFAN TAf~ Swtt1 OrOaN OOw1ltAtl lat. Aft T'/R ¦Slil ~ Trilf~s~wlTr ono A m ~ ~rAtr,r ~ 4"r~"' . rt R TK T/R MITI t ~ ri Nuri a a • AI¦oll cunt PUN
OtITr' SIlUt71 TNPASIIf Ifx !11 ~ANLL t Abruxtl ~la IAiI IINL ~ CJ<Ar4D OIL~SY i Ir r r rr _ ~
]00 Me/aac Alor i -Apr IS Toll hccw ~ r 1 1?Ia rurtC or ~ M ylu (fIDlq
Apr IS • Jun 30 Nulled Cantnloe 0emtudoW°rw 120 IW/aon eioAnnsr_eaauxn WATERWAY tin ¦TOHE CENTER GRAIN IS62EZOlQdI ~.a ¦ 1 Hors
Jul 1 - Auq 1: ToY ieecw oI?d t N•6rovnto0 NYIeS ~ en/.ae EcTT...! UII:vAI IsrAro n Maiaamrl I S t~
„••ar SorgMNn-Sudan MfYM~ ~ `Il A R IfYa le0( 1a111vt SlOettAIIlt ht>~ I00000 rear 1I41lASrv[ tJMCi
e,p. r ~ o~iras A ~Qa a urov~i,~rt. .,ww r avr Aw /se aneT awut nr wro oau• 7(Y • ~ , ¦3 d a10[ Wal ~ Q IfYm !r ~A~I) A-A
SlopeY (3:1 t0 2:)) asaAaurA«nan,waAx A A GOa ; l', ¦ arratrlavn Door rero®tss. t~nrc 4~~C`J1~ F4SO.la• ~ ~ ' plr[M90R la 1 ~ ~ Ya¦[g A~ fdtaf Lwnkel
I SericN Leepedei0 (econfied) SO ~0pe - - ~ ~ ~r f 10 Olloa IQ AMAO/K41[ ~l LOA D106D1rS a'-C M Ir ,
Mar 1 • Jun wa ! - ~ Ira sw avn+ u ra trtssa w Boor m 1. to M tin rlrigtlr N tlra riprap apron. •
• Add TaY Feacua 120 Iba/eCn °N,ooc«~rr rys~~ (liar 1 Apr 15) t0 rx rax~u G" Huu.rl r >s¦ FA1wC a "''i 4du.rl onto ~mw ~ 2 d • I.S INrI¦a nn nsotlmum rltona dlprtNtlr rut
Ot Add WNphq lovep?au 4 ~ wx awrn rn,war+•/ w,r~a r (Nor t -Jun 30) Iy Ibe/sen 1H wtrta aus' not Iw tgan 0 I R~?aOC~ Y-SHAPED ~ATFRWAy 1MTH SfOIE CFNTEII GRAIN LION ~ A IIMar bbMul x IOlar torAc Mould w t
Or Add NuYed CornrltOn ' Afar 1 • Jun 30) • ~ ( FNCw arld 120 Ire%on ~"e"'"s~"tt w try •(tEAT n rota! t¦1AAG) A 9 InalaMad Ntrlserl tlla ?IPnP llrld Aoa la¦botbn. I deotelrnt.c B I
JW 1 -Sep 1 w'TaY 3S laa/een 'Inl o~ rnrwr arc aar~sar /"&orntop 611tH ao~asr t ~a~ F4MAC SASE ~'~y~ 4 Tt„6ER5 s4 -
»~a SorylwNn-Sudan Nybrlac ~ h•.M A-A PIPE OUt1.ET TO MT AREA - NO WELL DEFINED Crv,NNEL 1 ,
Serk:eo Leepedau (wYtLlred-urtecarYYd) 70 Ire/e0n , Sept • 4or 1 Faau 120 la/aafe Ri0 `w / I
and TOY RIP RAP LINED CHANWELS
Add AtMUaI Rya 2S 1 (Nav 1 Yor 1) -
8,111 MEVf
~ '
Inter Or SOY Nww•^r••-'•S~~ ~ 0.GN WATAt Comull ConNrvaUon Enq (tm, a rLra,•a srq IN ~ turueao suaavr `vv~svtW of N ~R
oddilior,d lntom,ation cor,nminq oflter ekentoflti'N far uege/lltion of ~ Es9y
decoded enae, n,e atw+e vegetoUat ratty on thoN trltidl do YeY w,der wa ~"fD ~ pf 0 Q~
bed oondltlone: other ceding rate COntt?Irtatl0rte ore NOTES: 1. CPOSS SLOPE DIRECTION VARIES. SEE U1VUT PIlJIS FOR pIAEC110N Of SLOPE. row ara ECIION Of SLOPE. ~ S~ 1
r., . narn,on•rtl occnnucio,e cno CF_rCT1WISHING ALL POPES IMSit11it3ED EtY 6 OIS)IlRBED BY 7Xl~d }
*wjO"jpwpwy - Reseed Actor mt NEW B-B
m cover to Oros ow 12' N hekht baton coNSTtucnoN. vpototlon. Oo not alloy G porory nwaft. otherwise fescue maY be shaded aut ART - PROCTOR , "oiNSTEW
OFMO IOI A LIE oww ENGINMING and SURVEYING ixc NOT TO scuFb ~ 4628 TRYON ROAD
STANDARD MINA NUMB£R'H5320 STANDARD DETAIL NUMER.-HS315 RALEIGH, NC 27606
L BOLLARD M~„~a SHWfCDEQ wa°9jKOL POSTS DETAIL DAIS Rfl?S10NS „~Y sP~ 10 ~ GREENWAY TRAIL IL DA 7E RE 51ONS TEL. [phone] FAX [phone]BaJ Sa~+ Q D O l
TONN OF HOLLY gPRWGS ENGINEERING DEPARTMENT I TOWN OF HOLLY SPRINGS ENGINEERING DEPARANENT s ARTI£NT
1

-ALL STREET INTX, SHALL HAVE A 25' RADIUS ALONG THE R,O.W.
a. Maa amw - -ALL STREET INTX, SHALL HAVE A 30' RADIUS ALONG THE B,O,C.
51' RICHT OF WAY it *ww"rinr S' S• 47' g_g 2• ~ BUILDING SETBACKS 0 -ALL STREET CUL-DE-SACS SHALL HAVE A R.O.W, RADIUS OF 50' Z
23' PVM'T, T WN F H Y GE ERAL SITE NOTES: L z.,/21_z 6 0 0 OLL SPRINGS AND A B,O.C, RADIUS OF 40'. W
, ~ F1. 1/4"/ F?, -y : 3. Flu ~ ® r-r cawaxa as No wnn SITE CURRENTLY IS FALLOW AND VACANT -POND TO BE REMOVED. a
4 FRONT 30 ALL -ALL STORM CROSS DRAINAGE PIPES SHALL BE DESIGNED IW-~
3:1 SLOPE e" ABC T , CONSTRUCTION SHALL CONFORM TO THE TOWN OF HOLLY ~ SIDE 6 cur w 1" SPRINGS DESIGN AND CONSTRUCTION STANDARDS TO HANDLE THE 25 YEAR STORM, DENOTES WETLANDS -ALL STORM DRAINAGE PIPES SHALL HAVE A F.E.S. AT THE OUTLET.
o~tuY ® AGGREGATE 20 TYPICAL CROSS SECTION ALL NECESSARY APPROVALS, STATE AND LOCAL,'SHALL BE OBTAINED ~0 TAINED -ALL STORM DRAINAGE PIPES SHALL HAVE A
~ CORNER 30 WITH SIDEWALK ~ PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. ENERGY DISSIPATOR AT THE OUTLET. Siy
NTS ALL NECESSARY ENCROACHMENT AGREEMENTS SHALL BE OBTAINED /ry NfD -ALL STORM DRAINAGE PIPES SHALL BE RCP MATERIAL
PRIOR TO THE COMMENCEMENT OF ANY CONSTR~lCTION. ~'0
CONSTRUCTION DRAWING APPR VA D L IS REQUIRED' BEFORE CONSTRUCTION ti ~J STRUCTION o0
„~,,,~„,a.~,,,, OF THIS PROJECT CAN BEGIN. ALSO, ALL DEVELOPMENT FEES ~ SITE
r r (ACREAGE, FEE-IN-LIEU OF ASSESSMENT, AND INSPECTION FEES w ~ EES)
,„=~,w;,;,, ARE DUE PRIOR TO FINAL CONSTRUCTION DRAWING APPROVAL ~ n~, . o p~, G
cuT CONTRACTOR SHALL VERIFY THE ABOVE AND BELOW GROUND LOCATION cL .OCAT/0N ~ 2
~ Pa?~ OF ALL EXISTING UTILITIES PRIOR TO THE START. OF CONSTRUCTION 05 1CT10N w ~ to v z y~P
CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTING TYPICAL CROSS SECTION I' 'VFt1CTING E ~ p
SUNSET LAKE ROAD IMPROVEMENTS - NTS UTILITIES WITH THE APPROPRIATE UTILITY COMPANY AND/OR AUTHORITY 0 ~ ~ ~ AUTHORITY F1. ~ ~ ~ R ~ ~
CONTRACTOR SHALL VfF~lFY ALL EXISTING SITE CONDITIONS PRIOR OR ~p0
TD THE START OF CONSTRUCTION ~ ~ a
NOTE - A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION O ~ i
SUNSET LAKE ROAD OF ANY SIGNAGE. ~ / / N
ROAD UPGRADE / / VICINITY MAP no scale / > ( )
Q r /
R/W = 100' r / / ~
ROADSECTION = 74' B-B I / W o NOTES:
W 5' CONC. SIDEWALK ~ ~ ' / F- -ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA I ~ I / ~
I I I / „ Z DEPARTMENT OF TRANSPORTATION STANDARDS ~ I 8 / / ~ L ~1 4 W -WATER WILL WILL 8E PROVIDED BY THE TOWN OF HOLLY SPRINGS.
