20060250 Ver 1_COMPLETE FILE_20060214

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
May 2, 2006
Mr. Gary Shipley
Sterling Creek, LLC
1662 Fern Hollow Drive
Franklinton, NC 27525
Subject Property: Sterling Creek - Phase II
Ford Creek [030301, 28-14, C, NSW]
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 06-0250
Granville County
Approval of 401 Water Quality Certification and Authorization Certificate per the Tar-Pamlico
River Buffer Protection Rules (15A NCAC 2B .0259) with Additional Conditions
Dear Mr. Shipley:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 0.045 acres of wetland, 130 linear feet of stream and 4,810 square feet (ft) of
protected Zone 1 Tar-Pamlico River basin riparian buffer and 2,560 square feet (ft) of protected Zone 2
Tar-Pamlico River basin riparian buffer associated with the construction of the proposed residential
subdivision as described within your application dated February 9, 2006, and received by the N.C.
Division of Water Quality (DWQ) on February 14, 2006, with additional information received by the
DWQ on March 10, 2006 and March 15, 2006. After reviewing your application, we have decided that
the impacts are covered by General Water Quality Certification Number(s) 3404 (GC3404). The
Certification(s) allows you to use Nationwide Permit(s) 14 (NW 14) when issued by the US Army Corps
of Engineers (USAGE). This letter shall also act as your approved Authorization Certificate for impacts
to the protected riparian buffers per 15A NCAC 213 .0259. 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 CAIVIA 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.
401 Oversight/Express Review Pennits 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

An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper
Sterling Creek, LLC
Page 2 of 3
May 2, 2006
Conditions of Certification:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general conditions
of this Certification (or Isolated Wetland Permit) are met. No other impacts are approved including
.incidental impacts:
Amount Approved (Units) Plan Location or Reference
404/Wetland 0.045 acres PCN page 8 of 12
Stream - intermittent 130 linear feet PCN page 8 of 12
Zone 1 TPBR Buffer Impacts 4,810 (square feet PCN page 11 of 12
Zone 2 TPBR Buffer Impacts 2,560 (square feet PCN page 11 of 12
Sediment and Erosion Control:
2. 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.
c. Sufficient materials required for stabilization and/or repair of erosion control measures and
stormwater routing and treatment shall be on site at all times.
3. 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 404/401 Permit Application. 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. 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;
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 15 NCAC 2H,
Section .0500;
6. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
Sterling Creek, LLC
Page 3 of 3
May 2, 2006
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall be
designed and installed to allow for aquatic life movement as well as to prevent head cutting of the
streams. If any of the existing pipes are or become perched, the appropriate stream grade shall be re-
established or, if the pipes installed in a perched manner, the pipes shall be removed and re-installed
correctly.
Culvert(s) shall not be installed in such a manner that will cause aggradation or erosion of the stream
up or down stream of the culvert(s). Existing stream dimensions (including the cross section
dimensions, pattern and longitudinal profile) shall be maintained above and below locations of each
culvert.
Placement of culverts and other structures in waters, streams, and wetlands must be placed below the
elevation of the streambed by one foot for all culverts with a diameter greater than 48 inches, and 20
percent of the culvert diameter for culverts having a diameter less than 48 inches, to allow low flow
passage of water and aquatic life. Design and placement of culverts and other structures including
temporary erosion control measures shall not be conducted in a manner that may result in
disequilibrium of wetlands or streambeds or banks, adjacent to or upstream and down stream of the
above structures. The applicant is required to provide evidence that the equilibrium shall be
maintained if requested in writing by DWQ.
The establishment of native, woody vegetation and other soft stream bank stabilization techniques
must be used where practicable instead of rip rap or other bank hardening methods. If riprap is
necessary, it shall not be placed in the stream bed, unless specifically approved by the Division of
Water Quality.
Installation of culverts in wetlands must ensure continuity of water movement and be designed
to adequately accommodate high water or flood conditions.
Upon completion of the project, the Applicant shall complete and return the enclosed "Certificate of
Completion" form to notify NCDWQ when all work included in the §401 Certification has been
completed. The responsible party shall complete the attached form and return it to the 401/Wetlands
Unit of the NC Division of Water Quality upon completion of the project. Please send photographs
upstream and downstream of each culvert site to document correct installation along with the
Certificate of Completion form.
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.ne.us/ncwetlands. The text of the sample deed notification may be
modified as appropriate to suit to this project;
8. Diffuse Flow (No Review)
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.
Sterling Creek, LLC
Page 4 of 3
May 2, 2006
9. Written Stormwater Management Plan (No Further Approval Needed)
The final, written stormwater management plans (including a signed and notarized Operation and
Maintenance Agreement), must be implemented and the stormwater management facilities shall be
constructed and operational before any permanent building is occupied at the subject site. The
structural stormwater practices as approved by this Office as well as drainage patterns must be
maintained in perpetuity. No changes to the structural stormwater practices shall be made without
written authorization from the Division of Water Quality.
Certificate of Completion:
10. 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
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.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act. If you have any questions, please telephone Cyndi Karoly or Ian McMillan in the Central Office in
Raleigh at 919-733-1786 or Eric Kulz in the DWQ Raleigh Regional Office at 919-791-4200.
AWK/ijm
Enclosures: GC 3404
Certificate of Completion
Sincerely,
Ja n?
Alan W. Klimek, P.E.
cc: USACE Raleigh Regulatory Field Office
Eric Kulz, DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Summit Consulting Engineers, PLLC, 1000 Corporate Drive, Suite 101, Hillsborough, NC 27278
Filename: 060250SterlingCreekPhII(Granville)401_TPBR
Office Use Only: Form Version March 05
J V 2 5 0
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14, GC3404
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 ?kr? 5??? L
1. Owner/Applicant Information FEB 1 4 2006
Name: GARY SHIPLEY (STERLING CREEK, LLC)
Mailing Address: 1662 FERN HOLLOW DRIVE WFn DENR _ WATER Qy
FRANKLINTON, NC 27525 `IOW47 W l
Telephone Number: 919-201-4027 Fax Number:-919-528-2357
E-mail Address: NA
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: SUMMIT CONSULTING ENGINEERS, PLLC
Company Affiliation: ENGINEERING CONSULTANT HIRED BY OWNER
Mailing Address: 1000 COPORATE DRIVE, SUITE 101,
HILLSBOROUGH, NC 27278
Telephone Number: 919-732-3883 Fax Number: 919-732-6676
E-mail Address: manu.castelna,summit-engineer.com
Updated 11/1/2005
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: STERLING CREEK PHASE II
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1836-00-16-5291 / 1836-00-05-2440
4. Location
County: GRANVILLE Nearest Town: WILTON
Subdivision name (include phase/lot number): STERLING CREEK, PHASE II
Directions to site (include road numbers/names, landmarks, etc.): TAKE NC 56 EITHER FROM
US1 IN FRANKLINTON (THEN HEAD WEST ON NC56), OR AT EXIT# 191 OF I-85 (THEN TAKE A
RIGHT ON NC 56 TO HEAD EAST FOR 8 TO 10 MILES). ONCE IN WILTON, TAKE NC 96 SOUTH
(LEFT ON NC96 IF COMING FROM FRANKLINTON, RIGHT IF COMING FROM I-85). TAKE A LEFT
ON OLD FRANKLINTON ROAD.(SR 1705). THE SITE IS LOCATED 3600 FEET ON THE LEFT.
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): 60.56 Ac
7. Name of nearest receiving body of water: FORD / FORK CREEK
8. River Basin: TAR-PAMLICO
(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: Conditions on site: entirely wooded. Conditions in vicinity:
Rural residential, mostly wooded with "pockets" of recent developments.
attach a sheet that
ow
Updated 11/1/2005
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Project
consists of approximately 35001f of 18' wide paved roadway construction (using bulldozers,
dump trucks compaction rollers backhoe and/or excavator, motor grader, asphalt paver and
rollers). There are 4 storm drainage pipes crossing the proposed road, one of which is a
stream crossing.
11. Explain the purpose of the proposed work: Create public access to 43 lots created in the
subdivision and create future public access to adjacent properties.
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. This is a new project - there is no prior project history
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.
There will be no other stream crossings wetlands impact or buffer impacts on this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: There is one approximately 64
foot wide 100 foot long stream buffer impact one 130 foot long stream impact, and a small
impact to wetlands on the project (There is only one impact site on this project)
Updated 11/1/2005
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
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)
1 Road / Culvert / Riprap Forested No 0 0.045

Total Wetland Impact (acres) 0.045
3. List the total acreage (estimated) of all existing wetlands on the property: 2.3 Ac
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 Intermittent?
Intermittent. Average

Stream Width
Before Impact Impact

Length
linear feet Area of

Impact
(acres)
1 Rd./Culvt./RipRap intermittent 15' 130 0.045

Total Stream Impact (by length and acreage) 130 0.045
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)

No Open Waters On site

Total Open Water Impact (acres)
Updated 11/1/2005
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.045
Wetland Impact (acres): 0.045
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.045
Total Stream Impact (linear feet): 130
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USAGE.
Pond Creation NO PONDS WILL BE CREATED AS PART OF THIS PROJECT.
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. The proposed impact was
unavoidable considering the confiizuration of the tract (impact is located at the entrance of the
property Impact was minimized by using a stream crossing angle as close to 90° as possible.
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.
Updated 11/1/2005
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/stnugide.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.
Perennial Stream impact < 150LF & Wetlands impact < lAc. Therefore no mitigation is
needed on this project
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):
Updated 11/1/2005
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 N
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes N No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet) Mitigation
1 4,810 3 (2 for Catawba) 44;439
2 2,560 1.5 3;849
Total 7,370 18,27
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. The total stream buffer impact is less than a
third of an acre (7 370sf / 43 560sf = 0.169 < 0.333. No mitigation is therefore required.
Updated 11/1/2005
Page 11 of 12
I
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. There are no existing impervious areas on site.
Total proposed impervious area = 3.88 Ac (6.4% of total project area).
Level spreaders will be installed at the lower end of each ditch / drainage way in order to meet
the diffuse flow requirements per 15A NCAC 02B .0259 item (5).
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.
Individual Septic systems will be used.
XIIL Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: This
project is a stand alone subdivision. No other stream crossings will be made on this project
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).

'App9c lh+nt'stSignature "Date
(Agent's signat re is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 12 of 12
Sterling Creek Phase 1120060250 Granville Co.
Subject: Sterling Creek Phase 1120060250 Granville Co.
From: Eric Kulz <[e-mail]>
Date: Mon, 24 Apr 2006 10:32:09 -0400
To: Ian McMillan <[e-mail]>
Ian:
The PCN is for the road construction only (NW 14/GC 3404); nothing about the
construction of the subdivision. It may be that they are not planning any impacts
in developing the lots. There will be additional impervious, but the lots look
huge, as they are doing septic on each lot.
FYI I have been out to the site and made the stream calls; I wish they would include
that in the application package. Fortunately, I remembered the name of this one,
and looked it up to make sure there were no additional streams.
Anyway, if you don't want to press them for additional info or assurances that there
will not be impacts during lot development, I guess you can go ahead and approve
this one.
My comments are on BIMS.
Eric
Eric Kulz <Eric.Kulz(a,ncmail.net>
Environmental Specialist III
Surface Water Protection
NC Division of Water Quality
1 of 1 4/24/2006 10:37 AM
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 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: GA r 4 h A?, ?•-? / " I ?t`1) /? C('?°?t}C
Title: C-r q
Address: j1_z' c6j a IICLI'Or ?/a JJ ? ? i? 'Tbd A) Co _XZS?)K
Phone:
Signature:
Date:
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, (i? S_ G zL&dej * a Notary, for the State of NORTH CAROLINA, County of
_` , do hereb? certify that Qro- alb personally
_Aan appeared before me this 13f day of PYkr'dA atV l , and acknowledge the due
execution o;'the forgoing wet [wetland] detention basin maintenance requirements.
Witness my Band and official seal,
SEAL
My commission expires ! t / v

Office Use Only: Form Version March 05
17) 0 5 0
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
II. Applicant Information 1:'C-8 1 4 2006
1. Owner/Applicant Information ?"?W6iAyN' STp? ? Ll>y
Name: GARY SHIPLEY (STERLING CREEK, LLC) > pp??F?
Mailing Address: 1662 FERN HOLLOW DRIVE
FRANKLINTON. NC 27525
Telephone Number: 919-201-4027 Fax Number: 919-528-2357
E-mail Address: NA
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: SUMMIT CONSULTING ENGINEERS, PLLC
Company Affiliation: ENGINEERING CONSULTANT HIRED BY OWNER
Mailing Address: 1000 COPORATE DRIVE, SUITE 101,
HILLSBOROUGH, NC 27278
Telephone Number: 919-732-3883 Fax Number: 919-732-6676
E-mail Address: manu.castel(a)summit-enl;ineer.com
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
F-1 Section 10 Permit F-1 Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14, GC3404
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: F-1
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 Coa a a ement Area of
.
Environmental Concern (see the top of page 2 for further details), III
Updated 11/1/2005
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: STERLING CREEK PHASE II
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1836-00-16-5291 / 1836-00-05-2440
4. Location
County: GRANVILLE Nearest Town: WILTON
Subdivision name (include phase/lot number): STERLING CREEK, PHASE II
Directions to site (include road numbers/names, landmarks, etc.): TAKE NC 56 EITHER FROM
US1 IN FRANKLINTON (THEN HEAD WEST ON NC56), OR AT EXIT# 191 OF I-85 (THEN TAKE A
RIGHT ON NC 56 TO HEAD EAST FOR 8 TO 10 MILES). ONCE IN WILTON, TAKE NC 96 SOUTH
(LEFT ON NC96 IF COMING FROM FRANKLINTON, RIGHT IF COMING FROM I-85). TAKE A LEFT
ON OLD FRANKLINTON ROAD.(SR 1705). THE SITE IS LOCATED 3600 FEET ON THE LEFT.
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): °N °W
6. Property size (acres): 60.56 Ac
7. Name of nearest receiving body of water: FORD / FORK CREEK
8. River Basin: TAR-PAMLICO
(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: Conditions on site: entirely wooded. Conditions in vicinity:
Rural residential, mostly wooded with "pockets" of recent developments.
Updated 11/1/2005
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Project
consists of approximately 35001f of 18' wide paved roadway construction (using bulldozers,
dump trucks compaction rollers backhoe and/or excavator, motor grader, asphalt paver and
rollers). There are 4 storm drainage pipes crossing the proposed road, one of which is a
stream crossing.
11. Explain the purpose of the proposed work: Create public access to 43 lots created in the
subdivision and create future public access to adjacent properties.
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. This is a new project - there is no prior project history
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.
There will be no other stream crossings wetlands impact or buffer impacts on this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: There is one approximately 64
foot wide 100 foot long stream buffer impact one 130 foot long stream impact, and a small
impact to wetlands on the project (There is only one impact site on this project).
Updated 11/1/2005
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 arately list impacts 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)
I Road / Culvert / Riprap Forested No 0 0.045

Total Wetland Impact (acres) 0.045
3. List the total acreage (estimated) of all existing wetlands on the property: 2.3 Ac
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)
1 Rd./Culvt./RipRap intermittent 15' 130 0.045

Total Stream Impact (by length and acreage) 130 0.045
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)

No Oren Waters On site

Total Open Water Impact (acres)
Updated 11/1/2005
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.045
Wetland Impact (acres): 0.045
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.045
Total Stream Impact (linear feet): 130
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation NO PONDS WILL BE CREATED AS PART OF THIS PROJECT.
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,
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. The proposed impact was
unavoidable considerine the configuration of the tract (impact is located at the entrance of the
property) Impact was minimized by using a stream crossing angle as close to 90° as possible.
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.
aesthetic, trout pond,
Updated 11/1/2005
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/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Perennial Stream impact < 150LF & Wetlands impact < lAc. Therefore no mitigation is
needed on this project
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):
Updated 11/1/2005
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
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Impact I Required
Zone* ,,, ___a Multiplier r,4;+;-+;__
I 1 I 4,810 13 (2 for Catawba) I 44430
2 2,560 1.5 3;?4A
Total I 7,370 I I 1&,2-70
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. The total stream buffer impact is less than a
third of an acre (7 370sf / 43 560sf = 0.169 < 0.333). No mitigation is therefore required.
Updated 11/1/2005
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. There are no existing impervious areas on site.
Total proposed impervious area = 3.88 Ac (6.4% of total project area).
Level spreaders will be installed at the lower end of each ditch / drainage way in order to meet
the diffuse flow requirements per 15A NCAC 02B .0259 item (5).
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.
Individual Septic systems will be used.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: This
project is a stand alone subdivision. No other stream crossings will be made on this project
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).
Applicant4gent's Signature / D.Ae
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 12 of 12
SITE DATA: STREET CONSTRUCTION DATA:
PIN: 1836-00-16-5291 TURQUOISE LANE: LENGTH = 2,037; 18' PAVEMENT WIDTH
AVALONY COURT: LENGTH= 1,375'; 18' PAVEMENT WIDTH
1836-00-05-2440 JADE LANE: LENGTH = 302' (RIGHT-OF-WAY DEDICATION ONLY.
TOTAL AREA: 60.56 ACRES THIS ROAD WILL NOT BE CONSTRUCTED BY THE DEVELOPER, BUT
AREA IN NEW STREET: 1.48 ACRES MAY BE CONSTRUCTED BY OTHERS IN THE FUTURE, IF NEEDED FOR
AREA IN NEW RIGHT OF WAY: 4.35 ACRES CONNECTIVITY.)
AREA IN LOTS: 55.90 ACRES TOTAL LENGTH IN ROADS: 3,412' (EXCLUDING ROAD 3)
PROPOSED LOTS: 43 STREET CONSTRUCTION IN ACCORDANCE WITH NCDOT.
AVERAGE LOT SIZE: 1.30 ACRES ALL ROADS TO BE 50' PUBLIC RIGHT OF WAYS.
OPEN SPACE: 0.31 ACRES ALL PROPOSED ROADS TO BE MAINTAINED BY DEVELOPER UNTIL
ACCEPTED BY NCDOT.
IMPERVIOUS DATA:
TOTAL AREA: 60.56 ACRES
PRE-DEVELOPMENT:
TOTAL EXISTING IMPERVIOUS AREA: 0
PERCENTAGE OF IMPERVIOUSNESS: 0%
POST-DEVELOMENT:
TOTAL IMPERVIOUS AREA IN PROPOSED ROADS: 1.41 ACRE (61,416SF)
TOTAL IMPERVIOUS AREA IN PROPOSED LOTS: 2.47 ACRES (107,500 SF)
(ASSUMING 2500SF OF IMPERVIOUS AREA PER LOT)
TOTAL IMPERVIOUS AREA: 3.88 ACRES
PERCENTAGE OF IMPERVIOUSNESS: 6.40%
SUBDIVISION DATA:
ZONING: AR-40
CURRENT USE: VACANT
PROPOSED USE: SINGLE FAMILY RESIDENTIAL
MINIMUM LOT AREA: 40,000 SF (0.92 AC.)
MAXIMUM HEIGHT: 35'
FIRM MAP NO.: 3707700200 C, DATED 9128/90
INSIDE TAR-PAMLICO RIVER BASIN
NOT IN A GRANVILLE COUNTY WATERSHED
PIPES # 2 T-
- T
-
C= j
0.351.- L I 110711f
?
-
-
1(25)=1 8.51 ', H=; 481 feet I(10)= I 7.51 Q(10)=1 9.4241 cfs L
A=1 3.591 tC=1 - 5.774[min 1(50)= 1 9.25 Q(50)=1 11.62 cfs 1 1?
Q(25)= 10.681 cfs

Pipe Size (In)=( 24'
HWID=1 0.84
',--? Slope ;1.00%(
-V(10) i 9.5 jfps _ Rip Rap Apron>:CLASS B (6"_ DIAM.)
Size (LxWXD)=112'118"

PIPES # 3
C=1 - 0.21 -- L 1 34501 If
1(25)= j. 6.661-
- H= 1 130 j feet I(10)=1 5.71 Q(10)=1 95.081 cfs - - -
A=1 83.41 tc=1 14.6251 min 1(50)- 7.21 Q(50)= j 120.1 ? cfs l

Q(25)= I 110.091cfs _

Pipe Size (in)=1 72" Slope=10.81%I Rip Rap Apron: !CLASS 1(13" DIAM.)
I HWID=1 0.7 ! V(10)= 7 4 ;fps Size (LxWXD)=148'x18'x24"
Level Spreader #1 Level Spreader #2 Level Spreader #3
Drainage Area=
.......... .._.......
. 3.831 Drainage Area=1
........ --_...-. --.-.-- 0.19 Drainage Area=1 1.90!
_
TC=
5'
TC=1
5; _
Tc-j
5;
110-
- 7.5 _
110=:
I 7.5 110={ 7.5
C=j 0.35 C=) 0.75; C=1' 0.35!,

Q10=i
10.053751
Q10=i
1.06875!- _-
Q10=
4.9875
Min Req Length

_ (13'x 010)i Min Req Length= (13' x Q10)'-
........ . -Min Req Length= ; (13'x 010);;;,
. _.-
130.70 I 13.89
: 64.84
STREAMS AND WETLANDS IMPACTS TABLE
STREAM BUFFER
STREAM MEANDER DISTURBANCES: WETLANDS
IMPACT #: STREAM TYPE: LENGTH: ZONE 1 ZONE 2 DISTURBANCES: CONSTRUCTION:
PERENNIAL STREAM 130 LF 4,810 SF 2,560 SF 1,950 SF ROADICULVERTIRIPRAP
NOTE: STREAMS AND WETLANDS PER SURVEY BY ACCULINE SURVEYING
NOTE:
THE CONTRACTOR MUST LIMIT STREAM DISTURBANCE AND EMBED STREAM CULVERTS ACCORDING TO THESE PLANS. IF STREAMS
--- ARE IMPACTED BEYOND WHAT IS SHOWN, THEN THE PROJECT MAY BE SUBJECT TO BIG MITIGATION FEES FROM NCDWQ AND/OR --
USACE.
THE SPECIFIED CULVERTS MUST BE EMBEDDED BELOW THE STREAM CHANNEL, TO ALLOW AQUATIC LIFE PASSAGE.
MIN. EMBEDDED DEPTHS ARE AS FOLLOWS:
CULVERT DIAMETER: 18" OR LESS 24" 30" 36" 42" 48" 54" OR MORE
MIN. EMBEDDED DEPTH: 0.3' 0.4' 0.5' 0.6' 0.7' 0.8' 1.0'
TYPICAL SECTION FOR RESIDENTIAL COLLECTOR ROAD
50' RIGHT OF WAY
6'-0" 18'-0" PAVEMENT 6'-0" 5'-0"
SHOULDER 2"12 SHOULDER DITCH
1/4' /FT 114' 1FT
1" PER FT. 1" PER FT.
8"ABC'7JI. i 4?? rJ
J
MAR 1 0 2006
ur_Nft r ,+I rN UUhI_I I r
1r`EIU,'DSR" U S-I0,' f67;;4TER 6RAINCH
NCDWQ REQUIREMENTS: IMPACTS AT STREAM CROSSINGS &
PROVISIONS FOR AQUATIC LIFE PASSAGE
TREE PROTECTION FENCE TREE PROTECTION FENCE
(OUTSIDE OF CHANNEL) J (OUTSIDE OF CHANNEL)
RIPRAP APRON MUST CONFORM
DO NOT TO EXISTING CHANNEL AT END
DISTURB OF APRON, SO THAT NO GRADING
BEYOND EMBEDDED DEPTH IS NEEDED BEYOND THE APRON. DO NOT
FENCE. (SEE NOTE FOR DETAILS) DISTURB
RIPRAP APRON BEYOND
FENCE.
NOT TO SCALE.
SEE PLANS FOR ADDITIONAL INFORMATION.
20' , CULVERT LENGTH i RIPRAP LENGTH , 1' ,
TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH ,
CAR6
DRAWNG COPYRIGHT © ALTERATION 2005 PROJECT ENGINEER 6 STERLING CREEK SUBDIVISION PHASE II PROJECT NO.:
SUMMIT CONSULTING JWP 5 -069
ENGINEERS PROJECT MANAGER
HWY 96, BRASSFIELD TWP.,
SUMMIT EAC 4
SEAL _ WESS DUr ACTING UNDER TH GRADN 05-069
uD ARCHITECT, PROFESSIONAL OF 3 GRANVILLE CO., NORTH CAROLINA DRAWING NAME:
NU
Consulting Engineers = `: 1 4 6 - EN E CAPEA ARCNIT RCHIT C 2
ENGINEER, LA UNND DSCAPEET, OR
1000 Corporate Dr., Suite 101 ?` LAND SURVEYOR TO ALTER ANY ITEM
10 THIS DOCUMENT IN ANY WAY ANY On DRAWN BY 1 65-669-SLDWG
5 N
EQUIRE
Hillsborough, NC 27278-8551 WHO ALTERS THIS DOCUMENT IS RICE EE EAC
BYLAWTO AFFIX HIS OR HER SEAL ANDTHE
Voice: [phone] Fax: [phone] NOTATION 'ALTERED Br FOLLOWED BY HIS SCALE FIRST ISSUE DATE D I SITE PLAN l IMPACT S U M MARY SHEET 3 OF 5
www.summit-en ineer.com / v oESCeleTON 'HE ALTERATION
g NA 0210912006 REVISIONS DATE BY
SITE DATA: STREET CONSTRUCTION DATA:
PIN: 1836-00-16-5291 TURQUOISE LANE: LENGTH= 2,037'; 18' PAVEMENTWIDTH
AVALONY COURT: LENGTH= 1,375'; 18' PAVEMENT WIDTH
1836-00-05-2440 JADE LANE: LENGTH = 302' (RIGHT-OF-WAY DEDICATION ONLY.
TOTAL AREA: 60.56 ACRES THIS ROAD WILL NOT BE CONSTRUCTED BY THE DEVELOPER, BUT
AREA IN NEW STREET: 1.48 ACRES MAY BE CONSTRUCTED BY OTHERS IN THE FUTURE, IF NEEDED FOR
AREA IN NEW RIGHT OF WAY: 4.35 ACRES CONNECTIVITY.)
AREA IN LOTS: 55.90 ACRES TOTAL LENGTH IN ROADS: 3,412' (EXCLUDING ROAD 3)
PROPOSED LOTS: 43 STREET CONSTRUCTION IN ACCORDANCE WITH NCDOT.
AVERAGE LOT SIZE: 1.30 ACRES ALL ROADS TO BE 50' PUBLIC RIGHT OF WAYS.
OPEN SPACE: 0.31 ACRES ALL PROPOSED ROADS TO BE MAINTAINED BY DEVELOPER UNTIL
ACCEPTED BY NCDOT.
IMPERVIOUS DATA:
TOTAL AREA: 60.56 ACRES
PRE-DEVELOPMENT:
TOTAL EXISTING IMPERVIOUS AREA: 0
PERCENTAGE OF IMPERVIOUSNESS: 0%
POST-DEVELOMENT:
TOTAL IMPERVIOUS AREA IN PROPOSED ROADS: 1.41 ACRE (61,416SF)
TOTAL IMPERVIOUS AREA IN PROPOSED LOTS: 2.47 ACRES (107,500 SF)
(ASSUMING 2500SF OF IMPERVIOUS AREA PER LOT)
TOTAL IMPERVIOUS AREA: 3.88 ACRES
PERCENTAGE OF IMPERVIOUSNESS: 6.40%
SUBDIVISION DATA:
ZONING: AR40
CURRENT USE: VACANT
PROPOSED USE: SINGLE FAMILY RESIDENTIAL
MINIMUM LOT AREA: 40,000 SF (0.92 AC.)
MAXIMUM HEIGHT: 35'
FIRM MAP NO.: 37077CO200 C, DATED 9128/90
INSIDE TAR-PAMLICO RIVER BASIN
NOT IN A GRANVILLE COUNTY WATERSHED
PIPES # 2
C=J 0.351 I I 1
110711f _ ___ _---
1(25)1 8.5( ; H=
1 = 481feet 1 I(1
0)=1 7.5 Q(1_

_0)=( 9.424cfs
A=1 3.591 Itc=1 .
5.7741 min 1(50)= 9.251 Q(50) =i 11 62 cfs 1 I
Q(25)=1 10 681 cfs - - -

Pipe Size (in)=1 24"
1 HW/D=1 0.84 Slope=11.00%i
V(10)=1 9.5 /fps Rip Rap Apron: CLASS B (6" DIAM.}
Size (LxWXD)- 12'x6'x18" k

PIPES # 3
------
C { 02? I L -
-34501If.- ( _.
I(25)-- 6.61 H-j
f
?1301feet I(10)I
E
5.71 Q(10)=l 95.081cfs
A={ 83.41 ;tc=1 14.625 min I(50)=j 7.21 Q(50)= 120.1 cfs €
Q(25)= 1110.091 cfs - k I i 1

