20020782 Ver 1_COMPLETE FILE_20020520

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July 5, 2002
Johnny Watson Builders, Inc.
c/o: Mr. Johnny Watson, President
7419 Highway 64, Suite 109
Knightdale, NC 27545
Subject Property: Tanners Creek S/D, Poole Road (SR1007), Wendell, NC
PIN No. 1773741026
S&EC, Inc. Project No. 01-6436
UT to Lake Myra [03-04-02, 27-38, C NSW]
DWO Project # 02-0782
Wake County
APPROVAL of 401 Water Quality Certification and Authorization Certificate per the Neuse River Buffer Protection
Rules (15A NCAC 2B .0233) with ADDITIONAL CONDITIONS
Dear Mr. Watson:
You have our approval, in accordance with the attached conditions and those listed below, to impact 0.04 acres of
wetlands, 127 feet of perennial stream and 9,318 square feet of riparian buffers to construct the two proposed road
crossings at the subject property. After reviewing your application, we have determined that the stream impacts are
covered by the Division of Water Quality (DWQ) General Water Quality Certification Number 3:375. This Certification
allows you to use Nationwide Permit No. 14 when issued by the US Army Corps of Engineers (USACE). This letter shall
also act as your approved Authorization Certificate for impacts to the protected Neuse River Buffers as required under
15A NCAC 2B .0233(8). In addition, you should get or otherwise comply with any other federa, state and local
requirements before you go ahead with your project including (but not limited to) Erosion and IS,ediment Control Permit.
Also, this approval will expire when the accompanying 404 permit expires unless otherwise specified in the General
Certification.
This approval is only valid for the purpose and design that you described in your application dated May 20, 2002 with
revisions as indicated within your revised site plan provided with the June 5, 2002 letter from S&EC, Inc., except as
modified below. 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 feet stream, compensatory mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval
to be valid, you must follow the conditions listed in the DWQ General Water Quality Certification No. 3375 and any
additional conditions listed below.
Conditions:
1. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable Buffer Rules, and any
subsequent modifications, the applicant is required to return the attached certificate of completion to the 401/Wetlands
Unit, North Carolina Division of Water Quality, 1650 Mail Service Center, Raleigh, NC, 27699-1650.
2. Diffuse Flow
An additional condition is that stormwater shall be directed to flow in a diffuse manner at non-erosive velocities
through the entire protected stream buffers without re-concentrating. Additionally, a stormwater management plan for
this project shall be provided to this Office before any of the impacts approved herein are conducted. The plan shall
Alan W. Klimek, PE, Director
Division of Water Quality
Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
919-733-1786 (phone), 919-733-6893 (fax), http://h2o.enr.state.nc.us/ncwetiands/
Page 2 of 2
specify all stormwater discharge points, plan details, and calculations to indicate that diffuse flow through the
protected buffers as described above will be achieved.
3. 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.
If you do not accept any of the conditions of this certification, 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, NC 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 and the Neuse
Buffer Rules. If you have any questions, please telephone Mr. John Dorney at 919-733-9646.
Sincerely,
95-!?Tx /-Z-
Alan W. Klimek, PE
NC DWQ, Director
Attachment: General Water Quality Certification No. 3375
Certificate of Completion Form
Cc: Jennifer Burdette, S&EC, Inc., 11010 Raven Ridge Road, Raleigh, NC 27587
Steve Mitchell, DWQ Raleigh Regional Office
USACE Raleigh Regulatory Field Office, 6508 Falls of Neuse Road, Suite 120, Raleigh, NC 27615
File Copy
Central Files
DWQ 020782
July 5, 2002
MEMORANDUM
TO: John Dorney Regional Contact: Steve Mitchell
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Tanner Creek S/D County Wake
Project Number 02 0782 County2
Recvd From APP Region Raleigh
Received Date 5/20/02 Recvd By Region
Project Type road crossing
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
14 Stream O Y OO N 27-38 NSW 30,402. 0.04 127.00 ?- ?-
NBR BuffersO Y O N ?-?r-r- 30,402.. 0,21 F_ F_ F_
moo'' oN ?F_ F_F-f ?? I F__
Mitigation Wetland
MitigationType Type Acres Feet

Is Wetland Rating Sheet Attached? 0 Y 0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue (0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
cc: Regional Office
Central Office Page Number 1

Date: (01I21c) 7-
To: ARO Steve Mit
?FRO Ken
?WaRO Deborah Sawyer
?WiRO Joanne Steenhuis
?WSRO Jennifer Frye
L IRO Mike Parker
?MRO Pete t'elwell
From: 03ob
Triage Check List ,
Project Name -f-a.'ne, Cxck
DWQ Project Number O Z - 0482
County-` e.
Telephone [phone]'7(117
The file attached is being forwarded to you for your evaluation. Please call if you need
assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USGW topo maps
? Minimization/avoidance issues
? Buffer Rules (Neese, Tar-Pamiico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concerns
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Comments KAtl'IN
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Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 • Phone: [phone]-9467
www.SandEC.com Nou 11Vn
SaNV1i3M
June 5, 2002
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US Army Corps of Engineers NCDENR -DWQ
Raleigh Regulatory Field Office Parkview Building
6508 Falls of the Neuse Road, Ste. 120 2321 Crabtree Boulevard
Raleigh, North Carolina 27615 Raleigh, North Carolina 27604
Attn: Ms. Amanda Jones Attn: Mr. John Dorney
RE: Addendum to Nationwide Permit 14, 401
Buffer Compliance Request
Proposed Tanner Creek Subdivision
Wendell, Wake County, North Carolina
S&EC Project #: 01-6436
DWQ Project #02-0782
Dear Ms. Jones and Mr. Dorney:
Water Quality Certification, & Neuse River
On behalf of Johnny Watson Builders, we submitted an application for the subject permits. As
noted by Amanda Jones of the US Army Corps of Engineers (USACE), lot number 22 is not
large enough to build a house without wetland impacts. Attached is a revised site plan (Overall
Impact Map and Inset B) that shows lot number 22 combined with lot number 23. The wetlands
present now on lot number 23 will not be impacted by the project. We anticipate that deed
notifications will be required by the 401 Water Quality Certification for all lots that contain
jurisdictional wetlands or waters and riparian buffers to ensure future compliance with the
applicable regulations.
Sincerely,

SOIL AND ENVIRONMENTAL CONSULTANTS
5?1- v3u-"?
Jenter Burdette
Environmental Scientist
n Builders
Greensboro Office:
Fax: [phone]
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Hickory office:
910 Boston Road
Taylorsville, NC 28681
Phone [phone]
Fax: [phone]