I 7 I / I 164 LEVE Q V
FRANC , F 0 NC VI C C 6 I I I / / , Z -SANITARY SEWER WILL BE PROVIDED BY TOWN OF HOLLY SPRINGS. / SPR DER N ~ ~ Q I I I ~ J Z ~ -ALL TOWN OF HOLLY SPRINGS EROSION CONTROL MEASURES WILL BE
Z I 30 ~ _ J L _ _ _ L. / ~ Q COMPLIED WITH DURING CONSTRUCTION ~ - /0 9 ~
LOCATION, QUANTITY, AND PLACEMENT OF DRAINAGE V CE T ~Y - y N -ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH
PJPES AND EROSION CONTROL DEVICES MAY VARY ~ ~ ~ SINGLE ANDICA RAP ~ c°v " TY AL g~ ~ N DURING CONSTRUCTION
TO BETTER CONFORM TO FIELD CONDITIONS. ~ ~ ~ Q ~ -ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED 0 1
1 ~ Q TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL
0 «n'x ye ~ ~ o.e4 ' ~ N - TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND
\ / kpp.0~ J ALL WORK AND MATERIALS SHALL CONFORM TO ~ / p~P~' Q~¢f. ~ „ r,~ SHOULD NOT 8E USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS.
THE STANDARDS AND SPECIFICATIONS OF TOWN ~ ~ ~ \ \ / / ~ 50 OF HOLLY SPRINGS. THE CONTRACTOR ~ ~ \ / 8 ~ ~2 ' S0 I -CONTOUR INTERVAL IS 2' ~ '2 ~ ; -DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS
SHALL OBTAIN A COPY OF THESE STANDARDS ~ \ / ~ I BMW J DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE
PRIOR TO CONSTRUCTION. 1 ~ ~ ~ \ \ 4 ~ B# , x l CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER i
^ ~ \ / / ` SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED
1 i~~ \ \ \ \ ~ 8 3 ` \ -PERMANENT COMMON OPEN SPACE NOT DESIGNATED AS UTILITY AREAS
~ \ \ \ ~ SHALL BE KEPT IN THEIR NATURAL STATE AND DESIGNATED AS
_ ~ ~ ~ AREAS FOR THE CONSERVATION OF NATURAL AND WOODED AREAS.
i \ ~ ' ~ ~ ~ ~ -CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION
~ ~ ~ ON THIS PROJECT MAY BEGIN 1
~`l R' , ~ -LOCATION OF STREET TREES AND STREET LIGHTING WILL BE FIELD-
~ ~ / 1 ~ .5 ~ COORDINATED TO ELIMINATE CONFLICT
1 ~ B -WATER SERVICE SHALL 8E EQUIPPED WITH APRESSURE-REDUCER VALVE j ~ ON THE PRIVATE SIDE OF THE METER
IMPACT SUMMA Y % 6 2 ~ 1 ` - ~ ~ E' LIGHTING PLAN TO 8E DONE BY PROGRESS ENERGY
N ~ Il'QE f~ _ ( I I N ~ ` -FEE-IN-LIEU OF LAND DEDICATION WILL BE RECOMMENDED AT THE RATE
~ ~ ~ I JW 99 - 1 1 ~ r I I ~ ~ ` F 4. PR T ~ ~N 0 X90 00 E L0.
~ 1 ~ ~ I I / ~ ` -MAINTENANCE OF OPEN SPACE AND POND SHALL 8E THE RESPONSIBILRY I I / /
O ~ ~ I IMPACT SUMMA Y 1 1 ~ I I ~ OF THE HOME OWNER ASSOGATiON. / ~ ,
1 0 13 ~ \ ~ / / -ALL SRI~T INTX, SN1LL NMIE A 23 RADIUS AI,ONt:~ THE R.O.W.
2 7S7 1 ~ oo I O JIN ~ - + ~ ~ a 1 ~ 1 ~ ~ ~ / n \ Q / ' QI ~ -ALL STREET ihTk. SHALL HAVE A 30 RADIUS ALONG THE E.O.P.
~ BASIN \ I / I 1 I / ~ -All STREET INTX, SHALL HAVE A 51' RIGHT OF WAYS. I / 2 .
C8~ I I / / ON -ALL STREET INTX. SWILL HAVE A 27 BACK TO BACK CURB AND GUTTER
\ \ ~ I IMPA T MMAR ~ \ / ~ I - J I / 1 F CROSS SECTION. J / / ~ 2 ~
P Ft, lJ~ pia i / \ / \ ~ ~ J Q 1 00 1 a 3 / / / , , ~
JW 1,323 - ~ Cg# C \ ~ J / / ` / ~ PLACEMENT OF FILL MATERIAL iN ALL ROADWAYS
~ \ 3 > J / \ ~ ~ ~ - ~ / / FILL MATERIAL SHALL BE FREE FROM CONSTRUCTION ~ / ~
IMPA T MMAR 4 ° 2 e~ \ / ~ C SU Y ~ # , ~ / ~ / MATERIAL, DEBRIS, FROZEN MATERIAL, ORGANIC ~ / ~ ~ MATTER OR UNSTABLE MATERIAL, FOR THE TOP TWO
~ f~, LINEAR Ft• ~ \ / ~ 1 ~ ~ / ~ / ~ - ~ / 2 FEET BELOW FINISHED SUBGRADE, NO FILL MATERIAL
v ~ ~ B 8 JW 237 - ~ 1 / I I ~ B ~ SHALL BE USED WEIGHING LESS THAN 100 POUNDS PER 8 ( ~
k ~ 14 ~ \ ~ I 15 e \ \ \ ~ ~ - ~i ~ " ~ CUBIC F00T. THE TOP TWO FEET OF BACKFILL MATERIAL ~ ~ ~ p SHALL BE FREE FROM STONES GREATER THAN 4 INCHES. ~ ~
MPA T MMAR ~ I / ~ ~ w FOR ALL AREAS UNDER A PROPOS D ROADWAY THE TOP 1 " ~ E 2
~ ~ ~ OF SUBBASE, AND THE ENTIRE BASE COURSE SHALL BE
W 1 304 \ / ~ - - ~ 1 ~ . -I ~ COMPACTED TO A DENSITY OF 1009 MAXIMUM STANDARD ~ ~'j PROCTOR DRY DENSITY AS DETERMINED BY AASHTO METHOD
/ \ ~ M k~,~ 17' B I . T99. FOR THAT PORTION OF FILL UNDER ROADWAYS AND
T MP IMPA T MM , '?x ~ ,1 ~,1~ ~ ~ I ~ \ W I a Q~ 9 ~ ~ EXTENDING AT A SLOPE OF 1 TO 1 BEYOND THE BACK OF ~ 22
z ~ ~ - ~ I I ~Y E ~i, LINEAR Ft. ~ ~ ~ CB 15 \ I I I ~ y4 LS # CURB, COMPACT TO A DENSSTY OF NO LESS THAN 959 ~ I 6 ' LE ~ OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY AS
~ 5 JW 834 - 3 / ~ 3+00 \ I 2 I I R51 READS ~ DETERMINED BY AASHTO METHOD T99, FILL MATERIAL 2
N Z1 1260 - ~ \ ~ / ~ - o ~ •e s \ I e c16 \ I ¢I, ~ ~ SHALL BE PLACED IN LIFTS OF 8 OR LESS OF ~ W ~ UNCOMPACTED SOIL.