F Pipe Size (in)=j 72" Slope=10.81% Rip Rap Apron:! CLASS 1(13" DIAM.)
1 HWJD=, 0.7 V(10)=1 7.4 `fps Size (LxWXD)-148'x18'x24" __'__'_1
Level Spreader #1 Level Spreader #2 Level Spreader #3
Drainage Area=I' 3.831
TC _ _51
110=4 7.5
C= 0.351
Q10=' 10.05375'
77,
Min Req Length= (13'x Q10)-
130.70
SUMMIT
Consulting Engineers
1000 Corporate Dr., Suite 101
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summit-engineer.com
iMin Req Length= j
w o" 'ESSK1 ?'
-.9
SEAL -
1
b 06
4?6
P
0.191 Drainage Area==
5i TC=
7.5 110=
0.751 C=1,
1.068751
610=' 4.9875!
13'x 010) Min Req Length= (13' x 010)
13.89 64.84
COPYRIGHT © 2005
SUNIMIT CONSULTING
ENGINEERS
DRAWINGALTERATION
IT IS A VCLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFES51ONAL
ENGINEER. LANDSCAPE ARCHITECT. OR
LAND SURVEYOR TO AI TER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
i.-6 AFFIX HIS OR HER SEAL AND THE
NOTATION-ALTERED SP FOLLOWED DY HIS
OR HER SIGNATURE Ali: Cf [CIFIC
DESCRIPTION OF THE ALTERATIONS
1.90!
5'.
7.5'
0.35
STREAMS AND WETLANDS IMPACTS TABLE
STREAM BUFFER
STREAM MEANDER DISTURBANCES: WETLANDS
IMPACT #: STREAM TYPE: LENGTH: ZONE 1 ZONE 2 DISTURBANCES: CONSTRUCTION:
1 PERENNIAL STREAM 130 LF 4,810 SF 2,560 SF 1,950 SF ROAD/CULVERT/RIPRAP
NOTE: STREAMS AND WETLANDS PER SURVEY BY ACCULINE SURVEYING
NOTE:
THE CONTRACTOR MUST LIMIT STREAM DISTURBANCE AND EMBED STREAM CULVERTS ACCORDING TO THESE PLANS. IF STREAMS
ARE IMPACTED BEYOND WHAT IS SHOWN, THEN THE PROJECT MAY BE SUBJECT TO BIG MITIGATION FEES FROM NCDWQ AND/OR
USACE.
THE SPECIFIED CULVERTS MUST BE EMBEDDED BELOW THE STREAM CHANNEL, TO ALLOW AQUATIC LIFE PASSAGE.
MIN. EMBEDDED DEPTHS ARE AS FOLLOWS:
CULVERT DIAMETER: 18" OR LESS 24" 30" 36" 42" 48" 54" OR MORE
MIN. EMBEDDED DEPTH: 0.3' 0.4' 0.5' 0.6' 0.7' 0.8' 1.0'
TYPICAL SECTION FOR RESIDENTIAL COLLECTOR ROAD
50' RIGHT OF WAY
6'-0" 18'-0" PAVEMENT 6'-0" 5'-0"
SHOULDER 2„12 SHOULDER DITCH
114' /FT 1/4' /FT
1" PER FT. PER FT.
2;5
8" ABC 34
Z;1
NCDWQ REQUIREMENTS: IMPACTS AT STREAM CRO $iI`RS! I
PROVISIONS FOR AQUATIC LIFE PASSAGE .t,1 ?-
I?IAR 1 G 2606
TREE PROTECTION FENCE TREE PROTECTION FENCE?? - II'p,TER CJ;,LI 11'
(OUTSIDE OF CHANNEL) (OUTSIDE OFCHANfN? c -ln in i7;?,?}LZp,Re„hGH
RIPRAP APRON MUST CONFORM
DO NOT TO EXISTING CHANNEL AT END
DISTURB OF APRON, SO THAT NO GRADING
BEYOND EMBEDDED DEPTH IS NEEDED BEYOND THE APRON. DO NOT
FENCE. (SEE NOTE FOR DETAILS) DISTURB
RIPRAP APRON BEYOND
FENCE.
NOT TO SCALE.
SEE PLANS FOR ADDITIONAL INFORMATION.
L 20' CULVERT LENGTH , RIPRAP LENGTH
TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH
PROJECT ENGINEER
JWP
PROJECT MANAGER
EAC
DRAWN BY
EAC
SCALE FIRST ISSUE DATE
NA 02/0912006
6
5
4
3
2
1
0
REVISIONS DATE BY
STERLING CREEK SUBDIVISION PHASE II
HWY 96, BRASSFIELD TWP.,
GRANVILLE CO., NORTH CAROLINA
SITE PLAN /IMPACT SUMMARY
PROJECT NO.:
05-069
DRAWING NAME:
05-069-SI.DWG
SHEET 3OF5
SITE PLAN STREAMS AND WETLANDS IMPACTS TABLE
0 ?
ti0a ? 0?, J?F? ?Q-
TAR PAMLICO
WATERSHED BUFFER
I ' ( (50' ON BOTH SIDE OF
PERENNIAL AND
j INTERMITTENT
STREAMS)
I11?
II
I I (; UNSUITABLE
ON-SITE
t 1 SEPTIC SOILS
11•?t
I M PACT # 1 - ROAD
SEE ADJACENT DETAIL &
IMPACT SHEET (#5 OF 5)
1 (j - ,,-'ZONE 2 BUFFER LIMIT
-rZONE 1 BUFFER LIMIT
PERENNIAL STREAM CL
-ZONE 1 BUFFER LIMIT
ZONE 2 BUFFER LIMIT
GRAPHIC SCALE
Ir Ir
11 150 0 75 150 300 600
j (IN FEET)
i % I inch = 300 ft.
STREAM BUFFER
STREAM MEANDER DISTURBANCES: WETLANDS
IMPACT #: STREAM TYPE: LENGTH: ZONE 1 ZONE 2 DISTURBANCES: CONSTRUCTION:
1 PERENNIAL STREAM 130 LF 4,810 SF 2,560 SF 1,950 SF ROADICULVERTIRIPRAP
NOTE: STREAMS AND WETLANDS PER SURVEY BY ACCULINE SURVEYING
r7
\ \ \
L
r
I
02\ t
_150"TAR PANILICO RI,
/
r
t
t
r
2
ACH SIDE 1
11
!
i r
!
ti
f
i r
\ Iti1ARr'1
3x 0
`zoos' r
F' MATER
LASS I RIP RAP- 'wh111.) uOJ,i?ITy r
\ N__ 1 iTEftEP1 `!CH r
ANNEL LINING \ FIRE
48 x 18'W x 24" Th
lS; 62V OF 72" @ , ll
5
j f , ..--. \ \ \\ ,0.810 i 1 t
i i MOTE: PER ENDf3F R,1P \ \ 1NV111?= 3 7`,55 \`\
t2AP APR N TO MATCH?, n
1 ? J A INV bOT =13?7.05 '? t I ?I
i EXISTING REAM WIDTH / ?f \ t1
1 r ro ? y \ 0' \ \ ? 1 ' ? ,? } ? ? t ??I
i iI r M \ 1? V A t+ I,, t l ??
t
t
! i PIPE #2 \ \ 0 \ \? y
150 LF OF 24-,RCP 05£ P
@ 2.06%. i 1 i it t t r k
jINV IN 3651.04 f -`??`? ?. X11V ?1 tr r t
INV OUT = 364.04 -" w 1< ,1 , LI 11 111
IPR,?P APRON
7 1 I A 1 \ A 1 1 \ ' 1
J1 "X 6'X18" 1
+ 7 1 I 7 , + - v 1 I
f' j \?\\ t \\ `\ r I'? '? 1 ??` t? `*?s\ \\\ \?` IBS I1
14'p0
r 1( ? v r
GRAPHIC SCALE
50 0 25 50 100 200
' (IN FEET )
1 inch = 10011.
IIIIL fr'? PROJECT ENGINEER 6
COPYRIGHTO2005 STERLING CREEK SUBDIVISION PHASE II PROJECTNO.:
?.` •,?/ '., SUMMIT CONSULTING JWP
S ' I MM ITS A N A,IDN DF FDRANENGINEERS EPRO ACJECT MANAGER 5
4 HWY 96, BRASSFIELD TWP., 05-069 ALTERATION I UDRAWING LAW FOR ANY PERSON. 3 GRANVILLE CO., NORTH CAROLINA
UNLESS ACTING UNDER THE DIRECTION OF DRAWING NAME:
Consulting Engineers = 1 4 u 6• LICENSED ARCHITECT. PROFESSIONAL
' ENGINEER. LANDSCAPE ARCHITECT. oR 2
LAND SURVEYOR TO ALTER ANY ITEM ON DRAWN BY 05-069-SI.DWG
1000 Corporate Dr., Suite 101 : r aG THIS DOCUMENT IN ANY WAY, ANYLICENSED 1
Hillsborou h, NC 27278-8551 L WHO ALTERS THIS DOCUMENT IS REOUIRED EAC
BY LAW TO AFFIX HIS OR HER SEAL AND THE
Voice: [phone] Fax: [phone] NOTATION 'ALTERED BrFOLLOWEDBYHIS SCALE FIRST ISSUE DATE
OR HER SITE PLAN l IMPACT SUMMARY SHEET 4 OF 5
SIGNATUHE AND SL'Eq HC
wwwsummit-engineer.com /?, rT PPI``?\ DESORIPTIONDF,HEATERATION NA 02109!2006 REVISIONS DATE BY I
SITE PLAN STREAMS AND WETLANDS IMPACTS TABLE
STREAM BUFFER
STREAM MEANDER DISTURBANCES: WETLANDS
IMPACT #: STREAM TYPE: LENGTH: ZONE 1 ZONE 2 DISTURBANCES: CONSTRUCTION:
1 PERENNIAL STREAM 130 LF 4,810 SF 2,560 SF 1,950 SF ROADICULVERTIRIPRAP
p? ? Q' Jt(F
rtitio?pOAA ?JF

TAR PAMLICO

I WATERSHED BUFFER
' I
' + (50' ON BOTH SIDE OF
--II II PERENNIAL AND
INTERMITTENT

'III
II STREAMS)
I( 1
I ?
UNSUITABLE
I
II
I ON-SITE
!
I SEPTIC SOILS

IMPACT #1 - ROAD
' SEE ADJACENT DETAIL &

IMPACT SHEET (#5 OF 5)

If ZONE 2 BUFFER LIMIT
` rZONE 1 BUFFER LIMIT
-PERENNIAL STREAM CL
~ZONE 1 BUFFER LIMIT
O
ZONE 2 BUFFER LIMIT

GRAPHIC SCALE
150 0 75 150 300 600
III r4 6-?j 6m

i j (IN FEET) -
I inch = 300 ft.
SUMMIT,
Consulting Engineers
1000 Corporate Dr., Suite 101
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summit-engineer.com
?ESSri"i'. ;
SEAL =
COPYRIGHT © 2005 PROJECT ENGINEER
SUMMIT CONSULTING JWP
ENGINEERS PROJECT MANAGER
EAC
DRAWING ALTERATION
IT IS A VI OLATION Of LAW FOR ANY PERSON.
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER. LANDSCAPE ARCHITECT. OR
LAND SURVEYOR TO ALTER ANY ITEM ON
DRAWN BY
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REOUIREO EAC
BY LAN TO AFFIX HIS OR HER SEALAND THE
NOTATIONAL E;EI Er?xLCV,IDeY HIS S -ALE FIREI ISSUE ATE
R
DESCRIPTi NOFTMEALTFRATIONS
0912006
NA 02
,
NOTE: STREAMS AND WETLANDS PER SURVEY BY ACCULINE SURVEYING
r
i
1 i
\V ?:. V?? V A t ,50,TAR F MLICO IV
\ p RIPARIAN BUFF [P
1 i
"'N EACH SIDE OF T
MAR' l 0; 200
DEPT{'(-WATEROUA, D
?t 1 Yr?1JF?,D9ti"?DS1Cr?4??;',TErERu'i'H
LASS I RIP RAP
1
ANNEL LINING RIFE#,? t t ti ?5
48 x 18_W x 24" Thy d2 IF OF 72"
\ V 0.?to
t(OTE: PER ENDf3F.RIP
11 + , \ \ 1N?51F,-o 7,55
/RAP APR N TO MATCH
INV bOT =1367.65
EXISTING REAM WIDTH B? \ '+ i st t t i?
r i I , I r A ? ? V A t j t i t t ? i , ?1
PIPE #?
150LFOF 24""iiRCPOjj,P _ \\ \ ?i t ti i i N,
r i @ 2,00°/D
i INV IN ,= 365'.04 '\A
INV OUT = 364.04
'A
i IP R, ?P APRON: ' t
11 "x6 X187 6 1 t
f r i 1 A
15A 1 t t I, 1 t5 it i ,i
/
ls. ? ` ? 1
111 v? GRAPHIC SCALE
`50 0 25 50 100 200
A, A
(IN FEET)
I inch= 100 ft.
6
5
4
3
2
1
0

REVISIONS
DATE _
STERLING CREEK SUBDIVISION PHASE II PROJECTNO.:
HWY 96, BRASSFIELD TWP., 05-069
GRANVILLE CO., NORTH CAROLINA DRAWING NAME:
05-069-SI.DWG
SITE PLAN / IMPACT SUMMARY SHEET 4OF5
SITE PLAN
? v
r?0 00?0??
TAR PAMLICO
WATERSHED BUFFER
(50' ON BOTH SIDE OF
PERENNIAL AND
INTERMITTENT j
STREAMS)
UNSUITABLE
ON-SITE
SEPTIC SOILS
I
STREAMS AND WETLANDS IMPACTS TABLE
STREAM BUFFER
STREAM MEANDER DISTURBANCES: WETLANDS
IMPACT#: STREAM TYPE: LENGTH: ZONE 1 ZONE 2 DISTURBANCES: CONSTRUCTION:
1 PERENNIAL STREAM 130 LF 4,810 SF 2,560 SF 1,950 SF ROADICULVERTIRIPRAP
f r
i
r
r
r
r
r
i
r
r
r
r
IMPACT #1 - ROAD
SEE ADJACENT DETAIL &
IMPACT SHEET (#5 OF 5)
1

\\ ZONE 2 BUFFER LIMIT
'---ZONE 1 BUFFER LIMIT
-PERENNIAL STREAM CL
~ZONE 1 BUFFER LIMIT
ZONE 2 BUFFER LIMIT
GRAPHIC SCALE
150 0 75 150 300 600
(IN FEET)
I inch = 300 ft.
SUMMIT.
Consulting Engineers
1000 Corporate Dr., Suite 101
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summit-engineer.com
r ;
CAR
= ?• SEALS 9 =
•4 6
COPYRIGHT (D 2005
SUMMIT CONSULTING
ENGINEERS
DRAWING ALTERATION
IT IS A NOTATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT. PROFESSIONAL
ENGINEER. LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY ANY LICENSEE
"MQ ERS THIS DOCUMENT IS REQUIRED
BY LAW TO AFFIX HIS OR HER SEALANDTHE
NOT ATION'ALTERED BY FCLLCWEO BY HIS
OR HER SIGNATURE AND SPL-C
DESCRIPTION OF THE ALTERATIONS.
PROJECT ENGINEER
JWP
PROJECT MANAGER
EAC
E
AC
DRAWN BY E01
SCALE FIRST ISSUE DATE
NA 0210912006 +r "I
1 7 r,
A ?l '+ 1 '? I I I 1 1
r i lv 1 t J`
1
}
A? r I/ i ? I ? A\ 1 + r r
i ? ? 1 1 1 \ ? ? \ ti ? 1
GRAPHIC SCALE
50 0 25 50 100 200
v
_? vv (IN FEET)
I inch = 100 ft.

STERLING CREEK SUBDIVISION PHASE II
HWY 96, BRASSFIELD TWP.,
GRANVILLE CO., NORTH CAROLINA
SITE PLAN / IMPACT SUMMARY
PROJECT NO.:
05-069
DRAWING NAME:
05-069-SI.DWG
SHEET 4 OF 5
NOTE: STREAMS AND WETLANDS PER SURVEY BY ACCULINE SURVEYING 1n)?I
I? ?!'?llr li
SITE DATA: STREET CONSTRUCTION DATA:
PIN: 1836-00-16-5291 TURQUOISE LANE: LENGTH= 2,037'; 18' PAVEMENTWIDTH
AVALONY COURT: LENGTH = 1,375'; 18' PAVEMENT WIDTH
1836-00.05-2440 JADE LANE: LENGTH = 302' (RIGHT-OF-WAY DEDICATION ONLY.
TOTAL AREA: 60.56 ACRES THIS ROAD WILL NOT BE CONSTRUCTED BY THE DEVELOPER, BUT
AREA IN NEW STREET: 1.48 ACRES MAY BE CONSTRUCTED BY OTHERS IN THE FUTURE, IF NEEDED FOR
AREA IN NEW RIGHT OF WAY: 4.35 ACRES CONNECTIVITY.)
AREA IN LOTS: 55.90 ACRES TOTAL LENGTH IN ROADS: 3,412' (EXCLUDING ROAD 3)
PROPOSED LOTS: 43 STREET CONSTRUCTION IN ACCORDANCE WITH NCDOT.
AVERAGE LOT SIZE: 1.30 ACRES ALL ROADS TO BE 50' PUBLIC RIGHT OF WAYS.
OPEN SPACE: 0.31 ACRES ALL PROPOSED ROADS TO BE MAINTAINED BY DEVELOPER UNTIL
ACCEPTED BY NCDOT.
IMPERVIOUS DATA:
TOTAL AREA: 60.56 ACRES
PRE-DEVELOPMENT:
TOTAL EXISTING IMPERVIOUS AREA: 0
PERCENTAGE OF IMPERVIOUSNESS: 0%
POST-DEVELOMENT:
TOTAL IMPERVIOUS AREA IN PROPOSED ROADS: 1.41 ACRE (61,416SF)
TOTAL IMPERVIOUS AREA IN PROPOSED LOTS: 2.47 ACRES (107,500 SF)
(ASSUMING 2500SF OF IMPERVIOUS AREA PER LOT)
TOTAL IMPERVIOUS AREA: 3.88 ACRES
PERCENTAGE OF IMPERVIOUSNESS: 6.40%
SUBDIVISION DATA:
ZONING: AR-40
CURRENT USE: VACANT
PROPOSED USE: SINGLE FAMILY RESIDENTIAL
MINIMUM LOT AREA: 40,000 SF (0.92 AC.)
MAXIMUM HEIGHT: 35'
FIRM MAP NO.: 37077CO200 C, DATED 9/28/90
INSIDE TAR-PAMLICO RIVER BASIN
NOT IN A GRANVILLE COUNTY WATERSHED
PIPES # 2

C=1 0.35 ? _
___ _ ., . _ ...........

( )- I 8.51

_
-- -- 1_

feet

1 I(10)= ._

1_ 7.51 Q(10)=1 9.4241cfs 1
_
A=1 tC=I 5.7741min 1(50)=
1 9.251
Q(50)=l 11.621cfs I
I

I Q(25)= 10.68 cfs
i
( ._
,
J . v _
_
--
( I 1
1
-
Pipe Size (In) 1 24 Slope=11.00%1 Rip Rap Apron CCLASS B (6" DIAM.)
HV111D- 0 84
-
-
fps
Size(LxWXD)= 12'x6'x18"-
I
PIPES # 3
(
) I I

C 0 2
L-
34501 If --- ..... ._.._....
6.6
1(25) 1 H=j 1301 feet 1(10)=, 5 7? Q(10) 95.081 cfs I
.
A= j 83.41 tc=1 14.6251 min 1(50)=1 ,
7.21 (50)=1 120.1 I cfs I
i Q(25)=1 110.091 cfs I

Pipe Size (in)=1 72" ! Slope='0.81%'.
._.__ Rip Rap Apron: ICLASS I (13" DIAM.)
IHW/D=I 0.7 V(10)= 7.4 ifps Size (LxWXD)=148'x18'x24"
Level SDreader#3
0.191 j Drainage Area=!
, 1.901
5i Tc--i 5!
7.5i 110=1 7.5i.
0.75i C=; 0.35,'
1.068751 Q10=i 4.9875!
Min Req Length= (13'x Q10), Min Req Length ](13'x 010); Min Req Length= ( (13'x Q10)
130.70; 13.891 64.84''I
STREAMS AND WETLANDS IMPACTS TABLE
STREAM BUFFER
STREAM MEANDER DISTURBANCES: WETLANDS
IMPACT #: STREAM TYPE: LENGTH: ZONE 1 ZONE 2 DISTURBANCES: CONSTRUCTION:
PERENNIAL STREAM 130 LF 4,810 SF 2,560 SF 1,950 SF ROAD/CULVERT/RIPRAP
NOTE: STREAMS AND WETLANDS PER SURVEY BY ACCULINE SURVEYING
NOTE:
THE CONTRACTOR MUST LIMIT STREAM DISTURBANCE AND EMBED STREAM CULVERTS ACCORDING TO THESE PLANS. IF STREAMS
ARE IMPACTED BEYOND WHAT IS SHOWN, THEN THE PROJECT MAY BE SUBJECT TO BIG MITIGATION FEES FROM NCDWQ AND/OR
USACE.
THE SPECIFIED CULVERTS MUST BE EMBEDDED BELOW THE STREAM CHANNEL, TO ALLOW AQUATIC LIFE PASSAGE.
MIN. EMBEDDED DEPTHS ARE AS FOLLOWS:
CULVERT DIAMETER: 18" OR LESS 24" 30" 36" 42" 48" 54" OR MORE
MIN. EMBEDDED DEPTH: 0.3' 0.4' 0.5' 0.6' 0.7' 0.8' 1.0'
TYPICAL SECTION FOR RESIDENTIAL COLLECTOR ROAD
50' RIGHT OF WAY
6'-0" 18'-0"PAVEMENT 6'-0" 5'-0"
SHOULDER 2"12 SHOULDER DITCH
1" PER FT. 1/4' /FT 1/4' /FT ?
8"ABC L
NIAR 1 0 2006
UENR - I',IATER oval Irv
NCDWQ REQUIREMENTS: IMPACTS AT STREAM CROSSINGS &
PROVISIONS FOR AQUATIC LIFE PASSAGE
TREE PROTECTION FENCE TREE PROTECTION FENCE
(OUTSIDE OF CHANNEL) (OUTSIDE OF CHANNEL)
RIPRAP APRON MUST CONFORM
DO NOT TO EXISTING CHANNEL AT END
DISTURB OF APRON, SO THAT NO GRADING
BEYOND EMBEDDED DEPTH IS NEEDED BEYOND THE APRON.
FENCE. -----.. (SEE NOTE FOR DETAILS)
RIPRAP APRON
NOT TO SCALE.
SEE PLANS FOR ADDITIONAL INFORMATION.
20' CULVERT LENGTH , RIPRAP LENGTH u
TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH ,
DO NOT
DISTURB
BEYOND
FENCE.
r PROJECT ENGINEER 6
J?? CARS ?'?G COPYRIGHT O 2005 PROJECT NO.:
?'' •,C/y'., SUMMI
5
DRAWING urERAno„ STERLING CREEK SUBDIVISION PHASE II
ENGINEERS T CONSULTING PJWP
ROJECT MANAGER
EAC 4 HWY 96, BRASSFIELD TWP.,
SUMMIT ?.N"L? 05-069
= SEAL - IT IS A VIOLATION OF LAW FOR ANY PERSON. 3 GRANVILLE CO., NORTH CAROLINA
DRAWING NAME:
UNLESS ACTING UNDER THE DIRECTION OF
Consulting Engineers = 4 6 - LICENSED ARCHITECT, PROFESSIONAL 2
i ?? ENGINEER. LANDSCAPE ARCHITECT. OR
- •. ,` LAND SURVEYOR TO ALTER ANY IT
ON 05-069-SI.DWG
1000 Corporate Dr., Suite 101 ?0 THIS DOCUMENT I„ANYWAY ANYLILENSEE DRAWN BY 1
Hillsborough, NC 27278-8551 WHO ALTERS THIS DO UMENi15 RE WIPED
BY LAW TO AFFIX HIS OR HER SEAL AND THE EAC
Voice: [phone] Fax: [phone] NOTATION °'roge° NOSaiofoer HIS SCALE FIRST ISSUE DATE D SITE PLAN l IMPACT SUM MARY SHEET 3 OF 5
www.summit-engineer.com DESCRIPTION OF THEALTERA`TIONS NA 02/09!2006 REVISIONS DATE BY
` 56- - , -
\ `
I?"A
` 02 ?` tI

i
"LEVEL 1
SPREADER #1' \ `?o
a
3
6g.
50'TARPAMLICO'RIVER \ \?
RIPARIAN bUl FER v \ v?
-EACH SIDE 05 STREAM,,
CLASS I RIP RAP \
CHANNEL LINiNCq,
481 x 18'W x 24" Tfi`
NOT TAPER END OF RIF RAP APf20N
TO MATCH ERISTING STREAh?VVIDTH \
PIPE #2
L_F O_ F_24" RCP OR CMP @ ?C
INV 1 = 363.5 \
INV 0 = 363.0 \
RIPRAP RON: _
CLAS`S/B;.1 'Lx6,Wz18- \
Y`
5b
l
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qi ` t
1, 0 1 ? 1
X ?, 1 I
9
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SPREAD '#2
i,
I !
,
1 ? PIPE\#3 ?5 1 1 I
I I
t 62,LFVF72"CwP9,0.81 oL
I I INVJN 357.55 ?
1 t I I INV OUTS= 357.05 \
X 1 ` ?4
X ?' I LEVEL SPREADER3 t I
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-? t
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1
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EXISTING ,7,
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WATER QUALIt
? ??;D3?^DSTC^LP„ T ?G
I?
I I I I 7SrvYL1 ?CJ 1 I_-< ?? I_
3701-- 11-4
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1 11\4 t OUT-?36?.0I--?
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360 ( I I I I I ?I 1 I 2: GF
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i l ! I j 358.55 ! 62
--I 358.05 71-1 ; }--N'
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OF EXI ING STREAM L n -RII?1 _CI
.81
3551 1 1 1 1 1 1 1 1 11 1 1 1 1 1 1 I 4,8'y x 110 ? 2'Thick I 1 1 1 1 1 1
I I I I1700 1 I I I I l l I1e00 1 1 1 1 1 1 I190al ! I I i 1? 1200e1 I I I 1
GRAPHIC SCALE
25 0 12.5 25 50 100
111- .4 ir-A
MII
(IN FEET)
1 inch= 50 ft.
IMPACT TO
ZONE1
IMPACT TO
ZONE2
CROSS SECTION OF IMPACT & PROVISIONS FOR AQUATIC LIFE PASSAGE SCALE: 1" =10'
U SHOULDER U SHOULDER TREE PROTECTION FENCE
TREE PROTECTION FENCE 18' ASPHALT PAVEMENT TOP OF CUT SLOPE RIPRAP APRON MUST CONFORM (OUTSIDE OF CHANNEL)
(OUTSIDE OF CHANNEL) 72" CMP CULVERT (= CUTTER LIMITS OF TO EXISTING CHANNEL AT END
IMPACT TO ZONE 1) OF APRON, SO THAT NO GRADING
DO NOT 2.1 ?1 IS NEEDED BEYOND THE APRON.
DISTURB i GRASSED 2:1 SIDE SLOPE D NOT
BEYOND DISTURB
FENCE. EMBEDDED DEPTH =1' ?,-\ - - BEYOND
358.55 / FENCE.
358.05
357.55 357.05 n O
EXISTING BOTTOM OF CREEK RIPRAP CHANNEL LIN NG O
20' I CULVERT LENGTH = 62' RIPRAP LENGTH =48'
TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH =131'
\A?\ SUMMIT
Consulting Engineers
1000 Corporate Dr., Suite 101
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summit-engineer.com
SEAL
154 6
31b 0 -?j:
COPYRIGHT © 2005
SUMMIT CONSULTING
ENGINEERS
DRAWING ALTERATION
IT IS A V CLATION OF LAW FOR ANY PERSON.
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT. PROFESSIONAL
ENGINEER LANDSCAPE ARCHITECT. OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCLMENT IN ANYWAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS RECUIRED
BY LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION'ALTERE D EY' FOLLOWED BY HIS
DH HER SIONA TUNE AND SI'ECIHC
,,FESCWPTION OF THE ALTERATIONS.
PROJECT ENGINEER
JWP
PROJECT MANAGER
EAC
DRAWN BY
EAC
SCALE FIRST ISSUE DATE
NA 02/09/2006
6
5
4
3
2
1
0
REVISIONS DATE BY
STERLING CREEK SUBDIVISION PHASE II
HWY 96, BRASSFIELD TWP.,
GRANVILLE CO., NORTH CAROLINA
IMPACT PLANS & PROFILES
PROJECT NO..
05-069
DRAWING NAME:
05-069-SI.DWG
[SHEET 5 OF 5
` x`56- _
1
oy ?`
0 ry0
LEVEL
\ ? T
SPREADER #i' \ \
366,
50' TAR PAMLICO'RIVER
k
RIPARIAN BUFFER
EACH SIDE OF STREAM,,,
\ \ A-
\ \ \
CLASS I RIP-RAP v `\
CHANNEL LINING
481E x 18'W x 24" Th ?? `\ \
01,
NOT TAP.?R END Ur RIP'RAP APRON \ ` \ r '
TO MATCH E3 IS IN.G STIR VVDTH \
U \
PIPE #2
LF OU4° RCR OLRCMP @ \
i ^%
INV I = 363.5 \
INV 0 = 363.0 \
RIPRAP RON:_
CLASSB;1 "Lz6Wx18"T \
At

A1,
i
1 1,
1
t
1
1
'sx 1
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I 375
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i
I
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62kLFVF 72" CAP @;0.81 I
i INV IN 357.55
INV OUT 357.0 i I
?? I I LEVELL SPREAD ER ?3
\` ` I I I
00
?\ \ 459\\ `\\\ I `I ?I I I t
I. IN?IN=363.5,--1-
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3601
l
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!BOTTOM OF EXI ING
355 I I
I III i
1 1 117001 I 1
I?o?? I tipa
II
II
I-I
II
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EXISTING l (;y; 0
STREAM CL
MAR I Q 2006
?' :N? • ?'tAT'
'?SF'rOSiC,i+„„jcL"
I I I ?
I-I
I I ?_
62 LF OF 72" CMPI@ 0.81
X1
19
GRAPHIC SCALE
25 0 12.5 25 50 100
r-4 6
(IN FEET)
I inch= 50 ft.
k IMPACTTO
ZONE1
IMPACT TO
ZONE2
CROSS SECTION OF IMPACT & PROVISIONS FOR AQUATIC LIFE PASSAGE SCALE: 1" =10'
U SHOULDER U SHOULDER TREE PROTECTION FENCE
TREE PROTECTION FENCE 18' ASPHALT PAVEMENT TOP OF CUT SLOPE RIPRAP APRON MUST CONFORM (OUTSIDE OF CHANNEL)
(OUTSIDE OF CHANNEL) 72" CMP CULVERT (= OUTTER LIMITS OF TO EXISTING CHANNEL AT END
IMPACT TO ZONE 1) OF APRON, SO THAT NO GRADING
DO NOT ?'1 IS NEEDED BEYOND THE APRON.
DISTURB i GRASSED 2:1 SIDE SLOPE DO NOT
DISTURB
BEYOND
FENCE. EMBEDDED DEPTH =1' ?\ - - BEYOND
8.55 / FENCE.
IK13" 3 5805
.
Q O L)
357.55 357.05 RIPRAP CHA_NN EL LINING
EXISTING BOTTOM OF CREEK u ?U
O
20' CULVERT LENGTH = 62' RIPRAP LENGTH = 48'
TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH =131'
SUMMIT.
Consulting Engineers
1000 Corporate Dr., Suite 101
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summit-engineer.com
SEAL =
..4f
COPYRIGHT © 2005
SUMMIT CONSULTING
ENGINEERS
DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON.
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REWIRED
BYLAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION 'ALTERED BY' FOLLOW ED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS .10
PROJECT ENGINEER
JWP
PROJECT MANAGER
EAC
EACWN BY
SCALE FIRST ISSUE DATE
NA 0210912006
6
5;
4,
3
2
1
0
REVISIONS DATE BY
STERLING CREEK SUBDIVISION PHASE II
HWY 96, BRASSFIELD TWP.,
GRANVILLE CO., NORTH CAROLINA
IMPACT PLANS & PROFILES
\ ? 1 I
` 356 '0 II
-LEVEL ` N -
SPREADER#1-
366,
50' TAR PAMLICO RIVER \
RIPARIAN 6U?FER v v v ?? \N
EACH SIDE 05 STREAM,
CLASS I RIPRAP
CHANNEL LININq
481 x 18'W x 24" Theo \ \ `?
1 \
NOT . I ^rv, END OF RIP RQP APR
TO MATCH E3ZISTINO STREAM WIDTH \

PIPE #2
LF OF.24" RCP 0,R CMP @

INV I = 363.5 \
INV 0 = 363.0

RIPRAP RON: \
_
CLASS B
A -L -
'
x 1
;
x 6
W
8 - \

I I
AT,
s?
>s
r
1
1` l has 1
LEVEL
\,SPREAD '#2
t
v '.
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1
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1 `
INV+N 35
I
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INVOU\= 7.0
1
LEVEL It I 1
SPREADER ?3 s
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EXISTING U
375 STREAM CL
__ 7006 -
370:
I I
I I I ? ' 0
.__oA
360
355
INI,=
1
!( I I I62LFOF72"CMPIna,0.81
x18'Wk2
i
1
GRAPHIC SCALE
25 0 12.5 25 50 100
(IN FEET)
I inch= 50 ft.
IMPACT TO
ZONE1
IMPACT TO
ZONE2
TREE PROTECTION FENCE
i
i
i
358.55 /
357.55
EXISTING BOTTOM OF CREEK
20'
U SHOULDER U SHOULDER
18'ASPHALTPAVEMENT
?CMP CULVERT
?'1
EMBEDDED DEPTH =1' I - - -
CULVERT LENGTH = 62'
TOP OF CUT SLOPE -
(= CUTTER LIMITS OF
IMPACT TO ZONE 1)
GRASSED 2:1 SIDE SLOPE
RIPRAP APRON MUST CONFORM -
TO EXISTING CHANNEL AT END
OF APRON, SO THAT NO GRADING
IS NEEDED BEYOND THE APRON.
358.05
357.05
\ RIPRAP CHANNEL LINING
RIPRAP LENGTH = 48'
TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH =131'
DO NOT
DISTURB
BEYOND
FENCE.
SUMMIT,
Consulting Engineers
1000 Corporate Dr., Suite 101
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summit-engineer.com
SEAL =
1 4 '
P P.,•0.\?(_ \
FCOPYRIGHT © 2005
SUMMIT CONSULTING
ENGINEERS
O-IINGALTEBATION
IT IS AVIC TION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT. PROFESSIONAL
ENGINEER. LANDSCAPE ARCHITECT. OR
LAND SURVEYOR TO LATER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BV LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION'ALTEREDBY' FOLLOWED EY HIS
OR HER SIGNAIUkE ANU SPEUFIC
DESCRIPTION OF THE ALTERATIONS.
PROJECT ENGINEER
JWP
PROJECT MANAGER
EAC
'DRA
EACWN BY
SCALE FIRST ISSUE DATE
NA 02/0912006
6
5
4
3
2
1
0
REVISIONS DATE BY
STERLING CREEK SUBDIVISION PHASE II
HWY 96, BRASSFIELD TWP.,
GRANVILLE CO., NORTH CAROLINA
IMPACT PLANS & PROFILES
I CROSS SECTION OF IMPACT & PROVISIONS FOR AQUATIC LIFE PASSAGE SCALE: 1" =10' 1
DO NOT
DISTURB
BEYOND
FENCE.
(OUTSIDE OF CHANNEL)
TREE PROTECTION FENCE I
(OUTSIDE OF CHANNEL)
TkA fal
-?
T

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WILTON

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,
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,Mount EnorgY
?
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n Creedmoor
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SUMMIT
Consulting Engineers
1000 Corporate Dr., Suite 101
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summit-engineer.com
COPYRIGHT 0 2005
SUMMIT CONSULTING
ENGINEERS
DRAWINGALTERATION
IT IS A YIOLATION OF LAW FOR ANY PERSON.
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT. PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS OOCWENT IN ANY WAYANY LICENSEE
WHO ALTERS THIS DOCUAENT IS REQUIRED
BY LAW TO AFFI%HIS OR HER SEALAND THE
NOTATION 'ALTERED Br FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIP710N OF THE ALTERATIONS.
PROJECT ENGINEER
JWP
PROJECT MANAGER
EAC .10
DRAWN BY
EAC
SCALE FIRST ISSUE DATE
1H=IMILE 02/0912006
6?
5i
4?
3'
2
1
0
REVISIONS DATE BY
STERLING CREEK SUBDIVISION PHASE II
HWY 96, BRASSFIELD TWP.,
GRANVILLE CO., NORTH CAROLINA
VICINITY MAP
PROJECT NO.:
05-069
DRAWING NAME:
05-069-SI.DWG
[SHEET 1 OF 5
USGS MAP: (SCALE: 1" =1000')
REFERENCE:
http://www.topozone.com/map.asp?lat=36.14194&lon=-78.57694
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NRCS MAP: (SCALE: 1" =1000)
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'
A.