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To: 2RRO Steve Mitchell
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Project Name
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?FRO Ken Averitte DWO Project Number
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[]WaRO Deborah Sawyer
[]WiRO Joanne Steenhuis
E]WSRO Jennifer Frye
CARD Mike Parker - ---
_ _ _..----OMRO Pete t.olwell
Telephone (919) 73 - 1 2 AL-
From:
The file attached is being forwarded to you for your evaluation. Please call if you need
assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USGW topo maps
,iff-Mtnirnization/avoidance issues
? Buffer Rules (Neuse, Tar-Parnilco, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concerns
,-??'-???t
Comments
--------------------
Environmental Consultants, PA
Road • Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
The proposed project will permanently impact 127 linear feet of a stream channel and 0.04
acre of wetlands under NWP 14. Therefore, a check for $200 is enclosed _to coyer lft 401
Water Quality Certification processing fee. ' ; [ V
MAY 2 0 At
k
May 20, 2002 1 '??'FTLANDS GROUP
Y !l1ALITY SECTION
J
US Army Corps of Engineers
Raleigh Regulatory Field Office
6508 Falls of the Neuse Road, Ste. 120
Raleigh, North Carolina 27615
Attn: Ms. Amanda Jones
NCDENR - DWQ
Parkview Building
2321 Crabtree Boulevard
Raleigh, North Carolina 27604
Attn: Mr. John Dorney
RE: Nationwide Permit 14, 401 Water Quality Certification, & Neuse River Buffer
Compliance Request
Proposed Tanner Creek Subdivision
Wendell, Wake County, North Carolina
S&EC Project #: 01-6436
Dear Ms. Jones and Mr. Dorney:
On behalf of Johnny Watson Builders, we request authorization from the US Army Corps of
Engineers (USACE) to use Nationwide Permit (NWP) 14 for the proposed project to cover
permanent impacts to one stream channel and wetland. We also request written concurrence
from the NC Division of Water Quality (NCDWQ) that the project meets the 401 Water Quality
Certification for the associated NWPs and complies with the Neuse River Basin (NRB) Buffer
Rules. A Pre-construction Notification Application (PCN) is attached, which includes an agent
authorization form.
The proposed project consists of installation of access roads necessary for a 36-lot residential
development. The approximately 44-acre property is located on the east side of Poole Road
(1007) and is approximately 400 feet south of the intersection of Poole Road and Richardson
Road (SR 2504). Please refer to the USGS Location Map for the location of the property
(Figure 1).
Charlotte Office:
PMB 291, 3020-I Prosperity Church Road
Charlotte, NC 28269-7197
Phone: [phone]
Fax: [phone]
?! 71
Greensboro Office:
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Hickory Office:
910 Boston Road
Taylorsville, NC 28681
Phone [phone]
Fax: [phone]
May 20, 2002
S&EC Project #: 01-6436
Page 2 of 3
S&EC conducted a buffer evaluation on the property in October 2001. Mr. Charles Brown of the
NC-DWQ confirmed our buffer determinations on October 5, 2001 (NBRRO 01-250). Please
refer to the attached confirmation letter by Mr. Brown. S&EC also conducted a wetland
delineation in May 2002. Data forms and the subject site shown on the applicable Wake County
Soil Survey map (Figure 2) are attached in support of the wetland delineation.
The applicant requested a buffer evaluation of the property in order to avoid jurisdictional
wetlands waters and riparian buffers to the maximum extent practicable. However, a perennial
channel bisects the property making it necessary to construct a road crossing (A) in order to gain
access to the east side of the property. Also, impacts to riparian buffers on channel "E" have
been avoided by placing the road north of the buffer. Jurisdictional wetlands separate the
southeast corner of the property and could not be avoided (Crossing B). Both roadways were
designed to cross the stream channel and wetland at approximately perpendicular angles to
minimize impacts. Crossing B is located at an existing farm road crossing of the wetland to
further minimize impacts to the wetland.
One of the proposed access roads will cross one stream channel, one of which is buffered, and
one wetland. The impact tables in the PCN itemize and provide a description of each proposed
impact to stream channels, wetlands, and riparian buffers. The total proposed impact to wetlands
and stream channels is 0.04 acre and 127 linear feet, respectively. Please refer to the attached
Impact Maps (3 sheets) for the location of each impact.
The USACE's current policy requires applicants to avoid and minimize wetland and stream
channel impacts to the maximum extent practicable and compensatory mitigation to offset
unavoidable losses of waters of the US when impacts exceed the thresholds for notification (0.10
acre) or if a discharge causes the loss of any special aquatic sites such as wetlands under NWP
14. The proposed roads are necessary to provide access to all areas of the property. Because the
applicant has minimized impacts to the maximum extent practicable as discussed in the Impact
Justification section above and will maintain riparian buffers according to the Neuse Buffer
Rules, S&EC believes further compensatory mitigation should not be required by the USACE.
NCDWQ's current policy does not require mitigation for wetland impacts below 1 acre and
stream channel impacts below 150 linear feet per project. Because permanent impacts to
wetlands (Crossing - 0.04 acre) and one stream channel (Crossing A - 127 l.f.) are below the
aforementioned thresholds, S&EC believes that compensatory mitigation should not be required
by NCD WQ.
As stated above, one of the proposed roads crosses a perennial stream that is subject to the NRB
riparian buffer rule (Crossing A). The road crossing is required because the riparian buffer
separates the eastern portion of the property. The crossing has been aligned perpendicularly to
minimize impacts to the riparian buffer and does not impact greater than 150 linear feet or 1/3
1
May 20, 2002
S&EC Project #: 01-6436
Page 3 of 3
acre of riparian buffer. Please refer to the attached Overall Impact Map and applicable inset map
for the riparian buffer impacts associated with the project.
Sincerely,
SOIL AND ENVIRONMENTAL CONSULTANTS
Jennife A. Burdette
Environmental Scientist
Attachments:
Pre-construction (PCN) notification form
Site Location Map (Figure 1)
Wake Co. Soil Survey Map (Figure 2)
Impact Maps (3 Sheets)
Agent Authorization Form
Two Data Forms
NCDWQ Buffer Subjectivity Letter (1015/01)
c: Johnny Watson - Johnny Watson Builders