Z2 625 ~ / / ~ e ~ , \ ~ I H 70 20 ~f 1 ~ k \ I I ~ ~ Z OTHER FILL MATERIAL SHALL BE COMPACTED TO A ~ 0 N
/ / ~ \ r / n ~U E MA D R I I ~ ~ N DENSITY OF NO LESS THAN 909 OF THE MAXIMUM
T MP IMPA T MARY 7 ~ ~ / / ~ A ? / E C SUM ~ \ \ ~ / / ! I ~ I ~ Z ~ d STANDARD PROCTOR DRY DENSITY AS DETERMINED I 0 ~ Z Z BY AASHTO METHOD T99. BACKFILL MATERIAL SHALL
1 / 2 ~ ~ ~ ~ ~ ~ m r ~ ~ ~ / / I N ~ ~ p y BE PLACED IN LIFTS OF 12" OR LESS OF UNCOMPACTED
Jw 39ee i ~ i ~ - ~ / I - ~ ~ / R ~ Y (I-5 0) SOIL. - 0 ~ ~ XPRES WA
NB Z1 1,201 - / r ~ ~ O WAKE TEN
Z2 803 - / / I 1 2 / ,f - Z3 1,754 - ~ - L I / P~ FOR
r / 2 CH 100 20 \ - J I / / / ~ F F
- -J I IF
SK)rl USING 10YEAR STORM 8 / PIPE CAL TIONS FOR SUBDM \ L - / ~C I, ~ 0 0
ACRE ACRE CFS CFS CF3 TOTAL INV 8V INV LENGTH SLOPE ~ , _ 1
PIPE IMPERVKx1S NON-IMP C VALUE Q10 PREY PIPE Q10 TOTAL PIPE SIZE DRAIN AREA F 96 PIPE N/
A 0.12 0.01 0.13 1.00 0.00 1.00 15" 0.19 418.35 415.82 51 5.35 A / B 0.09 0.53 0.44 1.98 1.00 2.99 15" 0.81 415.42 415.22 25 0.80 B N AR ENT T PORT N ~ / ~
C 0.06 0.02 0.80 0.48 2.98 3.42 15" 0.89 415.02 411.01 52 7.71 C
0 0.09 0.31 0.49 1.ao 3.42 4.82 15" 1.29 410.81 400.50 14e 7.06 D Z ING" -30 1
E 0.40 1.80 0.47 8.79 0.00 8.79 15" 2.00 401.30 401.10 14 1.43 E , F O.t4 034 0.53 1.82 11.81 13.43 18" 3.77 400.90 400.70 25 0.80 F VA NT 100 1OO 10 R FLOOD LEV a~~jjp°~"'~~~w
G 0.08 0.32 0.47 1.38 13.43 14.78 18" 4.17 400.30 400.10 22 0.91 G U ~ F N CAR 0
H 0.16 0.40 0.52 2.11 0.00 2.11 15" 0.58 398.33 398.07 ~ 2.82 H ~,a/.~oFESSip~,ti9ti / ~ ~ ,
I 0.14 0.41 0.50 2.00 2.11 4.10 15" 1.11 395.87 394.38 88 1.73 I J O.li 0.39 0.52 2.01 4.10 8,12 15" 1.85 394.18 392.71 87 1.89 J Q
K 0.03 0.40 0.39 1.22 8.12 7.34 15" 2.08 392.51 390.98 84 1.82 K sEAL 0 _ 22o2a
L 0.14 0.39 0.51 1.95 7.34 9.28 15" 2.81 390.78 388.78 108 1.87 L M 0.26 0.03 0.89 1.88 0.00 1.88 15' 0.29 367.97 387.48 51 1,00 M ~ ~ h:
N 0.12 0.04 0.79 0.93 11.14 12.07 18' 3.08 387.28 380.00 182 3.99 N CX S y~~i .F ~¢-r ~ ~.0 tiNGINE,.~' PP X ~ y
G p,K K ~ „ L. O r;r.'
PIPE CAL ULATIONS FOR TU SUBDM I , U ING 10YEAR STORM HORZ. V`~ N ACRE ACRE CFS CFS CFS TOTAL INVIN INV LENGTH SLOPE
PIPE IMPERVIOUS NON•IMP C VALUE Q10 PREY PIPE Q10 TOTAL PIPE S¢E DRAMI ACRE FEE 96 PIPE p rjO C1 ~ 1 1.
0 O, t l 0.05 0,76 0.88 0.00 0.88 15' 0.18 413.30 412.04 35 3.60 0 O 1` ,,,I F
0 0.6 0.51 0.82 0.88 1.70 15" 0.38 411.84 411.18 48 1.48 P V'~ P .ob 1 R O 0.04 O.OI 0.83 0.30 1.70 2.00 15" 0.43 410.98 408.80 108 2.19 Q
R 0.04 0.07 0.57 0.45 2.00 2.45 15" 0.54 408.40 403.23 108 4.79 R 5
S 0.05 0.02 0.78 0.39 2.45 2.84 15' 0.81 403.03 391.88 173 8.58 S T O.17 0.06 0.79 1.32 0.00 1.32 15" 0.23 390.87 390.38 17 0.84 T
U 0.07 0.03 0.77 0.58 4.16 4.71 15' 0.94 390.18 378.00 150 8.12 U
STEWART-PROCTOR SITE IMPACTS FOR ENGINEERING and SURVEYING » »
LEVEL SPREADER SIZING FOR TUSCANY SUBDIVISION 319 CHAPANOKE ROAD SUITE 106 RALEIGH, NC 27603
LEVEL SPREADER NUMBER DRAINAGE AREA RAINFALL INTENSITY C VALUE Q VALUt MUL I IrutK lNt:AK I- Lt I Ur bt KtAUtK KtUU1KtU TRACT 7 TEL. [phone] FAX [phone]
1 3.06 7.22 0.57 12.59 13 164 16,43 ACS, (TOTAL) DATE: 04-24-05 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP TNORTH CAROLINA
2 0.94 7.22 0.72 4.89 13 64 -0.26 ACS, (!N RD. R/W) RJ-SUNSET
SCALE 1 "=60' DRAWN BY CJH WAKE COUNTY OWNER : Sunset Lake Partners LLC 16.17 ACS. (NET) DWG. N0.
REVISIONS: RJ-SUNSET ZONED: R-8 P.I.N. 0750-81-5052

-ALL STREET INTX. SHALL HAVE A 25' RADIUS ALONG THE R,O.W.
me M.oR Raaw -ALL STREET INTX, SHALL HAVE A 30' RADIUS ALONG THE B,O,C,
ta' S' S. 51' RIGHT Of WAY 2 iX ~ ~ R 27' g-g p ~~.R.>~« BUILDING SETBACKS -ALL STREET CUL-DE-SACS SHALL HAVE A R.O.W, RADIUS OF 5C' Z
23' P4M'T. ~ GENERAL SITE NOTES: • L z ,_z 0 TOWN OF HOLLY SPRINGS AND A B,O,C, RADIUS OF 40', w
' " ~ / " 3. FILLLOP ®r"r SITE CURRENTLY IS FALLOW AND VACANT -POND TO BE REMOVED. ~
~ rnrru FRONT 30' ALL CONSTRUCTION SHALL CONFORM T TH T -ALL STORM CROSS DRAINAGE PIPES SHALL 8E DESIGNED
3:1 SLOPE e' T ~,,,,,,OR„ 0 E OWN OF HOLLY c~ Wn SIDE 6 SPRINGS DESIGN AND CONSTRUCTION STANDARDS TO HANDLE THE 25 YEAR STORM, DENOTES WETLANDS -ALL STORM DRAINAGE PIPES SHALL HAVE A F.E.S, AT THE OUTLET.