SUMMIT.
Consulting Engineers
1000 Corporate Dr., Suite 101
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summit-engineer.com
COPYRIGHT (D 2005
SUMMIT CONSULTING
ENGINEERS
DRAWING ALTERATION
IT IS A NOLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LCENSED ARCHITECT, PROFESSIONAL
ENGINEER. LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEN LN
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BYLAW TO AFFIX HIS OR HER SEAL AND THE
NOUnON •uTERED Br FOLLOW ED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESORPTION OF THE AITEMTIONS
"PROJECT ENGINEER
JWP
PROJECT MANAGER
EAC
DRAWN BY
EAC
SCALE FIRST ISSUE DATE
1"=1000' 02109/2006
6
5
4
3
2
1
0
REVISIONS DATE BY
STERLING CREEK SUBDIVISION PHASE II
HWY 96, BRASSFIELD TWP.,
GRANVILLE CO., NORTH CAROLINA
USGS MAP / NRCS MAP
PROJECT NO.:
05-069
DRAWING NAME:
05-069-SI.DWG
SHEET 2 OF 5
http://websoilsun,ey.nres.usda.goN,/app/WebSoilSun`ey.aspx
SITE DATA: STREET CONSTRUCTION DATA:
PIN: 1836-00-16-5291 TURQUOISE LANE: LENGTH = 2,037'; 18' PAVEMENT WIDTH
AVALONY COURT: LENGTH= 1,375'; 18' PAVEMENT WIDTH
1836-00-05-2440 JADE LANE: LENGTH = 302' (RIGHT-OF-WAY DEDICATION ONLY.
TOTAL AREA: 60.56 ACRES THIS ROAD WILL NOT BE CONSTRUCTED BY THE DEVELOPER, BUT
AREA IN NEW STREET: 1.48 ACRES MAY BE CONSTRUCTED BY OTHERS IN THE FUTURE, IF NEEDED FOR
AREA IN NEW RIGHT OF WAY: 4.35 ACRES CONNECTIVITY.)
AREA IN LOTS: 55.90 ACRES TOTAL LENGTH IN ROADS: 3,412' (EXCLUDING ROAD 3)
PROPOSED LOTS: 43 STREET CONSTRUCTION IN ACCORDANCE WITH NCDOT.
AVERAGE LOT SIZE: 1.30 ACRES ALL ROADS TO BE 50' PUBLIC RIGHT OF WAYS.
OPEN SPACE: 0.31 ACRES ALL PROPOSED ROADS TO BE MAINTAINED BY DEVELOPER UNTIL
ACCEPTED BY NCDOT.
IMPERVIOUS DATA:
TOTAL AREA: 60.56 ACRES
PRE-DEVELOPMENT:
TOTAL EXISTING IMPERVIOUS AREA: 0
PERCENTAGE OF IMPERVIOUSNESS: 0%
POST-DEVELOMENT:
TOTAL IMPERVIOUS AREA IN PROPOSED ROADS: 1.41 ACRE (61,416SF)
TOTAL IMPERVIOUS AREA IN PROPOSED LOTS: 2.47 ACRES (107,500 SF)
(ASSUMING 2500SF OF IMPERVIOUS AREA PER LOT)
TOTAL IMPERVIOUS AREA: 3.88 ACRES
PERCENTAGE OF IMPERVIOUSNESS: 6.400%
SUBDIVISION DATA:
ZONING: AR-40
CURRENT USE: VACANT
PROPOSED USE: SINGLE FAMILY RESIDENTIAL
MINIMUM LOT AREA: 40,000 SF (0.92 AC.)
MAXIMUM HEIGHT: 35'
FIRM MAP NO.: 37077CO200 C, DATED 9128!90
INSIDE TAR-PAMLICO RIVER BASIN
NOT IN A GRANVILLE COUNTY WATERSHED

Pipe Size (in) 24" Slope=':1.00% Rip Rap Apron: CLASS B (6" DIAM.)
HW/D 0.84 V 9.5 fps Size (LxWXD)- 12'x6'x18"
STREAMS AND WETLANDS IMPACTS TABLE
STREAM BUFFER
STREAM MEANDER DISTURBANCES: WETLANDS
IMPACT #: STREAM TYPE: LENGTH: ZONE 1 ZONE 2 DISTURBANCES
CONSTRUCTION:
1 PERENNIAL STREAM 130 LF 4,810 SF 2,560 SF 1,950 SF ROAD/CULVERT/RIPRAP
NOTE: STREAMS AND WETLANDS PER SURVEY BY ACCULINE SURVEYING
NOTE:
THE CONTRACTOR MUST LIMIT STREAM DISTURBANCE AND EMBED STREAM CULVERTS ACCORDING TO THESE PLANS. IF STREAMS
ARE IMPACTED BEYOND WHAT IS SHOWN, THEN THE PROJECT MAY BE SUBJECT TO BIG MITIGATION FEES FROM NCDWQ AND/OR
UPACE.
THE SPECIFIED CULVERTS MUST BE EMBEDDED BELOW THE STREAM CHANNEL, TO ALLOW AQUATIC LIFE PASSAGE.
MIN. EMBEDDED DEPTHS ARE AS FOLLOWS:
CULVERT DIAMETER: 18" OR LESS 24"
MIN. EMBEDDED DEPTH: 0.3' 0.4'
30" 36" 42" 48" 54" OR MORE
0.5' 0.6' 0.7' 0.8' 1.0'
TYPICAL SECTION FOR RESIDENTIAL COLLECTOR ROAD
50' RIGHT OF WAY
6'-0" 18'-0" PAVEMENT 6'-0" 5'-0"
SHOULDER 2"12 SHOULDER DITCH
1/4'/FT 1/4'/FT
1" PER FT. - 1" PER FT.
3.1 2;1
8" ABC
NCDWQ REQUIREMENTS: IMPACTS AT STREAM CROSSINGS &
PROVISIONS FOR AQUATIC LIFE PASSAGE
Pipe Size (In) 72" Slope 0.81% Rip Rap Apron CLASS 1 (13" DI_AM.)
HW/D= 0.7 V7.4 fps Size (LxWXD)-,48'x18'x24" -
Level Spreader #1 Level Spreader#2
Drainage Area='
- -- -- 3.83 Drainage Area=' 0.19

TC= -
5 - .....
TC=
5
110= 7.5 110= 7.5.
C_ 0.35' ' C= 0.751
Q10=' 10.05375 Q10= 1.06875
Min Req Length= (13'x 010) Min Req Length= (13'x Q10)'
130.70 13.89(
Level Spreader#3
Drainage Area= 1.90
TC= 5
110= 7.5
C= 0.35
Q10
Min Req Length=
4.9875
13'x 010)
64.84
TREE PROTECTION FENCE TREE PROTECTION FENCE
(OUTSIDE OF CHANNEL) (OUTSIDE OF CHANNEL)
RIPRAP APRON MUST CONFORM
DO NOT TO EXISTING CHANNEL AT END
DISTURB OF APRON, SO THAT NO GRADING
BEYOND EMBEDDED DEPTH IS NEEDED BEYOND THE APRON. D NOT
DISTURB
FENCE. (SEE NOTE FOR DETAILS)
RIPRAP APRON BEYOND
FENCE.
NOT TO SCALE.
SEE PLANS FOR ADDITIONAL INFORMATION.
20' CULVERT LENGTH RIPRAP LENGTH
TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH
PROJECT ENGINEER 6
,.??? CARp COPYRIGHT 0 2005 JWP STERLING CREEK SUBDIVISION PHASE II PROJECT NO.:
..... / SUNINUT CONSULTING 5 ??????
U 11101 11n I9 ENGINEERS PROJECT MANAGER
1+V I 4 HWY 96, BRASSFIELD TWP., T DRAWING ALTERATON EAG
S11,
SEAL _ TSA?OUATGNOFLAWFGRANYPERSON
3 GRANVILLE CO., NORTH CAROLINA DRAWING NAME:
UNLESS ACTING UNGER THE DIRECTION OF
Consulting Engineers - `: - LICENSED ARCHITECT, PROFESSIONAL
ENG;NEPR, LANDSCAPE ARCHITECT. OR
• 154 '6 ' ?\ NOSUR?ErATOALTERANYITEMON 2 05-069-SI.DWG
1000 Corporate Dc, Suite 101 u L THIsc DRAWN BY 1
ocuNENriN ANY WAY ANVUCENSEE
BY LAW TO AFFIX HIS OR HER SEAL AND THE D
Hillsborough, NC 27278-8551 wHOALicn5THIS D«FENOWEDBytHEO EAC SITE PLAN l IMPACT SUMMARY
TION 'AL
Voice: [phone] Fax: [phone] Nou REIGN TUEcerraCIFIC His SCALE FIRST ISSUE DATE
SHEET 3 OF 5
www.summit-engineer.com ,\???` CESC PTONO THEALTERATI'CNS NA ( REVISIONS DATE BY
02!09/2006
SITE PLAN
STREAMS AND WETLANDS IMPACTS TABLE
STREAM BUFFER
STREAM MEANDER DISTURBANCES: WETLANDS
LENGTH: ZONE1 ZONE2 DISTURBANCES: CONSTRUCTION:
IMPACT m: STREAM TYPE:
1 PERENNIAL STREAM
/ tiO?Q 0^
f TAR PAMLICO
WATERSHED BUFFER
i (50' ON BOTH SIDE OF
--? I PERENNIALAND
INTERMITTENT j
I II STREAMS)
?? II
I I
ill' !
i? II
l,T
11 !I !(
IIL(I
l? I
((I?iI
II i
Il II I !

UNSUITABLE
ON-SITE
SEPTIC SOILS
IMPACT #1 - ROAD
SEE ADJACENT DETAIL &
IMPACT SHEET (#5 OF 5)
ZONE 2 BUFFER LIMIT
`_--ZONE 1 BUFFER LIMIT
PERENNIAL STREAM CL
-ZONE 1 BUFFER LIMIT
`ZONE 2 BUFFER LIMIT
GRAPHIC SCALE
150 0 75 150 300 600
(IN FEET)
I inch = 300 ft.
130 LF 4,810 SF 2,560 SF 1,950 SF ROAD/CULVERTIRIPRAP
NOTE: STREAMS AND WETLANDS PER SURVEY BY ACCULINE SURVEYING

F? A 501TAR FANILICO IV
p RIPARIAN BUFF I
EACH SIDF OF TF? D f
\ LASS I RIP RAP
1
ANNEL LINING PI E#3
48 x 18'W x 24" Th _ \ 62? F OF 72" @
NOTE: PER ENDYORIR IF NVI Ih.' = 357.55 \
\ RAP APR N TO MATCH= /
'EXISTING -REAM WIDTH, j \INV 06T = 357.05 I f
FIFE #3
f50 LF OF 24",RCP OR:G 1P < +r
@ 2.001%.
INVIN =365.04
INV OUT = 364.04
IPRAP APRON: L -,
?1 "x6'x18"
GRAPHIC SCALE
??? -- - \ 50 0 2 50 00 200
(IN FEET)
I inch = 100ft.
CSU?ih1ITCONSOULT2005 ING jWOJECTENGINEER 6 STERLING CREEK SUBDIVISION PHASE II PROJECTNO.:
SUMMIT ENGINEERS PROJECT MANAGER 4 HWY96, BRASSFIELDTWP., 05-069
DRAWING ALTERATION EAC
SEAL ITISAVIC-TIONOFLAWFORANYRERSONUNLESS ACTING UNDER THE DIRECTION OF 3 GRANVILLE CO., NORTH CAROLINA DRAWING NAME:
Consulting Engineers _ L : ENSED ARCHITECT, PROFESSIONAL
ENG:xEER. LAIDSDAPE ARCHITECT. OR
=?•.. 1 4 LANG SURVEYORTO ALTER ANY ITEU ON 2 05-069-SLOW.
1000 Corporate Dr., Suite 101 IN.SUCONENTINANY'NAY ANYlIDEN DRAWN 8Y 1
Hillsborough, NC 27278-855, r W OALTERBTHSDODO ENT:SRES DIREO EAC SITE PLAN I IMPACT SUMMARY
?j •. IN BYLAWTOAFFIM HIS OR HE.RSEA ANOTHE 0
Voice: [phone] Fax: [phone] ?.` NOTATION•ALTEREDBYGOLLOWE BYHIS SCALE FIRST ISSUE DATE SHEET 4 OF 5
ww.summit-engineer.com OESCRIPONOFTHEALTEar Aoe
HER www.summit-engineer.com NA 02/0912006 REVISIONS DATE BY

L?
j
375 _
0?
LEVEL
SPREAD R n2!
370 -?-
I
LEVEL ?
SPREADER1?,
50' TAR PAMLICO RIVER
RIPARIAN BUFFER
-EACH SIDE OF STREAM
F60
CLASS I RIPRAP -?
CHANNEL LINING
481 x 18'W x 24" Tfi'?ar
c,o
NOiTE PER END OF RIP RAP APRON
TO MATCH EXrSTtN-G STREAM',NIDTH

PIPE #3
LF
'RCP-OR
OF 24'
C MP @
_
-
-,
INV I = 363.5.
INV 0 = 363
0
?
.
RIPRAP RON: l
CLASS B;1 -Lx 6 W z'18"T

k
10 365 tN "2 i __.. L .. _ _.
Bof /4-R
P;P? 3 j MP-@_- -- 62 LF?F 7CMP @ 0.81 ,D INVIN - 357.55 363 5
INV OUT = 357.0:7 } INV OUT - 303 0 i
r\ LEVEL,SPREADER n3 366 ?-
r 1 1
?-f- A i - -, -----___ -----?--- --35855 I -..:-
? ?',p ?•? - ---- h._:.--- --- _ _? - - ?--358.05 (
?r 92i 52
_ c as BOTTOM OF EXISTING STREAM
355 j - -
17+00 18+00
I ?
o;N MIN Filo,
i
QS9?j00 Cl)1? ?I?
EXISTING
STREAM CL
I o o l o ?P??__ - -?_?-
ti GG
i._ -- __?--
?r 0 0 ZONE: ?' -- - ?-
- --f
I I
---i -- LPIPE-r3 -' --- --i -
- a ?62LFOF72"CM]i,@081/D
D
INV IN - 35755 I
IINV01 IT=357,05----- - -
-'----RIP_RAP CHANNELLININ- ---
48'Lx1t;'Wx2'Thick ( !--?--_- ?
19+00 2000 1
I h h 10
Njo t`jv °'"'fro CIO?
°ico co ??jr- ?[co ?10
co IC0 Co co Ir__ co, GRAPHIC SCALE

25 0 12.5 25 50 100
(IN FEET)
I inch= 50 ft.
IMPACT TO
ZONE1
IMPACT TO
ZONE2
IF DO NOT p I IS NEEDED BEYOND THE APRON.
TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH = 131'
CROSS SECTION OF IMPACT & PROVISIONS FOR AQUATIC LIFE PASSAGE SCALE: 1" =10'
TREE PROTECTION F 6'SHOULDER 18'ASPHALT PAVEMENT 6'SHOULDER TOP OF CUT SLOPE RIPRAP APRON MUST CONFORM TREE PROTECTION FENCE
ENCE
(OUTSIDE OF CHANNEL) 72"CMP CULVERT (=GUTTER LIMITS OF TO EXISTING CHANNEL AT END (OUTSIDE OF CHANNEL)
IMPACT TO ZONE 1) OF APRON, SO THAT NO GRADING
DISTURB GRASSED 2:1 SIDE SLOPE ? MOST ?RT6
BEYOND i EMBEDDED DEPTH =1' ? ..- - - - BEYOND
FENCE. 358.55 ::?? FENCE.
358.05
? ?c7.55
? 357.05 RIPRAP CHANNEL LINING O O
EXISTING BOTTOM OF CREEK
20' CULVERT LENGTH = 62' RIPRAP LENGTH = 48'
SUMMIT
Consulting Engineers
1000 Corporate Dr., Suite 101
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summit-engineer.com
CARp?
SEAL =
154;56
IPIP
COPYRIGHT 0 2005
SUNINIIT CONSULTING
ENGINEERS
DNA'AINGALTER TIQN
IT IS A VIO ATION C= LAW FOR ANY REFSON.
UNLESS ACTIN:, UNDER THE DIR=CTION Cc
LICEN-3 ARCHITECT. PROFESS;CNI
ENGINEER LAN_S^APEARGMTE_T Da
LAN- SURVEYOR TO ALTER ANY ITEM OI
-IS DOCUMENT IN ANY WAY ANY LI.EN'SEE
WHO ALTERS THIS DOCUM1IENT IS REQIIAED
BY LAW TD AFFIX HIS OR HER SEAL AND THE
NOTATION ALTERED 8Y FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
,DES CRI12N OR THE ALTERATIONS
PROJECT ENGINEER
JWP
PROJECT MANAGER
EAC
DRAWN BY
EAC
SCALE FIRST ISSUE DATE
NA 0210912006
6?
5
3
2
1
D
REVISIONS DATE BY
STERLING CREEK SUBDIVISION PHASE
HWY 96, BRASSFIELD TWP.,
GRANVILLE CO., NORTH CAROLINA
IMPACT PLANS & PROFILES
PROJECT NO.:
05-069
DRAWING NAME:
05-069-SI.DWG
SHEET 5 OF 5
SUMMIT
Consulting Engineers
03/09/2006
NCDENR, Cindy Karoly - Supervisor
401 Oversight / Express Review Permitting Unit
2321 Crabtree Boulevard, suite 250
Raleigh, NC 27604
D 6 rporate Drive • Suite 101 • Hillsborough, NC 27278
Telephone [phone] • Fax [phone]
MAR 1 Q 2006
IVE141, NOSTan?"?.''k?iFIh?"BTMfiA4cN
Subject Property : Sterling Creek - Phase II DWQ Project # 06-0250
Ford Creek [030301, 28-14, C, NSW] Granville County
Re: DWQ "Request for more information" letter dated 03/01/2006.
Dear Ms. Karoly,
After close review of our original submittal package dated 02/09/2006, it appears that several mistakes / typos were
made in our application. You will find enclosed five copies of the corrected application page and plan sheets referenced in
your letter dated 03/01/2006:
1. Item 1. in your letter concerns the classification of the stream being impacted by the project. Page #8 (Section
VIII, No. 1) of our original application incorrectly states that the stream is intermittent. Five corrected copies of
page #8 are enclosed in this package showing that we have indeed classified the stream as perennial.
2. Plan sheet #4 (of 5) in our original application showed both pipes labeled as pipe #3. You will find enclosed
five copies of the corrected plan sheet (4 of 5) showing pipes # 2 and 3 properly labeled. Also please note that
the grayed area represents unsuitable septic materials and not the location of the stream buffer. Plan Sheet #5
shows more clearly that pipe #2 is located outside of the stream buffer, therefore not creating an additional
impact.
The purpose of pipe #2 is however purely logistic, in that it allows us to locate level spreader #1 on the west
side of the proposed road. The opposing lot (on the East side of the road), offers a highly reduced suitable
dwelling area, and would have been rendered unusable with a 131 foot long level spreader installed across it.
3. Enclosed you will find five copies of the Operation and Maintenance Agreement for the level spreaders.
4. The percent of project imperviousness area based on the estimated built-out conditions is located on Plan Sheet
3 of 5 (top left). You will find enclosed for your convenience five additional copies of this sheet, as well as five
copies of Plan Sheet #5 of 5 showing a detailed plan and two cross sections of the proposed impact.
Please do not hesitate to give us a call at 919-732-3883 if you have any questions and/or comments about the
attached information.
Sincerely,
Emmanuel A. Castel,
Summit Consulting Engineers, PLLC
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
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)
1 Road / Culvert / Riprap Forested No 0 0.045

Total Wetland Impact (acres) 0.045
3. List the total acreage (estimated) of all existing wetlands on the property: 2.3 Ac
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 map)
Stream Name
Type of Impact
Perennial or Intermittent?
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
1 Rd./Culvt./RipRap Perennial 15' 130 0.045

Total Stream Impact (by length and acreage) 130 0.045
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)

No Open Waters On site

Total Open Water Impact (acres)
Updated 11/1/2005
Page 8 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
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
I Road / Culvert / Riprap Forested No 0 0.045

Total Wetland Impact (acres) 0.045
3. List the total acreage (estimated) of all existing wetlands on the property: 2.3
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 he included- To calculate acreage- multinly 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)
1 Rd./Culvt./RipRap Perennial 15' 130 0.045

Total Stream Impact (by length and acreage) 130 0.045
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill. excavation. dredging. flooding. drainage. bulkheads. etc.
Open Water Impact Name of Waterbody Type of Waterbody Area of
Site Number (if applicable) Type of Impact (lake, pond, estuary, sound, bay, Impact
(indicate on ma ocean, etc.) (acres)

Updated 111112005
Page 8 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
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet) Area of
Impact
(acres)
1 Road / Culvert / Riprap Forested No 0 0.045

Total Wetland Impact (acres) 0.045
3. List the total acreage (estimated) of all existing wetlands on the property: 2.3 Ac
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 map)
Stream Name
Type of Impact
Perennial or Intermittent?
Intermittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
1 Rd./Culvt./RipRap Perennial 15' 130 0.045

Total Stream Impact (by length and acreage) 130 0.045
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)

No Open Waters On site

Total Open Water Impact (acres)
Updated 11/1/2005
Page 8 of 12
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 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: aA 4- ti Ue
Title: ?.tJ V4A Cam-
Address: "CAJ a llaij 'Ur f:;A Af k b j • -o-\J A c o 27 T
Phone:
Signature:
Date:
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, S 6?a4'C_de_a Notary Public for the State of NORTH CAROLINA, County of
do hereby certify that ( rN t'al f:±f personally
appeared before me this day of , -AC01b, and acknowledge the due
execution ofthe forgoing wet [wetland] detention basin maintenance requirements.
Witness my band and official seal,
SEAL
My commission expires J 1 l !J
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 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: A t' 4 S h A Ev ??- 1? ?? t?i('?-Et3C
Title: )18 A tj Aci j"tl!!7 r_"NA r4 e,
Address: -FELrAJ oi(oJ .-or h_A??;-1J'-60J Al Co D-7
Phone:
Signature:
Date:
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, S G? - , a Notary Public for the. State of NORTH CAROLINA, County of
v` do hereby certify that Qr l personally
appeared before me this 13? h day of 1611,r aC01, and acknowledge the due
execution o the forgoing wet [wetland] detention basin maintenance requirements.
Witness my band and official seal,
SEAL
My commission expires Cl ! I tj 11
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 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: A r 4 1'1i al 6,., (Y-X- K UC
Title: )48 A00 Aq J •c? ?i r-!hn V4 C-vim
4-o Address: I 0 7z Ft ol(oo Ur 1:-A q --J n,? L1 -X7&)S-
Phone:
Signature:
Date:
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, ' S , a Notary Public for the State of NORTH CAROLINA, County of
Qn? v` do hereby certify that 6-ac-jS4zcal?-1 personally
aeared before me this 134-
pp day of _ r ACV 1, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements.
Witness my hand and official seal,
SEAL
My commission expires X t l U
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 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. rr
Print name: A U C
Title: A1JAgA'J!F? Y C-,
Address: t L?-L Y-AJ a llat 3 V r ?'t-/a ?; ? ? ?? '?•? 11! C,
Phone:
Signature:
Date:
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, (it/?.r -S CTQ?tr??7 to a Notary Public for the State of NORTH CAROLINA, County of
` do hereby certify that r-zac?j I personally
appeared before me this /3-" day of _YyJ A601b, and acknowledge the due
executiop of the forgoing wet [wetland] detention basin maintenance requirements.
Witness my band and official seal,
SEAL
My commission expires l t ! U
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 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: AV, Lt . <Nh t DA 6" / 11 A . ('G-??C ?••
Title: 10 A 1,j Aq Aj
Address: 1. Z r?U golini.J 17r h A k; k1toi
Phone: I l9 2_,01 4v `z..:
Signature:
Date:
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, S CTG2ude-?k' a Notary Public for the State of NORTH CAROLINA, County of
y' , do hereby certify that 'GLr W ( personally
appeared before me this 134- h day of ACV/L,, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements.
Witness my hand and official seal,
SEAL
My commission expires ! I ! V

?. .Y. it
LETTER OF TRANSMITTAL
SUMMIT
Consulting Engineers 1000 Corporate Drive • Suite 101 • Hillsborough, NC 27278
Telephone [phone] • Fax [phone]
TO Gary Shipley
1662 Fern Hollow Drive,
Franklinton, NC 27525
ATTN Gary Shipley
WE ARE SENDING YOU
? Prints
? Copy of Letter
? Attached
? Reproducible
? Change Order
DATE 3-10-2006 PROD. NO. 05-069
RE Sterling Creek, Granville Count
? Under Separate Cover
? Specifications
D LP -- o a.5o
? Transmitted Via
? Shop Drawings
COPIES DRAWING DATE DESCRIPTION
1 03/10/06 LEVEL SPREADER OPERATION & MAINTENANCE AGREEMENT
TRANSMITTED
? For Approval ? As Requested ? For Your Use ? For Review and Comment
COMMENTS
Once si ned and notarized, you can send this agreement to
DEPARTMENT OF WATER QUALITY
CINDY KAROLY, 401 WETLANDS DIV. REFERENCE: DWQ PROJECT# 06-0250
2321 CRABTREE BOULEVARD, GRANVILLE COUNTY
RALEIGH, NC 27604-2260
COPY TO
SIGNATU

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 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: GA C LA. c,, ? i rl e,--, /,? 4avAt A R-4 _ cf*6K U C
Title: VA At'j PAL
Address:

Phone: I l 1, Z d 1 4©?
Signature: Z
Date:
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, "f',el -s , a Notary Public for the State of NORTH CAROLINA, County of
V' do hereby certify that CLrH..Stt. aIg: personally
appe46d before me this IS- day of _j/ ,r- , aCV1, and acknowledge the due
' -xecutiori of-th-elorgoing wet [wetland] detention basin maintenance requirements.
Witness my-b?-;&2nd official seal,
(SEAL
?M)6k-cornmiskslon expires /V/ l / U
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Office Use Only: Form Version March 05
oO250
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14, GC3404
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), chD rs9
1
II. Applicant Information FaB 1 4 2006
1. Owner/Applicant Information i)ENR _ WATER QUALITY
Name: GARY SHIPLEY (STERLING CREEK, LIykU0 MDsTO?"A"'RBW4CH
Mailing Address: 1662 FERN HOLLOW DRIVE
FRANKLINTON, NC 27525
Telephone Number: 919-201-4027 Fax Number: 919-528-2357
E-mail Address: NA
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: SUMMIT CONSULTING ENGINEERS, PLLC
Company Affiliation: ENGINEERING CONSULTANT HIRED BY OWNER
Mailing Address: 1000 COPORATE DRIVE, SUITE 101,
HILLSBOROUGH, NC 27278
Telephone Number: 919-732-3883 Fax Number: 919-732-6676
E-mail Address: manu.castelPsummit-engineer.com
Updated 111112005
Page 5 of 12
Ir
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: STERLING CREEK PHASE II
2. T.I.P. Project Number or State Project Number (NCDOT Only
3. Property Identification Number (Tax PIN): 1836-00-16-5291 / 1836-00-05-2440
4. Location
County: GRANVILLE Nearest Town: WILTON
Subdivision name (include phase/lot number): STERLING CREEK, PHASE II
Directions to site (include road numbers/names, landmarks, etc.): TAKE NC 56 EITHER FROM
USl IN FRANKLINTON (THEN HEAD WEST ON NC56) OR AT EXIT# 191 OF I-85 (THEN TAKE A
RIGHT ON NC 56 TO HEAD EAST FOR 8 TO 10 MILES). ONCE IN WILTON, TAKE NC 96 SOUTH
(LEFT ON NC96 IF COMING FROM FRANKLINTON RIGHT IF COMING FROM I-85). TAKE A LEFT
ON OLD FRANKLINTON ROAD.(SR 1705). THE SITE IS LOCATED 3600 FEET ON THE LEFT.
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)
60.56 Ac
7. Name of nearest receiving body of water: FORD / FORK CREEK
8. River Basin: TAR-PAMLICO
(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/map-/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Conditions on site: entirely wooded. Conditions in vicinity:
Rural residential mostly wooded with "pockets" of recent developments.
Updated 11/1/2005
Page 6 of 12
attach a sheet that
ow
10. Describe the overall project in detail, including the type of equipment to be used: Project
consists of approximately 35001f of 18' wide paved roadway construction (using bulldozers,
dump trucks, compaction rollers, backhoe and/or excavator, motor grader, asphalt paver and
rollers). There are 4 storm drainage pipes crossing the proposed road, one of which is a
stream crossing.
11. Explain the purpose of the proposed work: Create public access to 43 lots created in the
subdivision and create future public access to adjacent properties.
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. This is a new project - there is no prior project history
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.
There will be no other stream crossings, wetlands impact or buffer impacts on this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: There is one approximately 64
foot wide, 100 foot long stream buffer impact, one 130 foot long stream impact, and a small
impact to wetlands on the project. (There is only one impact site on this project).
Updated 11/1/2005
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
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)
1 Road / Culvert / Riprap Forested No 0 0.045

Total Wetland Impact (acres) 0.045
3. List the total acreage (estimated) of all existing wetlands on the property: 2.3 Ac
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?
ittent? Average
Stream Width
Before Impact Impact
Length
linear feet Area of
Impact
acres
1 Rd./Culvt./RipRap intermittent 15' 130 0.045

Total Stream Impact (by length and acreage) 130 0.045
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)

Ncl Open Waters On Site

Total Open Water Impact (acres)
Updated 11/1/2005
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.045
Wetland Impact (acres): 0.045
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.045
Total Stream Impact (linear feet): 130
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
Pond Creation NO PONDS WILL BE CREATED AS PART OF THIS PROJECT.
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:
VII. Impact Justification (Avoidance and Minimization)
Expected pond surface area:
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The proposed impact was
unavoidable considerinu the configuration of the tract (impact is located at the entrance of the
property). Impact was minimized by using a stream crossing angle as close to 90° as possible.
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.
Updated 11/1/2005
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/stnngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Perennial Stream impact < 150LF & Wetlands impact < IAc. Therefore no mitigation is
needed on this nroiect
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/wip/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):
Updated 11/1/2005
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
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 213 .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
* Impact Required
Zone Multiplier T C*+;, „*;__
I 1 I 4,810 13 (2 for Catawba) I 44,430
2 2,560 1.5 340
Total I 7,370 I I 450
* 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. The total stream buffer impact is less than a
third of an acre (7 370sf / 43 560sf = 0.169 < 0.333). No mitigation is therefore required.
Updated 11/1/2005
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. There are no existing impervious areas on site.
Total proposed impervious area = 3.88 Ac (6.4% of total project area).
Level spreaders will be installed at the lower end of each ditch / drainage way in order to meet
the diffuse flow requirements per 15A NCAC 02B .0259 item (5).
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.
Individual Septic systems will be used.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No N
Is this an after-the-fact permit application? Yes ? No N
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 N
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: This
project is a stand alone subdivision. No other stream crossings will be made on this project
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).
Applicant,4ginA Signature / 17dte
(Agent's signature is alid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 12 of 12
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U SHOULDER U SHOULDER
TREE PROTECTION FENCE 18' ASPHALT PAVEMENT TOP OF CUT SLOPE -
IN FEET) (OUTSIDE OF CHANNEL)
I,
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IMPACT TO
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IMPACT TO
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DO NOT
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SCALE: 1" =10'
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n r-, n n
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DO NDT
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1'
SUMMIT
Consulting Engineers
1000 Corporate Dr., Suite 101
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summit-engineer.com
OAR11
SEAL =
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r
COPYRIGHT © 2005
SUNINUT CONSULTING
ENGINEERS
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UNLESS AOTINO-ZER THE DIRECTION OF
uceNrQ ARCHITE-1.-GVESSICNA
ENOINEER LANDSCAPE AR,^,H,iECT OR
LAND SURVEYOR TO ALTER ANY ITEM ON
TMS DO L-T w ANY WAY ANY LICENSEE
WHO ALTERS THIS G0..Un_NT IS REQUIRED
BY lAW 70 AFF` H2 DR HER SEAL ANC THE
NOTATION 'ALTERED -F.LLOW'FD BY HIS
OR HER SIGNATURE AND SPECIFIC
OESCNPTION OF THE ALTERATIONS
PROJECT ENGINEER
JWP
PROJECT MANAGER
EAC
DRAWN BY
SCALE FIRST ISSUE DATE
NA 02/0912006
116
5
4
3
2
1
0
REVISIONS DATE BY
STERLING CREEK SUBDIVISION PHASE II
HWY 96, BRASSFIELD TWP.,
GRANVILLE CO., NORTH CAROLINA
IMPACT PLANS & PROFILES
PROJECT NO.:
05-069
DRAWING NAME:
05-069-S I. DWG
SHEET 5 OF 5 ,
TREE PROTECTION FENCE
(OUTSIDE OF CHANNEL)
'LEVEL
SPREADER TMi ., o
50' TAR PAMLICO PIVER
RIPARIAN BUFFER
-EACH SIDE OF STREAM
CLASS I RIP RAP
CHANNEL LINING
481x18'Wx24"Th
NOT _?' APER END OF RIP RAP APRON
TO MATCH EXFSTMLG S, TREAM'NIDTH'
PIPE 93 \? _
LF_OF 24' RCP OR CMP @
>
INV I = 363.5 . ;
INV 0 - 363.0
RIPRAP RON:_
CLASS B;.1 -L x 6'W x18
91>
ATJ
i 7y
%99
0
79 /
x
I '
92 ?
?s
LEVEL s
.SPREAD Rn2
1
A,/
EXISTING
375 ( ^----- -- STREAM CL
0
ti ? ??? 0? BOA ti0
370 'I
365 PIPE n2 i
r r v
bU,LU
P".PE'< ;.3
,?? 62 LF?OF 72"CMP @.0.81 ro ?I INV IN = 363.5
?
/ INV.INL 357.55 .. ! .
INVOUT=357.05 IN OUT-?o30 f
r 360
LEVEL, SPREADER n3 )
358.55
I

? P{PE r3 L_ _-
I -358:05 162 LF OF 72 CMP -n 81 N
_._ INV IN -_357 5c
9
o' a _ __ BOTTOM OF EXISTING STREAM _ RIP- RAP.CHANtyELuNIN_ ____-
y S B'W x 27hick
355
17+00 18+00 19+00 2000
? i
AO O N (m IN ?<- ILn
Vj Grp O N O 4D' N1 O r V colco 70ic ?O
m
co co C6
C.0 Q0 (0 co CIS r*- ?Io
co (o co "?Im M}? ?Im ?Ico ml h ?Ir r?