W A T?c9Q
? r
o c
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.army.mil/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.mil/wetlands/regtour.htm, or contact one of the field
offices listed at the end of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for some General Certifications is not required,
provided that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet
should contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is also required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on the last page of this application).
Page 1 of 12
CAMA Coordination - If the project occurs in any of North Carolina's twenty coastal counties (listed on
the last page of this application) the applicant should also contact the North Carolina Division of Coastal
Management (DCM) at [phone]. DCM will determine whether or not the project involves a
designated Area of Environmental Concern, in which case DCM will act as the lead permitting agency.
In such cases, DCM will require a Coastal Area Management Act (CAMA) Permit and will coordinate
the 404/401 Permits.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office (addresses are listed at the end of this
application). Upon receipt of an application, the USACE will determine if the application is complete as
soon as possible, not to exceed 30 days. This PCN form is designed for the convenience of the applicant
to address information needs for all USACE Nationwide, Regional or General permits, as well as
information required for State authorizations, certifications, and coordination. Fully providing the
information requested on this form will result in a complete application for any of the USACE
Nationwide, Regional or General permits. To review the minimum amount of information that must be
provided for a complete PCN for each USACE Nationwide permit, see Condition 13, 65 Fed.Reg. 12893
(March 9, 2000), available at http://www.saw.usace.army.mil/wetlands/nwpfinalFedReg.pdf.
Processing times vary by permit and begin once the application has been determined to be complete.
Please contact the appropriate regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.ehnr.state.nc.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 12
Office Use Only: Form Version April 2001
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit
? Section 10 Permit
® 401 Water Quality Certification
® Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. 'If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (see section VIII - Mitigation), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Johnny Watson Builders Inc.
Mailing Address: 7419 Highway 64
Suite 109
Knightdale North Carolina 27545
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: NA
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be
attached if the Agent has signatory authority for the owner/applicant.)
Name: Jennifer Burdette
Company Affiliation: Soil & Environmental Consultants Inc
Mailing Address: 11010 Raven Ridize Road
Raleigh NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
Page 3 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: Tanners Creek Subdivision
2. T.I.P. Project Number (NCDOT Only): NA
3. Property Identification Number (Tax PIN): 1773741026
4. Location
County: Wake Nearest Town: Wendell
Subdivision name (include phase/lot number): Tanner Creek
Directions to site (include road numbers, landmarks, etc.): The subject site is located on the
east side of Poole Road (1007 and is approximately 400 feet south of the intersection of
Poole Road and Richardson Road (SR 2504) Please refer to the USGS Location Map for the
location of the property (Figure 1)
Site coordinates, if available (UTM or Lat/Long): Crossing, A. 35°45'59"N 78°24'13"W;
Crossing B• 35°45'60"N 78°24'08"W
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Describe the existing land use or condition of the site at the time of this application:
The existing land use of the site consists of wooded lots and agricultural fields.
7. Property size (acres): Approximately 44 acres
8. Nearest body of water (stream/river/sound/ocean/lake): Unknown tributaries to Lake Myra
9. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/m4ps/.)
Page 4 of 12
10. Describe the purpose of the proposed work: The pMose of the proposed work is to
provide a 36-lot residential subdivision for the residents of Wendell and the surrounding
areas Impacts are necessary in order to provide road access to all usable areas of the
property.
11. List the type of equipment to be used to construct the project: Typically heavy equipment
associated with road construction will be used to construct the project.
12. Describe the land use in the vicinity of this project: Land use in the vicinity of the project is
primarily rural with scattered single-family housing, residential subdivisons, and agricultural
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
S&EC conducted a buffer evaluation on the property in October 2001. Mr. Charles Brown of the
NC-DWQ confirmed our buffer determinations on October 5 2001 MRRO 01-250). Please
refer to the attached confirmation letter by Mr. Brown. S&EC also conducted a wetland
delineation in May 2002. Data forms and the subject site shown on the applicable Wake County
Soil Survey map (Figure 2) are attached in support of the wetland delineation.
V. Future Project Plans
Are any additional permit requests anticipated for this project in the future? If so, describe the
anticipated work, and provide justification for the exclusion of this work from the current
application: Although an adjacent property may also be developed sometime in the future
plans for its development are speculative at this time
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. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
Page 5 of 12
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. Wetland Impacts
Wetland Impact Type of Area of Located within Distance to
***
Site Number Impact* Impact 100-year Floodplain** Nearest Stream Type of Wetland
(indicate on ma (acres) (yes/no) (linear feet)
B Permanent/Fill 184704 ft
sq. . No 0 Headwater
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.mov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
List the total acreage (estimated) of existing wetlands on the property: 0.53
Total area of wetland impact proposed: 0.04 acre
2. Stream Impacts, including all intermittent and perennial streams
Stream Impact Length of Average Width Perennial or
Site Number Type of Impact* Impact Stream Name** of Stream Intermittent?
(indicate on ma) (linear feet) Before Impact (please seci )
A Permanent 127 Unnamed tributary to 4 Perennial
Culvert & Ri ra Lake Myra
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 127
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any
other Water of the U.S.
Open Water Impact Area of Name of Waterbod
y Type of Waterbody
Site Number Type of Impact* Impact (if applicable) (lake, pond, estuary, sound,
(indicate on map) (acres) bay, ocean, etc.)
NA NA NA NA NA
* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
Page 6 of 12
4. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.): NA
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.): NA
Size of watershed draining to pond: NA Expected pond surface area: NA
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 applicant requested a buffer evaluation of the property in order to avoid jurisdictional
wetlands waters and riparian buffers to the maximum extent practicable. However, a perennial
channel bisects the property making it necessary to construct a road crossing (A) in order to gain
access to the east side of the rope*. Also impacts to riparian buffers on channel "B" have
been avoided by placing the road north of the buffer. Jurisdictional wetlands separate the
southeast corner of the property and could not be avoided (Crossing B). Both roadways were
designed to cross the stream channel and wetland at approximately perpendicular angles to
minimize impacts. Crossing B is located at an existing farm road crossing of the wetland to
further minimize impacts to the wetland.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
Page 7 of 12
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/strmp,ide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
The USACE's current policy requires applicants to avoid and minimize wetland and
stream channel impacts to the maximum extent practicable and compensatory mitigation to
offset unavoidable losses of waters of the US when impacts exceed the thresholds for
notification (0.10 acre) or if a discharge causes the loss of any special aquatic sites such as
wetlands under NWP 14 The proposed roads are necessary to provide access to all areas of
the property. Because the applicant has minimized impacts to the maximum extent
practicable as discussed in the Impact Justification section above and will maintain riparian
buffers according to the Neuse Buffer Rules S&EC believes further compensatory mitigation
should not be required by the USACE
NCDWO's current policy does not require mitigation for wetland impacts below 1 acre and
stream channel impacts below 150 linear feet per project Because permanent impacts to
wetlands (Crossing - 0.04 acre) and one stream channel Crossing A - 127 LQ are below the
aforementioned thresholds S&EC believes that compensatory mitigation should not be
required by NCDW
As stated above one of the proposed roads crosses a perennial stream that is subject to the
NRB riparian buffer rule (Crossing A). The road crossing is required because the riparian
buffer separates the eastern portion of the property. The crossing has been aligned
perpendicularly to minimize impacts to the riparian buffer and does not impact greater than
150 linear feet or 1/3 acre of riparian buffer. Please refer to the attached Overall Impact Map
and applicable inset map for the riparian buffer impacts associated with the project.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
Page 8 of 12
process for the NCWRP, check the NCWRP website at httn://h2o.enr.state.nc.us/wrp/index.htm. If
use of the NCWRP is proposed, please check the appropriate box on page three and provide
the following information:
Amount of stream mitigation requested (linear feet): NA
Amount of buffer mitigation requested (square feet): NA
Amount of Riparian wetland mitigation requested (acres): NA
Amount of Non-riparian wetland mitigation requested (acres): NA
Amount of Coastal wetland mitigation requested (acres): NA
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local)
land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ® No ? If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Page 9 of 12
Zone* Impact
(square feet) Multiplier Required
Mitigation
1 5,655 3 NA
2 3,662 1.5 NA

Total 9,318

(0.21 acre)
NA
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
The nropertv contains a limited amount of impervious acreage from the presence of an
abandoned house and a few farm buildings. The proposed project is not anticipated to increase
the impervious acreage on the property beyond 30%. Relatively large lots, county-approved
septic systems appropriate sediment and erosion control measures and maintenance of riparian
buffers are expected to protect surface waters downstream of the property.
XII. Sewage Disposal (DWQ Only)
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 stems will be used to treat wastewater from the proposed project.
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ? No
Page 10 of 12
XIV. 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).

.S2io /o?-
it/Amt's Signature bate'
signature is valid only if an authorization letter from the applicant is provided.)
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Cherokee tredell Mitchell
US Army Corps of Engineers Avery Clay Jackson Polk
151 Patton Avenue Buncombe Cleveland Lincoln Rowan
Room 208 Burke Gaston Macon Rutherford
Asheville, NC 28801-5006 Cabarrus Graham Madison Stanley
Telephone: [phone] Caldwell Haywood McDowell Swain
Fax: [phone] Catawba Henderson Mecklenburg Transylvania
Raleigh Regulatory Field Office Alamance Durham Johnston Rockingham
US Army Corps Of Engineers Alleghany Edgecombe Lee Stokes
6508 Falls of the Neuse Road Ashe Franklin Nash Surry
Suite 120 Caswell Forsyth Northampton Vance
Raleigh, NC 27615 Chatham Granville Orange Wake
Telephone: [phone] Davidson Guilford Person Warren
Fax: [phone] Davie Halifax Randolph Wilkes
Washington Regulatory Field Office Beaufort Currituck Jones
US Army Corps Of Engineers Bertie Dare Lenoir
Post Office Box 1000 Camden Gates Martin
Washington, NC 27889-1000 Carteret* Green Pamlico
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
Pitt
Tyrrell
Washington
Wayne
Union
Watauga
Yancey
Wilson
Yadkin
*Croatan National Forest Only
Page 1 I of 12
US Fis
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
h and Wildlife Service / National M
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
[arine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
North Carolina State Agencies
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, NC 27699- l 650
Telephone: [phone]
Fax: [phone]
Division of Water Quality
Wetlands Restoration Program
1619 Mail Service Center
Raleigh, NC 27699-1619
Telephone: [phone]
Fax: [phone]
CAMA and NC Coastal Counties
State Historic Preservation Office
Department Of Cultural Resources
4617 Mail Service Center
Raleigh, NC 27699-4617
Telephone: [phone]
Fax: [phone]
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville, NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
Page 12 of 12
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1993
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Johnny Watson Builders
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Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
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Mgr.: JB 511102 Tanners Creek Subdivision
Johnny Watson Builders
Wendell, Wake County, NC
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Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
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127 L.F. OF STREAM CHANNEL
/ . / / . 5,654.87 sq.ft. ZONE 1 NRB
3.662.90 sq_ft. ZONE 2 NRB
9,317.77 sq.ft. TOTAL NRB
LIMIT OF IMPACT
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State of North Carolina
Department of Environment
and Natural Resources
Raleigh Regional Office
Michael F. Easley, Governor
William G. Ross, Secretary
Division of Water Quality
October 5, 2001
Brad Suther
Soil and Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, NC 27614
ONION woramo? III N CDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Neuse River Basin Riparian Buffer Rules
NBRRO 01-250
Poole Road Site
Wake County
Dear Mr. Suther:
This letter will serve as confirmation of the buffer determinations made by S&EC at the subject
property referenced by the Raleigh Regional Office as NBRRO 01-250.