ov~ruY AGGREGATE 20 TYPICAL CROSS SECTION ALL NECESSARY APPROVALS, STATE AND LOCAL, SHALL BE OBTAINED DINED ~0 -ALL STORM DRAINAGE PIPES SHALL HAVE A ~Q
WITH SIDEWALK ,.,a,,,,,,~„~,,,,,,p„~,,,,,~,, CORNER 30 PRIOR TO THE COMMENCEMENT OF ANY CONSTRU TI N C 0 . ENERGY DISSIPATOR AT THE OUTLET. S,y/
NTS ALL NECESSARY ENCROACHMENT AGREEMENTS SHALL BE OBTAINED E~ -ALL STORM RAINA PI Ty D GE PES SHALL BE RCP MATERIAL ~
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. y 0
CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION o J TRUCTlON p
OF THIS PROJECT CAN BEGIN. ALSO, ALL DEVELOPMENT FEES lRIpRM p~ CL ~ R/R 1/M RRRRI A1' N,0. ,"I L SITE
Y r r ALL EASEMENTS CONTAINING BMP'S TO BE PRIVATE (ACREAGE, FEE-IN-LIEU OF ASSESSMENT, AND INSPECTION FEES w ~
ARE DUE PRIOR TO FINAL CONSTRUCTION DRAWING APPROVAL M'ini°1iRUwa • R'el~w ~ ~ cuT CONTRACTOR SHALL VERIFY THE ABOVE AND BELOW GROUND LOCATION ~ n~ N
CL 1 ALL NEW UTILITY L1NES MUST BE UNDERGROUND. ~ OF Att EXISTING UTILITIES PRIOR TD THE START OF CONSTRUCTION ~ ,aTr ° o~' ~ C ON Z
CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTING T/ON ~ 0`' N z ~ ~ ,
TYPICAL CROSS SECTION r SUNSET LAKE ROAD IMPROVEMENTS NTS UTILITIES WITH THE APPROPRIATE UTILITY COMPANY AND/OR AUTHORITY •LICTING E ~ ~ 0 ~0 ITHORITY ~,0 ~
CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR RF ~ ~ 'R ~p0 ~ c^
TO THE START OF CONSTRUCTION ~ ~
NOTE - A SIGN PERMIT !S REQUIRED PRIOR TO INSTALLATION a
SUNSET LAKE ROAD FANY I NA 0 S G GE. 0 ~ / r N
ROAD UPGRADE
/ / VICINITY MAP no scale / > ( ) / / Q
R/W = 100' r / / ~
ROADSECTION = 74' B-B / W o NorES.'
W/5' CONC. SIDEWALK I r/ 1 Z M ~ ~ / 1 F- -ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA
I ~ I / / Z~ ~ I I I Q Q Z DEPARTMENT OF TRANSPORTATION STANDARDS
IF ~ I 8 / / L # 1 LL. W -WATER WILL WILL BE PROVIDED BY THE TOWN OF HOLLY SPRINGS. I 7 I r
FRANC F 0 NC VI I 164 LEVE z Q V 6 I I I / / ~ ? -SANITARY SEWER WILL BE PROVIDED BY TOWN OF HOLLY SPRINGS, / SPR DER N ~ Q
Z I 30 I I I p' N Z ~ -ALL TOWN OF HOLLY SPRINGS EROSION CONTROL MEASURES WILL BE
LOCATION, QUANTITY, ANO PLACEMENT Of DRAINAGE V CE T ~ _ J L _ _ _ L, / IY Q COMPLIED WITH DURING CONSTRUCTION ~ /0 9
PIPES AND EROSION CONTROL DEVICES MAY VARY ~ ~'1 ~ N N -ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMP I WITH SINGLE ANDICA RAP ? N LED
TO BETTER CONFORM TO FIELD CONDITIONS. ~ ~ ~ 1 TY AL ~ ~ N DURING CONSTRUCTION d~ \
- ~ -ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED ~ 1
f~ ~ \ ~ Q TO THE SUBDIVISION OFFICE BEFORE FINAL PLAT APPROVAL + PIP > >o,e4 ' ~ N - TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND
\ i~~ ti~~~cp b ALL WORK AND MATERIALS SHALL CONFORM TO ~ ~ / tok ~pf. PE• J ~ n ~o , ~ SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS,
THE STANDARDS AND SPECIFICATIONS OF TOWN ~ ~ \ \ ~ ~ 0 , r 50 I -CONTOUR INTERVAL IS 2'
OF HOLLY SPRINGS, THE CONTRACTOR ~ ~ \ / 8 ~ X25 SHALL OBTAIN A COPY OF THESE STANDARDS \ ~ ' ~2 ~ s m I -DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS
PRIOR TO CONSTRUCTION. ~ \ \ ~ " ~'MA I DRAINING 4 ACRES OR 4 LOTS AND SHALL BE SHOWN ON THE ~1 CB#
\ 4 , \ \ ~ ~ e~Q~' ~4 x ! CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER i
~ \ ~ i ` SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED
~ \ ~ ` -PERMANENT COMMON OPEN SPACE NOT DESIGNATED AS UTILITY AREAS
3 \ \ \ ~i \ \ ~ n ~ ~ SHALL BE KEPT IN THEIR NATURAL STATE AND DESIGNATED AS
i \ \ i ~ / a Q~Q~ ~ ~ AREAS FOR THE CONSERVATION OF NATURAL AND WOODED AREAS,
\ ~ ~ 1 \ \ ' , - ~ \ -CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION
~ Og gyp. ~ ~ ON THIS PROJECT MAY BEGIN 1
~ .`l ~ ~ ~ ~ -LOCATION OF STREET TREES AND STREET LIGHTING WILL BE FIELD-
1 ~ ~ k~ ~ ,e COORDINATED TO ELIMINATE CONFLICT
B -WATER SERVICE SHALL 8E EQUIPPED WITH APRESSURE-REDUCER VALVE
IMPA T S MMAR 1 1 1 s ~ ~ ~ ~ j ~ ON THE PRIVATE SIDE OF THE METER
IYeE ~ LINEAR Ft. N ~ ~ I ~ F LIGHTING PLAN TO BE DONE BY PROGRESS ENERGY I H ? ` -FEE-IN-LIEU OF LAND D I TION WI R MM N AT TH RAT
1 ~ 2 JW 99 - 5 ` I 8 c ~ ~ ~ I ~ ED CA LL BE ECO E DED E E ~ Q'V OF =904.00 PER LOT.
2 I / ~ ` -MAINTENANCE OF OPEN SPACE AND POND SHALL BE THE RESPONS181LITY I I /
IMPACT SUMMARY #12 \ , x I~ I I / OF THE HONE OWNER ASSOCIATION.
~ ~ ~ I IYP~ ~ LINEAR Ft. ~ ~ o \ / ~ , / / -ALL STREET INTX. SIIN.L NAVE A ZS RADIUS ALONG THE R.O.W.
w 757 ~ ~ ~ 1 0 I J 2, - 1 ~ ~ + ~ ~ ~ 01 I I / - AtL StR~T NAX. #IMLL MME A 30 RrIiDNJS ALONG THE E.O.P. 0 ~ M
~ I / '1 - A T ~ • ~ r t,L S REET INTX. SHALL HAVE A 51 RIGHT C WAYS
\ i ~ i G8~ / I ~ I / / -ALL STREET INTX. SHALL HAVE A 2T BACK TO BACK CURB AND GUTTER
IMPA T MMARY ~ ~ ~ \ \ 1 I \ 1 ~ ~ ER I J / / / ~ CROSS SECTION. J / ~
IYPE ~ LINEAR Ft• p ~ / ~ ~ J ~ 2 a , / , ~
JW 1,323 - ~ ap 1 3 \ ~ CB# c \ J / / ` / ~ PLACEMENT OF FILL MATERIAL IN ALL ROADWAYS
\ \ 3 ) J ~ \ v i / / FILL MATERIAL SHALL BE FREE FROM CONSTRUCTION
IMPA T MMA 4 ~ 2 p' \ ~ C SU RY # \ ~ / ~ ~ MATERIAL DEBRIS FROZEN MATERIAL ORGANIC ~ / i ~ / MATTER OR UNSTABLE MATERIAL. FOR THE TOP TWO
~ i .LYPE FL LINEAR Ft. ~ \ ~ ~ 1 ~ / / / 2 J'~ FEET BELOW FINISHED SUBGRADE, NO FILL MATERIAL
W 237 , ~ ~ ~ ~ e 8 J - \ ~ i I ~ 1 B '`~b ~ ~ SHALL BE USED WEIGHING LESS THAN 100 POUNDS PER 8 < ~
~ 14 Qra " ~ CUBIC F00T. THE TOP TWO FEET OF BACKFILL MATERIAL F ` P SHALL BE FREE FROM STONES GREATER THAN 4 INCHES,
IMPA T MMAR \ I / / ' ~ ~ ~ W FRA " ~ 0 LL AREAS UNDER A PROPOSED ROADWAY, THE TOP 12
z 3 ~ ~ FL LINEAR Ft. \ \ ~ ~ ~ ~ OF SUBBASE, AND THE ENTIRE BASE COURSE SHALL 8E
L_ _ _ / JW 1,304 - , ~ x m COMPACTED TO A DENSITY OF 1009 MAXIMUM STANDARD , r ~ ~ x'~ PROCTOR DRY DENSITY AS DETERMINED BY AASHTO METHOD
\ ~ w + ~ti ^ ~ I . T99. FOR THAT PORTION OF FILL UNDER ROADWAYS ANO
TEMP. IMPACT SUMMARY #6 , 1, '?x ~ ~~1 i I ' I ' B~ g ~ ~ EXTENDING AT A SLOPE OF 1 TO 1 BEYOND THE BACK OF ~ 22
s \ _ ~,3 G~ I I ~ FL LINEAR Ft• ` ~ Cg 5~Q I \ ~ \ I I ~ ~ LS # CURB, COMPACT TO A DENISTY OF NO LESS THAN 959 I 6 ' LE OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY AS
13~ ~ J JW 834 - 3 / ^ oo ~ n \ I I R5~ READE ~ DETERMINED BY AASHTO METHOD T99. FILL MATERIAL 2
\ s - ~ ~ 12 NB Z1 1,260 - / ~ ~ C!B - ~ s , \ / ~ Q ~ \ I Z2 825 ~ / / ~ ~ Q~ , ~ I I c~ ~ SHALL BE PLACED IN LIFTS OF 8" OR LESS OF
H 70 20 ~ Q / ~ aw ~ ~ I ~ J1 / / ~ \ I d~ ~ ~ ~ UNCOMPACTED SOIL. i ? ~ ~ N OTHER FILL MATERIAL SHALL BE COMPACTED TO A
~ r,, E MA D R I i T P PAT ~ / ~ ~ I ~ I ~ DENSITY OF NO LESS THAN 909 OF THE MAXIMUM
\ ~ \ ~ 'y ~ / ~ ~ AIL) / I ~ ~ I ~ ~ ~ STANDARD PROCTOR DRY DENSITY AS DETERMINED I N y z BY AASHTO METHOD T99. BACKFILL MATERIAL SHALL
F2 , / / p ~ _ , 0 2 \ ~ ~ LINEAR Ft• \ \ ~ , , m , ~ - _ _ \ N ~ " ~ pA~ y BE PLACED IN LIFTS OF 12 OR LESS OF UNCOMPACTEO
JW 3,988 - \ / ~ 9 I 1 7 ~ _ ~ NB Z1 1201 - ~ ~ I _ ~ ` ~ _5 0) SOIL, R ~ a AY (I - - 0 ~ XpRES W
Z2 803 - ~ / I / ~ - / 12 ~ - ~ ~ O WAKE T E
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STEWART-PROCTOR SITE IMPACTS FOR
ENGINEERING and SURVEYING
319 CHAPANOKE ROAD SUITE 106
TEL. NC 27bU.5 w _ TRACT 1 EL. 9 19 779-1855 FAX [phone]
16,43 ACS. (TOTAL) DATE: 09-05-06 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
-0.26 ACS. (IN RD. R/W) RJ-SUNSET
SCALE 1 "=60' DRAWN BY CJH WAKE COUNTY OWNER : Sunset Lake Partners LLC 16,17 ACS. (NET) DWG. N0.