GRAPHIC SCALE
25 0 12.5 25 50 100
(IN FEET)
1 inch = 50 ft.
IMPACT TO
ZONE1
IMPACT TO
- ZONE2
? I
CROSS SECTION OF IMPACT & PROVISIONS FOR AQUATIC LIFE PASSAGE SCALE: 1" =10'
U SHOULDER & SHOULDER TREE PROTECTION FENCE
TREE PROTECTION FENCE 18' ASPHALT PAVEMENT TOP OF CUT SLOPE RIPRAP APRON MUST CONFORM (OUTSIDE OF CHANNEL)
(OUTSIDE OF CHANNEL) 72" CMP CULVERT (= OUTTER LIMITS OF TO EXISTING CHANNEL AT END
p IMPACT TO ZONE 1) OF APRON, SO THAT NO GRADING
DO NOT / l1 ? IS NEEDED BEYOND THE APRON.
DISTURB i GRASSED 2:1 SIDE SLOPE DO NOT
DISTURB
BEYOND
EMBEDDED DEPTH =1' - - - BEYOND
FENCE. 358.55 FENCE.
358.05
357.55 r- n n
357.05 O O
EXISTING BOTTOM OF CREEK RIPRAP CHANNEL LINT ?G
1 20' , CULVERT LENGTH = 62' RIPRAP LENGTH = 48'
i TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH =131'
SUMMIT
Consulting Engineers
1000 Corporate Dr., Suite 101
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summit-engineer.com
........ rr
,0 Cwo
[SS AN?
SEAL
154,56
COPYRIGHT (D 2005 ?
SUMMIT CONSULTING
ENGINEERS
CRAVtING ALTERATION
IT I5 A V aATION OF LAN' FOR AN' P- SON.
LNL-SS ACTING UN-R T E OG-,,ON 0=
LICBN_ DAPCHIiE_L-O-B-_Ng
EER. LANCGCAARGH,LT
I- GR
SllRVEYORTOALTER ANY ITEMON
THIS OOONMENT IN ANY WAY. ANY LICER.SEE
WHO ALTERS THIS DOCUA1;.NT IS P,OUIRED
BY LAW TO AFFIX HIS OR HER SEAL ANO THE
NOTATION 'ALTERED BV' FOLl- PY Nl?
OR NER SIGNATURE AN- SoELIFIC
ASCRIPTION OF THE ALTERATIONS /
PROJECT ENGINEER
JWP
PROJECT MANAGER
EAC
DRAWN BY
EAC
SCALE FIRST ISSUE DATE
NA 02/09/2006
STERLING CREEK SUBDIVISION PHASE II
HWY 96, BRASSFIELD TWP.,
GRANVILLE CO., NORTH CAROLINA
IMPACT PLANS & PROFILES
PROJECT NO.:
05-069
DRAWING NAME:
05-069-SI.DWG
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SUMMIT,
Consulting Engineers
1000 Corporate Dr., Suite 101
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summit-engineer.com
COPYRIGHT © 2005
SUNIMIT CONSULTING
ENGINEERS
DRAWING ALTERATION
IT IS A VIOLATION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHITECT. OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
BY LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION 'ALTERED 8Y-LOWED BY HIS
GR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF 7HE ALiERAtIONS.
PROJECT ENGINEER
JWP
PROJECT MANAGER
EAC
[DRAWN BY
AC
CALE FIRST ISSUE DATE
"=1MILE 02/0912006
6
5
4
31
21
1
REVISIONS DATE BY
STERLING CREEK SUBDIVISION PHASE II
HWY 96, BRASSFIELD TWP.,
GRANVILLE CO., NORTH CAROLINA
VICINITY MAP
PROJECT NO.:
05-069
DRAWING NAME:
05-069-SI.DWG
SHEET1 OF5
USGS MAP:(SCALE: 1"=10001)
ncccnCXTI`c.
http://www.topozone.com/map.asp?lat=36.14194&lon=-78.57694
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NRCS MAP: (SCALE: I" = 1000')
DUCUDEXTI'L7.
SUMMIT,
Consulting Engineers
1000 Corporate Dr., Suite 101
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summit-engineer.com
COPYRIGHT © 2005
SUMMIT CONSULTING
ENGINEERS
DRAWTNGALTERITION
ITISAVlq TION OF LAW FOR ANY PERSON.
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT. PROFESSIONAL
ENGINEER. LANDSCAPEARCHITECT, OR
LM O SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY ANY LICENSEE
WHO ALTERS THIS DOCUMENT IS REQUIRED
8V LAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION'ALTERED Sr FOLLOWED BY HIS
OR HER SIGNATURE AND BPEGFIC
DESCRIPTION OF THE ALTERATIONS.
PROJECT ENGINEER
JWP
PROJECT MANAGER
EAC
RAWN BY
EAC
SCALE FIRST ISSUE DATE
1-1000' 02/0912006
6
5
4
3
2
1
0
REVISIONS DATE JBYY
STERLING CREEK SUBDIVISION PHASE II
HWY 96, BRASSFIELD TWP.,
GRANVILLE CO., NORTH CAROLINA
USGS MAP / MRCS MAP
PROJECT NO.:
05-069
DRAWING NAME:
05-069-SI.DWG
SHEET 2 OF 5
http:/hvebsoilsurvey.nres.usda.gov/app/NVebSoilSurN,ey.aspx
SITE DATA: STREET CONSTRUCTION DATA:
PIN: 1836-00-16-5291 TURQUOISE LANE: LENGTH= 2,037'; 18' PAVEMENT WIDTH
AVALONY COURT: LENGTH =1,375'; 18' PAVEMENT WIDTH
1836-00-05-2440 JADE LANE: LENGTH = 302' (RIGHT-OF-WAY DEDICATION ONLY.
TOTAL AREA: 60.56 ACRES THIS ROAD WILL NOT BE CONSTRUCTED BY THE DEVELOPER, BUT
AREA IN NEW STREET: 1.48 ACRES MAY BE CONSTRUCTED BY OTHERS IN THE FUTURE, IF NEEDED FOR
AREA IN NEW RIGHT OF WAY: 4.35 ACRES CONNECTIVITY.)
AREA IN LOTS: 55.90 ACRES TOTAL LENGTH IN ROADS: 3,412' (EXCLUDING ROAD 3)
PROPOSED LOTS: 43 STREET CONSTRUCTION IN ACCORDANCE WITH NCDOT.
AVERAGE LOT SIZE: 1.30 ACRES ALL ROADS TO BE 50' PUBLIC RIGHT OF WAYS.
OPEN SPACE: 0.31 ACRES ALL PROPOSED ROADS TO BE MAINTAINED BY DEVELOPER UNTIL
ACCEPTED BY NCDOT.
IMPERVIOUS DATA:
TOTAL AREA: 60.56 ACRES
PRE-DEVELOPMENT:
TOTAL EXISTING IMPERVIOUS AREA: 0
PERCENTAGE OF IMPERVIOUSNESS: 00,0
POST- DEVELOMENT:
TOTAL IMPERVIOUS AREA IN PROPOSED ROADS: 1.41 ACRE (61,416SF)
TOTAL IMPERVIOUS AREA IN PROPOSED LOTS: 2.47 ACRES (107,500 SF)
(ASSUMING 2500SF OF IMPERVIOUS AREA PER LOT)
TOTAL IMPERVIOUS AREA: 3.88 ACRES
PERCENTAGE OF IMPERVIOUSNESS: 6.4000
SUBDIVISION DATA:
ZONING: AR-40
CURRENT USE: VACANT
PROPOSED USE: SINGLE FAMILY RESIDENTIAL
MINIMUM LOT AREA: 40,000 SF (0.92 AC.)
MAXIMUM HEIGHT: 35'
FIRM MAP NO.: 37077CO200 C, DATED 9128190
INSIDE TAR-PAMLICO RIVER BASIN
NOT IN A GRANVILLE COUNTY WATERSHED
Q(10)= 9.424 ?cfs?
Pipe Size (in)= 24" Slope= 1.00% Rip Rap Apron: CLASS B (6" DIAM.)
HW/D 0.84 V(1 0)= 9.5 _.12
fps Size (LxWXD)- 12'x6'x18"
STREAMS AND WETLANDS IMPACTS TABLE
STREAM BUFFER
STREAM MEANDER DISTURBANCES: WETLANDS
IMPACT #: STREAM TYPE: LENGTH: ZONE 1 ZONE 2 DISTURBANCES: CONSTRUCTION:
1 PERENNIAL STREAM 130 LF 4,810 SF 2,560 SF 1,950 SF ROAD(CULVERTIRIPRAP
NOTE: STREAMS AND WETLANDS PER SURVEY BY ACCULINE SURVEYING
NOTE:
THE CONTRACTOR MUST LIMIT STREAM DISTURBANCE AND EMBED STREAM CULVERTS ACCORDING TO THESE PLANS. IF STREAMS
ARE IMPACTED BEYOND WHAT IS SHOWN, THEN THE PROJECT MAY BE SUBJECT TO BIG N11TIGATION FEES FROM NCDWQ AND/OR
USACE.
THE SPECIFIED CULVERTS MUST BE EMBEDDED BELOW THE STREAM CHANNEL, TO ALLOW AQUATIC LIFE PASSAGE.
MIN. EMBEDDED DEPTHS ARE AS FOLLOWS:
CULVERT DIAMETER: 18" OR LESS 24" 30" 36" 42" 48" 54" OR MORE
MIN. EMBEDDED DEPTH: 0.3' 0.4' 0.5' 0.6' 0.7' 0.8' 1.0'
TYPICAL SECTION FOR RESIDENTIAL COLLECTOR ROAD
50' RIGHT OF WAY
U-0" 18'-0" PAVEMENT 6'-0" 5'-0"
SHOULDER 2„12 ---,\ SHOULDER DITCH
114' (FT 1/4' /FT
1" PER FT. 1" PER FT.
8" ABC 3' 1 21
2.1
NCDWQ REQUIREMENTS: IMPACTS AT STREAM CROSSINGS c&
PROVISIONS FOR AQUATIC LIFE PASSAGE
Pipe Size (in) 72" Slope= 0.81%' Rip Rap Apron: CLASS 1(13" DIAM.)
HW/D 0.7 V7.4 'fps Size (LxWXD)= 48'x18'x24"
Level Spreader#1 Level Spreader#2 Level Spreader#3
Drainage Area-- 3.83 Drainage Area=' 0.19 Drainage Area= 1.90

Tc=
5
Tc= . ....... _.... .....
5
TC=
5'
110=
-. 7.5
_ 110=
_...... .._ 7.5 110= 7.5
C=
__ W -- 0.35 _C= 0.75 C= 0.35
Q10= 10.05375 Q1 0= 1.06875 _
Q10=! 4.9875
Min Req Length (13'x Q10) Mtn Req Length= (13'x 010) Min Req Length (13'x 010)
130.70 13.89 64.84
TREE PROTECTION FENCE
(OUTSIDE OF CHANNEL)
DO NOT
DISTURB
BEYOND
FENCE.
EMBEDDED DEPTH
(SEE NOTE FOR DETAILS)
NOT TO SCALE.
SEE PLANS FOR ADDITIONAL INFORMATION.
20' , CULVERT LENGTH
TREE PROTECTION FENCE
(OUTSIDE OF CHANNEL)
RIPRAP APRON MUST CONFORNI
TO EXISTING CHANNEL AT END
OF APRON, SO THAT NO GRADING
IS NEEDED BEYOND THE APRON. DO NOT
DISTURB
RIPRAP APRON BEYOND

cr FENCE.
RIPRAP LENGTH 11'
TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH
!Q ?//, COPYRIGHT © 2005 PROJECT ENGINEER 6 PROJECT NO.:
o?...,?....?It, SUMN11TCONSULTING JwP 5 STERLING CREEK SUBDIVISION PHASE II 05_069
SUM M IT9 - EYGNEERS PROJECT MANAGER
EAG a HWY 96, BRASSFIELD TWP.,
DRAWING ALTERATION
JI) Z? ?
SEAL = IT IS A VIOLATION OF LAW FOR ANY PERSON. 3 GRANVILLE CO., NORTH CAROLINA
Consulting Engineers ?4 .6 - ?CENSEDARCNTECTPROFESSONUNOF 2 DRAWING NAME:
ENGINEER. LANDSCAPE ARCHITECT. OR
LANGSLIRVEYGNTGA TFRANYITF4GN 05-0 9SI.DWG
1000 Corporate Dr., Suite 101 D DDMENTINANYWAYANYLICENSE: DRAWN BY 1
THIS
Hillsborough, NG27276-855, BY LAW TERS THIS ON HE IS EL FANO THE
ANDTHE EAC SITE PLAN /IMPACT SUMMARY
TO FIX HIS Voice: 732-3883 Fax: [phone] j BY1 V . NOTATION *ALTERED 9Y FOLLO'WE'D fiY HIS SHEET 3 OF 5
(919) (919) SCALE FIRST ISSUE DATE D
www.summit-engineer.com EE CRIPTIONOFTHEAALLTEERATIONS NA 0210912006 ? REVISIONS DATE BY
SITE PLAN STREAMS AND WETLANDS IMPACTS TABLE

TAR PAMLICO 1
WATERSHED BUFFER
(50' ON BOTH SIDE OF
PERENNIAL AND
INTERMITTENT j
STREAMS)
UNSUITABLE
ON-SITE
SEPTIC SOILS

I
I
I
I)
M PACT #1 - ROAD
SEE ADJACENT DETAIL &
IMPACT SHEET (#5 OF 5)
ZONE 2 BUFFER LIMIT
rZONE 1 BUFFER LIMIT
-PERENNIAL STREAM CL
=ZONE 1 BUFFER LIMIT
OZONE 2 BUFFER LIMIT
GRAPHIC SCALE
150 0 75 150 300 600
in, In
(IN FEET)
I inch = 300 ft.
STREAM BUFFER
STREAM MEANDER DISTURBANCES: WETLANDS
IMPACT #: STREAM TYPE: LENGTH: ZONE 1 ZONE 2 DISTURBANCES: CONSTRUCTION:
1 PERENNIAL STREAM 130 LF 4,810 SF 2,560 SF 1,950 SF ROADICULVERT/RIPRAP
NOTE: STREAMS AND WETLANDS PER SURVEY BY ACCULINE SU

r
1
r
t
t
f
r
r
r
r
r
r
f
i
r
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t 1
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t 1
t t
t
t
i i
i
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rrr v? A?\\ 'f t f i 7 it v A\ vti it j
it 1 J A ?t ?v `v ` A ?`t it ?t
t I ?' 1 ?\ \ \ \ \ ? 1
GRAPHIC SCALE
50 0 25 50 100 200
I t t t A
' (IN FEET)
I inch = 100 ft.
C
11 COPYRIGHT ©2005 PROJECT ENGINEER
STERLING CREEK SUBDIVISION PHASE II PROJECT NO.:
SUMMIT CONSULTING JWP 5 5
'/ ?'.
ENGINEERS PROJECT MANAGER HWY 96, BRASSFIELD TWP., 05-069
SUMMIT = 4 77 DRAWING ALTERATION EAC
SEAL - IT IS A VIOLATION OF LAW FOR ANY PERSON, 3 GRANVILLE CO., NORTH CAROLINA
Consulting Engineers = UNLESS ACTING UNDER THE DIRECTION OF DRAWING NAME:
LICENSEDARCHITECT,PROFESSIONAL
- J/4, 6ENGINEER, LANDSCAPE ARCHITECT, O 2
^ LAND SURVEYOR TO ALTER ANY ITEM ON 05-069-SI.DWG
1000 Corporate Dr., Suite 101 G DOCUJENTIN ANYWAY ANYLICIE SEE DRAWN BY 1
j WHO ALTERS THIS DOCUMENT IS RECUIREO EAC
Hillsborough, NC 27278-8551 EY LAW TO AFFIX MS OR HER SEAL AND THE
Voice: [phone] Fax: [phone] .. (`?oE.ERS1.-TUF1ANDSSPECIR Y"IS SCALE FIRST ISSUE DATE SITE PLAN I IMPACT SUMMARY SHEET 4 OF 5
www.summit-engineer.com DESCRIPTIONOFTHEALTERATIGNS NA 02/09/2006 REVISIONS DATE BY
?
3561-
\ ? ti
?0 Fy0
?r
v 0
\ \ \ ? 1CO ??- -
'LEVEL \ 2
SPREADER #1'
366.
50'TAR PAMLICO'RIVER \
RIPARIAN IBU FER \ \ \ \`
-EACH SIDE Or STREAM-,,
A I f
k T\ 79 I '? i
1 0 ??y ?? 1 1 ` I r
l?
LEVEL
SPREAD #2
?
I
X t ? 1 s I
CLASS I RIPRAP \ \ \ \ \` P!PE #3
CHANNEL LINI q vv vV ?A , i 62,LF?DF72"CMP9,0.81 '
481 x 18'W x 24" Tfi`j6(9 \ \ \ \ \ 1 \ tl ' INV OU 35357 50
NOTE TAP.FR END OF RIP RQP APRON ` ? ` 1
TO MATCH ERISTIN-0 STREAMWIDTH\ \
\
PIPE #2 \
L_F OF_24° RCPOL? CMP @ \
INV I = 363.5 \
INV 0 = 363.0 \
RIPRAP RON: _
CLASS B;1 "L z 6'W z 1 B-T \
I
Ir , , _ . Axo ?,j

GRAPHIC SCALE
'5 0 12.5 25 50 10
1114 6AMP4
(IN FEET)
I inch = 50 ft.
IMPACT TO
ZONE1
IMPACT TO
ZONE2
x
LEVEL SPREADER #3
?f ATII? I? ?? ? ? ?I I, I 'I
/ I I
\ ? ??? ??/ ? pc' ? I ? ?+ I I 1 I I
t
\ \ \ \\ 1 y I I ? I I
o, i \? \ \ I` ? I 1 I
\ \ vex `\ \ 0S
\ \ °s9?\ ` \ I ? i i i`
v ` v? ? ?? 11 I i i 1

DENR 'r, Ott < QUALITY
I'? ETlrU1DSF' D ^ C ?; ;TER ERAtiCH
EXISTING

315 1 STREAM CL

310 I?OA i.._
I I I j -C?N? E

I?
? ? ?_
I
-? I
? i I
-I
i ?
?
• I
I I
I ?
I
i
?
365 PI
I _
_
E 02 -
-... _ ?_ ?- -
-
- _
III I
I
1 I
_0 CMP_ -I.00°/?, - 4-
IN INS=363. ( ( I ? ?

-
N
-OUT- 363.0-'-
I

V -
- -
-
OF RI RA?Ih PACT?O ZONE I Z_8
360
I
( I G?
$IEDISL?PE
_ PIPE-#3 i ? - - I!-
- i 358.55
58
5
i 62LF OF 72" CMP
NV IN'=3575 @ 0.81,% j
--
- I-
- 3
1
_ s
L Nv-o?T-35T.d5 I_I
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1
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TING STREI?M
_
I
-
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PCH6 E LINING

-
3551 3 3 L 3
I 48'0x 1 'W?x2'Thick 3 I
-? 17
-f_)II 00 - - -? I 18 00 I
Hl I - 19 00 I --?-
l-III 20
_ 00-?-
-I I I I_ ?-
-?
!.I I
I I I I C
?
1 I
I? IIII i l l l I _
II _
_
I I I I I i l -
_
?l 1 1 II -

I CROSS SECTION OF IMPACT & PROVISIONS FOR AQUATIC LIFE PASSAGE SCALE: 1" =10'
DO NOT
DISTURB i
BEYOND
FENCE.
358.55.
EXISTING BOTTOM OF CREEK
TOP OF CUT SLOPE -
72" CMP CULVERT (= CUTTER LIMITS OF
IMPACT TO ZONE 1)
GRASSED 2:1 SIDE SLOPE
\ 358.05
357.05
MEANDER DISTURBANCE LENGTH =131'
RIPRAP APRON MUST CONFORM -
TO EXISTING CHANNEL AT END
OF APRON, SO THAT NO GRADING
IS NEEDED BEYOND THE APRON.
RIPRAP CHANNEL LINING
RIPRAP LENGTH = 48'
TREE PROTECTION FENCE
(OUTSIDE OF CHANNEL)
DO NOT
DISTURB
BEYOND
FENCE.
EMBEDDED DEPTH =1'
CULVERT LENGTH = 62'
TOTAL
SUMMIT,
Consulting Engineers
1000 Corporate Dr., Suite 101
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summit-engineer.com
TREE PROTECTION FENCE
(OUTSIDE OF CHANNEL)
C-' 1 Ln456
TISAVOuION OF LAW FOR ANY PERSON.
SEAL =
LICENSED ARCHITECT. PFOFESSIONu
WHO ALTERS THIS DOCUMENT IS RFOUIRED
By LAW TO AFFIX HIS OR HER SEAL AND THE
g
rh , __..,,Tt
COPYRIGHT ©2005
iUMMIT CONSULTING
ENGINEERS
DRAWING ALTERATION
uraFSS Aawc UNDER THE DIRECTION Cf
ENGINEER, LANDSCAPE AFC.ITEC'. OR
LAND SURVEYOR i0 P1TER ANY ITEM ON
THIS DOCUMENT IN ANY wAY. ANY LICENSEE
'n-1+-Gi"A(-E:FF p'r---a.'04'ZD BY MS
C 4 'ER IS iNA fuRE ANO .'E :IFIL"
C E>CRIR1 ON DF THE P11; RA IION?
6'SHOULDER 6'SHOULDER
18' ASPHALT PAVEMENT
PROJECT ENGINEER
JWP
PROJECT MANAGER
EAC
DRAWN BY
EAC
Nn
s-ALE FIRST iS-'LjE -ATE
NA 02.091200d
6
5i
4

? REVISIONS DATE BYE
STERLING CREEK SUBDIVISION PHASE II
HWY 96, BRASSFIELD TWP.,
GRANVILLE CO., NORTH CAROLINA
IMPACT PLANS & PROFILES
PROJECT NO.:
05-069
105-069-SI.DWG
SHEET 5 OF 5
SITE DATA: STREET CONSTRUCTION DATA:
PIN: 1836-00-16-5291 TURQUOISE LANE: LENGTH = 2,037'; 18' PAVEMENT WIDTH
AVALONY COURT: LENGTH = 1,375'; 18' PAVEMENT WIDTH
1836-00-05-2440 JADE LANE: LENGTH = 302' (RIGHT-OF-WAY DEDICATION ONLY.
TOTAL AREA: 60.56 ACRES THIS ROAD WILL NOT BE CONSTRUCTED BY THE DEVELOPER, BUT
AREA IN NEW STREET: 1.48 ACRES MAY BE CONSTRUCTED BY OTHERS IN THE FUTURE, IF NEEDED FOR
AREA IN NEW RIGHT OF WAY: 4.35 ACRES CONNECTIVITY.)
AREA IN LOTS: 55.90 ACRES TOTAL LENGTH IN ROADS: 3,412' (EXCLUDING ROAD 3)
PROPOSED LOTS: 43 STREET CONSTRUCTION IN ACCORDANCE WITH NCDOT.
AVERAGE LOT SIZE: 1.30 ACRES ALL ROADS TO BE 50' PUBLIC RIGHT OF WAYS.
OPEN SPACE: 0.31 ACRES ALL PROPOSED ROADS TO BE MAINTAINED BY DEVELOPER UNTIL
ACCEPTED BY NCDOT.
IMPERVIOUS DATA:
TOTAL AREA:. 60.56 ACRES SUBDIVISION DATA:
PRE-DEVELOPMENT: ZONING: AR-40
TOTAL EXISTING IMPERVIOUS AREA: 0 CURRENT USE: VACANT
PERCENTAGE OF IMPERVIOUSNESS: 0% PROPOSED USE: SINGLE FAMILY RESIDENTIAL
POST-DEVELOMENT: MINIMUM LOT AREA: 40,000 SF (0.92 AC.)
TOTAL IMPERVIOUS AREA IN PROPOSED ROADS: 1.41 ACRE (61,416SF) MAXIMUM HEIGHT: 35'
TOTAL IMPERVIOUS AREA IN PROPOSED LOTS: 2.47 ACRES (107,500 SF) FIRM MAP NO.: 37077CO200 C, DATED 9128190
INSIDE TAR-PAMLICO RIVER BASIN
(ASSUMING 2500SF OF IMPERVIOUS AREA PER LOT) NOT IN A GRANVILLE COUNTY WATERSHED
TOTAL IMPERVIOUS AREA: 3.88 ACRES
PERCENTAGE OF IMPERVIOUSNESS: 6.400,6
PIPES # 2
C= 0.35 L= 1107 If
?I(25)= H= 48, feet I(10)=
--
A-- 3.59tc= 5.774 min 1(50)=
Q(25)= 10.68 cfs
5.7 0(10)= 95.08 cfs
7.2 Q(50)= 120.1 cfs
Pipe Size (in)= 24" Slope= 1.00% Rip Rap Apron: CLASS B (6" DIAM.)
- __- -_
HW/D= 0.84_ V(10)= 9.5 fps Size (LxWXD)= 12'x6'x18"
7.5 Q(10) 9.424 cfs
9.25 Q(50) 11.62 cfs
PIPES # 3
Pipe Size (in)= 72" Slope= 0.81% Rip Rap Apron: CLASS 1 (13" DIAM.)
MID= 0.7 V(10)= 7.4 fps Size (LxWXD)= 48'xl8'x24"
Level Spreader#1
Drainage Area= 3.83
..........
TC=
5
110= 7.5
C= 0.35
Q10= 10.05375
Min Req Length= (13' x Q10)?
130.70
Q10= 1.06875
Min Req Length= (13'x Q10)
13.89
Level Spreader #3
Drainage Area= 1.90
Tc 5
110_ _ 7.5
C= 0.35
Q10= 4.9875
Min Req Length= (13'x Q10)?
64.84
STREAMS AND WETLANDS IMPACTS TABLE
STREAM BUFFER
STREAM MEANDER DISTURBANCES: WETLANDS
IMPACT: STREAM TYPE: LENGTH: ZONE 1 ZONE 2 DISTURBANCES: CONSTRUCTION:
1 PERENNIAL STREAM 130 LF 4,810 SF 2,560 SF 1,950 SF ROAD/CULVERTIRIPRAP
NOTE: STREAMS AND WETLANDS PER SURVEY BY ACCULINE SURVEYING
NOTE:
THE CONTRACTOR MUST LIMIT STREAM DISTURBANCE AND EMBED STREAM CULVERTS ACCORDING TO THESE PLANS. IF STREAMS
ARE IMPACTED BEYOND WHAT IS SHOWN, THEN THE PROJECT MAY BE SUBJECT TO BIG MITIGATION FEES FROM NCDWQ AND/OR
UPACE.
THE SPECIFIED CULVERTS MUST BE EMBEDDED BELOW THE STREAM CHANNEL, TO ALLOW AQUATIC LIFE PASSAGE.
MIN. EMBEDDED DEPTHS ARE AS FOLLOWS:
CULVERT DIAMETER: 18" OR LESS 24" 30" 36" 42" 48" 54" OR MORE
MIN. EMBEDDED DEPTH: 0.3' 0.4' 05 0.6' 0.7' 0.8' 1.0'
TYPICAL SECTION FOR RESIDENTIAL COLLECTOR ROAD
50' RIGHT OF WAY
6'-0" 18'-0" PAVEMENT 6'-0"
SHOULDER 2" 1-2 SHOULDER DITCH
1/4' /FT 1!4' /FT
1N PER FT. 1" PER FT.
8" ABC 31 2i
NCDWQ REQUIREMENTS: IMPACTS AT STREAM CROSSINGS &
PROVISIONS FOR AQUATIC LIFE PASSAGE
TREE PROTECTION FENCE TREE PROTECTION FENCE
(OUTSIDE OF CHANNEL) (OUTSIDE OF CHANNEL)
RIPRAP APRON MUST CONFORM
DO NOT TO EXISTING CHANNEL AT END
DISTURB OF APRON, SO THAT NO GRADING
BEYOND EMBEDDED DEPTH IS NEEDED BEYOND THE APRON. DO NOT
FENCE sEE NOTE FOR oET iLSI DISTURB
RIPRAPAPRON BEYOND
FENCE.
NOT TO SCALE.
SEE PLANS FOR ADDITIONAL INFORMATION.
20' CULVERT LENGTH RIPRAP LENGTH 1'
TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH
`",,....,,,,
"` CAR //? COPYRIGHT ©2005 PROJECT ENGINEER 6 STERLING CREEK SUBDIVISION PHASE II PROJECTNO.:
?? • ??/ SUMMIT CONSULTING JWP 5
/ J SUMMIT ENGINEERS PROJECT MANAGER
DEAWNC ALTERATION EAG 4 HWY 96, BRASSFIELD TWP., 05'069
- SEAL = ITISAVIoLATIONOFLAWFORANYRE=SCN, 3 GRANVILLE CO., NORTH CAROLINA
UNLESS ACTING UNDER THE DIRECTION OF DRAWING NAME:
Consulting Engineers ?? C - LICENSED ARCHITECT. PROFESSIONAL 2
^U (((?C??? ENGINEEI. LANOSGARE ARCHITECT, SR
•.• / ,\
1000 Corporate Dr., Suite 101 LAND SURVEYOR TO ALTER ANY ITEU CNNSEE DRAWN BY LITE 05-069-5 LDWG
oiceor919) 32 27278-855, A? By THIS WHOAL7ERSTHI THIS ;N Da ANY WAY ENTIS ANY LICE REQDIR 1
y BY LAW TO AFFIX S HE?SEAL AND TIE
Voice: 732-3883 Fax: [phone] ' S .DTATICN 4TEREDEYF«LDWED9YN.: 0
( (919) SCALE FIRST ISSUE DATE
EAG P LAN I IMPACT SUMMARY SHEET 3 OF 5
wwwsummit-engineer.com °EE?aR o'?o°:?EUTE?n NA 0210912006 REVISIONS DATE BY
Level Spreader #2
Drainage Area= 0.19
Tc= 5
_ 110= 7.5
C= 0.75
STREAMS AND WETLANDS IMPACTS TABLE
STREAM BUFFER
STREAM MEANDER DISTURBANCES: WETLANDS
IMPACT #: STREAM TYPE: LENGTH: ZONE 1 ZONE 2 DISTURBANCES: CONSTRUCTION:
1 PERENNIAL STREAM 130 LF 4,810 SF 2,560 SF 1,950 SF ROAD(CULVERTIRIPRAP
?r
'VOp?
I TAR PAMLICO
WATERSHED BUFFER
11 (50' ON BOTH SIDE OF
PERENNIALAND
INTERMITTENT]
II STREAMS)
'I II
II II
li'Il
I?
I` ? ?I I
111 h-?`? _-_ -
?I Ill ?.
I)
1 j ' I I
it f
II III
I I I I, ?
II ??
,I
>> ai
UNSUITABLE
ON-SITE
SEPTIC SOILS
M PACT #1 - ROAD
SEE ADJACENT DETAIL &
IMPACT SHEET (#5 OF 5)