The features represented on the Wake County Soil Survey and the USGS Quad map were
evaluated on October 4, 2001 to determine their subjectivity to the Neuse Buffer Rules. Seven
features are shown on the aforementioned maps within the property boundaries. The features A,
B, and E (Flag #NBROI) on the attached map are subject to protection under the Neuse River
Basin: Nutrient Sensitive Waters Management Strategy; Protection and Maintenance of Existing
Riparian Areas, Administrative Code T15A:02B.0233. The features C, D, F, and G are not
subject to the Neuse Buffer Rule.
This letter only addresses the applicability of the Neuse Buffer Rules. For information relevant
to wetlands and other impacts, please contact the Central Office at 733-1786. Thank you for
your attention to this matter and if this Office can be of any assistance of if you have additional
questions, please do not hesitate to contact us.
Si cer y,
arles Brown
Environmental Specialist
cc: RRO/John Dorney
h:/neusebuf.let/nbro 1250
1628 Mail Service Center, Raleigh, NC 27699-1628 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10%, post-consumer paper
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Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: S&EC Project # 6436 /Tanner Creek Subdivision Date: May 2, 2002
Applicant/Owner: Johnny Watson Builders County: Wake
Investigator: Laura Gadd State: North Carolina
Do Normal Circumstances exist on the site? X Yes No Community ID: Bottomland Hardwood
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID: N/A
Is the area a potential Problem Area? Yes X No Plot ID: Wetland @ Flag 155
If needed, explain on reverse.) I
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Arundinaria gigantea Herb FACW 9. Fraxinus pennsylvanica Tree FACW
2. Arisaema triphyllum Herb FACW- 10. Campsis radicans Vine FAC
3. Woodwardia areolata Herb OBL 11. Wisteria sinensis Vine NI
Acer rubrum Shrub/Sap FAC 12. Toxicodendron radicans Vine FAC
5. Magnolia virginiana Shrub/Sap FACW+ 13. Vitis rotundifolia Vine FAC
6. Viburnum nudum Shrub/Sap FACW+ 14.
7. Acer rubrum Tree FAC 15.
8. Liquidambar styraciflua Tree FAC+ 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 100%
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
X Saturated in Upper 12 Inches
Sediment Deposits
X Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: N/A (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit: 0 (in.) FAC-Neutral Test
_ Other (Explain in Remarks)
Depth to Saturated Soil: 0 (in.)
Remarks:

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: S&EC Project # 6436 / Tanner Creek Subdivision Plot ID: Wetland @ Flag 155
SOILS
Map Unit Name Drainage Class: somewhat poorly drained
(Series and Phase): Colfax Sandy Loam Field Observations
Taxonomy (Subgroup): Aquic Fragiudults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-5 A 10YR 3/2 N/A N/A Clay Loam
6-9 61 10YR 4/2 N/A N/A Sand Clay Loam
10-12+ B2 10YR 4/1 N/A N/A Sand Clay Loam
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
X Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
1
11
WETLANDS DETERMINATION
Hydrophytic Vegetation Present? X Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? X Yes No X Yes No
Hydric Soils Present? X Yes No
Remarks:
-1 11

Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: S&EC Project # 6436 /Tanner Creek Subdivision Date: May 2, 2002
Applicant/Owner: Johnny Watson Builders County: Wake
Investigator: Laura Gadd State: North Carolina
Do Normal Circumstances exist on the site? X Yes No Community ID: Upland Hardwood
Is the site significantly disturbed (Atypical Situation)? Yes X No Transect ID: N/A
Is the area a potential Problem Area? Yes X No Plot ID: Upland @ Flag 155
If needed, explain on reverse.
VEGETATION
Dominant Plant Species Stratum Indicator Dominant Plant Species Stratum Indicator
1. Acer rubrum Tree FAC 9. Parthenocissus quinquefolia Vine FAC
2. Liriodendron tulipifera Tree FAC 10.
3. Acer saccharum ssp. floridanum Tree FACU- 11.
Quercus albs Tree FACU 12.
5. Acer rubrum Shrub/Sap FAC 13.
6. Liriodendron tulipifera Shrub/Sap FAC 14.
7. Lonicera japonica Vine FAC- 15.
8. Campsis radicans Vine FAC 16.
Percent of Dominant Species that are OBL, FACW, or FAC
(excluding FAC-): 67%
Remarks:
HYDROLOGY
Recorded Data (Describe in Remarks):
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Sediment Deposits
Drainage Patterns in Wetlands
Field Observations: Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
Depth of Surface Water: N/A (in.) Water-Stained Leaves
Local Soil Survey Data
Depth to Free Water in Pit: > 16 (in.) FAC-Neutral Test
Other (Explain in Remarks)
Depth to Saturated Soil: > 16 (in.)
Remarks:
., 1
Wetland Delineation Performed By: Soil & Environmental Consultants, PA
11010 Raven Ridge Road
Raleigh, North Carolina 27614
[phone]
Project/Site: S&EC Project # 6436 / Tanner Creek Subdivision Plot ID: Upland @ Flag 155
SOILS
Map Unit Name Drainage Class: well drained
(Series and Phase): Appling gravelly sandy loam Field Observations
Taxonomy (Subgroup): Typic Kanhapludults Confirm Mapped Type? Yes No
Profile Description:
Depth Matrix Color Mottle Color Mottle Texture, Concretions,
inches Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure, etc.
0-3 A 10YR 3/2 N/A N/A Sand Clay Loam
3-6 B1 10YR 4/3 N/A N/A Sand Clay Loam
6-12 B2 10YR 4/4 7.5YR 4/6 Abundant / High Sand Clay Loam
12-16 B3 10YR 4/3 N/A N/A Sand Clay
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soils
Sulfidic Odor Organic Streaking in Sandy Soils
Aquic Moisture Regime Listed on Local Hydric Soils List
Reducing Conditions Listed on National Hydric Soils List
Gleyed or Low-Chroma Colors Other (Explain in Remarks)
Remarks:
IL-
11
WETLANDS DETERMINATION
Hydrophytic Vegetation Present? X Yes No Is this sampling point within a wetland?
Wetland Hydrology Present? Yes X No Yes X No
Hydric Soils Present? Yes X No
Remarks:
IL- I
May 02 02 09:31a
05/01/2002 11:14
Flame:
Address:
d
rr
4/0
Phone: ? (p .. 3 ??e?
Project Name/Description: T r5 Creek Su
ivision.1 EC' # gg,px
Date: S
The Department of the Army
U.S. Army Corps of Yngfneers, Wilmington District
1'•0. Box 1890
Wittnington, NC 26402
Attn: Auiwnda loner
Field Office: Raleigh
Ile: Wetlands Related Consulting and Permitting
To Whom It May Concern:

1, the current ru er ow-ner, hereby designate and authorize Soil & Environmental Consultants, Inc. to
act in my behalf as my agent in the processing of permit applications, to furnish upon rr eJ t
supplemental information in support of applications, etc, from this day forward. 'Ihe /f day of
This notification supersedes any prpirious correspomdence concerning the agent for this prg2ct.
NOTICE: This authorization, for liability and pmfessional courtesy reaaarts, is valid only for
government officials to enter the property „Then *ccompanied by S&EC staff. You shoWd call S&EC
to arrange a site meeting prior to visiting the site.
?Q w rc?, i!d ?- ? ??
Print Propet y Owner's Name
C: Mr. John Dorney
NCDENR - DWQ
2321 Crabtree Boulevard, Suite 2!)0
Raleigh, NC 276(74
?roperty Own Signah).re
C Ms. Jennifer A_ Burdette
Soil & Fnvirortmental Consultants, PA
blank eg¢nt qutldam-doc
236 LcPhillip Court Suite C 1USHUR2MUMet: HWUX Qffis:s:
Concord. NC 28025 3817-E Lew ndak Drive 71o Button Ro*d
phone: [phone] Cjmaub°ro, NC 274S5
'1-aVlor.wQ141VC 28681
fax: [phone] rbmc. [phone] Phone [phone]
F2K; [phone] pax: [phone]
Johnny Watson Builders 919-266-6663
9196469467
SBEC
PAGE 02
p.3
;- - jLdijLv jLjLV11ujlcnzal consultants, PA
11010 Ravro atid?re );,o,d • R"cisb, Nanb Catolma 27614 • Phonc: [phone] • PaX: [phone]
AGENT AUTHORizAM""
All Blanks To lie p red In E The CUrre l an,low
?nor
7419 US Hwy. 64 East, Ste. 109
Knightdale, North Carolina 27545
8 t 1 I. D E R S. I N C.
July 16, 2002
Todd St. John / John Dorney
Department of Environment & Natural Resources
Division of Water Quality
2321 Crabtree Blvd. Suite 250
Raleigh, NC 27604
(919) 266 - 3982 Fax (919) 266 - 6663
r
Reference: DWQ project number 02-0782, Tanner's Creek Subdivision, Poole Rd.
(SR1007) Wendell, NC
Dear Todd St. John / John Dorney:
Per the request of your letter dated July 5, 2002, I am submitting to you the proposed
construction drawing with supporting design calculations. If you have any questions or
if you need any additional information. Please feel free to call me at 919-266-3982.
.ncer ly,
Johnny atson
President
r
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-
1 MILE ROAD CLASSIFICATION
6000 7000 FEET ===? Primary highway, Light-duty road, hard or
hard surface --- --- improved surface
KILOMETER Secondary highway,
hard surface Unimproved road
19 Interstate Route ; ?j U. S. Route State Route
N C. T? C
MARDS QUADRANGLE LOCATION KNIG 1 1LT?^ALE, N. C.
k 22092 35078•G4-TF-024
PHOTOINSPECTED1988
1967
ILABLE ON REQUEST PHOTOREVISED 1981
DMA 5355 IV SW--SERIES y842

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CH ART 2
180 10,000
168 8,000 EXAMPLE (I) ( 2) (3)
156 6,000 0.42 Inches (3.9 feet)
0.120
f
- 6.
6.

144
--
c
s
-
5,000
--

132 4,000 "* mw 6. 5.
0 feet
3,000 5 4.
120 (1) 2.5 9.8 . 4.
000 (2) 2.1 7.4
2
,
(3) 2
2 7
7 4
108 .
. .
3.
eD in feet 3.
96 1,000 3.

- 84 800-^
600
_ 2,_.
900 /
72 - 400 / O 2.
U _ 300
ppdPy? _
? 1.5 - 1.5
z to
60 U _ <n
200 /
W
- --
1.5
-
- -
- 54 L -
G Q
W 48 % W 100
> 0 ea z

U s
42 N r-
60 W
1.0
1..0
0 0 50 HW ENTRANCE
SCAL
¢ 40 p
TYPE CC_ 1'0
- W
W
36 W
30 1
9
•9
) Square edge with 14
headwall Q .9
a
Q a
(2) Groove end with W -
30 headwall = 8 .8
(3) Groove end .8
Projecting
10
24 k 8 - T -•7 -7

6 To use .tole (2) or (3) praise;

/? 5 horizontally to scale (,),then
4 use straight IncHnrd tint through
0 and 0 scales, or reverse as 6

18 3 illustrated, 6 .6

2
IS
1.0
~'5 L.9
5
12 HEADWATER DEPTH FOR
HEADWATER SCALES 2a3 CONCRETE PIPE CULVERTS
REVISED MAY 1964 WITH INLET CONTROL
BUREAU OF PUBLIC ROADS JAN. 1968
5-22
L,I
t, .
F180 10,000 CHART 2
168 8,000 EXAMPLE (I) (2) (3)
156 6,000 0.42 Inches (3.5 feet) 6.
144 5,000 0•120 cts -
4,000 ?e mw 6.
132 D leer
3,000 5 4.
120 (1) 2.5 e.a
2,000 (21 2.1 7.4
2 7
(3) 2
7

4
108 .
.
_ ,
3.
eD in feet
96
1 , 000 3.
800
84 - --r -
6
0 2
/
0 .
500

N 72 400
1 2.
_ P? 2
300 vA
P
5.
4.
3.
2.-

Z
to ,??
?
N 1.5 `- 1.5
_
z
60 1?
v

z _
200
; - p
r
r r
/
,t -
IY
L
W -

1.5
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?
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it 48 W 100
? /
Cr
a
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U.
0
N - 60
50 a a 1.0 1.0
a

Cr
- _
Q

40 HW SCALE ENTRANCE

D _ TYPE °

ar

1.0
W
W 36
30
(I) SQuar• edge with W
10-
? . .9
9

Q headvoll 3
Q .9
20 (2) Groove end with W
30 headroll = .8
8
,,,?
`?'1
- (3) Groove and
projecting .8
E 10
24 8 -- -.7

6 To use scale (2) or (3) project
5 horizontally to scote (1), then
4 use straight inclined line through
D and 0 scales, or reverse o% 6