REVISIONS: RJ-SUNSET ZONED: R-8 P.I.N. 0750-81-5052

-ALL STREET INTR. SHALL HAVE A 25' RADIUS ALONG THE R.O.W.
-ALL STREET INTR. SHALL HAVE A 30' RADIUS ALONG THE B.O.C.
5 51 ~ RIGHT Of WAY - 5. 2 ix ¦~ww w~~'w a.a• 5 27~ B_B BUILDING SETBACKS -ALL STREET CUL-DE-SACS SHALL HAVE A R.O.W. RADIUS OF 50' Z
23' PVM~T, ,,,,,,,~,,,~,,,,a,n,,,,,,,~,„ GENERAL SITE NOTES: L 2. ,/z ,_z p TOWN OF HOLLY SPRINGS AND A B.O.C. RADIUS OF 40'. w I
~ ~ t/4"/ 1~4"~ 3~FIULOP SITE CURRENTLY IS FALLOW AND VACANT -POND TO BE REMOVED. n.
0 FRONT 30' ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF HOLLY -ALL STORM CROSS DRAINAGE PIPES SHALL BE DESIGNED Y
3:1 SLOPE 8" ABC O W""' SIDE 6' cut WITH 1" SPRJNGS DESIGN AND CONSTRUCTION STANDARDS TO HANDLE THE 25 YEAR STORM. DENOTES WETLANDS -ALL STORM DRAINAGE PIPES SHALL HAVE A F.E.S. AT THE OUTLET.
TIN OVERUY ® AGGREGATE 20 ALL NECESSARY APPROVALS STATE AND LOCAL SHALL BE OBTAINED TYPICAL CROSS SEC 0 , )STAINED -ALL STORM DRAINAGE PIPES SHALL HAVE A O
WALK ,,,,a„v,,,,,,,,,,,,,,,,,~,~.,,~,,, CORNER 30 PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. WITH SIDE ENERGY DISSIPATOR AT THE OUTLET. SM/ ry
NTS ALL NECESSARY ENCROACHMENT AGREEMENTS SHALL BE OBTAINED TAINED -ALL STORM DRAINAGE .PIPES SHALL BE RCP MATERIAL
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION. '~0 ti
CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTIOI ~o )NSTRUCTION ~ ,
a . ~ OF THIS PROJECT CAN BEGIN. ALSO, ALL DEVELOPMENT FEES SITE 'ES
(ACREAGE, FEE-IN-LIEU OF ASSESSMENT, AND INSPECTION FEES) FEES) /A~ ~ v1
~ ARE DUE PRIOR TO FINAL CONSTRUCTION DRAWING APPROVAL M'tiait°tiicmia o G
cuT CONTRACTOR SHALL VERIFY THE ABOVE AND BELOW GROUND LOCATION LOCATION ~ c, RUCTION w ~0 ~
~ OF ALL EXISTING UTILITIES PRIOR TO THE START OF CONSTRUCTION CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTING v z y~P ,ONFLlCTING 'L ~ ~0
TYPICAL CROSS SECTION 0 0 0 ~ AUTHORITY FI. ~ ~
N LAKE ROAD IMPROVEMENTS I UTILITIES WITH THE APPROPRIATE UTILITY COMPANY AND/OR AUTHORITY SU SET NTS CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR 'RI R 0 R ~ 0 ~p
TO THE START OF CONSTRUCTION ~ ~
NOTE - A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION ~ ~ ~N ~ O ~ ~
SUNSET LAKE ROAD OF ANY SIGNAGE. ~ / / N
ROAD UPGRADE ~ / / ~ VICINITY MAP (no scale)
/ / a
R W = 10 0 ' ~ a
ROADSECTION = 74 B-B c NOTES: I w / / 1 Z c~
W 5' CONC. SIDEWALK ~ ~ ' I 1 ~ -ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA ~ I Za/F-
' I / / Z DEPARTMENT OF TRANSPORTATION STANDARDS I ? I 8 / Q.
1F ~ / L # 1 ~ W -WATER WILL WILL BE PROVIDED BY THE TOWN OF HOLLY SPRINGS. I 7 I / ~ Q
FRANC , F 0 NC VI I 164 LEVE z Z- Z V ~ 6 I I I / / N -SANITARY SEWER WILL BE PROVIDED BY TOWN OF HOLLY SPRINGS. ~SPR DER ~ Q
Z I 30 I I I N J Z ~ -ALL TOWN 4F HOLLY SPRINGS EROSION CONTROL MEASURES WILL BE
~ _ J L _ _ _ 1. ~ / Qc ~ COMPLIED WITH DURING CONSTRUCTION ~ /a 9
CoCATlON, QUANTITY, AND PLACEMENT OF DRAINAGE V CE T PIPES AND EROSION CONTROL DEVICES MAY NARY ~ ~ 1 ~L ~ N N -ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH SINGLE ANDICA RAP ~ c°v
TO BETTER CONFORM TO FIELD CONDITIONS. ~ A Q~ ~ (n DURING CONSTRUCTION ( L Q ~ -ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED
1 0 1 \ ~ T TH IV I N FFI F R FINA P T APPR VAL 1 ~ Q 0 E SUED IS 0 0 CE BE O E L LA 0
~ ~ * PIP +70.e4 ' ~ ~ - TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND _
~ i ,1 ~`o~~~o p1, 5 r ~p6 S ~ n q , ~ SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS.