\-ZONE 2 BUFFER LIMIT
rZONE 1 BUFFER LIMIT
PERENNIAL STREAM CL
'ZONE 1 BUFFER LIMIT
ZONE 2 BUFFER LIMIT
GRAPHIC SCALE
150 0 75 150 300 600
(IN FEET)
I inch= 300 ft.
NOTE: STREAMS AND WETLANDS PER SURVEY BY ACCULINE SURVEYING
IN,
02
?0
50;TAR FAINLICO I'/
y p RIPARIAN BUFF
F ti EACH SIDE OF TR
\ LASS I RIP RAP /
ANNEL LINING CB E n3
48 x 18'W x 24" Th I 6E 3 72"
` o
\ NOTE: PER END-IDF-RIP Al
MATCH NV IN- 357.55 RAP APR N TO MATCH INV 06T =.357.05
EXISTING REAM WIDTH t f I
PIPE -3?\
50 LF OF 24" RCP OR.C P`
@ 2.00°,0
INV IN `= 365.04
INV OUT = 364.04
IPRAP APRON: L
"x6'x18'
l
GRAPHIC SCALE
50 0 25 50 100 200
%
`
?.
r
(N FEET)
I inch= 100ft.
\\\0X%' 11
' COPYRIGHT©?005 PROJECT ENGINEER 6 STERLING CREEK SUBDIVISION PHASE II PROJECT NO.:
. ?'• CARO % SUMMIT CONSULTING JWP / 5
??.9Z•y9 %i ENGINEERS PROJECT MANAGER 4 HWY 96, BRASSFIELD TWP., 05-069
SUMMIT _ - DRAWING ALTERATION EAC
- SEAL - ITSAVOLATIO?CFLAWFORAN.PE=.SON. 3 GRANVILLE CO., NORTH CAROLINA
Urv ESSACT:NGUNOERTHEOIRECTICNOF DRAWING NAME:
Consulting Engineers - - LICENSEDARCHITECT, PROIFESSIONU-
1 4 ENGINEER. LANDSCAPE ARCHITECT. OR 2
LAND SURVEYOR TO ALTER ANY ITEMON DRAWN BY 05-069-SLDWG
1000orate Dr., Suite 51 THIS DOCUMENT IN ANY WAY, ANY LICENSEE
Hillsborough, NC 27278-8551 WHO Al TO AFFIX HIS O HENTEREOAND DTHE EAC ' SITE PLAN I IMPACT SUMMARY
BY LAW i AFFIX HIS OR HER S WED By THE 0
Vwww.sumlmit-eng neer.comax: [phone] .` ORHERPSIG?? p ??P BYHIS ??ALE FIR0210ISSUE 912006 DATE REVISIONS DATE BY SHEET 4 OF 5
-- A
,k
i
9
- 356- T2 I
k
EXISTING /.
i7
\? 2 o
O ° I 375 STREAM CL
oy? 1 LEVEL
SPREAD R #2
'LEVEL 375
SPREADER #1 ,, ?? • / -....... j?1
/?/ \ P
50' TAR PAMLICO'RIIVER --
RIPARIAN BUFFER
EACH SIDE OF STREAM' ``. ? ? I ? / --?- - ------- ------- L___._.
365, PIPE #2 ( - - - - ----
#3 r I --- ---?
/? -- -
CLASSIRIPRAP? PTE OR Ch4P
CHANNEL LINING `. 62 LF OF 72 CMP Cu, 0.81
481 x18Wx24"Th i INVIN?--357.55 I0IN=3635
v I - -- TNV OUT-- 303 0 --... 1_ - - -
INV OUT = 357.05
NOTE: TAPER END OF RIP RAP APRON Y
TO MATCH EXISTING STREAM',NIDTH' 1 C ?t,', V
is
PIPE #3 360 1 2 ?r SSE
EL SPREADER n3 II
LF OF 24'RCP-0R CMP
- - -- -- _ 1 --- - PIPE-43 u»3 i--
1. D, A
ID 358.55 ? I
?? / f 1 T { 62 LF OF 72' CMP @ 0.81'/'.
INV I = 363.5 __-358.05 - -- - - -I- - INV NV U?357.56
INV 0 - 363 0?a 0 -357,05'-
RIPRAP RDN;_ BOTTOM OF EXISTING STREAM `? LINING
! _ s _ -_RIP_RAP CHANNEL .__ - ._ . -.- -- _ ..... _.l
CLASS B:.1 "L x 6'Wz-18"T
355-- I j 48 Lx1'wz27hick I
;m 17+00 18+00 19+00 20'00
L0 CD
CNJ co 1 Co
"It .1m
(p.oJ
CD CD ?Ico N CD 0Ir,? co ?O
?z C-0
GRAPHIC SCALE CROSS SECTION OF IMPACT & PROVISIONS FOR AQUATIC LIFE PASSAGE SCALE: 1" =10'
25 0 12.5 25 50 100
TREE PROTECTION FENCE U SHOULDER 18'ASPHALT PAVEMENT U SHOULDER TOP OF CUT SLOPE RIPRAP APRON MUST CONFORM TREE PROTECTION FENCE
(IN FEET) (OUTSIDE OF CHANNEL) 72" CMP CULVERT (= OUTTER LIMITS OF TO EXISTING CHANNEL AT END (OUTSIDE OF CHANNEL)
I inch = 50 ft. IMPACT TO ZONE 1) OF APRON, SO THAT NO GRADING
DO NOT 21 ? IS NEEDED BEYOND THE APRON.
DISTURB GRASSED 2:1 SIDE SLOPE D NOT
BEYOND DISTURB
EMBEDDED DEPTH =1' - - - BEYOND
IMPACT TO FENCE.
ZONE1 358.55 '15805 FENCE.
357.55 3 n
357.05
IMPACT TO 1 RIPRAP CHANNEL LINING O O
ZONE2 EXISTING BOTTOM OF CREEK u ?U
20' CULVERT LENGTH = 62' RIPRAP LENGTH = 48'
TOTAL STREAM CHANNEL MEANDER DISTURBANCE LENGTH =131'
SUBMIT'
Consulting Engineers
1000 Corporate Dr., Suite 101
Hillsborough, NO 27278-8551
Voice: [phone] Fax: [phone]
www.summit-engi neer.com
SEAL
154,56 ;
COPYRIGHT © 3005
SUNINIIT CONSULTING
ENGINEERS
CR-NS ALTERATION
17 IS A VIaATIDN O° L- FOR ANY REZON
UNLESS ACLNG U-CER TI.` DIRECTIoN d
LICENSED ARCHITECT, PRO-ESS•.CNI
ENGINEER, LAN:57ARE ARCHITECT, 0,0
LAND SURV_YOR TO ALTER ANY ITEM ON
1I'.5 ODCDNENT IN-KAY ANYLI_ENS--
_3 ALTERS T-S DOCWENT t5 REQUIRED
BY LAW To AIM H'S OR HER SEAL AND TIE
NOTATION •ALTEREC BY• FOLLONCO BY HIS
OR HER SIGIWIJRE ANC 5?E[IRIO
NDESC-T ION OF THE Al 7ERATIDN5 J
PROJECT ENGINEER
JVJP
PROJECT MANAGER
EAC
DRAWN BY
EAC
SCALE FIRST ISSUE DATE
NA 02109/2006
6
5
4
3
2
1
0
REVISIONS DATE JBY
STERLING CREEK SUBDIVISION PHASE
HWY 96, BRASSFIELD TWP.,
GRANVILLE CO., NORTH CAROLINA
IMPACT PLANS & PROFILES
PROJECT NO.:
05-069
DRAWING NAME:
05-069-SI.DWG
SHEET 5 OF 5
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SUMMIT,
Consulting Engineers
1000 Corporate Dr., Suite 101
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summit-engineer.com
COPYRIGHT © 2005
SUMMIT CONSULTING
ENGINEERS
DRAWING ALTERATION
IT IS AMCI- TION OF LAW FOR ANY PERSON,
UNLESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER, LANDSCAPE ARCHNECT, OR
LAND SURVEYOR TO ALTER ANY ITEM ON
THIS DOCUMENT IN ANY WAY. ANY LICENSEE
WHO ALI ERS THIS DOCUMENT IS REQUIRED
BYLAW TO AFFIX HIS OR HER SEAL ANDTNE
NOTATION'ALTEREDBY' FOLLOWED BY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS
PROJECT ENGINEER
JWP
PROJECT MANAGER
EAC
DRAWN BY
EAC
SCALE FIRST ISSUE DATE
1"=1MILE 02/09/2006
6
4
31
2'
11
0
REVISIONS DATE BY
STERLING CREEK SUBDIVISION PHASE II
HWY 96, BRASSFIELD TWP.,
GRANVILLE CO., NORTH CAROLINA
VICINITY MAP
PROJECT NO.:
05-069
DRAWING NAME:
05-069-SI.DWG
SHEET 1 OF 5

US GS MAP: (SCALE:1"=1000')
REFERENCE:
http:l/wwNv.topozone.com/map.asp?lat=36.14194&lon=-78.57694
f ?-
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NRCS MAP: (SCALE: 1" =1000')

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SUMMIT,
Consulting Engineers
1000 Corporate Dr., Suite 101
Hillsborough, NC 27278-8551
Voice: [phone] Fax: [phone]
www.summit-engineer.com
rCOPYRIGHT © 2005
SUMMIT CONSULTING
ENGINEERS
DRAWING ALTERATION
lT IS A VIOLATIONOF LAW FOR ANY PERSON,
MESS ACTING UNDER THE DIRECTION OF
LICENSED ARCHITECT, PROFESSIONAL
ENGINEER. LANDSCAPE ARCHITECT, OR
LAND SURVEYOR TO ALTER ANY ITEN ON
THIS DOCUMENT IN ANYWAY . ANY LICENSEE
WHOALTERS THIS DWWENT IS REQUIRED
BYLAW TO AFFIX HIS OR HER SEAL AND THE
NOTATION'ALTERED DY' FOLLOWED DY HIS
OR HER SIGNATURE AND SPECIFIC
DESCRIPTION OF THE ALTERATIONS
PROJECT ENGINEER
JWP
PROJECT MANAGER
EAC
EACWN BY
SCALE FIRST ISSUE DATE
1"=1000' 02109/2006
6
5
4
3
2
110 REVISIONS DATE BY
STERLING CREEK SUBDIVISION PHASE II
HWY 96, BRASSFIELD TWP.,
GRANVILLE CO., NORTH CAROLINA
USGS MAP 1 NRCS MAP
PROJECT NO.:
05-069
DRAWING NAME:
05-069-SI.DWG
SHEET 2 OF 5
http:/hvebsoilsun,ey.nres.usda.gov/app/WebSoliSurvey.aspx
Office Use Only: Form Version March 05
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: NW 14, GC3404
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
c?c??OW
1. Owner/Applicant Information
Name: GARY SHIPLEY (STERLING CREEK,)1 4 2006
Mailing Address: 1662 FERN HOLLOW DRIVE
DENR - WAT puwA>xa RRah1t H
FRANKLINTON NC 27525 %A=
-9 ST®
dt9s M
Telephone Number: 919-201-4027 Fax Number: 919-528-2357
E-mail Address: NA
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: SUMMIT CONSULTING ENGINEERS, PLLC
Company Affiliation: ENGINEERING CONSULTANT HIRED BY OWNER
Mailing Address: 1000 COPORATE DRIVE SUITE 101,
HILLSBOROUGH NC 27278
Telephone Number: 919-732-3883 Fax Number: 919-732-6676
E-mail Address: manu.castelasummit-engineer.com
Updated 11/1/2005
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: STERLING CREEK PHASE II
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 1836-00-16-5291 / 1836-00-05-2440
4. Location
County: GRANVILLE Nearest Town: WILTON
Subdivision name (include phase/lot number): STERLING CREEK, PHASE II
Directions to site (include road numbers/names, landmarks, etc.): TAKE NC 56 EITHER FROM
US1 IN FRANKLINTON (THEN HEAD WEST ON NC56), OR AT EXIT# 191 OF I-85 (THEN TAKE A
RIGHT ON NC 56 TO HEAD EAST FOR 8 TO 10 MILES). ONCE IN WILTON, TAKE NC 96 SOUTH
(LEFT ON NC96 IF COMING FROM FRANKLINTON, RIGHT IF COMING FROM I-85). TAKE A LEFT
ON OLD FRANKLINTON ROAD.(SR 1705). THE SITE IS LOCATED 3600 FEET ON THE LEFT.
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): 60.56 Ac
7. Name of nearest receiving body of water: FORD / FORK CREEK
8. River Basin: TAR-PAMLICO
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at htt2://h2o.enr.state.ne.us/admin/mapss/,.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Conditions on site: entirely wooded. Conditions in vicinity:
Rural residential, mostly wooded with "pockets" of recent developments.
attach a sheet that
ow
Updated 11/1/2005
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: Project
consists of approximately 35001f of 18' wide paved roadway construction (using bulldozers
dump trucks, compaction rollers, backhoe and/or excavator, motor grader, asphalt paver and
rollers). There are 4 storm drainage pipes crossing the proposed road, one of which is a
stream crossing.
11. Explain the purpose of the proposed work: Create public access to 43 lots created in the
subdivision and create future public access to adjacent properties.
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. This is a new project - there is no prior project history
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.
There will be no other stream crossings, wetlands impact or buffer impacts on this project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: There is one approximately 64
foot wide, 100 foot long stream buffer impact, one 130 foot long stream impact, and a small
impact to wetlands on the project. (There is only one impact site on this project).
Updated 11/1/2005
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
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
(yes/no) Distance to
Nearest
Stream
(linear feet Area of
Impact
(acres)
1 Road / Culvert / Riprap Forested No 0 0.045

Total Wetland Impact (acres) 0.045
3. List the total acreage (estimated) of all existing wetlands on the property: 2.3 Ac
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
1 Rd./Culvt./RipRap intermittent 15' 130 0.045

Total Stream Impact (by length and acreage) 130 0.045
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)

No Open Waters On site

Total Open Water Impact (acres)
Updated 11/1/2005
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): 0.045
Wetland Impact (acres): 0.045
Open Water Impact (acres): 0
Total Impact to Waters of the U.S. (acres) 0.045
Total Stream Impact (linear feet): 130
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation NO PONDS WILL BE CREATED AS PART OF THIS PROJECT.
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. The proposed impact was
unavoidable considerinia the configuration of the tract (impact is located at the entrance of the
property). Impact was minimized by using a stream crossing angle as close to 90° as possible.
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.
Updated 11/1/2005
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
httj2://h2o.enr.state.nc.us/ncwetlands/strrngide.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.
Perennial Stream impact < 150LF & Wetlands impact < lAc. Therefore no mitigation is
needed on this nroiect
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):
Updated 11/1/2005
Page 10 of 12
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
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 ?
Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* Impact Multiplier Required
(square feet) Mitigation
1 4,810 3 (2 for Catawba) 44-,430
2 2,560 1.5 -3-184A
Total 7,370 18,270
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. The total stream buffer impact is less than a
third of an acre (7,370sf / 43,560sf = 0.169 < 0.333). No mitigation is therefore required.
Updated 11/1/2005
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. There are no existing impervious areas on site.
Total proposed impervious area = 3.88 Ac (6.4% of total project area).
Level spreaders will be installed at the lower end of each ditch / drainage way in order to meet
the diffuse flow requirements per 15A NCAC 02B .0259 item (5).
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.
Individual Septic systems will be used.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description: This
project is a stand alone subdivision. No other stream crossings will be made on this project
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).
Y
ApplicJn Ag`nA Signature bate
(Agent's signatu e is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 12 of 12
E F= @ L-R D w F= P
MAR 2 7 2006
SUMMIT LETTER OF TRANSMITTAL
I?AI -1^d aT`tfi CIUTc:p TY
Y\\ 44=T1 l R'A,% 1,n teTG pip Consulting Engineers 1000 corporate Drive • suite 101 • Hillsborough, NC 27278
Telephone [phone] • Fax [phone]
TO Sam Aghimien
NCDENR - DWQ 401 Wetland Permit Division
2321 Crabtree Boulevard
Raleigh, NC 27604
[phone]
ATTN Sam Aahimien
WE ARE SENDING YOU
x Prints
? Copy of Letter
? Attached
? Reproducible
? Change Order
DATE 3-22-2006 PROD. NO. 05-069
RE: Sterling Creek Phase II - Stream Impacts
Preliminary Site Plan
? Under Separate Cover ? Transmitted Via
? Specifications ? Shop Drawings
COPIES DRAWING DATE DESCRIPTION
I Plan set 3-22-2006 Roadway Construction and Erosion Control plans
TRANSMITTED
For Approval x As Requested X For Your Use ? For Review and Comment
COMMENTS
Please find attached a copy of the Roadway Construction and Erosion Control plans for Sterling Creek
Phase II. Included in the set of plans is a Preliminary Site plan showing the size and square footage of
each lot.
If you have any further questions or comments please call me at: [phone], or email at:
alan. tcher summit-en ineer.com
Thank you.
Alan tcher
COPY TO
a IR4
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 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: 4 .? h i DL ?? /? - 1, w 6(X<-K Uc
Title: \10 A IJ Aq ? •u
Address:
Phone:
Signature:
Date:
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, (it/e% s 6?Z "_de_ 7 , a Notary Public for the State of NORTH CAROLINA, County of
Vi1jW do hereby certify that (4a" w l personally
appeared before me this day of 1i, and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements.
Witness my band and official seal,
SEAL
My commission expires ! 1 U
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 arately list impacts 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)
I Road / Culvert / Riprap Forested No 0 0.045

Total Wetland Impact (acres) 0.045
3. List the total acreage (estimated) of all existing wetlands on the property: 2.3 Ac
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
1 Rd./Culvt./RipRap Perennial 15' 130 0.045

Total Stream Impact (by length and acreage) 130 0.045
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)

No Open Waters On site

Total Open Water Impact (acres)
Updated 11/1/2005
Page 8 of 12
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DWQ# Q&' U2J?v Date - ?S • O Who Reviewed: Gtl EA.)
Plan Detail Incomplete
? 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. J1
? 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.
? 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 management practices as required by GC 150
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
hedS
? Please indicate all stormwater outfalls on the site plan. f e t -d 5P 1?e4_ W;rI45
? Please indicate the diffuse flow provision measures on the site plan. Z . ?.A?-' p' opt Q
? Please indicate whether or not the'proposed impacts already been conducted. [&*,( Avoidance and/or Minimization Not Provided "S t"5
? 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 the 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 diffuse flow through the buffer because
. Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to 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 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please 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 email to [e-mail] and CD.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements 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.
DWQ#
7 66 6 G Z So
Plan Detail Incomplete
Date 2' 2 Who Reviewed:
? 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, -T4 ',5
/?, Please indicate proposed lot layout as overlays on the site plan. r! " P: i`-t-- ( 3 $O ZT" !l a l? " ?C??(
? 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 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 management practices as required by GC
Please specify the percent of project imperviousness area based on the estimated built-out conditions. (Ztv1?J : o.( moo.
? Please indicate all stormwater outfalls on the site plan, 1 nC ? e e" C av 5 '4 f ' `>>? ?' a5 S
Q-ft--
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided 5 rv.u?
5V'a' P - R-e- " '. 4s. t3 2 50 Lx's QCf or cf, ,P-
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
. Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as
. Please revise the plans to minimize the impacts.
can be moved or reconfigured to avoid the impacts to the
can be moved or reconfigured to minimize the impacts to the
? 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 entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to 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 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please 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. Q
? Please submit electronic CAD files showing via email to ian.mcmillan@ncmail,net and Cl).
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements 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 aushorize this project. G
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PRELIMINARY PLAT 2 .fir Man. i ' Z
ROADWAY PLANlPROFILE -TURQUOISE LANE 3-4 ~ ~ ~ .......,SITE...,. ~ ~ m
ROADWAY PLAN/PROFILE - AVALONY COURT 4-5 ~ ; r^."" ~ Q Z
EROSION CONTROL PLAN 6 a J U 0 r U
EROSION CONTROL DETAILS 7 r i to s ~ e e~ ~4y.. T ~ W
ROADWAY DETAILS 8 i F- ~ ~ 6 "v'h a R+r; Q O
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GENERAL NOTES: ' SEA _ L -
` 154 6
;~r• ~
1, CONSTRUCTION ON THIS PROJECT SHALL BE IN ACCORDANCE WITH GRANVILLE COUNTY ,.l..• ~
AND NORTH CAROLINA STANDARDS, P P~
2. THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED FINISHED PAVEMENT,
GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING, AND AT STRUCTURES AS
DIRECTED BY THE ENGINEER IN ORDER TO PROVIDE A PROPER TIE-IN.
3, UNDERGROUND UTILITIES MAY EXIST ON, ALONG OR WITHIN CONFLICT OF THIS PROJECT, THE 0
CONTRACTOR IS RESPONSIBLE FOR CONTACTING NC-ONE-CALL OR THE APPROPRIATE UTILITY
COMPANIES PRIOR TO ANY EXCAVATION. THE CONTRACTOR MUST FIELD VERIFY ALL EXISTING ~ ~ N
C M f~
UTILITIES PRIOR TO CONSTRUCTION. IN CASE OF CONFLICT, NOTIFY ENGINEERAND DO NOT C O
CONSTRUCT. ' W r' ~ ~
4. THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE; OFFSITE BORROW C X
OR WASTE MAYBE REQUIRED. O~ N h ~u~LL ~
5. ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD AND ADJUSTED BY THE ENGINEER IF NECESSARY. C O' U
6. ALL CONCRETE PIPES SHALL BE REINFORCED CLASS III. 0 ~~M ` V ~NOJ ~
7. THE CONTRACTOR SHALL PERFORM ALL CONSTRUCTION IN ACCORDANCE WITH LOCAL CITY, °1~ 00 QNMC
COUNTY AND STATE BUILDING CODES, SUN ~
8. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ALL EXISTING ' ~Zr ~
ON SITE FACILITIES, ABOVE AND BELOW GROUND, THE CONTRACTOR IS ALSO RESPONSIBLE , OLD d O~-
FOR REMOVAL OF ALL WASTE RESULTING FROM DEMOLITION, AS WELL AS GRADING AND 0~~
FILLING OF ALL DEPRESSIONS TO INSURE THAT THE SITE REMAINS AESTHETICALLY ACCEPTABLE, 30 U`o~~c~n 30 O ~ U
9. THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE ~ 31 qV q ~ 2s o .a
PERFORMANCE OF ALL WORK IN ACCORDANCE WITH OSHA. ~ (p 2e Ny
C 27 ~R 2s r
10, THE CONTRACTOR SHALL GRADE, SEED AND SOD OR OTHERWISE PROVIDE TEMPORARY 35 34 33 14 25
AND PERMANENT STABILIZATION OF ALL DISTURBED AREAS, ESPECIALLY SLOPES. SEE 36 32 14 1; 15
EROSION CONTROL INSTRUCTIONS, IF APPLICABLE. 13 24
11. ALL PROPOSED UTILITIES TO BE UNDERGROUND THROUGHOUT THE SITE IF ALLOWED BY 37
LOCAL CODES, 12 12 1B 23 N
12. WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND 3e ~5 7 17 18
0 6 LOCAL REQUIREMENTS, NOTIFICATIONS, STANDARDS AND POLICIES. 3s J 8 ,1 11 19 20 22
13, ANY SUBSTITUTIONS CHANGES OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT ao F' 9 + J ~a 21
ENGINEER PLANNING DEPARTMENT STAFF AND DEVELOPER, ~ 5 + 41
14. PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR az m U
ACQUIRING ALL PERMITS NECESSARY TO CONSTRUCTION. THE CONTRACTOR SHALL READ O Z
~ a3 4 ALL PERMITS AND ENSURE THAT CONSTRUCTION COMPLIES WITH THE PERMITS. REQUIRED p
PERMITS MAY INCLUDE, BUT ARE NOT LIMITED T0. GITY/COUNTY APPROVALSlPERMITS, NCDOT Z
PERMITS, DRIVEWAY PERMITS, RIGHT OF WAY ENCROACHMENT AGREEMENTS, EROSION CONTROL 7. 3 0
U W W
PERMITS, NCDENR PERMITS, WATER PERMITS, SEWER PERMITS, ENVIRONMENTAL PERMITS, ~i 2 1 2 W J
WETLAND DISTURBANCE PERMITS, STREAM CROSSING PERMITS, POWER EASEMENT 0 >
ENCROACHMENT AGREEMENTS, USACEIDWQ PERMITS, AND STORMWATER PERMITS. IF '1' ~Z QQ
THE CONTRACTOR HAS QUESTIONS ABOUT PERMIT LANGUAGE, OR THE NEED FOR A PERMIT, HE 0 0~
90 ~ MUST CONTACT THE DEVELOPER AND THE ENGINEER PRIOR TO BEGINNING CONSTRUCTION, ~ C7 za
15, THE GRADING CONTRACTOR MUST MAINTAIN COPIES OF THE EROSION CONTROL PERMIT AND THE 0
NPDES PERMIT ONSITE, HE MUST READ AND FOLLOW THE CONDITIONS OF THOSE PERMITS. Z~~ ~ 1~N MUST C ~ Z I- W
16. THE CONTRACTOR MUST VERIFY ALL FIELD ELEVATIONS PRIOR TO CONSTRUCTION. NOTIFY ~SLITY p CND J p ~ W ~ R o Y
ENGINEER OF ANY VARIATION OF FIELDS ELEVATIONS, ~ o oT ~ Z = ~ J~ Fc'~i Z W_ ~ to
17. IF TURQUOISE LANE ISDESIGNED/CONSTRUCTED IN THE FUTURE (BY OTHERS), THEN THE G~ i ~ LL o W ~ o~
DEVELOPER MUST HIRE AN ENVIRONMENTAL CONSULTANT AT THAT TIME TO ACQUIRE V P JW 2.1 ~L ~ W
APPROVALS/PERMITS FROM NCDWQ/USAGE FOR WETLANDS AND STREAM IMPACTS. ¢o y~ w r- D ~ ~
STERLIN ~ " m ~ ~ ~ G CREEK, LLC ~ ~ o m a ~ U
2555 CAPITOL DRIVE, SUITE D
CREEDMOOR, NC 27522 PROJECT NO.
rn~n~ rno ~n~n
~Z7 I Z7) U/O-17f Z7 fjtFURE YOU DIG!
CONTACT ONE -CALL CENTER 04-073
1.800-632-4949 DRAWING NO.
I SITE MAP
l 1'•=300' 1 OF8