18 3 illustrated. 6 6

2
15

1.0
.5 5
5

12 HEADWATER DEPTH FOR
HEADWATER SCALES 263 CONCRETE PIPE CULVERTS
BUREAU O f PUBLIC ROA03 JAN. 1963 REVISED MAY 1964 WITH INLET CONTROL
5-22
L,1,
CHART 6
5,000
lb• 7' x l0'-1• 4,000
)
4
(2)
15'-4"x 9'-3' 3,000 EXAMPLE
-4 (3)
Size: 36" x 22" 4
*
12'-10"x 8'-4' 2,000 0. 20 CIS 3
HW* HW
\y'I K'I
D (leery 3
= n a I I'-5'x 7'-3"
_.-
-? ii---- 1,000 (I) 1.10 2.0 ----
l \ 1. k- -) l -.--z,- ---. (2) 1.15 2.1
2 .
J
11 •`' " ?t "1 o a I 800 (3) 1.22 2.2
9'-6" x 6'-5'
iC:;_ `) 1 z t' - 600 *D in teat 2 - 2
500
Ir
8' - 2" x 5' - 9' _ 400
'I >: r 300 1.5
?. _
---- 1.5
200
-- Lo
naw 72" x 44' u 100 1,0
Z 80 .9 1.0
65" x 40' .9
C3 60 ?P twit
w v 50
X 58"x36' 0 40 IJ- 8 8
¢ O
Z 30
N / tr 7
a 50* x 31*
o F
w .7
20 _
HW ENTRANCE z .7
^_I 43" x 27" D SCALE TYPE
cn =
(1) Headwall d
6
)0 w .6
(2) Mitered to conform 0 6
ij 8 to slope
a 36" x 22' W
(3) Projecting t --
6 a
z 5 0
Q a .5
4 w .5 5
To use scale (2) or (3) Project =
2 9' x IB'
3 horizontally to scale (1), then
use straight inclined line through
D and 0 scales, or reverse as
25' x 16' 2 illustrated.
.4 .4
22' x 13' 1.0 .4
?` --to---?
D
18" x II' •6 .35 •35
.5 .35
*ADDITIONAL SIZES NOT DIMENSIONED ARE HEADWATER DEPTH FOR
LISTED IN FABRICATOR'S CATALOG C. M. PIPE-ARCH CULVERTS
BUREAU OF PUBLIC ROADS JAN. 1963 WITH INLET CONTROL
5-26
CHART 6
5,000
16' /' x 10'-1" 4,000 I
15'-4'x 9'-3' 3,000 EXAMPLE - a (3)
Size: 36"x 22"
*
1 IO" x 8'- 4 2,000 0= 20cfs 3 4
A? q
HWe HW - 3
\3f x8,'i ' -
0 41 D (feet) a ?- I 3
I'-5"x 7'-3"
\ ... ,;': *. !, rr a (1) 1.10 2.0
-? - _ -. --- --
1\r7 -K ^rl -° 1,000 (2) 1.15 2.1 2
J
800
o
___0 a (3) 1.22 2.2
--- 9'-6" x 6'-5'
`I l z t 600 •D in feet 2 - 2
14 ." G. 1 500
._.- n--- 8'-2" x 5'-9' 400 1.5
300 1.5 - L 5
---- 7'-0" x 5'- 1-
200
?
Gam(... *: 1 Q /;
1.0
2 72" x 44' L0 100 / - 1
a Z 80 9 I.0
0 65" x 40' c3 9
60 +P?Pj???(o w
w 50 / U1--- -- - .9_
58' x 36' CD 40 U. .8 g
x a O
<
/
8
30 U)
a 50' x 31' U) / T
w
N o T
20
w
i / HW SCALE ENTRANCE ? 7
rv 43* x 27' D TYPE
U) =
11) Headrall 0-
6
10 w .6
(2) Mitered to conform O 6
6 g to slope -.0C
0 36' x 22' w
(3) Projecting f.. --- -- -
or 6 a
a
C-) 3
z 5 p
U1 A w .5 .5
To use scale (2) or (3) project 2
29' x 18` 3 horizontally to scale (1), then
use straight inclined line through
D and 0 scales, or reverse as
25" x 16' 2 illustrated.
.4 .4
22' x 13' 1.0 .4
ID
18' x I1' 6 + .35 .35
.5 .35
_*ADDITIONAL SIZES NOT DIMENSIONED ARE HEADWATER DEPTH FOR
LISTED IN FABRICATOR'S CATALOG C. M. PIPE-ARCH CULVERTS
BUREAU OF PUBLIC ROADS JAN. 1963 WITH INLET CONTROL
5-26

ETA ?..,?.I.M:t_? •? ? „

? l
7

J-l-A S + `7c,, ?C " -C)
lDA _ 7-7 .7^G

t-A = G?

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r-

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vj . 3 cam: t
4s
kA \J %en = 3V` , oa '
CHART 2
180
168
156
144
132
120
108
96
84
72
to
W
U
2
Z 60
0 54
W
48
> j
J /.
U 42
U-
0
0C
W 36
H
W
Q
30
1 /
24
18
- 10, 000
- 8,000
- 6,000
-.5,000
- 4,000
- 3, 000
2,000
1,00C
800
600
500
400
300
In _
200
U
Z
d' /
W 100
80
Q
_ -
U 60
N _ 50
0 40
,1- 30
20
10
8
6
5
4
3
2
15
1.0
EXAMPLE ?) C 2) ( 3)
6.
0.42 inches (3.5 feet)
6.
0.120 of s -
5.
swe mw 6. 5.
0 feet
4

(I) 2.s e.e 5. .
4.
(2) 2.1 7.4-
4
(3) 2.2 7.1 •
3.
"0 in feet
3.
2
- -
-
• 2.
i

1.5

Ix
- -
tt'7v E,. ?W 1.5
W . '
'iTveEe'i

a ..
1.0 1.0
W
ENTRANCE °
HW
SCALE
D - TYPE ? 10
W .9
9
(1) Square edge with +[
heodwoll Q •9

(2) Groove end with a
W
headwall = a .8
(3) Groove end 9
projecting
,T
T
To use stole (2) or (3) projset
horizontally to seal* (1), Men
use straight Inclined line through
0 and 0 scales, or reverts as 6
illustrated. 6 6
5 1
5
.5 .
4114
D = 1.1v
12 HEADWATER DEPTH FOR
HEADWATER SCALES 253 CONCRETE PIPE CULVERTS
REVISED MAY 1964 WITH INLET CONTROL
BUREAU Of PUBLIC ROADS JAN. 1963
5-22
c-.I
l-._c '..5,

K r

M
.
_-1 r 1 ,.

? r+
; F
t

Q= 4.5
f-

l___ _ '72
rr

S - ? 1, ?' "... F„ i ? ? J (,?.,1 ....- i ? t? Jf ?'..- i ??. ??- °? ?-.l - I ! - _ 3 t•?
c-'

A = 45Ac
??\C? /a FT '7417!.-5F
4 x k c-- ,, % "7
ti = 1 4 A,

v? = - Ac-

t=' F .t?? ? r^..F? F-1 \ ? ?';?-' F-•1"i ,?!''•,? __, t ? i- 4?.. y t?- - ?.:ti` 1:: ?.:"

6
T )A : h Z.4
e

x(13 774
B "

D-2-N

?2_
17
, -34
>

-
DA
= 4l?-CF

Arr. IF , VF

r3 =

?- K Its x \ ?,
? ?3 -t-\Q L
'? = 1 SAC
Gl ? t? Xti?