ALL WORK AND b1ATERIALS SHALL CONFORM TO 1 / p~ THE STANDARDS AND SPECIFICATIONS OF TOWN ~ ~ ~ ~ ~ ~ i p p ~ ( -CONTOUR INTERVAL IS 2' I 50 I
OF HOLLY SPRINGS. THE CONTRACTOR \ ~ ~ g i X25 ' '2 - ; -DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS
SHALL OBTAIN A COPY OF THESE STANDARDS 1 ~ ~ ~ PRIOR TO CONSTRUCTION. 1 ~ ~ ` ~ u / DRAINING 4 A R S OR 4 TS AND SHALL BE SHOWN ON THE Mp B ~ C E LO '1
4 ~ \ x / CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER i
~ ~ i~ ~ ` SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED
1 ~ 3 ` -PERMANENT COMMON OPEN SPACE NOT DESIGNATED AS UTILITY AREAS
1 ~ ~ ~ 1 ~ ~ n ~ SHALL BE KEPT IN THEIR NATURAL STATE AND DESIGNATED AS
1 ~ ~ " e~Q~" ~ ~ AREAS FOR THE CONSERVATION OF NATURAL AND WOODED AREAS,
~ ~ i - ~ ~ -CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION
' ~2 ~ ~ ~ ON THIS PROJECT MAY BEGIN 1
~ R ~ -LOCATION OF STREET TREES AND STREET LIGHTING WILL 8E FIELD- ~ COORDINATED TO ELIMINATE CONFLICT
\ ~ ~ i i ~ ~y - WATER SERVICE SHALL BE EQUIPPED WITH APRESSURE-REDUCER VALVE
9 ~ ON THE PRIVATE SIDE OF THE METER
T MMARY 1 ~ ' IMPAC SU 1 ~ g s ~ ~ - I HTING P T N Y PROGR ENERGY ~ ~ E` L G LAN 0 BE DO E B ESS
N ?i ~fPE fy ~ 2 1 I ? ` -FEE-IN-LIEU OF LAND DEDICATION WILL BE RECOMMENDED AT THE RATE
JW 99 - ~ - ~ 1 ~ ~ i ~ I ~ I ` OF 904.00 PER LOT. ~ ~ Y
.L .1 ~ ~ ~ r 1 I I / ~ ` ~ -MAINTENANCE OF OPEN SPACE AND POND SHALL BE THE RESPONSIBILITY
IMPACT SUMMARY 2 1 1 I I / / OF THE HOME OWNER ASSOGATION. / ~ ,
~ ~ \ ~ ~,ap o ~ \ 1 ~E ~ LI Ft. -ALL STREET M11X. S1W1 iNVE A 2S RADIUS ALONG THE R.O.w. I l I
1 ~ 1 1~ 1 ~ I JW 2,757 - ~ ~ ~ i ~ O O I / -All Sit Nitf(. 1111LL HMIE A 30' RADIUS ALONG THE E.O.P. O I / ,
~ ~ ~ ~ 1' ~ aA n ~ SIN / \ 1-. _ _ 1 - ALl STREET INTX. SHALL iuiv~ p 51 RiGH T OF WAYS, ~ / / -ALL STREET INTX. SHALL HAVE A 2T BACK TO BACK CURB AND GUTTER
C8~ / \ I / / F CROSS SECTION.
IMPA T MMA ~ 1~ / \ 1 1 I ~ 1 / L--- J 2 I F ll~ ~ ~ / ~ \ J _ J / / ~ / / 2 a
IY?E ~ .I.~EAR t• p 1 1 4 3 ~ / / / / / ~ J / / ` / ~ ' PLACEMENT OF FILL MATERIAL IN ALL ROADWAYS
CBI ~ ~ \ ~ JW 1,323 - 1 \ 3 ) J / \ V ~ / / FILL MATERIAL SHALL BE FREE FROM CONSTRUCTION
~ - ` ~ / ~ MATERIAL, DEBRIS, FROZEN MATERIAL, ORGANIC
0 2 e \ ' ~ IMPA T MMARY 4 ~ ~ ~ i ~ / ~ MATTER OR UNSTABLE MATERIAL, FOR THE TOP TWO ~ / / '
Il'P..E Ft2 1 ~ 1 ~ ~ B / 2 ~ FEET BELOW FINISHED SUBGRADE, NO FILL MATERIAL g ~ ~ SHALL BE USED WEIGHING LESS THAN 100 POUNDS PER '
JW 237 - w 1 8 ~ ~ ~ ~ I T TH T P TW F A KFI MAT RIA CUB C F00 . E 0 0 FEET O B C LL E L
~ 14 w ~ I 15 ~ \ \ ~ I ~ p~'0f ~ P~ ~ SHALL BE FREE FROM STONES GREATER THAN 4 INCHES.
IMPACT SUMMARY ~5 ~ ~ I / 3 ~ ? / ` \ ~ W F R AR A N R A PR P R A WAY TH TOP 1" i 0 ALL E S U DE 0 OSED O D E 2 ~ ~ OF SUBBASE, AND THE ENTIRE BASE COURSE SHALL BE
yy v ~ COMPACTED TO A DENSITY OF 1009: MAXIMUM STANDARD
Jw 1,304 - 1 ~ ~ ~ 1 ` ~ ~ I HT M C ~'j PROCTOR DRY DENSITY AS DETERM NED BY AAS 0 ETHOD I _ T99. FOR THAT PORTION OF FILL UNDER ROADWAYS AND
r?x ~ ~~13 ~ ~ I I + g# 9 ~ EXTENDING AT A SLOPE OF 1 TO 1 BEYOND THE BACK OF
TEMP. IMPACT SUMMARY 1 °6 - ~ I I ~ ~ ~ THAN I I ~ y4 LS ~ CURB, COMPACT TO A DENISTY OF NO LESS 957
~,2 ) ` ~ CB 15 ~ I ~ _ ~ 5 I 6 LE ~ OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY AS 5 1 DETERMINED BY AASHTO METHOD T99. FILL MATERIAL I 2 I R5 READE
JW 834 - \ \ S V ~ _ o ~ ~ I G I N W SHALL BE PLACED IN LIFTS OF B" OR LESS OF
Ce - ~ NB Z1 1,260 ~ O, V N \ ~ Q\ \ Z2 825 y V N ~ ,3rN ~ ~ I ~ ~ ~ ~ UNCOMPACTED SOIL.
H 70 20 to ~ ~ rr k ~ I I ~ ~ W Z OTHER FILL MATERIAL SHALL BE COMPACTED TO A I ~ 2 0 ~ ~ N DENSITY OF NO LESS THAN 90x OF THE MAXIMUM
t~ ~ ~ ~ ~QIJ E MA D R I ~ Z N OC STANDARD PROCTOR DRY DENSITY AS DETERMINED I ~ ~ N Z BY AASHTO METHOD T99. BACKFILL MATERIAL SHALL
TEMP. IMPACT SUMMARY #17 \ \ y ~ / A~) ! ~ I 2 ~ 1 / 2 N ~ 2 " ~ ~ pq~ y BE PLACED IN LIFTS OF 12 OR LESS OF UNCOMPACTED
F F ~ \ ~ ~ m r-- - ~ 0 I ~ ~ - / R 3 ~ Y I_5 0) SOIL.
JW 3,988 - ~ / I - NB Z1 1,201 - ~ / / I / r- ~ S WA ~ 0 ~ XPRE ~ ~ O WAKE 1EN
Z2 803 - _ / I 2 ~ QR FOR
3 1754 - \ - / L _ _ 1 ~ z ~ - / 2 / F F
CH 100 20 \ J I / / / _ _J I
8 / vF 0
PIPE ULATIONS F 1 \ Hc~z ~ / _ 1
14V IN INV L~ SLOPE - - J - ACRE ACRE CFS CFS CFS TOTAL \
PIPE IMPERVIOUS NON-IMP C VALUE Q10 PREV PB~E Q10 TOTAL PIPE SIZE DRAIN AIEA PIPE
A 0.12 O.D7 0.73 1.00 0.00 1.00 15' 0.18 418.35 415.82 51 5.38 A ~ B o.09 0.53 0.44 1.9e 1.00 2.98 15• 0.41 415.42 415.n aeo B N AR ENT T PORT N ~
.02 411.01 'i2 T.71 C 0.02 0.80 0.48 2.98 3.42 1S' 0.88 415 C 0.06
D 0.09 0.31 0.49 1.40 3.42 4.82 15• 1.29 410.81 400.50 148 1.08 D Z LNG' -30 E 0.40 1.80 0.47 8.79 0.00 8.79 15' 2.00 401.30 401.10 14 1.43 E
4 18' 3.n 400.90 400.70 :>s o.eo F VA NT 100' F 0.14 0.34 0.53 1.82 11.81 13.3 10~ 10 R FLOOD LEV au111°uuinr
G 0.08 0.32 0.47 1.38 13.43 14.78 18' 4.17 400.30 400.10 .~2 0.01 G U F CA ~4j4i JF F W ~N...~Ro <i'~w
H 0.16 0.40 0.52 2.11 0.00 2.11 15' 0.54 398.33 39L07 il0 2.42 H I 0.14 0.41 0.50 2.00 2.11 4.10 15' 1.11 395.87 394.38 98 1.73 I O~,foFESS~a ti,ti ? 9~
J 0.15 0.39 0.52 2.01 4.10 8.12 15' 1.88 394.18 39271 87 1.48 J s' !Q~' s sEAI.