SITE DATA:
PIN: 1836-00.16-5291 NOTES:
PRELIMINARY PL PIN: 1836.00-05-244 AT 0
TOTAL AREA: 60.56 ACRES Not for Recordation, Conveyance or Sales NOTE " " A VICINITY MAP
AREA IN NEW STREET;1.48 ACRES _ _ - THE LOCATION OF UNDERGROUND UTILITIES AS SHOWN ARE BA NOTE "J" 0 0 } ~E BASED ON VISIBLE THIS PROJECT IS IN THE TAR-PAMLICO RIVER BASIN. Z Y Y m
EVIDEN SED ON VISIE REA IN NEW RIGHT•OF-WAY; 4.35 ACRES PIN., ~e3s-oo•oz-72s3, i CE AND DRAWINGS PROVIDED TO THE SURVEYOR. LOCATION OF REC. NO'346~9 / UNDERGROUND UTILITIES AND STRUCTURES MAY VARY FROM LOCATIONS Sf LOCATION OF p
AREA IN LOTS: 55,90 ACRES - - De9o-7sr9w HEREON,AND ADDITIONAL BURIED UTILITIES MAY EXIST. CONTACT THE APPf `~s OM LOCATIONS SHOWN NOTE "K" o 0
OPEN SPACE: 0,31 ACRES ~ _ PB32n3 ° - " ' UTILITY COMPANIES FOR INFORMATION REGARDING BURIED UTILITIES, ' PIN:1836-0(Y.78-6165 ry~% ~ PROPOSED LOTS: 43 r r ONTACT THE APPROPRIATE BOUNDARY AND ALL SURVEY INFORMATION FROM ACCULIN o o ~ D UTILITIES. E SURVEYING. o o Q
--REC. No.: 24sss ^ti ti \ / NOTE "B.. AVERAGE LOT SIZE:1.30ACRES , / ~ ~ DB m7sreta -~h . I N07E "L" M N ~
PB 3zraa " { ALL DISTANCES ARE HORIZONTAL GROUND A / ND AREA BY COORDINATE COME TOPOGRAPHIC INFORMATION FROM FEMA LIDAR. ;OORDINATE COMPUTATION, WILTON
/ ~ , SUBDIVISION / ~ ~ ~ DATA: ~ Paw 9s3s-ooas5o 7 / ~ ~ ~ ~ NOTE "C" NOTE "M" NC 56 ~
fiEC. No.:245s~ .r THIS SURVEY WAS DONE WITHOUT A TITLE SEARC ZONING: AR-40 / DB 9o7sr99a~ / ~ H AND IS BASED ON REFE 0 Z 43 LOTS ARE CURRENTLY PROPOSED, BECAUSE THIS IS THE MAXIMUM WE BELIEVE Z W
\ RI / PB 32n3/ ~ m ~ J~ INFORMATION. THERE MAY EXIST OTHER DOCUMENTS OF RECORD WHICH CO CURRENT USE; VACANT / o , = BASED ON REFERENCED THAT THE PROPERTY CAN SUPPORT WITH INDIVIDUAL WELL AND SITE ~ ~ ',ECORD WHICH COULD SEPTIC. ~ ~ ~
/ ;tip /r, _ o ~ ~ AFFECT THIS PROPERTY. PROPOSED USE: SINGLE FAMILY RESIDENTIAL ( / / ii ~ ; , NOTE "N° SR 1705 ~ 0 Z
MAXIMUM DENSITY ALLO ! PN:1636.00.06593v\ ~ ~ ! _ NOTE "D" WED PER ZONING; 0.91 UNITSIACRE ' m i U U 0 SEPTIC SOILS MAPPING PROVIDED BY JOHN R. DAVIS, JR. LSS. ~
R~C. NO.: 2 564 / ! PROPOSED DENSITY: 0,77 UNITSIACRE ~ I ~ , ~ - SEE PLAT "RECOMBINATION SURVEY FOR SALLE H. JACK50N" BY G. ~ tla 9o7s~9 VANCE P( F- N" BY G. VANCE POWELL, NOTE "0" 2~, ~ Z W
\ bB 32rt3 ~ i PLS, DATED 711512000. MINIMUM LOTAREA:4 0,000 SF (0,92 AC.) ~ r ~ PRIOR TO FINAL PLAT, THE ENGINEER WILL DETERMINE NEEDED ~ 0 ~
MINIMU ~ / „ „ M LOT WIDTH, 95, 34 IN CUL-DE-SACS ~ / °^tiPoh r' ` NOTE E STORM DRAINAGE Q U EASEMENT LOCATIONS. ~
M ~ f r ~ i` e~ ~ . ~ INIMUM SETBACKS; 50 STREET ,PIN 183.00-0 tae ~ . ` EXCEPT AS SPECIFICALLY STATED OR SHOWN, THIS SURVEY DOES OF THE FOLLOWING: NOT REPO ~ J Y DOES NOT REPORT ANY NOTE "P" _ ~
15' SIDE ~ ',REG~ Nq' 245s EASEMENTS, OTHER THA DB 9orsr~9o , N THOSE VISIBLE DURING FIELD '~~I r!B32113 ~ tip, ~ EXAMINATION, BUILDING SETBACKS, RESTRICTIVE COV 3LE DURING FIELD to ~ LOTS 1,8,13 & 43 SHALL FACE TURQUOISE LANE AND HAVE DRIVEWAY ACCESS ON NOT T ~
25' REAR ~ ti 1 ENANTS, ZONING OR LF ' ~ h ~ REGULATIONS AND ANY FACT I I ~ + ~ ,,h 6ti - ~ - S WHICH A TITLE SEARCH MAY DISCLOSE. MAXIMUM HEIGHT: 35' - ~ ~ ~ ~ _ JTS, ZONING OR LAND USE TURQUOISE LANE, 0 SCALE Q Z DISCLOSE. 0
FIRM MAP N0.: 37077C0200 C DATED ~ I ~ ~ ~ ~ ~ ~ _ ' NOTE "F° 9128(90 / gIN; 9s3 -6o-6s-a7 I ' ~ A NOTE "Q" ~ U
, INSIDE TAR-PAMLICO RIVER BASIN ~ REO N .:245x2 ~ b ~ \ ALL LOTS WILL USE INDIVIDUAL WELL AND SEPTIC SYSTEMS, LOT 32 SHALL FACE AVALONY COURT AND HAVE DRIVEWAY ACCESS ON AVALONY
I o NOT IN A GRANVILL / DB 907 rs9o ,l \ M 6ti _ _ E COUNTY WATERSHED . % Pt~3zn3 ) ~ -L ~ ~ ' ~ ~ v N COURT. O~ M N ~ O SCALE.• 7" = 700'
/ ~ ~ / ~ OTE"G" ~ r~ i / / ~ I ~ I/ ~ - ~ ~ ~ NO USGS MONUME / ~ % NTS WERE FOUND W NOTE "R"
STREET ~ ~ / ~ / -r , ~ ~ ITHIN 2000' OF THIS SITE. CONSTRUCTION DATA: / / , i I / ~ . ~ ~ '~ITE. LOTS 10,11,& 12 SHALL HAVE A 100' MIN, BUILDING SETBACK. LOTS ~00' ~ i w W ° w m 21, 22, 23, 24 & 25 100 200 ~ ° o ~ z ~ ~ _
TURQUOISE LAN - / ' / / I / ~ • ' ~ \ \ NOTE °H" E. LENGTH - 2,031; 18' PAVEMENT WIDTH / IN: ~e3s-ao;ds.462e- ~ , ~h / , , I; ~,1 SHALL HAVE A 110' MIN. BUILDING SETBACK. cC w = o o w 5 ° > o~ o zm
i / ~ ~ \ THIS SUBDIVISION HAS NO REMAINI I , RED No 2456x' I ~ / ~ / / / - ~ \ NG ACREAGE. AVALONY COURT: LENGTH =1,375'; 18' PAVEMENT WIDTH r ~ DB 9tozwgs % / ~ i' ~ i \ \ d' W~j Ya>2V21-~W~WtJw Q° raj
JADE LANE; LENGTH = 302' RIGHT-OF-WA ~ af33zr9~r ~ ; I~- , / ~ \ t ( Y DEDICATION ONLY, THIS / / , / / / ; ~ ~ , ~ ~ NOTE "r' ~ G 0 a~NU}2Vi~~LLO LE " C7 ~ mow~za~w°~F GEND E+z ~ ~ww~~¢ww0a~
r ROAD WILL NOT BE CON T ! ~ ~ / r ~ ~ ~ ~ / ~ ~ ~ ~m/// ~ ~ ' THI S RUCTED BY THE DEVELOPER, BUT MAYBE ~ w l,~ ~ ~ / ~ ~ S PROPERTY IS NOT LOCATED IN A FLOODPLAIN. ' ©.,w w ~~~d 3fxwm p IRON PIPE SE N~C7 3~aw~>'~~0~
CONSTRUCTED BY OTHE / ` ~ ~ ~ ~ ~ . ~ ~ ~'I ~ ~l /i / ~ 1 ~ ( ~ RS IN THE FUTURE, IF NEEDED FOR / / / ' ~ ~ ~ ~ , I / / ~ ;~i >1 T x a SwFa~¢Z~omza ~Z U' LL°VVOQ°U1°QW 0 EXISTING MONUMENT FOUND; IRON ROD 3 z'tg~aNX~;~
CONNECTIVITY.) ~ ~ ~ ~ ~°~a~ Q0 / ~ / ~ I I ~ ~ ~ P1Nj9836.90.06-35 rr ` "y/~^° / r~ ~C~ / l r ' ~ 1 TOTAL LENGTH IN ROADS: r - ~ , / / i ' l l l UNLE ~ .a ozUZO~~LL~~o SS OTHERWISE DESCRIBED ~ ~ ~ ~ g W ~ < < Z z
3,412 (EXCLUDING ROAD 3) R~aNO..245sa, , ! - / r \ ' r / / / I STRE DB t9a~r4ss ~ / ~ / r i r I , , ET CONSTRUCTION IN ACCORDANCE WITH NCDOT. /PB32193 / r ~ ~ r' ~ ~ ~ ' l ~ ~ l • ~ MATHE ~ z oQOi~omoz~0 ~ MATICALPOINT; U ~mww°o~~oya
, ~ r r / F ~ ~ - r I / ~ ' ~ ALL ROADS TO BE 50 P ~ ? ~ ~ ~ / ~ I ~ / ~ ~ = _ UBLIC RIGHT OF WAYS. ~ / 1 / ~ ~ l / i ~ . _ _ / / / ,-I / , NO MONUMENT SET ~ aw"z?o~a;Qw~ FZUZQZrnO~Fxy
ALL PROPOSED ROADS TO BE MAINTAINED B / / / ~ ~ ' ~ ~ / / ~ I ~ I ~ / l .l i r r ~ / ` / / ' , / / , ~ " Y DEVELOPER 1 / ' ~r ~ / / _ _ _~~w..1~3mZ00
UNTIL i ~ / / / - ~ / ~ / - \ _ / ACCEPTED BY NCDOT. ~ r l ~ / / i / ~ ~ ~ ~ , - _ _ ~ ~ ~ I I, ~ ~ 1 W
PIN 1836 00 06.3406 / °~ryti~ / / ~ \ t 1 ~ / / ~ ' / / / / / / / / ~ ^ ~ A\ \ i ~ t, ~ ~ o ~l l~ i 1- \ ~I i i i pl .1 36-00 26.1 ~ r. -
RECrN0:245a9 / h bN ~ \ ~ / I ~ ~ \ \ l~ ~ PIN' $ / / / i / / S84° 5'03" / / / ~ 9o7srs9 ~ 1 ,a 36 00.17i51~~9 ~ / E / / \ ~ PB32na' ~ ? I A EC. N0.:16~84/ / / , / / " ` ~ \ \ ~ j ~ ,l N ),8q o • - \ i I i I ~ 'R6C.N0.:1p8,'(2 i,' w
/ 1 ~ I ~ I ~ A _-JUDY-G. WAL~CA / / ~ - _ . ~ v v ~ ~ ~ , ,I ~ ~ ~ r 1 r ? MAI~/I~J DAR~2 LIB ILSO~N% ~ ~ ~ ~ ~ y o
1 1 A ~ ~ / / + \ / / r~-' ~ / / ~ / / / MU > / 1 ~ J ~ _ DB 6521x63 / i / r- ~ i 4zss ' ~ l ~ / / ~ ~ O~:1h818g3 ~ / / ~ ~ ~ ' ~ i ~ ~ ~ i ~ ~ II ~ I ~ N
~O ILITY ONE 1 , rho l \ ~ / / / r / /1 / , i-- ti~
~ Roo ~ ! / p( - - I ~ - ' ~ / / ~ ~ / ° ~ / / / - 6j A~ ~ PIN: 18 - f ~Wn7. rs1~ f ~ A, i i ~ r~''~^ / / ~ \ ~ / JC' F ~ 36 00.OB•2336~ \ , / ~ \ _ / 1 'w ~ I I ~ / / / / / / ~ / / / / / / ~ 30 ~ i ~r, 2Q' RAINAG'E r ~ / ~ ~ 03" ! ~ % ~ ~ ~ ~ ~ ~ ~ I ~ ~ I u• 4~ ~ ; E' 3E 2N ~ ~ ~ / ~ 437.1] ' ~ ~ ~ I i
~ Q p ~ REC. N0 : 24558w' ~ ~ ,4i / `id ~,l , , / / / / i / Na'\ % V ~ / DB 11021496' / ' .ti° 1 \ r , ~ \ t / / / / / / / / / / a , / / i~ ~ ~ r ~ i ~ ~ ~ ~ ~ l
~ ~ p PB azna / / h ~ / \ ; - ss ° - _ ~ / / / / / / / / V/ / / 55,200 S 55 200 SF 1 ~ ~ ~ ~ / ~ ~ ~ ~ ~ , ~ i ~ 1 ~ ~ j ~ ~ ~ ~ ~ (1 ~ ~ S84°05' ~ ~ i ~ ~ I i ~ W
\ / Q v r, _ I ~ / ~ A--r z n m / / / ' ,A ~ / t` i - . _ ~ x69°46'as°E 1 ~ ~ :d j ~ ~ / F,.!..~ ~ L:. M ll ~ ~ I I I >l l ~ I 180.9 ~ , 7~ Ur -'V. 1' ~i ~ e~ f ( ~ ~ , l j ~ I ~ ~ X584°05' i ~ ~ ] r~~ ~ Q ~ ~ I ~9 (l ~ ~ 03° i, ~ - / kM ~ ~ , ~r/~ , I ~ , ~ i ~l ' ~ ~ 7 7; ,09.6 ~ i I ! r ; ~ z
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/ - rv~ ~ / PIN. 9836.00.06>9258 ~ / , - ~ _ ' R C. N0. 245 7 ~ ~ ~ ~~S , J ~ i r ~ , V'1 , 211. 06E ~ ' ~ A~ / r ~ / 1 ~ 1 ~ f ,,~.1~ I~~I ~ I ss~9~;. ~ ~ >
ppB 10781910 ~ / QA ~ ~ ~ ~ .i l ~ ~ / ~ ' ~ ` ~ ' r ' ~ ~ r ~ 1 / / r /PB 32113 i / ~b~ ~ / r ~ I i ~ _ ~ ~ ~ ~ ~ \ ~ ~ ~9~.A l I
~ ~ ~ ~ ~ °s yr\ BEFORE YOU DIG! ~ / - m „i ~ s\ v / ~ , ~ ~x i ~ ~ ~ ~ U _ ~ ~ ?a~ ?§7~\` \ . \ 40;OQO~SF. ~ .(~g . ~ ~ ~ y_ / / r ~ o H r~ a ~ a ~ o Y m
CONTACT ONE-CA / / ~ ' , ~ oQ °^ti N~ ,,G!~.. _ - ~ s\ ; / j / ~ :.G / " 35 ; - \ ~ ~ I / \ , , LL CENTER / "h ; \a~`~'9i~ / i , ~ / ~ ' ~ ~ ~ \ / I' I ~ ~ r c3a ~ - A ~q ' Y ~ V ~ _ , •ti ~ ~ , '
/ o ~ ~ / 1 '1 \ / I \ 1.800-632.4949 f ' ; / ~ , 7 PI :9e3s• o-asm2ev - , ~ \ / ,i ~ / 1~,44~$F / < < 1 1 ' 1 h~ \ ~ ~ r ~ 40 000 5F, . / a ~ ~ y ~ ~ ~ ua .a ~a~, c ~ ~ ~ ~ ~ .ti , , ~ ~ ~ , , ~ ~
EONf~ 245 `b6 P F~ Gj~51 I / w \ i , ~0781910~ C~% \ - ~ 1 I I N ~ _ y~ .,r ~ \ f l _ - > - ~v SAO v ~ ~7 ~ - ~ ~ ~ ~ ~ ~11111111111J~~
B~32n3/ / , P vrP g ~ ' ' i f V ~ m ~ ~ S ~ ~ ~ l V ~ l , ~
- - - ~Q . 0P c' \ 1 r3 1 \ 1 ~ 1 ~ Z i _ _40,53&F' \ n i , ~i ~ F X \ V' ~ OV / i , r yv i = ; I ,45,904 $F . A \ / I n i - - - ~Iir - ~.v .ti's ~ 4 ~ A~ ~ ~ i I - ~ ~ _ ~ ~ ~ / ~ ,000 SF / 1 ;fit L \ ~
V~1 6-00. 8.899 A V ~ ~ YY t ~ ! ~ . i - ~ j /•a ~ ~ / \ , A~ " 1 I a;}.. ~ ~ ~ ~ ~ ~ ti _ ~ . / 1.15,23 S~ ~ k 1 - ~ ~ ~ \ v / A ~ / REC. N0.:24557 (G~' ` \ \ ~7~ ~ f \ . r - _ _ > N l ~ ~ , , ~ \ l / - SEAL -
I ~ 14 ,Par - - - ` ~ ss~, 'w `r;. ~ -1- -53 359 SF . o`s' \ , - p -
~°'0 ~0 \F % J I ~ ~ F y \ / - / A . I ~ V ~ ~ l' ~ - /zo' DRAINAGE ~ 01' ~ 'b / l I A ' 2~ ~ r ~ e• ~ 5,14'5 ~ ~ - - . -o3s' ~ ~ ~ ~ \ ~ ~ ; ~ ~ ~ _ ~ i. A ~ ~ ~
~ ~ ~ \ \ - ` / 1 ~ - - EAS NT / ~ ~ I \ a a ~ ~ + - `I ~ / o i 1 ~ ~ \ . A / ~ / l r . ,r , a,~ao ~ ~ ~ / ~ i ~ ~ ' `a. V A - !$o / V ~ nip ~ 't6t V~ ~~i~ , ~ i ~ "l ~ ~ W f \ \ \ N ~ _ A W i S ~
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PIN: 1836.00-96-90 ~ ~ ~ I \ ~ / rv~ / / / °a3 35 +r / / / / / EC.IJ0.:1145 ~ A ~ A \ \ \ \ ~ / I S6 . ~ V
i b~~9o76re1p ti~ ~ ~0 } ~ A / f ,yo / ~ ~ ~ rz6 as~ ~ i3 a / / / /,tip' ',P9132113 ~h \ ~ V \ da\ % r ~ ~ ~ ~ 1 ~ + ~ ~ G/ ~ r ~ / n ~8~~ ~ / C 2 / d / ~ 45~~ ~ / ~ ~ ~ ~ ~ ~ ~ V A ~ 28293' wc0 V ~
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I I 1 A Vo~'~' V/ A ~ ~ i ~ I ~ ~N S~ ~ r ~ / C22 ~ ' / / / , / w \ o i ~ ~ 1 / r
0 i / I ~ ~ ~ 0 1 ~ I / / ~ l ~ ~ A V y\~ , - \ A ~ V '~A , ~ r,t ~ay°,~ c, ~ m' / ~ / c25'~ . ~ 2s ~s 2ar~b't~NS~~ ~ ~v~~ v X~ ~ ,I - . ~ ' 4.718 n ~ a ss as ! ~ 6 SF' 5~;1~?~ _ _ ~ ~ A/\ ~ a' ~ v ofa ,cps- - , ~ o 0 01 i~' AKIN SETBACK ; , r~ - _ ~ \ \ , \ 3 , ~ o~
°e p I 9 ~ s / ~ + l: A ~ ~ - ?9,679 SF~`~ V'. ~ I I s / ~ _ ~ ~ X44 ~ ~ \
l ~ ~ i ~ ~ ~ 54,r12-SF= L_ ~ ~ ~ A ~ v 41,352 SF I a1 l ~ v ~ ~ / ~ ~ ' s~4.2p~~ , ~ = ~ ~ f;~; h - - - ' . A \ ~ ~ ~ f , ..,rte - v 1 ~ I ~ , ~ o a m
~ A \ ~ ~ I ~i ~5 / / / C9' / / / / ~ 29,8,>3, Ei ~ / i / y~' ~ \ ~ . ~ ~ A ~ \ , ~ oo I ~ y ~ ~ ~ r ~ ~
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t ~ / ~ ~ \ I \ ~ ~ ~ ~ ~ I li /48,8 r \ . ~ ~ i~ , ~ / i ~ ~ ~ ~ ~ 4;827 SF ~ ~ Z M ~
r ~ ~ ~ ~ ~ 4~~ \ ~ 1 V 64,011~SF,\ ' A \ ~ t~ ~ i I ~ ! ~ ~ ~ I ~ " NSF / /1 / / 1 ~ ~ ~
' ~ C ~ ~ ~ ' r A A ~ f- V'i6 vV ~ A p ~ rB,~ ~ ~ Y ~ N53°SF02 ~ ~ ~ ~ 1 i r l , ~ / h / ~ 0 ~ i °K' ~ I ~ / / / , p i` 1 l -'o, r~ ~ i ~ ; ~ / ~ ~ T ~ 58,918 SF , ~ ~ ~ ~ ~ / ° a ~ A. ~ ~ - o l t i ~
~ ! i\ r ~ V ~ ~ ' ~ ~ j A A ~ ~ ~ V°o~~C~ .ro°. ~ ' ~ ~ ~ ~ ~6~s, N83°s2o2~, ~ -z - _ .J / ' ~ ~ ~ ' . l / / / ~ l l l ~ 41 V ~ A ~ v ;,a ~ - ~ 49;336 SF 1ao oo~ , ' ~ / ~ / ~ ~ 4fi ' 2 ~ \ I ' ~ A ~Ne3• L 9~5~ d~ ' 1 ~ r \ ~ A ~ ~ \ ~ /i ~ry a0 U ~ ~ ~ 52 0 / _ i l ~ I " / / ' l 0,~9'~V ~ r ~ ~ / ~~yti~ rv ~ ~ / j r ~ 0 ~ ` -1 _ ~43'3T'yy-, = ~n^ ~ ~Q ~ N
1 r r 5 \ i ~ ~ 161.3'. 8. / ~ / / / u a r ; \ ~ \ ~ ~ ~ ~ ° ~ 120 DRAINAGE ~ ~ I 8 3 570 / ~ ~ ~ / / / J ~ 1 \ \ 624 \ 1 V ~ V ~ I ~ i it ~ ~h°' ~ I ~ - _1, m - _ eso~ _ ~ m; ~ N U
i ~ ) A ~ SF \ I ~ A ~ l/ b ~6`~ V + EASEMENT ~ 50A0' ~ l l / / / / / / .ti . _ , A ~ ~ ~ r 1 N 3•srd2 , ~ ~ / ~f f- / / l r r ~ v ~ I l ~ 1 _ _ _
J , r\ \ _ N3°5'OY'^N l ~ ~ ~ ~ ~ ~ ~ ~ ti
; ~ ~ , g s / , °~ao \ ?'a~' ~ i I r ! h \ / / ~ ~ ~ PIN: / / N 3>5 0 \ A i 1 m, ~ r ti o A \ n~, 1. ~ ~ / 136.6 -026' / s . _ e 78,458 SF' ~ ~ ~ t • y~ ^ v / ~ ~ j ~ ' ~ I ~ r I E r / / / J.3.27 6 ~ i 2 V A i l I \ ~ l - ~ ~ ~ \ ~ ~ ~ ~ r ~ r , / ~ C, I~OI: 6 1/ ~ / / i / / / 3?3.2, r ~ ~ --J / ~ ~ ~ ~ ~
of - - \ A 1 ~ ! ~ ~ r" ,,y ~ / ~ ~ ~ , 1 ~ ~ \ I I ~ ~ ~ I l r /NANCY ~ E3'THA~RINGTON/ ~ i / r- _ i ! A i ' ~ ` ~ ~ ~ c / i i~~ N88°s2'o -1 L I ~ l 1 A _ - ~orv - - - - - ~ / i ` \ ` ~ 98.45' - NB3'S2'02"W ~ v i L ~ ~ _ - ~ \ ~ _ - t_ ~ m _
, / ~ ; ' ~ 11 - _ ~ _ ~ r ~ j I \ ~ -926.52' N83°61'02yy ~ ~ ~ _ ~ ~ _ - -
- - `98.46: N83°b20 - ~ , _ - ~ ,1o.oa - _
'9;780 Sf ~ ~ , - ~ a \ ~ ~ ~ ~ ! \ . ~ - - " ~ ~ ~ / iv A \ 1 - _ _ 154. _ _ N
i ~ A _ A ~ / ~S2,ZQ8 NSF 1 , 1 CURVE TAB - ~ ~ ~ ' ~ N83°52'02 \
CURVE LENGTH RADIU c35 ao.6s' 25.00' s22°5ro3°E , - - ` , ° ,29~, 't I / ~ \ \ ! S DIRECTION TANGENT DELT , S22°51'03"E 26.43' 93°11'05" _ ' " , ' ~ \ \ 238.85' i0' S38°42'01"W 126,91' 2 ° ~ ~ ~ A ~
/ ao.oo ~ ~ ~ i fi' \ ~ ~ - . / } ~ CURVE 1 149.3 ' ° C36 248,03 475.00' S38°42'01"N , Q~ ~ ` ~ - ~ t ~ r ~ \ b \ ~ ~ 3 310.00' S65 5230 W 76.14' 27°35'58" , / I \ C37 , ~ ~ 9ox7o~slcHT \ ~ ~ y o~ / \ l ~ CURVE 21.30' 475.00' S54 5638"N 9 55 03" ~ V ~ , i0' S54°56'38"W 10.65' 2°34'10" /
' ` ~ / \ rRIANGLE(T~ . ~ ~P~a ~ \ \ , I ~ ~ 2 256.65' 310,00' N55 5727"E 136.19' 47°26'05" / ~ ~ `~s~'\ ; ~ ~ ~ \ C38 283.12' 309.09 S8 ° " I 3 04 51 N \ sDRAINAGE , `cue - f , 5toe\ct+~ ~\~9~}y\~ , ~ \ CURVE3 96.38' 310.00 S41°08'48"W 48.56' 17°48'48' ~ , 9' S83°04'51"W 152.36' 52°28'55"
I EASEMENT - ` t2 ~ V~+ µE ~9 \ ~ / \ ~ 1 f ` X39 45.79 652.64 ` \ N69°28'50"N ~ i ~ \ / ' ~ c~ V /ocP~S~Qi \ ~ ~ ` ~ ~ CURVE 4 56.77 310.00' N44°48'26"E 28.46' 10°29'32" 4' N69°28'50"W 22.90' 4°01'11" m U
~ / e yTS°4029 ~ ~ ~ \ ~ / \ , , \ \ C40 95.66' 652.64' N63°16'18"N I ~ 3 ~ ~ ` F CURVE 5 384.12' 310.00' S75°03'32"W 221.10' 70°59'44" q i 6 ~ a ~ too.oo' r / ~ ~ / \ \ / \ ~ ~ C 1 123.19' 652.64' N53°39'54"U~ 4' N63°16'18"W 47.92' 8°23'53" Z 4' N53°39'54"W 61.78' 10°48'53" r/'~
' ~ + ~ ,,y~ 1~ , ~ , f / ~ a, ~ CURVE 6 150.00' 401.16' S80°09'18"E 75.89' 21°25'24" C42 6 rr + ~ cr ~ ~ ` ~ ~ , 6,32' 652.64' N45°20'48"U1 1 ~ / / ~ ~ , ' 73,109 SF ~ CURVE 7 311.43' 500. 4' N45°20'48"W 33.19' S°49'19" v,
I ~ y / e~e`~ ~ + , / \ ~ \ 1~ ~ 00' S38°24'01"W 160.95 35°41'13" 1 ~ ~ ; c ~ ~ / \ \ ~ ` ~ \ , ~ CURVE 8 305.80' 3 ° ~ " C43 15.83' 59.31 S51°20'14"E ~ ~ 34.07 S83 0221"W 164,55' 52°26'46 C44 41,10' 50.74' Z S51°20'14"E 7.96' 15°16'37" ~
~ I I _ c7o a ' / I / / ~ ~ ~ i A \ V At . - ~ ~ S83°18'55"E I - , ~a o A / / / ~ _ A \ , A N56°5747 W , CURVE 9 343.63 677,64' ~ ° / i ~ \ \ 175.59' 29 0316" C45 34.65' 1. ' S83°18'55"E 21.7 ' 6 46°24'51" o
5 03 N54°0143"E ~ I 1 ~ J ' ~ \ ~ I 1 / \ r - ~ \ \ ~ 4 ~ C10 39.27 25.00' S07°04'31"W / ~ a ti ~ / o ° a e ~ , ~ / 51,895 Sf~ , - \ ~ 25.00' 90°00'00" C46 34.28' 51.00' N15°24'48"E N54°07'43"E 18,02' 38°54'08" W U LINE TABLE W
I ~ , ~ yti e5~ ti ~ , i ~ 1 / ~ ~ A A ~ j~ ~ C11 137.26' 285,00' ° I ~ 1 ~ ~ / ~ w',a° ~ VI / i ~ A ~ ~ ~ S65 52'30"W 70.00' 27°35'58" ~ - ~ ~ \ \ ~ I ~ C12 57.06' ° C41 34.95' 51.00' N23°28'32"W N15°24'48"E 17,82' 38°30'58" I J N23 2832"W LINE W J_ tars' 39°15'az° LENGTH BEARING
~ j I ~ 1 / ° 10 / ~ ~ 154,004 SF` a~ _ _ \ ~ ~ ~ 335,00' N74°4143"E 28.60' 9 45'33" C48 37.19' ~ , , ~ - .9 r I / > .r \ 2~. ~ ~ C13 103.02' ° 51.01' N63°59'57"W ~ ~ ~ ~ / / o• ay ~ ~ ~ ~ ~ A ~ 335.00' N61°06'20"E 51,92' 17 3712" C49 24.41' 52.40' ' N63°59'57"W 19.47 41°46'36" L1 100.00' S50°03'12"W ~
S81 °23'25"W I / / _ - / A, ( / ,,N A, a\ _ ~ ~ ~ ~ ~ C14 104.91 335.00' N43°19'27"E 52.89' 17°56'33" ~Z S81°23'25"W 12.43' 26°41'15" L2 13.94' S69°26'36"E Q Q
~ I a a o ~ C50 38.86' 35.00' S80°31'28"E \ , ~ ~ \ r I a ` ~ ~ ~ C15 12.3 ' ° ~ Qr ~ ~s ~N; 18~6.Ob•05.4~69' ~ ` ~ ~ \ ~l ~ 5 335,00' N33 1147"E 6.16' 2°06'47" ~ , ' S80°31'28"E 21.70' 63°36'24" L3 14.25' S69°26'36"E ~ ~
~ ~ ~ 40'x4o'SI~N ~ / I / ~ ~ ~ ~ ~ ~ ~ C16 C51 98.99 702.64' N52 45'27"W i ~ ~ ~ EASEr~4(;NT RE~. NO:. 21 1~5 ~ = ~ ~ ~ / A ~ _ w ~ ~ 38.22' 285.00' S36°04'53"W 19.14' 7°40'58" C52 I' N52°45'27"W 49.58' 8°04'20" L4 49.25' N71°29'25"W ~ ~ Q l' N61°3]52"W 59.47 9°40'30" L5 55.00' N37°55'29"W Z a "I
t ~ / ROBEfLf J . - ' ~ ~ ~ ~ ~ ~ ~ ~ C17 ~ 118.65' 702.64' N61 °3152"W ~ 1,/ ~ \ ' ~ 50.39' 28 , I Q / _ _ / 1 ~ , \ 5,00' S44°59'17"W 25,26 10°0150' C53 61.58' 702.64' N68°58'46"W \ ~ ° / f~OSE~1Af~Y ; SMITH ~ I _ ~ ~ - - ~ C1 ~ „ 8 47.96' 335.00' N45°5709 E 24.02' 8°12'07" o a N68a58'46"W 30.81' 5°01'18" L6 14.68' S47°5133"W z I-
~ / ~ ~ ~ r~8~8061~42 ~ ~ \ r-- V ~ ~ V 1 283.74' 359.01 S86°3730"W ~ ~ , / r 1 / ~ ~ ~ r ; o C 9 13.39 335.00' N40 4223E 6.70' 2°1125" S86 37'30"W 149.74' 45°16'29" L7 2a.ea' N85°a3'25"w HATCH LEGEND - ? }
i ~ 1 ~ ~ / / , ~ V / ~ A C55 44.94 359.01 I I ~ ~ ~ l l , J ti9 ~ ~ ~ V C20 145.22' 285.00' S54°09'31"W 74.22' S60°24'07"W II ~ / / ~ + / r \ ~ ~ ' \ ° 29a11'42" C56 88.32 542.28' S51°00'16"W J Q 1 S60°24'07"W 22.50' 7°10'17" L8 54.34' N35°12'26"E ~ 0 Q
1 ~ ~ ~ ,k / •,y~ - 'V C21 207.92' 285.00' S89 3923"W 108.83' 41 48'0 " / ~ , y~ ° 3 C57 214.79 542.28 S34°59'29"W Y J z S51o001161'W 44.26' 9°19'55" L9 30.18' N35°12'26"E UNSUITABLE SEPTIC SOILS Z W ~ Z
> ~ ~ , I ( ~ ~ , ~ ~ / s. k / a~ y'~°` ti I C22 38,34 25.00' \ \ N25 30'28"W 24.09' 67°52'14" I I ; + ~ / •I, ~ 1 I ~ ~ e / °a, C58 37.92' 25.00' N67°06'02"E ' S34 5929'W 108.82' 22°41'38" L10 79.56' N35°12'26"E Q ly aS N67°06'02"E 23.69' L11 33. 1' ~ ~ o
1, ~ I ~ I + + ; ~ ~ / ~ - aoa,, V ~ C23 258.56' 1318.28 S12°48'31"W 129.70' 11°14'15" ° , ' I ~ ~ I I ~ I ~ 1 ~ a~~ C24 24 C59 129.81' 335.00' N80 3238"W ~ ( ~ / I ~ , PIN:'18~6-00.05.5155 $ \ f 3.88' 1269.32' S12°44'59"W 122.32' 11°00'30" C60 86 5445" 9 N59 3952"E OPEN SPACE W N80o32'38"W 65.73' 22°12'06" L12 33.91' N59°39'52"E w ~ ~ Q 0 LU
113.12' 335.00' S78°40'53"W ~ I I I ~ I ~ ~ ~ ~ REC. N .:21926 / ~ / ~ C25 40.27 25,00' S64°24'19"W 26.0 ' ~ " , S78 40'531 W 57.11' 19°20'52" ~ J'~ ~ ° L13 44.68' N59°39'52"E 0 -I fY w
' I I AN 0 10 MARIA ' / 3 92°1810 C61 107.00 335.00' S59°51' " I + ~ ~ ~ I I ~ ~ T ~ , C26 103,31' 426,16 S76°23'18"E 51,91' 26 W ~ ~ ~ ~ ~ I ~ ~ I D8.,78 1692 - 13°53'21" C62 65.17 335.00' S59 51'26 W L14 ° ~ ~ y / 0 C~ ~ 53.96' 18°18'02" 35.78' N47 5756"E a d
- ; i PIN; 1836 00.05.6083 C27 19.43 25.00' N61°03'56"W 10.24' 44°32'00" 545 0802"W 1 1 I I I ~ ~ I C63 52.19' 285.00' N44° ' ' S45°08'02"W 32.69' 11°08'44" L15 23.66' N47°5756"E N44°48'26"E 26.1] t~°79~a7" L16 23.66' Nay°Fr~a~~G
I I I I r ~ ~ 1 I ~ I ~ , ( REC. NO.: 21927 , ~ . C28 ~s ns~ ~n nrn e~~°..~.~~~~ _ 4826"E
f ( BOBBY LEE & JANIS L, WRIGHT C29 40.0 _-00' 50.00' N 80°24'24" E E ~ 2-1'14' J("52''40" an ' 335.00' S41 °08'48"W PROJECT NO. _ .50' 17°4X24.10N47°57'56"E
.4 ° DB; 827/327 5 49 58" 285.00' N41 °40'33"E C30 41.76' 50.24' N33°37'34"E 22.17' 47°37'46" 285.00' N65°23'35"E 7.36'18°5100.00' S50°03'12"W
C31 36.12' 50.41' N 11 °0713"W 18.81 41°03'06" C32 90.05' 50.00' N83°20'06"W 63.07' 103°11'06" 335.00' S76°49'29"W 04-073 .55' 28°33'48" OWNER/DEVELOPER
335.00' S64°57'30"W .68' S°42'00" STERLING CREEK, LLP DRAWING NO.
C33 22,95' 25.00' N71°22'26"E 12.36' 52°36'09" 847S75°53'03"E 335.00' S54°00'31"W .16' 18°01'59" 2555 CAPITOL DRIVE, SUITE C S54°0031 W 11.31' 3°51'59"
25.00' S82 °55'29"E S82°55'29"E 25.00' 9-0 00'00° CREEDMOOR, NC 27522 20F8

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INV. IN. 364.00 INV. OUT:363.40 PIPE #2 PIPE #3 (STREAM) ~ N ~ 24° RCP 54"RCP 3 5 0 Z
SLOPE: 1.00% 3 9 STA: 17+76.50 STA: 17+76,50 U 0
CLASS "B" RIPRAP INV. IN: 363.50 INV. IN. 357.55 ~ fq
25'R CURVE 2 PI STA. =13+89.33 INV, OUT: 363.00 INV, OUT: 357,05 (/j > SLOPE: 1.14% SLOPE: 0.89% ~ ~
RADIUS = 310.00' CLASS "B" RlPRAP CLASS 1" RIPRAP Q
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50 STONE DRIVEWAY ARC LENGTH 149.33' ~4+p~ 1 00 ° ENTRANCE TANGENT = 76,14' w m - m
CH.BEARING = N65°52'30"E w CH. LENGTH =147.89' ~ 0 15+00 ~ ~ Zw w°wv, n ti CURVE 4 20 00 21+00 ~ c°° Z ~ z z ~ ~ _
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PVI ELEV = 374,41 LOW POINT STA =18+40.22
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M °~M roM MO OO OO r0 OO ~ M ~p7 chi MO t`n r
M c7 pRf1 IF(`T AIf1
1 +00 11+00 12+00 13+00 14+0 BEFORE YOU DIG! V
15+00 16+00 17+0 »+o 18+00 19+00 CONTACT ONE-CALL CENTER 04-073
20+ 21+00 1-800-632-4949
PROFILE - TURQUOISE LANE
&,N E DRAWING NO.
30F8
HOR: 11 - 40I VER: 111 - -4I