Z3 Ac

= . Z4aG
AF 1 5
Cj

IOrin AmeRcan Careen •trosron Lontro
'ROJECT NAME: TANNERS CREEK
'ROM STATION/REACH: 0+00LT.
HYDRAULIC RESULTS
Discharge
cfs Peak Flrn+\ l
Period f1hrsl Velonity (fps) Area (sq.ft) Hydraulic
R ' ft Normal
D h It
00.1 0.1 3.19 3.16 0.52 1.12
Unreinforced
S = 0.0500
LINER RESULTS
1 L ` :/ I 1
Bottom -J
3.0 Width = 0.00 It 2.0
Not to Scale
Reach Material Type Phase Ve Type Soil Type Mannings'n' Permissible Calculated Safety Remarks
Staple Pattern Class Veg. Density Shear Stress (psf) Shear Stress (psf) Factor
Straight Unreinforced Mix 0.067 4.20 3.51 1.20 STABLE
C 75-95% Clay 0.070 0.047 1.49 STABLE
'ROJECT NAME: TANNERS CRE
'ROM STATION/REACH: 2+55LT
HYDRAULIC RESULTS
Discharge
cfs Peak Flow
Period fhrsl elocity (fps Area (sq.ft) Hydraulic
Ra ft Normal
Dooth t
10.1 01 1.40 7.20 0.79 1.70
LINER RESULTS
BEET "A"
3.5ac [DESIGN FREQUENCY:
Unreinforced Vegetation
7 S = 0.0083
1 L Bottom
3.0 Width = 0.00 ft 2.0
Not to Scale
Reach Material Type Phase Ve . Type Soil Type Manning's'n Permissible Calculated Safety Remarks
Staple Pattern Class Veg. Density Shear Stress (psf) Shear Stress (psf) Factor
Straight Unreinforced Mix 0.082 4.c^0 0.88 4.78 STABLE
C 75-95% Clay 0.070 0.008 8.84 STABLE
HYDRAULIC RESULTS
Discharge
lets) Peak Flow
Period fhrs) elocity (fps Area (sq.ft) Hydraulic
Radau t Normal
Depth t
.3 0.1 0.89 4.82 0.64 1.39
Unreinforced
S = 0.0083
1L ` ? ?1
Bottom
3.0 Width - 0.00 ft 2.0
Not to Scale
Reach Material Type Phase V . Type Soil Type Manning's'n' Permissible Calculated Safety Remarks
Staple Pattern Cl-rss V . Density Shear Stress (psf) Shear Stress (psi) Factor
Straight Unreinforced Mix 0.113 4.20 0.72 5.84 STABLE
C 75-95% Cloy 0.070 0.003 20.46 STABLE
CT NAME: TANNERS CREEK PROJECT NO.: STREET "B"
STATIONMEACH: 2+25 TO STATIONMEACH: OUTLET DRAINAGE AREA: 16.5ac DESIGN FREQUENCY: Q10
HYDRAULIC RESULTS
Discharge
cfs Peak Flow
Period elocily (fps Area (sq.ft) Hydraulic
R ft Normal
Depth t
47.7 0.1 10.41 4.58 0.66 1.09
C125
Not to Scale
Reach Material Type Phase Veg.Type Soil Type Manning's'n' Permissible Calculated Safety Remarks
Staple Pattern Class V . Density Shear Stress (psf) Shear Stress (psfJ Factor
Straight C125 0.019 2.25 205 1.10 STABLE
Staple D
Bottom
27 Width= 2.00 ft 2.0
NAME: TANNERS CREEK ROJECT NO.: STREET "A"
kTIONIREACH: 2+60 TO STATION/REACH: OUTLET DRAINAGE AREA 4.5ac ESIGN FREQUENCY: Q10
Discharge
cfs Peak Flow
Period ek)city (fps Area (sq.ft) Hydraulic
Ra&n ft Normal
Depth ft
13.0 0.1 3.07 4.23 0.65 1.45
UnreWorced
S = 0.0300
1 L Bottom J 1
20 Width = 0.00 It 2.0
Not to Scale
Reach Material Type Phase Ve . T e Soil Type Manning's'n Permissible Calculated Safety Remarks
Staple Pattern Class V . Density Shear Stress (psf) Shear Stress (psf) Factor
Straight UnreWorced Mix 0.063 4.20 2.72 1.54 STABLE
C 50-75i Clay 0.070 0.067 1.04 STABLE
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. rFF~~ i~ E~ NOTE. THERE fS A 5' ADDITIONAL RiW ~ USA f/
CERTFICATNMq aF REVIEIM BY LK)ENBED 80L SCIEN LICENSED 80L SCENnST ADDED ALONG POOLE ROAD. THERE IS A 10'X 70'
~ IIEAEBY CERTFY THAT LOT(S) R SID NTRANCE d ! L I s) SIGHT TRIANGLE ON EfTHE E THE E a ~l • HavE BEEtt REVEwED AS TO THE SUBDIVISION WITH A 20'X 20' SJGN f
0 SHOMw ON THIS PLAT FOR ~ APPROPRUITE AND WrtH RESPECT TO MwMNJti LOT SECT TO MNIANAi LOT AEOUIRpAENT3 9ET FORTH IN EASEMENT BEHIND THE SIGHT TRIANGLES. Cd ~ rQ 2 ik
SECTk)N V OF TIf AEGIAATI0N5 GOVERiMNG SEWA ~ sYSTEws w wASE colsfrr AS AMENDED FROM Twl Z 3 DNS coYEWMNG SEwA6E TREATMENT Atp DSPOSeL o7 22 S AMENDED FROM TAE TO THE. AS aF THL4 DATE, AND ~ ~c I VAN JOHNSON ~ ERNES T B V 1 RG I N ! A 8RA X TON
~ BASED ON THIS REVIEW aF E)(MTNIG Sm: COtDm( ON THL4 PLAT Wl1 PRESUMABLY MEET THESE REG IDSTNIG SIZE CONDmONS THE LOTS NUMBERED ABOVE ~ DEED 800K 2842 PAGE 625 / ~.Y MEEr nE~ 1' pia S 8 , ~ TRACT I B ' BETTY JOHNSON PROPERTY
INEAEBY CERTFY THAT LOT(S) r ;s) a`p .~\~Q- - _ _ _ g2 26"E BOOK OF A64PS t 993 PAGE 14 t 9 r
SR 2504 SIIOwN oN THS PLAT FOR HAVE BEEN REVEWED AS G ti pb 203.2 r loon, r TRACT 2 SECT TO ALTERNATIVE REOUNIEMENTS SET FORTH e( ~~Q` . F.1 0\ , f90(Xj'; / 3}4. , $ 8 0 r'
SITE SECTIOt1 YIVI OF TFIE ACT T~~ SEWI Q- g Pe9e , ~ 5' 3 28 23' BOOK OF h64PS f 993 PAGE 14 !9 IONS aOYERNNp SEWABE TREATMENT Alp DISPOBOL Q ~ ~ , ~58, 06, ~ 1032. f S AMENDED FROM TAE TO TAE. AS OF TINS DATE, Atp 4) PQag y Q 41~ rp0 ~ ; 1 ' ~ 6h 1P..5 ' 24
SYSTEMS w WANE COUNTY AS AbENDED FROM TIM BASED qt THIS tIEVEw OF E%IS1'pq SnE CONDIfIf xBTINO SIZE coNDnloNS THE LOTS NUMBERED ABOVE O \ 1 ~P3 Q\~'•~ ~1 4 M~ , 5 ~ Q.B4 a e~ ~ e ~1"25'- ' s ~°ga'4 "
ON TNS PLAT wLL PRESUMABLY MEET THESE RE6 BLY MEET THESE REaIAATpMS" 6 ° QQ ti ~ . 1., 1 ; .yl E~ 03 ~ 14' 8 W 1 GI \ pJ~~ P0~" t.08 A. / 1 t `og ~p5 2°' 8 ~ * ~ 198.84' S B4 ° 06' 4 " DOES NOT REPIESENT APPROVAL OR A PERMIT FOR ANY p0 0 e e Q ~S',. ~ y ` ~ % ~ 9 E 452.89'
SR t 007 wlae(Yi(D~R ~s R rSitEE~iss~a srrE , A NT FOR ANY 0 "1 Q ~ 0 ~ e~` 6~t•.... ,1 9 , 6' !70 ARENTEE ISSUANCE OF N A(PROYEIAE PEAMR 5 082 a / ; ~ ~ ~ M>a E fi~4 A ,3,3 if' .170'