K 0.03 0.40 0.38 1.22 8.12 7.34 15' 208 392.51 380.98 34 1.42 K 0 = 22024
L 0.14 0.39 0.51 1.95 7.34 9.28 15' 241 390.78 31V4 108 1.47 L M 0.26 0.03 0.89 1.88 0.00 1.88 15' 0.29 387.97 387.48 51 1.00 M c W ti ~
04 0.79 0.93 11.14 12.07 18' 3.08 387.28 310.00 ?82 3.99 N ~ I N 0.12 0. x G5 y~,~ i ,,FH ~p;r
G P~ N ~ tn„
cacuuTloNS FoR TuCSANY Su 1 HORZ W PIPE ACRE ACRE CFS CFS CFS TOTAL INN IN I!M LENGTH 0
PIPE IMPERVIOUS NON-IMP C VALUE Q10 PREY PIPE Q10 TOTAL PIPE S~ ORAN Awr1E PIPE SO
1 0.14 413.30 41204 3S 3.40 0 OR 0 O.II 0.45 0.78 0.88 0.00 0.48 5' F 411. 411.14 44 1.48 P vv
P 0.06 0.16 0.51 0.82 0.88 1.10 1S 0.38 84 R Q 0.04 0.01 0.83 0.30 1.70 2.00 15' a43 410.98 101.40 101 219 Q
R 0.04 0.07 0.57 0.45 2.00 2.15 15' a54 408.40 400.23 108 4.79 R s
S 0.05 0.02 0.78 0.39 2.45 2.84 15' a41 403.03 381.48 '113 4.58 S
T 0.17 0.06 0.79 1.32 0.00 1.32 15' 0.23 390.87 38a38 n a44 T U 0.07 0.03 O.n 0.58 4.18 4.71 15' 0.94 390.18 374.00 150 4.12 U
STEWART-PROCTOR SITE IMPACTS FOR ENGINEERING and SURVEYING
LEVEL SPREADER SIZING FOR TUSCANY SUBDIVISION 319 CHAPANOKE ROAD SUITE 106 RALEIGH, NC 27603
......_...'...,-.......r..
LEVEL SPREADER NUMBER DRAINAGE AREA RAINFALL INTENSITY C VALUE Q VALUt MUD i WLIM UnWC 1-= i Ur Zorntwtn mwulmr-u IKACI 7 ILL. 919 //9-la= hAX 919 //9-1001
1 3.06 7.22 0.57 12.59 13 164 16.43 ACS. (TOTAL) DATE: 04-24-05 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
2 0.94 7.22 0.72 4.19 13 64 -0.26 ACS. (IN R0. R/W) RJ-SUNSET
SCALE 1 "=60' DRAWN BY CJH 16.17 ACS. (NET) OUNTY OWNER : Sunset Lake Partners LLC
DWG. N0 WAKE C .
REVISIONS: RJ-SUNSET ZONED: R-8 P.I.N. 0750-81-5052

-ALL STREET INTR. SHALL HAVE A 25' RADIUS ALONG THE R.O.W.
eaa r~a~a raaw -ALL STREET INTR. SHALL HAVE A 30' RADIUS ALONG THE BA,C.
S1• RICHT OF WAY iy' ~w~i S' S' 47' g_g ~ ~.,,,~W,,,,~ BUILDING SETBACKS -ALL STREET CUL-DE-SACS SHALL HAVE A R.O.W. RADIUS OF 50'
~ 23' PVM•T, ~ GENERAL SITE NOTES: ~ z. ,,2 ,_z p TOWN OF HOLLY SPRINGS AND A B.O.C. RADIUS OF 40'. _
1/4'/ V~"/ Fr, -y ~ : FI `LOP ® a~.r oora~nt aw ~o ww. SITE CURRENTLY IS FALLOW AND VACANT -POND TO BE REMOVED. d
® FRONT 30' ALL CONSTRUCTION SHALL CONFORM TO THE TOWN OF HOLLY -ALL STORM CROSS DRAINAGE PIPES SHALL BE DESIGNED TO .HANDLE THE 25 YEAR STORM.
3~~CUTOPE 8~ '4~• ~ SIDE 6' SPRINGS DESIGN AND CONSTRUCTION STANDARDS DENOTES WETLANDS -ALL STORM DRAINAGE PIPES SHALL HAVE A F.E.S. AT THE OUTLET. ~
ov~uY 4 ~AMO AGGREGATE 20' TYPICAL CROSS SECTION ALL NECESSARY APPROVALS, STATE AND LOCAL, SHALL BE OBTAINED INED -ALL STORM DRAINAGE PIPES SHALL HAVE A ~
® CORNER 30 T WITH SIDEWALK ~ PRIOR TO THE COMMENCEMEN OF ANY CONSTRUCTION. ENERGY DISSIPATOR AT THE OUTLET. Sdj /ry
NTS ALL NECESSARY ENCROACHMENT AGREEMENTS SHALL BE OBTAINED :fl -ALL STORM DRAINAGE PIPES SHALL BE RCP MATERIAL
PRIOR TO THE COMMENCEMENT OF ANY CONSTRUCTION, '~0 do
CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION RUCTION oL SITE
OF THIS PROJECT CAN BEGIN, ALSO, ALL DEVELOPMENT FEES `11AN"""'" ' ALL EASEMENTS CONTAINING BMP~S TO BE PRIVATE ACREAGE, FEE-IN-LIEU OF ASSESSMENT, AND INSPECTION FEES
M.~~ ARE DUE PRIOR TO FINAL CONSTRUCTION DRAWING APPROVAL s> N
cur CONTRACTOR SHALL VERIFY THE ABOVE AND BELOW GROUND LOCATION 0 0~~ c CATION ~ c~
cL Acl NEw uTl~m uNES Musr of uNOERCROVNO, OF ALt EXISTING UTILITIES PRIOR TO THE START GF CONSTRUCTION CRADE POINT 'TION w 0 ~
°M°`ron""" CONTRACTOR SHALL COORDINATE THE RELOCATION OF ANY CONFLICTING z P~ LILTING N ~ 0~
TYPICAL CROSS SECTION ~ ~ UTILITIES WITH THE APPROPRIATE UTILITY COMPANY AND OR AUTHORITY R A IMPROVEMENTS SUNSET LAKE 0 0 NTS OE 0 0 ~ THORITY F1. ~ x
CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR R ~ 4 ~p0
TD THE START OF CONSTRUCTION ~ ~ ~ O
NOTE - A SIGN PERMIT IS REQUIRED PRIOR TO INSTALLATION 0 ~
SUNSET LAKE ROAD OF ANY SIGNAGE. ~ / /
ROAD UPGRADE ~ N / / VICINITY MAP (no scale) / ~
Q / /
R/W = 100' r / / 0 ,
, ROADSECTION = 74 B-B o NorES. I w
W 5' CONC. SIDEWALK I / / ~ zM ~ ~ ~ / ~ -ALL STREETS WILL BE PUBLIC AND CONSTRUCTED TO NORTH CAROLINA
I ~ I / Z~ / Q Z DEPARTMENT OF TRANSPORTATION STANDARDS I I 8 / /
~ L # 1 ~ W -WATER WILL WILL BE PROVIDED BY THE TOWN OF HOLLY SPRINGS. I 7 I ~ ~
FRANC F 0 NC VI ' ~ I / 1 4 LEVE Z Q U / / 6 Z ~ Z -SANITARY SEWER WILL BE PROVIDED BY TOWN OF HOLLY SPRINGS. 6 I I N •SPR DER ~ Q
Z I -30 \ I I I J Z ~ -ALL TOWN OF HOLLY SPRINGS EROSION CONTROL MEASURES WILL BE
~ _ J L _ _ _ L. / C ~ ~ COMPLIED WITH DURING CONSTRUCTION ~ /0 9
LOCATION QUANTITY AND PLACEMENT OF ORAINACf V CE T `ti ~ N N -ALL FEDERAL FLOOD HAZARD REGULATIONS WILL BE COMPLIED WITH SINGLE ANDICA RAP ? c°v
PIPES AND EROSION CONTROL DEVICES MAY VARY ~ ~ 1 10 BETTER CONFORM TO FlfLO CONDITIONS. ~ ~ ~ 1 A g~ ~ DURING CONSTRUCTION ( L Q ~ -ALL STATE AND LOCAL GOVERNMENT APPROVALS SHALL BE SUBMITTED
10 1 \ Q TO THE SUBDIVI ION OFFI FORE FINAL PLAT APPROVAL ~ S CE BE
~ * PIP o.e4 ' ~ N - TOPO TAKEN FROM WAKE COUNTY TOPOGRAPHY MAPS AND
i ~ - - ~p~, ~ „ 'S ~ ~ SHOULD NOT BE USE EXTENSIVELY FOR DESIGN OR QUANTITY TAKEOFFS.