~pN MUST ~ \
JCS 1L I TY ~N,c \ ~ '°R o ~ m ~
~ oT ~ ~ F ~ ~ ~ o Q' ~ ~ m Y
0 0 0 ~ PIPE#5 ` Q V 0~ 0 ~ 24" RCP q, ~Q ~ ~
J~ y~ O ~ W = STA: 11+20.00 o J ~ W
Q ~ D m INV. IN: 385.80 13 VQ O ~ ~ Q
3 3 3 2 INV. OUT: 381.80 ti SLOPE = 5,56% Z V 32 ~ o
CLASS "B" RIPRAP 1 ' W J N ~~>c M m
Zom O O
P E ~J w 50' O Q BEFORE YOU DIG! R ul + 12
CONTACT ONE-CALL CENTER J ~ O ° CURVE 7 Z n 25'R PI STA. =10+25.00 ~
1-800-632.4949 Q J ~ 55 T R I Q +3 LAlal 9 25'R 2 k 355 a RADIUS = 500.00' 0 Z
34 ~ 9+00 LOCAL RESIDENTIAL ROAD 25'R 25'RQ ~ M 35'R 2 0 2g ARC LENGTH = 311.43' ~ ~ TANGENT =160,95' U ~ 35'R CH. BEARING = S38°24' ~ >
~ J + 50 PUBLIC RIW 01W ~ W
35'R N 35' 10 DO ~ CH. LENGTH = 306.42' ~ ~ ~ = 35°41'13" Q
00'92+OL = Od 35'R I a „+00 31 I-
I 28+00 sp.
25+00 - W 26+00 o I 27+00 0 11 1 ~
c o CURVE 6 35'R 2Q+00 a 35'R CURVE 8 Q
~?"'Op PI STA. =10+25.00 ~ N 25'R ~ RADIUS = 500.00' ~
35 25'R + ~ ARC LENGTH = 311.43'
N o° Q o TANGENT =160,95' O~ d' M N ~ O
~ 25'R 25'R CURVE 6 PIPE #5 ~ h CH. BEARING = S38°24'01"W J - 24'RCP CH. LENGTH - 306.42'
+ PI STA. = 28+36,81 v ,x00 N RADIUS = 401.16' = 35°41'13" z w o w STA: 11+20,00 ~ w w N PC 27+23.54 INV. IN: 385.80 ~C i rc z z ~ o i
PIPE #4 ~ h ARC LENGTH = 200.03' 1 0 a TANGENT=102,14' qCp ~3 ~ Wo °~~=Zm 10 INV,OUT:381,80 RF "0 W ar=z~~~wao
24" RCP CH. BEARING = S83°43'40"E ~ S~~ p $ w z iw4o~yrc-~~u of SLOPE; 5.56 JrQ F o z o axNNrw-yzcnu~3alo p Nr, N -N- al-N~VI=
STA: 17+76.50 5 INV. IN: 363.50 CH. LENGTH =197.96' CLASS "B" RIPRAP Ue q!! ~ a rc o w x 1 ~ C Fez rc owwU~aWwoa~ C Rp ©.,w w 3~xwN
INV. OUT: 363.00 GJ D = 28 34 09 PA E ~ 3~aw~y~xi0~
SLOPE: 1.14% CLASS "B" RIPRAP CURVE 5 x~z ~ goUao~~yoz¢w 50' y~F ; z~to~F'?xW~a
PI STA. = 20+gg.12 fYi a OZUZQw~~.~.rG~ y ~ O 5`~g>~~aa~o
RADIUS = 310.00' ARC LENGTH = 384.12' FUTURE o z oaomrt~F~zy~
TANGENT = 221.10' a ~ o >~NWNO~;°~a 1 3 ~ ~~W~g~o3~=N
~o CH. BEARING = N75°03'32"E DEDICATED N ii ~ -zUZ xy0ttw ~ v ~»wg~3mzoo x
titi CH. LENGTH = 360.02' Rt~ ~ = 70°59'44" o ,~wX ~0
w~ F Q
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U ~ ~
40 0 40 80 _H ~ ~
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410 410 = 420 LOW POINT ELEV = 393.72 % ` 1 456
LOW POINT STA =12+22,88 ~j'•. `~i 1' ~Se;' ~ .
PtiiSTA=11+91.93 ~i~ S
PVI STA = 28+27.35 '.35 INTERSECTION: ROAD1 PVI .~.EV = 391.84 i~~~ R P
PVI ELEV = 401.51 51 ELEV: 396,87 A.D, = 4.55 !!!I 1111111 K = 75,00
INTERSECTION: ROAD 2 A.D. _ -2.00 STA: 26+58.59 K = 45.00
ELEV: 396.87 341.08' VC 405 405
90.00' VC N n O
M ~ ~Mj' M M I ~ ~ a c ~ M V N N r m N (0 ~ ON1 ~ ~
PVI STA = 24+13.24 m a + o + O + to ~ M ~ I m a - _ o ~ ~ ~ N N W ~ W ~ V C I`
PVI ELEV = 382.66 • , c; N N ~ N W A.O. - 4,00 Ooio to U U j U j ~ U > j w - ~a1
K = 45.00 0~ > m w W W w ~ ~ m m w C O
m - 1 - rn ~ ~ 410 ~ ~ 4C-.. ~ ~ X
i 180.00' VC I i 4 ~ ~ ~ v ' blo 00 .400 ~ i 0 i O I i, ~ ~ - lp f0
~ 0~ I ~ --r-- - H ~ E
N f0 - 0 oro QPJ i ~ ~1~ , l C~ c a l o ~ ~ __x___ ~ ~ ono
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W p~0 - I U j 1 ~ _ o ~ ~ I 6 ~ RO , -
W W - - - ~ ° O t - a--_~.. PAVEMF - - I I _I ~ c
PVI STA = 21+95.25 ~ ! PVI ELEV = 378,30 ! ~ ~ ~ i i 395 ~ ~ I ; ~ , '395 (q . ~
I ~ I ~ I A.D. _ •3,13 a - ~ - - ~ ' - ~ ~ ~ _ ~ i I ~ dOO
N ~ - - _j. K = 45.00 ri ~ ! I T I . - ' ~ r
+ W - - _J-T_~_~ _ -I-=1~ _ 140.79' VC N M i ~ I I Uo••~n _ , ~ i ~ I i ~ - O ~ ~
W I I _ ; ~ ~ ~ ~ O - ' ~ ~ G~O~N -t-- i--~~ - ! ---r--___~r_.--- ~ ~ , ~ _ _ _ o - ; r--- - O -
m ~N - ~ { ~yJS~ ' 1 ~ ! ~ r2> - ~ '
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N a + m ~ ( I ' ~ ~ I ~ I j I ~ ~ N N ~ M i ~ L_,.1 i ti I r _ j - I _ r_.. _ ~ ~ ~0 I ~ ~ ~ ~
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i ~ ~ I I l ~ ~ ~ I I I j l I j ~ i I i ' ~ I ~ j i l ~ ~ ~ I ~ I ~ I ~ i ~ I ' i 1 385 ~ I ~ i ~ I ~ I ~ I 1385
1 ~ j I ; ; ~ I ~ I ~ ~ _s _ _ ~ ~ i i ._~_._.....~~.1-- T_ ~ l _c_~~ _ ~ - - - - - - i i i I ~ ~_~.I I ~ - - t-- _ - - - ~ ~ I ~ ~ i ' ~ ~ ~ ~ ~ ~ ~ ~ I 1 ` I ' _ _ . I i ; - - ~ ~ i
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i~ I; I ~ ~ ~ l i~ i ~ I; I ~ i I ~ ; ' i i i ~ I i ( ~ ~ I I 1 I I I { ~ i 1 I i ~ ~ ~ 380 I I i I x'380 ~
I ~ I ~ I I 1 ~ i i i ~ i ' ~ + ; ! ; ' ' ~ I ~ ; I i ~ I I i i ~ II I , I I i I I ~ ~~l 1 ~ PIPE 5 ~ ~ ~ I i i { i 390
_.-1__~_.__; ~ I~_~ _ ~ ~ I I I ~ I ~ ; I ; ~ ~ i I ~ I ~ ~ i I ~ i I i ~ I~ ~I I I ~ ~ ~ ~ I i ~ ~ j ~ i , _ _ i ' ~ ~ 1 I It11V IN: 38$.80 ~ -r r._ _ ' i-l-~- - - - - , ; ~ ~ ~ -
I ~ ~ I I I I - _ I i ~ ~ ~ ' - - -~--1-- - - - - r - - _ ~ _ - - I ~ I ~ ' i I ~ - ~ , _ ~ _ ~ - - - ~ w_ IN.V~ UI~ BLBb__ _ ---Ir- ~ ~ SLOPE = 5 56°/a; ~ T I i r -t--... - - J
w ~ ~ i 1 i ~ I ; ; i ~ ; , 3 ~ it ~ i ~ ~ ~ I i I ~ I ~ ~ ~ ~ f ~ I ~ ~ i ~ ` ' i ~ I ~I --7- j~-- , I ~ ~ ~ , I~ ~ I I I - LAS 8-,RlP P ~ ~ ~ ' - - - - __I-------- - - - ~ _ ~ ~ r _ LLl - r-- I _ _
. ~ i I ~ I ~ ; I I ~ I I i r ~ ~ i i~ ~ ! I - I-___ I I ~ S~~TA:41+20.00 ~ ~ I ~ - ~ Z ~ ~ ~ I ~ 1 ~ ~ ~ ~ i
] ~ I I ! i I ~ ( ~ ; I ~ I i ~ ~ ~ ~ ~ ~ ~ I f i ~ ~ ~ I I ~ i ~ I 0 ~ IL
i I ~ ~ ~ ~ ~ I I I ~ ~i I I ~ i I i~ i I i ; ; i I ~ ; i ~ 1 I I ; 1 I I I I ~ I ~ I I I i { ~ 375 ~ ~ ' _ I i ;375 QN I
I I ~ I ~ PIPE #4 ~ _ _ ~ i ~ ~ i I ; ~ t i - --i- - - - ~ i ~ I i ' ~ - -I- - - F___ . _ - - _ - ---i- i ~ I I i I ' 1 ~ I ~ ~r i r f-
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i i INV. IN: 373.0 i ~ ~ ! I I r-r i ~ ' _ i , I , i i I I i I ~ ~ ~ I ~ I I - - ~ - _ i r ~ i - r__r - - - ' _ ' ~ ~ ~ ~ ~ ~ ~ I
..-INV,oUT37 5o-t- ~ _J I-- _w. 1__. I i - - ~ ~ I ~ I _j I ~ I _ _ r_ _ L_~ ! I I i ~l i + ~ ----f~ - _~-a- - -1- ~ i r I ~ I ~ ~ ~ i ~ I ~ I - Z W 3 J
l i sLO E: t1a ~ I I ~ I I I I ; ~ i I ~ i ~ I ~ E ~ _.i I ~ ; ~ I ; ; ~ h ~ ~ _ i i ~ I ~ __L_. I ~ ~ ~ I ~ ~ ~ I . ~ - - _ I ~ p. _ a ~ I I ~ DAP' LIZ6R' ~ I i I I i i ~ 1 ~ I ~ ~ H L!- ~ ~
i l l i I I I ~ I I ~ ' ~ ~ I I ( ~ ~ I I i ~ ; ~ i i ; ~ ; ~ ; ~ ~ ~ ~ ~ ~ I ! I I I i ~ L_~ L- I U I 0 370.00
380 w ~ ~ Q 0 -J H Q
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a ~ PROJECT N0.
h-1 0 ~O~ 22+00 23+00 24+00 25+00 26+00 127+00 28+00 ~ 12+ ro 04 -073 °.,55J 10+00 1 29+00 13+00 141 PROFILER: AVALONY SCOURT ~40F8
PROFILE -TURQUOISE LANE-
~~HO 1" = 40'
HOR: 1"=40' VER: 1 "=4'

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SCALE• 7" = 40 c w
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4 ° o 0 0 40 80 r,
29 c7 z
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PI STA. =13+36.43 RADIUS = 3;!4.07'
3 0 ARC LENGTH = 305.80' ~ W CURVE 9 r I- ~
TANGENT=164.55' LOCAL RESIDENTIAL ROAD CH. BEARING=S83°02'21"W 5~' PUBLIC RMI PI STA. =19+87.65 Q RADIUS = 677.64' I-
CH. LENGThi = 295.23' LL ARC LENGTH = 343.63' 2 =
~ = 52°26'46" TANGENT 175.59' 2 6 CH. BEARING = N56°57'47"W ~
CH. LENGTH = 339.96' Q
16+00 17+00 , w 18+00 19+00 20+00 0 = 29°03'16" ~
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STA: 15+77,25 INV, IN: 392.00 t7 a gW ¢ ~omz¢ 23 x~z o Woc~i~o~d yo¢W "Op "C~7~E z o~~Nr-zy=~rcF
INV. OUT: 387.50 a ~ z~LLF~O I-ZU YW WJ<
aX~O SLOPE: 7.03% 1 CLASS "1" RIPRAP ?3x3 a. ~ ° 5~¢g>j~aa~o r2j ~ z oaox~~~ozyF
15 U 0 QaiNZNOa'>~Wz WZ_ d U °mo5 x
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PVI STA = 17+51.19 ~ ` ~ ,•~I ~i ~ ; • ~ i PVISTA=22+91,63 M ~ •9 ;
410 PVI ELEV = 402.25 PVI ELEV = 427.86 ~ N - SEAL •
A.D. = 2.88 410 435 K = 45.18 m A.D. _ •2.53 + N 435 " M~ 1 4 6 :
M ~p M K=45.00 ~w ~ 22 ~ ~ ~
130.00' VC ~ o a U ~i~ ~ 113.81 VG w w ~
P~ END OF PAVEMENT ~h 1 ~ I I 111111111
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BEFORE YOU DIG! PROJECT NO.
CONTACT nNF-CAI I CENTER
1-800-632-4949 00 15+00 16+00 17+00 18+00 1 20+00 I I I I I I
+ +00 21+00 22+00 93+0n 24+75.39 40-073
DRAWING NO.
PROFILE ~ AVALONY COUR
~URT J111% 5 OF 8
H OR: 1 " . 1 11 41 = 40'

VICINITY MAP m m
EROSION CONTROL SEQUENCE ~ ~ m Y Y
1.OBTAIN GRADING PERMIT. OBTAIN APPROVED SET OF CONSTRUCTION DRAWINGS. KEEP A COPY OF BOTH ITEMS ONSITE THROUGHOUT CONSTRUCTION. z. coNTACT EROSION coNTROL oFFICeR ar (slsj7sldsoo FoR oNSITE PRECaI+sTRUCnoN coNFERENCE. TEMPORARY GRAVEL 8 RIPRAP FILTER-BERM BASIN TABLE 2~,
3. CLEAR ONLY AS NECESSARY TO INSTALL THE EROSION CONTROL DEVICES SHON?J ON THIS PLAN, 3LE p p W
4. INSTALITEMPORARYGRAVELCONSTRUCT10NEAITS. ALL CONSTRUCTION TRAFFIC MUST EXIT THE PROPERTY AT THISLOCATION~ DRAINAGE TC I1O MIN. REQ. SURFACE AREA MIN. REQ. P 5. INSTALL ALL SILT FENCES. CHANNELS ~ N Q MIN. REQ. PROVIDED VOL DRAINAGE DITCH o o ~
6.INSTALLALLLEVELSPREADERS. SEED AND STABILIZE THEM. BASIN AREA Cc (MIN) (INIHR) Q10 (CFS) SURF, AREA(SF) PROVIDED(SF) STOR. VOL.(CF) & T. INSTALL ALL TEMPORARYGRAVELANDRIPRAPFILTER-BERM BASINS. INSTALISILTFENCEBELOWASSHOWN, PROMPTIYSEEDANDSTAEtlIIZEAROUND I BASIN 1 0.29 AC 0.75 5 7.5 1,63 711 768 522 16 TOR. VOL.(CF) & DIMENSIONS CHANNEL AREA (AC.) Cc 010 (CFS) SLOPE WIDTH LINING M N
DAM AND ExTERIOR OF BASINS B. CONSTRUCT AND LINE CHANNELS. SEED ANDSTABLIZETHEM. BASIN2 0.26 AC 0.75 5 7.5 1.58 687 766 504 16 522 16'x48'x3' = 2,304 CF A 7.98 0.25 15.0 2,0% 2' SEED NORTH AMERICAN GREEN S75 504 16'x48'x3' = 2,304 CF ° WILTON ~
9. CONSTRUCTALL PERMANENT CHANNELS INDICATED. LINE THEM WITH NORTH AMERICAN GREEN LINERS PER DETAIL. REFER TO GRADING PLAN FOR FINISHED BASIN 3 0.26 AC 0.75 5 7.5 1.46 638 675 468 15 CHANNEL CONTOURS. INSTALL TEMP. CHECK DAMS. _ B 0.28 0.75 1.60 2.0 /a 0' SEED NORTH AMERICAN GREEN S75 NC 56 f- 468 15'x45'x3' = 2,025 CF C 3.56 0.28 6.70 32% 0' SEED NORTH AMERICAN GREEN S75 0 Z
10. CONTACT EROSION CONTROL OFFICER AT (919jT91-0200 FOR ONSITEINSPECTION. BASIN 4 0.21 AC 0.75 5 7.5 1.18 515 566 378 14 11. MAINTAIN ALL EROSION CONTROL DEVICES UNTIL INSTRUCTED OTHERWISE. NO DISTURBED AREA IS TO BE LEFT WITHOUT PROTECTIVE CJVER (MULCH _ BASIN 5 021 AC 0.75 5 7.5 1,18 515 568 379 14 378 14'x42'x3' = 1,764 CF o Z W D 0,23 0,75 1.30 3.2 /0 0' SEED NORTH AMERICAN GREEN S75 SITE !n ~S
OR STRAWRACK) FOR MORE THAN 15 WORKING DAYS OR 30 CALENDAR GAYS. 12. GRADE THE ENURE SITE PER THE GRADING PLAN. INSTALL ALL STORM DRAINAGE AND RIPRAP PER THE GRADING PLAN. PROMPTLY INSTALL INLET / BASIN 6 0.16 AC 0.75 5 7.5 0.90 393 432 268 12 318 14'x42'x3' =1,764 CF E 1.09 0.28 2.30 4.5% 0' SEED NORTH AMERICAN GREEN S75 N 268 12'x36'x3' =1,296 CF o 0 ~ Z
PROTECTION ar ALL ONSITE SroRM DRAwacEINLETS. ° ~ ~ ~ BASIN 7 0.51 AC 0.75 5 7.5 2.87 1,250 1,323 918 21 13. PREPARE ROADSUBGRADEWITHPROPERSOILTONCDOTSPECIFICATIONS,COMPACTT09B %STANDARDPROCTOR.PERFORMALLPAVINGPERPLANSAND / BASINS 0.35 AC 0.75 5 7.5 1.97 F 0.21 0.75 120 4,5 /0 0' SEED NORTH AMERICAN GREEN S75 918 21'x63'x3' = 3,969 CF G 5.20 025 9.60 5.0% 0' SEED NORTH AMERICAN GREEN Sl SR 1705 ~ 0 5 U } ~
858 667 630 17 NcoorsPECIFICarIONS.coMPLETECONSwucnoN. ~ .y BASIN9 0.36 AC 0,75 5 7.5 2.03 883 972 648 18 14, FINE GRADE, SEED, LIME, MULCH, AND STABILIZE ALL DISTURBED AREAS. 630 17'x51'x3' = 2,601 CF H 0.16 0.75 0.90 2.0% 0' SEED NORTH AMERICAN GREEN P300 F- 648 18'x54'x3' = 2,916 CF ° F- -
15. WHEN THE SITE IS STABILIZED, AND VEGETATION IS ESTABLISHED, CONTACT EROSION CONTROL OFFICER AT 919471-0700 FOR ONSITE INSPECTION. \ ~ BASIN 10 0.38 AC 0.75 5 7.5 2.14 932 972 684 18 OBTAIN APPROVAL. \ BASIN 11 0.60 AC 0,75 5 7.5 3.36 1,471 1,568 1,080 28 I 2.88 028 6,00 1.25 /0 0' SEED NORTH AMERICAN GREEN S75 r~- Z W 684 18'x54'x3' = 2,916 CF J 0.27 0,15 1.50 1.25% 0' SEED NORTH AMERICAN GREEN S75 ~ 4'
18. REMOVE ALL TEMPORARY EROSION CONTROL MEASURES, INCLUDING SILT FENCE, INLET PROTECTION, AND SEDIMENT BASINS. FINE GRADE,SEED, AND STABILIZE THESE AREAS ASNEEDEO. SEED AND STABILIZE ANY REMAINING DISTURBED AREAS. BASIN 12 0.76 AC 0.75 5 7.5 4.39 1,912 2,026 1,404 26 1,080 28'x84'x3' = 4,704 CF K 6,06 0.25 112 4.75% 2'-4' CLASS "B" STONE Q 0
17, WHEN THE SITE IS STABILIZED, AND VEGETATION IS ESTABLISHED, CONTACT EROSION CONTROL OFFICER AT919.571~700 FOR ONSITE INSPECTION. osralN FINAL APPRavaL. TAIL. TEMPORARY GRAVEL I r ~ ~ SEE DE ~ U 1,404 26'x78'x3' = 6,084 CF L 7.56 025 14,0 4.75% 2'-4' CLASS "B" STONE LL J
/ & R PRAP FILTER•BERM BASIN / tM BASIN M 14.23 0.25 29.2 525% 6' CLASS "B" STONE = J
~ ~
TOTAL DISTRUBEDAREA = 7.82 AC. / PIPE SIZE CHART Q Z NOT TO SCALE 0
/ i ~ / RIP RAP ,i / PIPE SIZE LENGTH SLOPE Q10 (CFS) V10 (L x W x H) CLASS RAP CLASS ZONE ~ C7 NxH)
/ 1 24" 60' 1 ° / / ,00% 10.85 6.2 12'x6'x1' B 6' x 1' 8 1 t0 M N ~ O
} ~ ~ 2 24" 44' 1.14% 8.10 6.0 12' x 6' x 1' B .6'x1' B 1
\ / 1 3 54" 56' 0.89% 102.82 11 36' x 13.5' x 1.5' 1 LEGEND t ~ 4 24" 44' 1.14% 12.39 6.7 12'x6'x1' B 3.5' x 1.5' 1 2 6'x1' B 2 w w
r / ' f - ! 5 24" 72' 5.66% 924 11 12' x 6' x 1' 8 6'x1' 8 2 y0 ~zm~~x ~ mz oowSaY
1 DETAIL REFERENCE FLAG ~ ~ ~ r 6 24" 64' 7.03% 15.02 14 20' x 6' x 1.5' 1 nr r r / ~~~DETAILNUMBER / 6'x1.5' 1 2 a W ao~ ~~aQm m
~ ~---accSHEET # DETAIL IS LOCATED / ~ \ l PROPOSED CONTOUR ~ ~ ` O W YUOU~JCJO Z ~UZ ~ ~ 0 <C~H a~wO~F
37o r'~ LIMIT OF GRADING ~ ~ ~ ' / ~ ~ ~ ~ OmLLU~T2 -iW ©~'z ~ w=o sa~~oN~
-370 EXISTING CONTOUR i ~ ~ ,i ~ ~3~~ ~ / ~ ~ LEVEL SPREADER CHART C ROOF DRAIN CLEANOUT ~ ~ ~ / / / . LEVEL ~W ~ 3~a~~3~rcio~ x~(7 a gWFaa~~om~Za
PVC ROOF DRAIN PIPING i ~ ! ~ , / . ~ _ SPREADER LENGTH WIDTH 1 n - Q( Q) (1% MIN. SLOPE ON ALL ROOF DRAINS) ~ I ~ / / / r' ~ ~ ~7~z z o~FVw,~zumi=zrc~
/ / ~ / ~ / ~ 1 125' 5' 9,68 DIRECTION OF DRAINAGE i ~ / / / ' a 3 oc~~ioz~u~'.~~o w v0i ~ FF g~i~maazo
b ~ \ ~ / / ~ / / 2 38' 5' 2,86 Q SEE NOTE #5 REFERENCE FLAG ~ ~ / ~ / ~ ~ 3 16' 5' 1.18 / 0 oao~rc'moz~F z ww~U~~Oma U ~ QwZZOOa;aWCmi
DA DRAINAGE AREA / / ~ ~ , u,o3 x NZU2Z==YOCW
0(10) TEN YEAR PEAK STORM DISCHARGE / / / ~ / , t»w5~3mzoo
15"RCP REINFORCED CONCRETE PIPE ~ ' / j p ~ i ~ 1.0% o / / Q- ~ ~ ~ j @ AT 1 GRADIENT OF PIPE - ~ O / t ,
i r ~ , 350.75+ PROPOSED SPOT ELEVATION ~ / ~ ~ ? / / / ~ ' ' / J ~ 0
FFE=382.00 FINISHED FLOOR ELEVATION ~ ~ ~ - / ~ / / ~ ' / a ® \ / W ~
~ / , ~ I ~ f l ; 1 ~ / l.`~ HP HIGH POINT / ~ / / ~ I ~ _ ~ / / / i ~ / / ~ i~ i '"'-i ~ O N O ~ N
BC BOTTOM OF CURB ELEVATION ~ / ~ _ U ~ N ~ ~ ~o
TC TOP OF CURB ELEVATION / / / ~ 111 , ' ~ ~ - ~ / ~ " - ~ / ~ / / r / / / / I ~ / ~ / / / i / / / ~ / i / RIM RIM ELEVATION / ~ ( / / /
~ ~ ' PIN~1836-00.1Y51 / ~ - i / / / INV. INVERT ELEVATION / , l V / l ~ ~ / ~ i ~ / ~ / ~ / ~ ~ ~ v
~ / / ~ ~ y ~ A ~ ~ REC. NOy16384/ /i / / / ~ / ~ ' DRAIN INLET WITH TEMPORARY INLET / ~ ~ i ~ ~ A ~ _.~LIDY~G. WALLA / / ! ~ ~ % ~1V 1j~~ , % ~ ~ W ' ~ ' ~ ~ a a'
PROTECTION AT ALl DRAIN INLETS AND ~ / i / ~ ~ / / J ~ % ~ / / ~ ~ i CURB INLETS ~ i ~ ~ 1 / ~ ~ A ~ DB~52f9~ ~ ~ / ~ ~ / / / / / / / / / ~ W
~ 1 ~ / I ~ ~ ~ _ ~ % ~ / ~ ~ / ~ / F-PROPOSED TREELINE CLEARING LIMIT ~ ~ ~ / ~ i 1 ~ \ ~ ~ ~ ~ i ~ / ~ / ~ / ~ / / / ~ l r- ~ ~1PE ~4 ~ / ~ ~ ' ~ / ~ / % / ~ ~ / ~ ~ / ~ Q ~ ~ ~ ~ i / ~
EXISTING TREELINE % i l ~ / / / / , ' ~ j ~ ~ ~ / / / ~ / / ~ / / / / ~ L`ENG H I 1 W,m/ ~ ~ l l~ ~ I / / / ~ w ~ y
/ INV~IN~3 2. ~ / , ~ / ~ ~ ~ ~ ~ ` ~ ' , ~ ~ ~ U U z b ~ / ~ INV. u: 7.5~ ~ ~ i ~ / ~l iJ ~ ~llll~ ~ / ~ ~ ~ ~ ~ ~ ~ Wo
ON i i / ~ I ( I / / ~ / / / / ~ / / ~ ~ ° ~ ~ i; i ~ j / ~ ~ ~ ~ , oa oa m sLOP~: I,1 11 i, ~ l I r ' 1 I r I I C I l o a n ~ ~ ! ( ~ ~ ~ ~ I a~ U:
SEDIMENT BASIN ~ ~ / - - ~ ~ ~ / / , ~ ~ ~ / ~ ~ I ~ I ~ / / i ~ c~9 I I ~ i ~ a ~ a o Y ~ ~ ~ / ~ ~ i / -CLASS RI i F~iA \ i I i i
¦ ~ _ ~ ~ 1 r ~ , ~ i / l l ~ ~ r ~ t , t 1 1 ~ ~
- - - CONSTRUCTION LIMITS / ~ ~ ' / ~ ~ ~ ~ ~ ~ ~ t ~ I ~ ~ ~ / t / / ~ ~s~ ~ ~ ~ , i ~ l ~ ! - ~ ` ~ ~ i f / - ~ ~ / ~ i { I ~ l ! ~ i
ROCK CHECK Wl SILT BASIN ~ a8 ~ ~ ~ ~ ~ ~bo- - ~ A ~ V ~ ~ r , ~ ~ / ~s~% ~ ? / ~ / ~ ~ \ V I I I I ti
o v v ~ ~ I I/ JUTE MATTING O~ ~ i ~ ~ ~ / / - ~ ~ y \ ~ ~ I ~y1
/was-~~~ / ~ / / \ ~ I ~ ~ I ~P v ~ ~ / r 1 yF ~ vv ~ ~ ~ LIMITS ~ .4~ I ~ , ~ ~ ~ ! a ~ / ~
STORM DRAINAGE ~ Q ~ - ~ ~ ~ ; , - \ ~ / \ ; i ~ ~ F - ~ ~ ~ ~ ~ ~ i ~ SEAL ~ - v ~ ~ _ ~ I ~ - - C° / I W t ~ ~ o~ 9q V A ~ ~.Q~ ~ ~ ~ T ca `t ~1
t~ ~ - ~ ~ 1 , SILT FENCE OUTLET F p-F - % , ~ / i ` , / ~ \ ~ . ` ? ~ \ i \ / i 3Z ~ ~ SAN ~ Q I ~ - n i 1 - i ~ - - ~ 46 r -
~P ~'S ~5 ~ / ~ ~ / / ~ , - ~ , ~ \ ~ ~ Ci ~ v~ i ~ 1 ~ 1 P _ , . - . . . _ G~ 15 PROTECTION _ _ - ' ~ 1 ` \ ~ 3 d 0
,~P P~/0~ ~P / V / / _ , ~ _ _ _ ~ \ „ ~ -SF- SILT FENCE g0 ~ PS~~ ~ 3 PIPE~4 ~ ~ ~ , 'I , ~ '~kl _ _ ~ \ ~ ~ ~ \-9 i ~
~ " V ~ \ i ~ 24" RCP ~ ~ ~ ~ 0~~.~'~-' ~ ~ i / _CLEARING IPE ~1 \ ~ ~ r ~ ~ ~ ~ \ ` ~l
TEMPORARY SILT DITCH (TSD) ~ \ \ , / ~ / ~ LENGTH - 44 ~ 4. \ ~ \ \ 'l' ~ ~ i \ ~ ~ / ~ INV. IN: 37300 ~ LIMITS - 24"1~Cp ~ f ~ 1 ~ _ _ , I _ ~
e o ~ ~ ~ ~ ~ ~ / ~ INU. OUTI 372.50 LENGTH = 72' ~ ~ ~ o e PIPE INLET PROTECTION 0 ~ / ~ ~ / H ~ ~ 0 0 Q• / \ / SLOPE ='1.14% HANNE~ _ ' ~ INV, IN, 385.8' ~ LIMITS CLEAf~ING ~ / / / . _ TEfu1P CHECK` ~ `L' \ \ _ ~ ~ ~ ~ 1- - ~ _ GA4 \V ~ _ ~ = LIMITS ~ / o/ / ~ / / / - _ _ _ -DAM- ~ - ; ~ ~ ~y~~ V ~ ~ - - - ~
0 0 ~ QO ~ / / ~ - ~ i ~ ~ ~ C 75 ~ 2 ~ ~ / , G~ ~ INV. OUT: 1 ~ ~ ~u~ / ~ CLASS "B" RIPRAP NA 38 ,8 / a i i - ~ ~ o - _ s ~ \ \
~ ~ \ V i / ~ ~ ~ _ ~ SLOPE = 5.5°/, ~ i ~ ~ ~ ~/3 I / ~ ~
v 3~7 / cLA~ ^B^ RrnRA ~ / / \ ~ z.~ ~ / i l ~ ~ l ~ ~ A ~ ~ ~ / - ~ ~ y / ~ ~ / / ~ / ~ / / / / _ - _ _ = F ~ ~ L to
/ \ / I i / ~e ~ - / ~~~'l/ l I \ ~ v 1 ~ / - I / ~ ~ ~ ~ ~ - - - ~ ~ _ ` / I / ~ t ~ l / ~ ~ % _ - - - _ ~ ~ ~ , ~ C M
\ ~ 1 PIP #3 (STR A / ~ / ~ / , , ~ x /
9 X54" MPW/ EA WA / ~ ' ~ B ~ / / / i V9~,q ~ iLEN TH~56' ~ / ~~/y 300 ~ / /
/ ~ A INV. ~N: 357.5~a ~ P 9~ l NAG P o- - / ~ ~ i / d0 3 ~ G 0 I 5
,a7 I \ ~ ~ ~\0 INV. UT:~357.05 i ~ O P~ ~ ~ / ~ - " ~ s / ~ - _ ~ ~ LO E: 0:89 ~ ~ ~ i
. \ ~ \ CLASS "1a RIPRAP ' i ~ ~ '
v3` V ~ ~ ~ I ~ / / ~ / ~ 0.,\ 0 55 / ~ ~G / i i \ \ i ~ i
I ' ~ I ~ ' - ~'ip F ' V ~ INLET P ECTI N (TYFY.f / / / ~ V ~ `-\356 ~ A ~ LEV L~ / - V9,~~'A, SP DER#3 ~d~ / _ / / % / / / / ~ ~ i ~,~a / , i' ~ \~V~ NO / V \ ~ _ ~ ~ ;f~Op ~
~ i \ /,AAA ~ ~ ~ ~ I / ~ / i / / ~ t ~ - ~A~, ~ I ~ ~ i i / ~ N M / . / a \ ~ ~ ti \ i
~ o ~ o ~ / / ~ / / / i I I ~ p\ ~~',~o , 6 ~ ~ / ~ , _ ~ M C
~ ~ , , ~ ~ ~s , AFB ~ ,F~ ~ ~ ~ 1 Z,POQ - ~ ~ ~ ~ ; ~ , / , , ~ l ~ ~ ~ ~ ~ ~ v ~Pl 1 I / - / ~ / ,l / /
1 1 ~ i ~ -,3~~ ~ ~ ~ 1 i 1 ~ ~ ~ / / / ~ , ! ~ l l 39 ~ ~ ~ ~ I I 1 / ~ /
/ ~ v~~,, ~ ~ ~ / l / / / / I ~ v I ~ ~ ~ ~ 1 ~ ~ vsAv ~ ~ ~ I / . / / / / ~ / r 1 i ao~E
~ ~ ~ / a ~ vR ~ ~ } . ~ i ~ / . / l ~ / ~ o i ~ wa I ~ `9 % / / / ~ U~ / l ~ , ~ t i , , ~I ~ '
~ ~ ' ~ ~ ~ t i / j ~ i ~ ~ I ; ~i / / / ~ ~ ~ ~ O_.- ~ ~r f ~ ~ ~ ~ / / ~ / ~ i i / _ / O_0
a z ~ ~ 1 I p v, I ~ ~ / / i/; ~ / ~1 - / / ~ ~ ~ - ~ ~z> / i ~ , l) I ; ~ 11 ~ ~ ~ ~ ~ _ _
~ / i / ~ g ~ IPE 2 ~ \ ~ ~ \ ~ ~ ~ / / ~ / i / / ti Q , ~ _ _ a~ 1 LEA L 1 ~ ~ ~ ~ ~ / / / / ~ _ ~ ,
/ LEN TH 44/ V ~ i ~ ~ / / , i ~ b a ~ ~ ~ ~ ~ ,1 ~,SPR ADER~ ~ ~ ~ ` I I ~ ~ / / / h INV. IN: 365,0 ~ `fir 1 ~ ~ ~ / ~ / . _
/ / / ~ ~1 ~ ~ ~ ~ ~ ~ ~ ~ / / t / / / I J INV~ OUT: 365.8 1 ~ ~ , / ~ / ~ , , / ~ ~ , I ~ / ! ~ j / / -
„ 11 / / l ~ I~ ~ I ~ C SS B RIPR~P ~ ~ ~ I ~ I / / ~ ~ ~i ill ~ ~ _ ~ _ _ _ _ / / / ~ i ~ _ _ -
t I ~ / ~ ~ I ~ - ~ I ~ / / l / ~ A' "g~, ~ 1 1 ~ l ~ l! / I I, ' / ~ / i I ~ ~ y ~ \ I ~ ~ / . 1 eft / ~ _ -4~ ~ ~ ''s. ~s A ~ ~y ~ l i f ~ ~ P.IN: 1~3s,6 . -026 , ~ / . i / ~ /I ( ~ ~ _ ~ ,
oc , ~ ' v - 2 ~ a b ~ I i ~ ' ~ ~ J~ I ~ ~ ~ ? ~ ! / , RECINb~, s 1 ~ / ~.0'26~ . ~ ~ ~ ~ ~ N - ~
, ; ' Q / ~ i , ~ ~ ~ ~ ~ ~ ~ ~ 1 ;n ~ NANC'~ ~ ES"TYiAFfRIN TON/ iS"THAFfRINC7TON~ ~ / ~ V A ~ , _ - ' - ~ ~ - -,q A -0E.
tl`,, - ~ • ~ APO ~ ~ ~ ~ \ ~ \ ~ $ 4 ~ ~ D& 1k l7A I / l l ~ / ~ / v _ , _ _ ~ ~ ~ - ^ - - - _ - . L.L
2 - ~ / - O P ~ V ~ ~ ~ \ ~ n ~ ~ ~ gg ~ ~ , 1 ~ ~ / - - ~ ~ y ~ ~ ~ i o ~
i `fie ~ i CkEAF;ING ~ ~ / ~ 4 ~ ~ ~ ss ~ , \ \ \
~ 0~ \ ~ ~ \ V ~ ! ~ ~ \ ~ ~ I ~ - I "V ~ ~ „ ,,..-q ~ ~ -AGB- ~ W U ~ \ ~ \ ~
MPS / I ~ ~ - . CHE~~K , , _ i P Q ~ ~ ~ ~ AM ~ I / G O . ~ V ~ ~ y / I ' I ~ PIS#.1_ , ~ _ P ~ \ ~ sg~ ~ _~q _ \ I ~
14" RCP ~ I ~ ~ / ~ \ ~ I ~ A ~ r i~ I Z
i I ~ IEf~GTH-80' ~ , P t~ 5' - J A ~ \ ~V A A I ~ I G~ ~,1 ~ ~ ~ i A i
1. / V, N. 364,00 ` G _ / ~ ~ ~ ~ ~ \ A ~ INV, OUT: 363.40 ~ ~o~ ~P - ' ~ i ~ ~ ~ ~ ~ ~ ~ \ 0 U
I I I ~ 5 0 E 0% / f ~ - ~ ~ ~ ~ ~ ~ ~ ~ A W W
. LASS B RIPRAP , - ~ - ~ 3 ~ l I / r ~ ~ ~ ~ W J
~ ~ 5 / / , ~ ~ ~ \ ~ fin- - OZ
' ' / ~ ~ ~ NAG'~7 ~ / , / ~ ~ A ~ A QQ
0 ~ ~ / / ~ ~ ~ ~ ~ ~ I ~ ~ ~ _ ~ .I i ~ ~ . ~ " i \ ~ ~ sus ~ 0 ~ ~ t7 0
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~ ~ ~ ~ \ I , ~ / + ~ , ~ ~ ,~Q- pRp p Y J z
I ~ ~ ~ ~ IN: 1836. 60 4309 ~ ~ ~ ~ ~ ~ / / rgB4' ~ ~ " ~ g ~0 T~'P,~ Z W ~ Z
~ P - / ~ ass. ~ ~ REC. NO : 21 5 , / i y9~ ~ ~ ~ 0~ OJ o 0~ LL ~ Q
~ ~ / ROBEP,1`~~Jyy / _ 3~ , _ , y~ ~ / f~OSEfiIARY tV~~SM(TH _ _ - / " ~ 2 a v ~ (A ~ to ~W y W~~ 00
1 \ ~ / ~ ~ ~ ~ v ~ ~ 1~ ~ / ~ 1 / ~ / - ~ Qz nm 0 J ~
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I i ~ I ~ / ~ / - i _ CA LE.• 1 1 ~'i~ PROJECT N0.
PIN:1186.00.Ob•5155 / litl-UKt YUU Ulu! 04-073
106, 0 1 200 I RE d. N .:21926 X\1 CONTACT ONE-CALL CENTER
ANTO 10 MANIA ' D13:78 /692 i PIN: 1836.00-05-6063 , 1-800-632-4949 DRAWING NO.
REC. NO.: 21927
J BOBBY LEE & JANIS L. WRIGHT DB: 8271327 ~ 60F8
06

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m
INSTALL ROCK OUTLET AT LOW POINTS ALONG LENGTH ~
SILT FENCE, AND IN LOCATIONS SHOWN ON THE PLAN. Q
FOR EROSION CONTROL PURPOSESSS "8")STONE NOTES: NOTES:
SEDIMENT CONTROL STONE SHALL 9E N0.5OR N0.57 4-B" Diameter Riprop 8' OC MAX '-1 0 C` 3
NCDOT WASHED STONE. SPnlw% 1) TOTAL DRAT 1) TOTAL DRAINAGE AREA FLOWING 0 1 0 0
SILT FENCE. WITHOUT ROCK OUTLETSHASACAPACITY _ -OVO Oy0 FENCE MAti OF 114 DRAINAGE ACRE PER 100LF FENCE. -III-I • 0 0 0 0 1 MIn' 2c1 .0 „ 0 „ 0 „ ~ FENCE MAY NOT EXCEED 1 ACRE, o
0 Q 0 01-III- SEDIMENTCONTROL STONE SILT FENCF'WITH ROCK OUTLETS AT 100' SPACING HAS I_I (-1).Q Q Q O Q O Q V Q V Q V Q V Q U Q V Q O 0 0 0-= 2) SILT FENCE' ooorlll-I ~T FENCE 2) SILT FENCES SHOULD NOT BE SI
EXCAVATE SMALL PIT SEDIMENT CONTROL STONE ACAPACIT~CF1l2DRAINAGEACREPER100LFFENCE. _ _ ~QQQQQQQQQQQOQOQOQOQOQOQO (L- - _ USED AT PI -III-I I (-I, 0- - - INFRONT OFROCK OUTLET. 0 0 0 0 0 0 I-III- I I- USED AT PIPE OUTLETS OR IN Z 0 ~
SILTFENCE 1 0 0 0 0 0 000000000000_ AREAS OF E ~ ~ I-III-III-n - - 0 0 0 0 0 0 0 0 0 0 ~-III-III-II (CREEKS, D AREAS OF CONCENTRATED FLOW ~ ~ ~ ~ / FLOW OF WATER ~ ~ (CREEKS, DITCHLINES, SWALES ~ ~ ~ ~ ~ Rlp_RAp A -
a a - (-III-III-~OQOQOQOQOQOQ Q Q Q ~ - - - ~G ) - - I , 0 0 0 01-III-III-I - I I ETC.) ~ ~ PST o 0 3 w
SILT FENCE 8 SILT FENCE _ - - 00000000000000000` = _ = ( III-III-III- 1B"MIN. ~ ~ , ~ ~!1 n f1 !1 n Cl fl f1 (Y- I I-) I I-III-I I ~ STORAGE o ~ 3~ EDtMENT o 0
a' MAx. ro TO INCREASE Sl 12" 18"MIN. F nt Uew FVO S ° ° TO INCREASE STORAGE CAPACITI' AND
Exbting Channel Banla PROLONG THE l s' MAx. IS GENERALLY I' PROLONG THE LIFE OF THE SILT FENCE, IT 3 1 0
18"MIN. 12"+!- The downstream toe of the atone filter moat be SEDIMENT PIT IP IS GENERALLY ADVISABLE TO DIG A ~ 3 0 v, SEDIMENT PIT IN FRONT OF YOUR SILT
wider than the top width of the spillway to FENCE WHENEVE I-i proved outflow erod(ng the channel banks. FENCE WHENEVER POSSIBLE. PLAN
12"+!• STRUCTURAL STONE
EXISTING GRADE 12 GAUGE 4"X4" OR 2"X4" WELDED WIRE TAIL DITCH ~ ~ N o
MPO ARY SILT FENCE TE R 2' MIn• Top of Berm or Channel HOOKED ONTO PERFORMED CHANNELS ON FLARED END SECTION (LENGTH AS REQUIRED)
ROCK OUTLET 1' MIn. J 0 U STEEL POSTS. (NO WOOD POSTS) w
J J 0 0 0 0 0 0 0 it L Crest of Spillway RIP-RAP No ~zNLY~I
UP5TREU,1 END OF 1' Diameer Woshed J J n 0~ 0 n 0~ 0 n 0 n c. ~ ° ULTRAVIOLET RESISTANT (BLACK) MIRIFI x W o ~ ° o W ~ ° > ° W aFz~~~wa° FABRIC OR EQUNALENT SECURED TO WIRE ~ w z > W ° w ~ > ~ ~ o z
STORM GRAIN Stone Flfler 1' Thick ~°o°°°o°o°° o OVERFLOW o 0 0 o a 0 0 0 0 0 0 0 0 ,,~o°o°o°o°a° 0 0 0 0 0 0 0 0 0 , ° W/ METAL CLIPS OR WIRE AT 8" OFF ~ ~ o ~ z ~ ~ > z N ~ o LL o
.'o°o°o°o°o° 0 0 0 0 0 0 0 0 0 0 3:1 Slo 0 .'o°o°o°o°o° 0 0 0 0 0 0 0 0 0 0 0 p° ° CENTER. ~FLOW~ E~0 'Q" oWLLCZi~izWawq~
e 1 3 PIPE °o°o°o°o° 0 0 0 0 0 0 0 0 0 0 0 NOTE: ALL PARTIALLY COMPLETED STORM DRAINS ? ~UMETER °ooooooooo°• 0 0 0 0 0 0 0 0 0 0 0 000 o0000~0 0 0 0 0 0 0 0 0 0 0 0 0 0 F"~C7 a g~aw~>°om°a x w~~< 8~,°~w
SHALL BE PROTECTED AT THE END OF p, e• ooooooaooo° ~0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 EACH DAY IN ACCORDANCE WITH THESE p, ~ n n n n r ~1 n n n 0 0 0 0 0 0 n n n n , M ~~z i oi~U~Z°=ww ° AX. SEDIMENT STORAGE LEVEL REMOVE SECTION v,H Z,~o~-~'x~~~
DETAILS. ?e • > 0 0 0 0 0 0 0 ' Cutoff troneh ba 0 0 0 , 1' Mfn. ~ A ° SEDIMENT WHEN THIS LEVEL IS REACH FILTER FABRIC ~ z v z ° ~ ~ LL ~ < o ° ED OR a ~ ~ ~E~Sw~Naazz AS DIRECTED BY CONSERVATION INSPECTOR. RIPRAP A 0 o a ~ W o z
ck}Dled wRh/ ~ n0 0 0 ' ' ? p • • ` atone to tie filter into n r O ~ 7 ° exist(ng ground and rovent I o ° ° FES z _
BURY BOTTOM ~ Talluro• P M o OF PLYWOOD M ° ° - - ~ y~w~ZyogFx~
2' MIn. I I o ° ~~~w5~F3mioo ° • , _ . _ . _ . _ TRENCH, COVER W/ SOIL & TAMP BACKFILL.
3/4" EXTERIOR o SHEET DRAINAGE (ONLY)
PLYWOOD 0
r STEEL FENCE .PLYWOOD INLET PROTECTION - - - - - - - - - - - - NATURAL GRADE S E w „ EDING SCHEDULE ~ ~
PosT (TYP.) CARRY APPROX.12 OF FABRIC INTO ~ REVIS - - c°v z ( ED: 1 1 86) ~ ~ ,
UPSTREAM END OF OVERFLOW TEMPO Z RARY CH ECK DAM ~ ~ ° w N o
STORM DRAIN N II II II ~ ~ " Shoulders, Side Ditches, Slopes (Max 3:1 =
II , • II II , CARRY 6" OF WIRE INTO TRENCH. ) ~
ii ' • ii ii ~ 1/3 PIPE II II II > ~ > DIAMETER DAT STEEL POSTS ®8 O.C. MAX..(NO WOOD POSTS) E TYPE PLANTING RATE a ~
•o p' 'D: ° ••e •e w w w ~ z a
ie• ~ ' Aug 15 -Nov 1 Tall Fescue 300 Ibs/acre ~
WASHED STONE FlLTER . • ~p ~ ACROSS PIPE INLET a' 1' MIN. 2' MIN. Nov 1 - Mar 1 Tall Fescue w ~ >
CARRY RIPRAP UP TEMPORAR 3001bs/acre ~ ~ m Y SILT FE NCE & Abruzzi Rye 25 Ibs/acre w w Z w
SIDES OF SPILLWAY I 1 MINIMUM Mar 1 -Apr 15 Tall Fescue o d '0 0_ m Q 300 Ibs/acre ~ ~ ~ 3 ~ p ~ Q
~ ~ ~ ~ MIN, BERM ELEVATION FREEBOARD ~ ` ` HARDWARE CLOTH F Apr 15 -Jun 30 Hulled Common Bermudograss 25 Ibs acre a ~ a ~ o Y ~ Z /
SOW MAX. STORMWATER CAPACITY Jul 1 -Aug 15 Tall Fescue and 120 Ibs/acre
5 WASHED STONE ~ ***Browntop Millet 35 Ibs/acre
STONE FILTER INLET PROTECTION # 3' s MIN. FLOOD STORAGE ZONE ***or Sorghum-Sudan Hybrids 30 Ibs a r \\`~~i~illlliiNii~i / c e ~4
4' MI ~~A N ~ ~.ti
PIPE INLET PROTECTION . NOTES: Slopes (3:1 to 2:1) :9
1.5' MAX. SEDIMENT DEPTH IT A. #1 RIP-RA - SEAL - A. WASHED STONE PAD TO BE 50'L X 25'W X 6"TH MINIMUM. Mar 1 - _
8' MIN IF THE ADJOINING ROADWAY IS WIDER THAN 25', THEN Jun 1 Sericea Lespedeza (scarified) 50 Ibs/acre = • ~ 4 6 ;
BASIN IS TO BE CLEANED WHEN , SEDIMENT REACHES THIS LEVEL 1 MIN. THE WASHED STONE SHALL BE AS WIDE AS THE & 1 0 ADJOINING ROADWAY, (Ivor 1 -Apr 15) Add Tall Fescue •
15' MIN. g, B. TURNING RADIUS SUFFICIENT TO ACCOMMODA 120 Ibs/acre pis TE LARGE Mar 1 - '9 P P~
SECTION THRU BASIN AND FILTER TRUCKS IS TO BE PROVIDED. ( Jun 30) Or Add Weeping Lovegrass 10 Ibs acre ~~~r C. / ~ n iii ENTRANCE(S) SHOULD BE LOCATED TO PROVIDE FOR (Mar 1 -Jun 30) Or Add Hulled Common Bermudagrass 25 Ibs acre
TYPICAL CHANNEL LINER INSTALLATION EXTEND CLASS 1 RIPRAP D MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. /
UP SPILLWAY SIDESLOPES D. MUST BE MAINTAINED IN A CONDITION WHICH WILL Jun 1 -Sep 1 ***Tall Fescue and 120 Ibs/acre
FLOW 10' MIN. PREVENT TRACKING OR DIRECT FLOW OF MUD ONTO ***Browntop Millet 35 Ibs/ocre STREETS. PERIODIC TOP DRESSING WfTH STONE ;**or Sor hum-Sudan H brids ~
WILL BE NECESSARY, KEEP SOME HANDY. g Y 30 Ibs/acre ~
3' E. (3o cm) 1' MIN. FREE BOARD t ~ A E. ANY MATERIAL WHICH STILL MAKES IT ONTO THE Sep 1 -Mar 1 Sericea Lespedeza (unhulled-unscarified) 70 Ibs acre i ~ ROAD MUST BE CLEANED UP IMMEDIATELY. and Tall Fescue 120 Ibs/acre ~ N
~ Sf0 Nov 1 -Mar 1 C ~
NORTH arr ~MeNr 1' ( ) Add Abruzzi Rye 25 Ibs ac - r / re
AMERICAN (156cm) 3' f 3' MIN. ~ ~R C ~
GREEN ry e 2 5 WASHED STONE ( ( 0 # ~ '1P LY ~ ~ v 0 P
15 cm ~I \ ~ ) ~ I~I~I~I~It~I l~~j ~ T X ~~G Consult Conse ~ ~ ~ ~
JO~~ rvation Engineer or Soil Conservation Service for ,n as D' ~
' • • 7 TYP, ' p0 additional information concerning other alternatives for ve etation f C ~ ~ ~
~ SECTION THRU BERM AND FILTER PERSPECTIVE VIEW ~ B. ~ (15 cm) denuded areas. g o ~ ~ ~ M ~ The above vegetation rotes are those which do well under U ~ N as 0 S~- local
~ ~ J ,y/ conditions; other seeding rate combinations are possible. .r ~ 0 QNM
r 3 MP. GRAVE ~ LAND RIPRAP ' UN ~ ***Tem ora ,4? Z M 0
p ry -Reseed according to optimum season for desired permanent ~ •n vegetation. Do not allow temporary cover to grow over 12" in height before Q. ~
r FILTER-BERM BAS ~ - IN • ~ • r (10 cm) J~ mowin ,otherwise fescue ma ` ~ o~ ~
6" MIN g y be shaded out. 0~~~
~ ~ t1 h U~o~cn ~ y,U
~ 5cm-12.5cm NCDOT 5 SEEDIN ~ = 0 a G SCHEDU LE
1 WASHED STONE _ >
X11 1 11 I
NOTES: 6 NOTES: APPLICABLE AT ALL POINTS OF INGRESS AND EGRESS UNTIL SITE IS STABILIZED. FREQUENT CHECKS OF
THE DEVICE AND TIMELY MAINTENANCE MUST BE PROVIDED.
• UPSTREAM END OF g" ` (10cm-15cm • ~ ~ STORM DRAIN
(15 cm) OVERFLOW TE 1.) CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 I TEMPORA NCHES RY STONE C ONSTRUC TION
DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. N
80 ® NOTE: ALL PARTIALLY COMPLETED STORM DRAINS a 1/3 PIPE SHALL BE PROTECTED AT THE END OF ? DIAMETER ENTRANCE EXIT 2.) RIP THE ENTIRE AREA TO 6 INCHES DEPTH.
1. PREPARE SOIL BEFORE INSTALLING BLANKETS, INCLUDING ANY NECESSARY APPLICATION OF LIME, FERTILIZER, AND SEED. NOTE: EACH DAY IN ACCORDANCE WfTH THESE p' • • 'p WHEN USING CELL-O-SEED DO NOT SEED PREPARED AREA. CELL-O-SEED MUST BE INSTALLED WITH PAPER SIDE DOWN, DETAILS, ie' ? • . 3.) REMOVE ALL LOSE ROC
2. " " ~ . BEGIN AT THE TOP OF THE CHANNEL BY ANCHORING THE BLANKET IN A 6 (15cm) DEEP X 6 (15cm) WIDE TRENCH K, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. °
WITH APPROXIMATELY 12" (30cm) OF BLANKET EXTENDED BEYOND THE UP-SLOPE °ORTION OF THE TRENCH. ANCHOR THE ' p ~ BLANKET WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART IN THE BOTTOM OF THE TRENCH. BACKFlLL BURY BOTTOM
AND COMPACT THE TRENCH AFTER STAPLING. APPLY SEED TO COMPACTED SOIL AND FOLD REMAINING 12" (30cm PORTION OF PLYWOOD f - 4, m U APPLY HGRICULTURAL LIME, FERTILIZER, AND SUPERPH UNIFOR ~ OSPHATE Z MLY AND MIX WITH SOIL (SEE BELOW
OF BLANKET BACK VER ) 0 SEED AND COMPACTED SOIL. SECURE BLANKS? OVER COMPACTED SOIL WITH A ROW OF STAPLES/STAKES I I SPACED APPROXIMATELY 12" (30cm) APART ACROSS THE WIDTH OF THE BLANKS?.
3. ROLL CENTER BLANKET IN DIRECTION OF WATER FLOW IN BOTTOM OF CHANNEL. BIANKE'TS WILL UNROLL WITH APPROPRIATE SIDE 3/4' EXTERIOR 5.) CONTINUE TILLAGE UNTIL AWELL-PULVERIZED FIRM Z
AGAINST THE SOIL SURFACE. ALL BLANKS-I'S MUST BE SECURELY FASTENED TO SOI_ SURFACE 8Y PLACING STAPLES/STAKES PLYWOOD IN APPROPRIATE LOCATIONS AS SHOWN IN THE STAPLE PATTERN GUIDE. WHEN USING OPTIONAL DOT SYSTEM", STAPLES/STAKES REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. Y
SHOULD BE PLACED THROUGH EACH OF THE COLORED DOTS CORRESPONDING TO TiE APPROPRIATE STAPLE PATTERN. STEEL FENCE PLYWOOD INLET PROTECTION 0 U ~
4. PLACE CONSECUTIVE BLANKETS END OVER END (SHINGLE STYLE) WITH A 4"-6" (10cm-15cm) OVERLAP. USE A DOUBLE ROW OF POST (IYP.) STAPLES STAGGERED 4 (10cm) APART AND 4 (10cm) ON CENTER TO SECURE BL4NKE7S. UPSTREAM END OF OVERFLOW 6.) SEED ON A FRESHLY PREPAR W ED SEEDBED AND COVER AFTER SEEDING. w
5. FULL LENGTH EDGE OF BLANKETS AT TOP OF SIDE SLOPES MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY STORM DRAIN SEED LIGHTLY WITH SEEDING EQUIPMENT OR CU Ll.l ~ Q LTIPACK ~ ~
12" (30cm) APART IN A 6" (15cm) DEEP X 6" (15cm) WIDE TRENCH. BACKFlLL nND COMPACT THE TRENCH AFTER STAPUNG. n u II ~pN MUST > W G~ L I TY CCb 7.) MULCH IMMEDIATELY AFTER SEEDING AND AN ~ Z O
6. ADJACENT BLANKETS MUST BE OVERLAPPED APPROXIMATELY 2"-5" (5cm-12.5cm) (;DEPENDING ON BLANKET TYPE) AND STAPLED. n '~,ii ii 1 p ,c CHOR MULCH. Q 0 RAT ~ Q
TO ENSURE PROPER SEAM ALIGNMENT, PLACE 1HE EDGE OF THE OVERLAPPING BLANKET (BLANKET BEING INSTALLED ON TOP) EVEN a II II a 1/3 PIPE WITH THE COLORED SEAM STITCH"ON THE BLANKET BEING OVERLAPPED, " II ° ? ~ ~ > • DIAMETER e II II .
7. IN HIGH FLOW CHANNEL APPLICATIONS A AP - .o p • e e; p: ST LE CHECK SLOT IS RECOMMENDED Al 30 TO 40 FOOT (9m 12m) INTERVALS. USE ee ~ , 0 8.) INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAI ~ ~ o RS OR z .
A DOUBLE ROW OF STAPLES STAGGERED 4 (10cm) APART AND 4 (tOcm) ON CENTER OVER ENTIRE WIDTH OF THE CHANNEL, ' w ~ RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF 0 ~ o = Z H'S Z a z ~ m STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING - ? 0
8. THE TERMINAL END OF THE BIANKE7S MUST BE ANCHORED WITH A ROW OF STAPLES/STAKES APPROXIMATELY 12" (30cm) APART AARHED STONE FlLTER ? p+ . ~•b ' IN A 6 (15cm) DEEP X 6" (15cm) WIDE TRENCH, BACKFlLL AND COMPACT THE 1RENCH AFTER STAPUNG. OSS PIPE INLET e •
A ~ ORIGINAL LIME FERTI J ~ ~ c~ U LIZER AND SEEDING RATES. Y ~ z
B NOTE: C CRmCAL POINTS 'HORIZONTAL STAPLE SPACING SHOULD BE ALTERED ~ ~ ~ ~ ~ ~ I z _w ~ Z
IF NECESSARY TO ALLOW STAPLES TO SECURE THE ( ~ ~ HARDWARE CLOTH A, OVERLAPS AND SEAMS CRITICAL POINTS ALONG THE CHANNEL SURFACE, 9.) CONSULT CONVERSATION INSPECTOR ON MAINTENANCE TREATM u. ~ ~ ENT W U o
B. PROJECTED WATER LINE C, CHANNEL BOTTOM/SIDE IN L00`.iE SOIL CONDRIONS THE USE OF STAPLE BEFORE YOU DIG! AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISH ~ u_ N " N ED. w ~ D Q ° 0
A SLOPE VERTICES OR STAKE LENGTHS GREATER TWIN 6" 15 cm) MAY CONTACT ONE-CALL CENTER p .u ~ ~ ~ 1-800-632-4949 * ~ v J 000 ~
B SSARY TO PROP R Y ANCH R ( C 8E NECE E L 0 E BLANKETS. APPLY: AGRICULTURAL LIMESTONE - 2 TONS ACRES 3 TONS a ~ W ( ~
14649 HIGHWAY 41 NORTH, EVANSVILLE, INDIANA 47725 TEMPORARY HnRRFRNn~ ~T' pAnTGrTin~i ACRE IN CLAY SOILS)
FFRTII I7FR - 1 nnn the / erp~ n_, n , n PR°JECT Nn.
U5A 1 -50U-772-204U CANADA _ _ vl Ivy 11IO1..1- 1 1 1 IV I ITV I IVI\ www.nagreen,com wvv 1- / nvnL- - I V I V- IV
ARC FILTER) SUPERPHOSPHATE- 500 Ibs> / ACRE -20% ANALYSIS 4- 7 MULCH -2 TONS / ACRE - SMALL GRAIN STRAW
ANOTHER - ASPHALT EMULSION @ 300 GALS./ ACRE DRAWING NO.
INSTRUCTIONS FOR DITCH LINER
SEEDBED PREPARA
TION 70F8

m
w
5D'-D" Q
NOTE: ~ _ NCDOT RIGHT OF WAY
ADDITIONAL R!W MAYBE REQUIRE
TO ACCOMMODATE TAPERS, TURN ~
LANES, AND MEDIAN ISLANDS. 6 -0 18 -0 6 -O 5 -0
W SHOULDER PAVEMENT SHOULDER DITCH N
Z
70' 50' TAPER 1/4" /FT 1/4" /FT ~ 1' PER FT. - 1 P FT. N
(REQUIRED FOR W LESS THAN 26') 3• oPE w
PE 1 BSI, ~ *5~0
TYPE 1 LEVEL SPREADER (Q10 = OCFS - 5CFS)
POOL POOL CHANNEL 10' SECTION BASEWIDTH DEPTH BASEWIDTH - ~ R=30' SIGHT TRIANGLE * RR IN MAX OP 2 T SL ~ LEVEL 2;1
R-30 30' MIN. A 3' (TYP.) ROLLING 21 D' "
HILLY 1-Y2:1
C 2.5 0.8'
D 2' 0.6' (D ~ ~ M N r- O
TYPE 2 LEVEL SPREADER (Q10 = 5CFS -10CFS) EDGE OF PAVEMENT EDGE OF PAVEMENT
POOL POOL CHANNEL STOP ZLL WWWU1 ~ y0 ~ZZ~~2
SECTION BASEWIDTH DEPTH BASEWIDTH rc2 OOW70~ USE FOR TURQUOISE LANE AND AVALONY COURT w a F Z ~ ~ o < o y
A 5' SF9.5A g 7W o ~~r/~r~~kU'~~N~~LLo N Fi N- GFN~Uf-
B 5' 1.0' ~ 2" OF ACSC SF 9.SA NCDOT SPECIFICATIONS ~ ~ o ° LL ~ ~ > z ~ ~ W ~ ©FZ¢ aW ttC¢ww0a
C 5' o.s' EXISTING ROAD EDGE OF PAVEMENT EDGE OF PAVEMENT D 3 0.7' ~w ~ 3~aW~~~s~o~ n ~,~C7 a SWF°daz~~NOaw
2 8 AGGREGATE BASE COURSE NCDOT SPECIFICATIONS ~ ]z Z o g W N o Z o= W~~ ..v1F ~ z=~o~FNxw=w
TYPE 3 LEVEL SPREADER (Q10 =10CFS - 23 CFS) ~ 0(7=zOZ~wi-~0 ~ ~ZZS~iWNaazZ
POOL POOL CHANNEL NOTE; PERMANENT DRAINAGE EASEMENTS MAYBE REQUIRED TO ACCOMMODATE DRAINAGE BEYOND THE RIGHT-OF-WAY. 0 ~ ~ aaorc~'woz~F V ~ WW=$~~o a
SECTION BASEWIDTH DEPTH BASEWIDTH U ~ ~yNWNa<;FW~ a zZ x,05 = U ~'z~zZi=>oaw
A 10' CAL RESIDENTIAL ROAD ~ w g~ 3 m Z o 0 LO
B 10' 1,1' C 10' 1.0'
D 8' a.7' RECOMMENDED ROAD CONNECTION
0 W
~o ~o
~ N i
W ~ ELECTOR ROAD AND LL NEW LOCAL RESIDENTIAL ROAD OR RESIDENTIAL CO U ~ p ~ i LL ~
m o EXISTING STATE MAINTAINED ROAD WITHOUT CURB AND GUTTER 2 U
ao wZ
~ o STOP CONDITION a ~ W W
~o CHANNEL s Z a ~P 14 ~ Z
BASEWIDTH ~Hf 5 W ~
EXIST LNG GROUND 26' ~ ~ m w w Z w
TOP OF BERM f0 BE 1' MIN. ABOVE N SECTION _ TYPICAL MAJOR I TER o°~ 'oa ~m a
VAR. (.4' MIN.) ~o ~c a~ a~ oY cnZ
2, ~ 2.5' 2.2' ti^
r \\\`~~unwrrrrrr~
9
so• - SEAL
LEVEL SPREADERTHRESHOLD IN BACKGROUt`ID. 4 6
LEVEL SPREADER THRESHOLD. FINE GRADE, LIME, SEED, 8 MULCH ~ ~
SECTION °A~~ CHANNEL, SIDE:SLOPES, 8 BERM. S • ~
LINE CHANNEL BASE 8 SIDESLOPES WI NORTH AMERICAN GREEN VAR. 6'-0" 8'-0" 5'-0" ~,,r p p, 'rr
P300. SEE CHANNEL LINER PAVEMENT SHOULDER
INSTALLATION DETAIL WIDTH WIDTH CL 6'-D" 5'-O" '
W~ 18 i ~ SHOULDER DITCH
~ ~ k.25 O
~N fa ~ ~ ~ k,t6 " ~ c00
W Z +.OB ~ 14 T " ~ ~ / ~ 1 PER FT ra 4! N ~ M
~ O ,0 -0,02 to 0 50' 3• ~ * LpPE ~ S p~
-0.08 C ~ W
POOL GRADE AND COMPACT A LEVEL THRESHOLD. BASEWIDTH 3' '•i8 2'-4' a1 ~
?+~---~?•i SURVEY THRE:~HOLD, TO CONFIRM THRESHOLD ~ X ON N
IS LEVEL ALONG ITS' ENTIRE LENGTH. LIME, _ EXISTIN SEED, 8 MULCFI THRESHOLD. •25 H ~ u- E
G GROUND USE FOR CHANNEL "A" ON TUR UOISE LANE AND ~ ~ ' v Q o
~--DIFFUSED FLOIV OVER THRESHOLD DURING STORMS. ~ ANNELS "K" & "L" ON AVALONY COURT U ~ crv aMO ~ USE FOR ROAD 2 CH ~
POOL ~ 5'-0" -r` o, LNM C
DEPTH SUN ~
- - SPECIAL DITCH ~ Z M ET CUL DE SAC OFFS
FINE GRADE, LIME, a rn~ E
SEED, 8 MULCH LEVEL SPREADER & SIDESLOPES. SECTIONS B , C , & D ~ornE
TURNOUT GRADES U`v~
DRIVEWAY P °o o=~
~s. so•
4' BASEWIDTH P N
1' MIN. 2' MIN.
3~1 1' MIN. 31 CARRY RIPRAP UP SIDES OF SPILLWAY 1' MINIMUM
MIN. BERM ELEVATION FREEBOARD

FINE GRADE SEED 8 MULCH CHANNEL FLOOR 8 SIDESLOPES. ~0{y MAX, STORMWATER CAPACITY m U `~S' Z
INSTALL 10' WIDE NORTH AMERICAN GREEPI S75 LINER, y TION DETAIL #5 WASHED STONE 3' MIN. SEE CHANNEL LINER INSTALLA 25
S TABLISH DENSE STAND OF 3"TALL GRASS. FLOOD STORAGE ZONE ~p ES A vJ
DING SCHEDULE. 4' MI F SEE SEE N Z
6' WIDE TIMBER CHECK DAM. (IF NEEDED TO ACHIEVE 4% MAX, SLOPE,) I( 13.5' 18' ~ Y 0
CLASS "A" RIPRAP 6" LONG X 4" HIGH X 6' WIDE. 1.5' MAX. SEDIMENT DEPTH #1 RIP-RAP FILTER FABRIC 4% MAX (IF NEEDED.) , U C W W
2%TYP, 8 MIN. 4% MAX, BASIN IS TO BE CLEANED WHEN 1' MIN. J 45' W J
2%TYP• SEDIMENT REACHES THIS LEVEL 15' MIN. RAW ~ ~
-t.- 4% MAX. 2% TYP, ~Z QQ
y~~ SECTION THRU BASIN AND FILTER i~ 0 ~ fA ~ C7 J
EXTEND CLASS 1 RIPRAP Z Q
TIMBER AND RIPRAP CHECKDAMS ARE USED ONLY WHERE NEEDED TO UP SPILLWAY SIDESLOPES F ~ n: 35' 6' 5' MIN 0 E-
L SLOPES UNDER 4%. IF THE CHANNEL MAYBE BUILT ~ ~Ow KEEP CHANNE 10 MIN. Z ~ w . vAR ~oN Musr ~ . z_ o
FLATTER THAN 4°/a WITHOUT THESE CHECKDAMS, THEN THE CHECKDAMS 3' ARE NOT NEEDED. ~ A 1L I TY oN,~ J J ~ ~ ,~Q. pRo o Y Z ~
SEE STORMWATER MANAGEMENT TABLE AND PLAN 1' MIN. FREE BOARD * ~r ~ ~o T~ z W ~ Q
FOR REQUIRED LENGTH OF GRASS SWALES, a Sf01MeM o`' of o u. ~ oo W ~ o
3'
L ~ ~ L r Rr 3 MIN. y -rW 2 W~'oQ ~Q QZ nm 0 J ~ ~ O
/ ee NOT TO SCALE. 111 RM #5 WASHED STONE 7 -I ~ V / ~ m ~Ny * a F- LL 1" PER FT. 3;1 SLOPE
/ ~ I~I~
7' TYP. PROJECT N0.
SECTION AA BEFO YOU DIG!
SECTION THRU BERM AND FILTER PERSPECTIVE VIEW
UUN I HL I UNt-BALL VtN I tK
TYPE B CUL-DE-SAC 1-800.632-4949 DRAWING NO. SYMMETRICAL J8 OF 8
FILTER-BERM BASIN