ALL WORK AND MATERIALS SHALL CONFORM TO ~ / W ~ THE STANDARDS AND SPECIFICATIONS OF TOWN ~ ~ ' ~ r -CONTOUR INTERVAL IS 2'
` ~ ~ ~ ~ ~ 0 ~ ,250 OF HOLLY SPRINGS. THE CONTRACTOR ~25p I - t I - DRAINAGE EASEMENTS SHALL BE PROVIDED FOR ALL AREAS
SHALL OBTAIN A COPY OF THESE STANDARDS ~ ~ ~ \ PRIOR TO CONSTRUCTION, ~ ~ ~ ~ u ~Mp ~ ~ DRAINING 4 ACRES OR 4 LOTS AND SHALL 8E SHOWN ON THE ~1 CBS
- ~ 4 ~ X / CONSTRUCTION DRAWINGS AND ON THE FINAL PLAT, AFTER
~ ~ i~ ~ ` o SUCH AREAS CAN BE DETERMINED AND HAVE BEEN FIELD VERIFIED
3 ~ , ` -PERMANENT COMMON OPEN SPACE NOT DESIGNATED AS UTILITY AREAS
~ ~ ~ ~ \ SHALL BE KEPT IN THEIR NATURAL STATE AND DESIGNATED AS
i~ \ ~ i~ \ ~ ~ ~ ~ ~Q~ ~ ~ ~ AREAS FOR THE CONSERVATION OF NATURAL AND WOODED AREAS.
1 ~ 11 ~ ~ ~ - ~ ~ -CONSTRUCTION DRAWING APPROVAL IS REQUIRED BEFORE CONSTRUCTION
~ ~ ~ ON THIS PROJECT MAY BEGIN 1 •
a,2 1 ~ , ~ ` -LOCATION OF STREET TREES AND STREET LIGHTING WILL 8E FIELD- ~ COORDINATED TO ELIMINATE CONFLICT
1 ~ ~ SkOp / 1 ~ ~ ~ ~ - WATER SERVICE SHALL BE EQUIPPED WITH APRESSURE-REDUCER VALVE
11 ~ 9 ~ ON THE PRIVATE SIDE OF THE METER 1
I PA T MMAR 1 1 1 ~ ' M C SU z N I -LIGHTING PLAN TO BE DONE BY PROGRESS ENERGY ~ F
~(PE FL ( ~ 1 I HR ~ ~ ~ -FEE-IN-LIEU OF LANG DEDICATION WILL BE RECOMMENDED AT THE RATE
JW 99 - 1 0 5 ~ ~ ~ ~ I ` OF X904.00 PER LOT.
~ 'L I I I / ~ ` -MAINTENANCE OF OPEN SPACE AND POND SHALL BE THE RESPONSIBILITY I I / / ` OF THE HOME OMMER ASSOCIATION.
\ ~ 0 ~ [ , IMPACT SUMMARY 2 \ \ / ~ ,
\ 1~ s , cA o ~ ~ LINEAR Ft• ~ ~ 1 I / / -All STREET WRI. SFIAII HAVE A 2S RADIUS ALONG 1HE R.O.W.
1 1 ~ I JW 2,757 - , ~ ,,o ~ ~ ~ O I / - ALl Slut Ili, lIW,L NMIE A 30' RAONJS ALONG THE E.O.P. I / -ALL STREET INTR. SHALL HAVF. A 51' RIGHT OF WAYS.
~ 1 ~ `1 ~ ~ \ \ 1 I I / ~ -ALL STREET INTR. SHALL HAVE A 2T BACK TO BACK CURB AND GUTTER
- ~ I C8~ \ \ \ 1 7 \ 1 I I / I / / F CROSS SECTION.
IMPA T MMAR \ ~ \ ~ ER 1 L _ _ _ 1 \ ~ / / , .J L / / 2 a
2 \ i \ / / / ~ / / ` / / PLACEMENT OF FILL MATERIAL IN ALL ROADWAYS
~ CBS ~ \ JW 1,323 - \ \ 3 J ~ \ ~ / / FILL MATERIAL SHALL BE FREE FROM CONSTRUCTION
\ i~ ~ / ~ MATERIAL, DEBRIS, FROZEN MATERIAL, ORGANIC ~ / ~
T s 2 \ ~ ~ ~ ~ / MATTER OR UNSTABLE MATERIAL. FOR THE TOP TWO / ~ ~ / 2 ~ FEET BELOW FINISHED SUBGRADE, NO FILL MATERIAL
fi, , ~ ~ ~ ~ ~ ~ ~ / B Q ~ SHALL 8E USED WEIGHING LESS THAN 100 POUNDS PER
\ ~ I I ~ 8 JW 237 - x ~ 1 L~ \ 8 ~ ~ ~ " MAT RIA ~ ~ CUBIC FOOT. THE TOP TWO FEET OF BACKFILL E L
I 15 ~ ~ - \ \ \ ~ ~ I ~ ~ SHALL BE FREE FROM STONES GREATER THAN 4 INCHES. ~ ~
MAC SUMMARY 5 ~ 3 ~ I T ~ \ I ~ ~ ~ I ~ ~ FOR ALL AREAS UNDER A PROPOSED ROADWAY, THE TOP 12" ~ ~ OF SUBBASE, AND THE ENTIRE BASE COURSE SHALL BE
LINEAR Ft. \ ~ ~ - - ~ TLP~ f~~ ' ~ ` e"' v COMPACTED TO A DENSITY OF 1009: MAXIMUM STANDARD
/ ~ --J , ~ ~ ~ x'I JW 1,304 - ~ i \ a q~~A1 ^ro ~ i I ~ ~ j PROCTOR DRY DENSITY AS DETERMINED BY AASHTO METHOD Fx ~ r T99. FOR THAT PORTION OF FILL UNDER ROADWAYS AND
I ' \ B ~ EXTENDING AT A SLOPE OF 1 TO 1 BEYOND THE BACK OF
T P IMPA T MM \ ~ ~ rt~ _ `',3 0 d` C, I I z ~ ~ # 9 22 I I ~ LS # CURB, COMPACT TO A DENISTY OF NO LESS THAN 959
~ \ ~ ~ CB 15 ~ I 5 I 6 LE r OF THE MAXIMUM STANDARD PROCTOR DRY DENSITY AS I I R5~ READE DETERMINED BY AASHTO METHOD T99. FILL MATERIAL
3 ~ 3.~ ^ ~ I 2 JW 834 - \ ~f - , ~ _ ~ ~ ~ ~ I CAB 2 cr SHALL BE PLACED IN LIFTS OF 8" OR LESS OF I \Q~ t y UNCOMPACTED SOIL.
NB Z1 1,260 ~ O, ~ Y \ ~ ~Q Z2 825 y Y ~ Q ,~'N ~ ~ I I Q "'i o
CH 70 20 In ~ Y w k ~ ~ I ~ I i 2 ~ O N OTHER FILL MATERIAL SHALL BE COMPACTED TO A ~ p N O DENSITY OF NO LESS THAN 90~ OF THE MAXIMUM
C~ ~ ~ ~ ~ 4QU E MA D R ~ I Z N a STANDARD PROCTOR DRY DENSITY AS DETERMINED
T MP. IMPA T MMARY 7 \ \ ~ / 7 A~) I I i ~ 2 z \ ~ _ ~ I ~ ~ O ~ ~ Z BY AASHTO METHOD T99. BACKFILL MATERIAL SHALL N ~ Z BE PLACED IN LIFTS OF 12" OR LESS OF UNCOMPACTED
TAE ~ LINEAR Ft. \ ~ f ~ / I ~ _ , ~ ~ P Z 0 0l . - ~ S wA ~
JW 3,988 - ~ ~ I - NB Z1 1,201 - ~ ~ I r- _ 0 ~ KPRE ~ ~ ~ WAKE TEN
Z2 803 - ~ I 2 I ~ _ - QR FOR
1754 \ - ~ ~ I ~ Z3 - _ - ~ I ~ ~ I ~ F F
CH 100 20 \
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STEWART-PROCTOR SITE IMPACTS FOR ENGINEERING and SURVEYING »
319 CHAPANOKE ROAD SUITE 106 RALEIGH, NC 27603
IMAC;f 7 ILL. 91y //V-1000 IAA VlV //y-1001
16.43 ACS. (TOTAL) DATE: 09-05-06 SURVEYED BY JOB HOLLY SPRINGS TOWNSHIP NORTH CAROLINA
16- .0.17 26 ACS. ACS. (!N (NET) R0. R/W) RJ-SUNSET SCALE 1 n=60 DRAWN BY CJH DWG. NO . WAKE COUNTY OWNER . Sunset Lake Partners LLC
5
REVISIONS: RJ-SUNSET ZONED: R-8 P.I.N. 0750-81-5052