LOT. FwAI S(tE APPROVAL Fat ISSUANCE OF wIPP RE6l1.ATlOl18 w FORCE AT THIS 1wtE OF PERMITTI a( ISSUANCE OF MPROVEMENT PERMITS L4 BASED ON ~ 0 ~ 0~' 0 ti /2p" ; ~ ,19 GO b~ @1 '1N A80 a 0.69 A:• 21289' 'h S 81 °q8' ~ - ~ '348 F ' l ~ , ~ °Q 5o0A 17 s , "~v 0.70 a 10.00 HB TAE OF PERMnTgKl AND B DEPENDENT ON 30 E \ ~3 0 , 0 T ;p ti
SATL4FACTORY COMPLETION OF INDNDUAL SITE EV APPLICATION FOR AN INPROVEA~Ni PERMIT DETAL >F IMDNpUAt Smd EVA1AATtONS Fg10M01O Q~ 0 S o ' G , ^~e ° - 8 \ 978' 804p~ , ~ I~ ~ A - 0 15 , 3 -x.88 A:- EMENT PERMrr DETAMJNB A SPECIFIC u~ AND SmNB. Q kk, 4e f''~ c- .-(."~o'a ~ ~ , ~ ~ aR, ~p,~
VICINITY MAP +wr cIIAIIOE w uBE at ANY xrE cLTERATan MA ' &tE DLTERATN)N MAY RESULT xt SUSPENSgN OR q ~c97~ ~ ~ 10, w ~ , , . 12 ~ ~ ~ o(fl a ~ . ~ N ~ I „
REMDCATiOt( aF CERTFICATION. IN. ~ y0 \ 293.13' CI ' 506.6¢% ; F m ~ ti`. p1 c~'
os3 a N M ; ~ ' "E 5~ ° ~ 2 ~ t 1.5r~ tl. 1 M a n ' X50 ~ ~ _
~ SUBDIVISION DISCLOSURE STATEMENT m y del a .a",~.-.--=~so a ~ ~ w,l ~F N, 3• 8 ~ sr s '~t-"2 ~ , - d r ~ ,
I, , SI~DfJISION ADMINISI I. All required IwproveRAnta have Deen certified as complete, REVNw OFFIOER ~ NUIKE COUNTY, ~Fl. THAT THIS F I~DNISION ADMINISTRATOR AND ma so ~'.c C, ° b ~ * 3 ati ~ ~ S , 2 '
except for the Bated Improvements and these shod be A SON SUBJECT TO AND APPROVED iN ACCORD I completed by the following dot ea: ~RTIFY THAT THIS PLAT CREATES O' V .S t„t S ~ I C~ 1.1'0 ~ , IT ~ °a" _ ~T?~ ~ 2,~q, 1.27 a 'y , tsMatED IN ACCORD wm( THE wAKE CLARENCE KIRK ~ ,tip , J, r c-3
(UNCOAPLETED IAPAOYEAENT) (DATE OF COAPLETION } N ORDINANCE' AND THAT R IAEEfS AI ID THAT R MEETS ALL STANDBY ~ PO - 2 "G. ~i 1.68 Y~,, ~ j 3s x85 aN i~~ ~ ~ DEED BOOK 3670 PAGE 699 s ~ ~ ~ vs, •FB;, ,tit /o, Ii uSa cERnFY THAr c;oPlES of ALL DEED BOOK ? 768 PAGE 202 , d' h P~ti 2.04 a ~ ~ ~ , "~3 ^ „ ° ,3 m , ti3 ?~s O
A REWBIEYENPS FOR RECORDBiG. i ALSO CERTIFY THAT i B NECESSARY APPRWALS OF OTHER STATE AND LOCAL AG TATE AND LacAl AGEt(CIES HAVING 0 0, ~ l F / • 9 if'" = IO ' : ' W ? , h
c, JUR1501CION OVER THE ROADS, UTILmES, MID OTHER wl D. HAVE B~`7d SUBINTI'ED TO ME AND ARE ON FlLE IN MY ( (IES, MID OTHER A~ROYEMENi'S ~ a 1.4P ~ >7~ x.70 a //•q?N 22 ' If 0"t35A, a+, ~ I r` JtE ON LE OFFICE EIP iS 0.88 ~ M~ ~p ~ /~£Q2, s'. W 1--1~ a-~` ,5 19 ,I{1y h Q
E. NEST OF CORNER ~ N 2g0 0 a 35 ~ 1 ;1 ' C-? ~ G 0 x69 a`o3 ~ ~ ~ ~ 2
II. b subdiriduiotmer(s), I (u), Jaf~NNY WATSON a?T~ ~ sueolvls~N ADMINLSTRaTOR/REv se° 2a W M 1.47 (.3 , / ~ ~ N ADMINISTRATOR/REVIEW OFFICER ~ ?s'o , o ~ ~ s ' ~ _
7419 E US 64 (rSTREET ADDRESS) ' w ~ , r:4i ~a IC- 4 ~ ~•y , F a x~ N 3 "~'4 h ~ e ~
KNJGHTDALE, N. C., 269 3982 (CITYiSTATEiPHONE) ~ Z . t.14 a ~ C- C-2~ G ``'~y ~ x70 ..off .ti ~ ~ ~ ~ 33 ~ , ; I 1 ass a ~ J Z ~
am (orel responsible for: CERTIFICATION OF OwNEid I. Construction of Ill required improvements In 'ICATION dF OtBERSHIP ; ~ ~ f5 ~ ,'v d~ o~•• ~ f •6,B ~ W ,,k ~i~. 6~ fro ip ti~ e~ x86 a ~ LOt 3 , m ~ y ~ ~ ` r.d8 a ~ 6 ,N o, Q
accordance with the approved preliminary plat and The ~:Ae•?aIBR•d R•r•by d•rtify thet I ( construction plan: fA• prH•rty ab•rR and dacrihd hereon, rh I i f r tAer I an (w or•) t1o owor{ of BOOK OF MMPS 1998 PAGE 1109 ~ s, ~ I % ~ ~ .f ~ ; ' ! I \ ; 2 ti 6 ~
2. Completion of all improvenrhu per seA•Iule above; 3, Molntenonce of each required iaproveaient unill aubdiYlal•R J•rladlctl•R •t tAe C•YRty of w :rihd horvon, rhlcA Is In tM ~ b ;~,w ~ I~ p ; 1~,~1 O I th• CeunrY of wok• and that I (w) ~ h !ti ~ ~ ; ~ 2 ~ -4 C~ ~Y+ 6 V h i r ~ i • ' , C1 ~.l A BOA
aasusted by: hreby adapt tAla plat rlth Aq (our) fro e (List all iryroveatenn a prospective maintainer) ~ nq (our) trop eoo~oat. M - ~ ~ ~i;' ~ ~ 0.'~O ap\ n v - ~ •k p y
e. P(fat tC ROADS JOHNNY WATSON BUILDERS h N J ~ ; ~ 26 3.21 Aj o ~ t. N • ~ ~ , \ 7 e ~ Q i' , , , , A ~a , `'ec A
c. D. ~
E• orMr 4. Provision to IM proepuctlve buyv o} any lot aAown on dau !04.18 ~ ~ , ~ t% x70 N 132,15' R' 0 M
tAls record plat ritA a written disclosure of (aS my (our) responslAlllty for eotpletlnq the required 82°4! 41 W I1',f,Zf t-"--" u~ ~ ~ N g2e3 ~ 186.2 I I se r',
Impravitrn la and Iis sthedu le and (b) those provislona of the Ilbk• County Subdiviston Requlationa regarding owner ,
tAe Nthholding of building permifts and certificates of occupancy pending the conpfrllon of improvements. M 100' NEUSE •4~ ~ ' h G,• ti ~ 27 4-
Satiom 3-3-11(0) (and tM raotmrndation of acceptonu of publit roods by NCpOT, Section 3-3-II(E)). RIVER BUFFER ` ; ' 0 78 ~ ' s~ ~ +n j QA
DONALD COOKE 3 " n o f i I I i n g o r the erection o f permanent s i r u c- DEED BOOK 5430 PAGE 29 ~ ~t~1 ~ ! ~ '6~
Norarited Signature(s) (Use tAe appropriate There sha I I be no f i I I i n~ ceriificatlonforindividuol(s)orcorporatlon(a)). cures In the Oretl$ Of p14~ N `6 A 3 71.28' eas of Wake County F I ood Hazard So I I s or Federa I h ~s;',.''~ 251x0'- R, ,y83o "
III, Contact Woke County Subdivision Adminiatratlen tar Emergency Management Ager ~ N89°21'16"W M` ~~W ement Agency (FEMA) 100 year flood zones until a o,
current Information about tM subdivision's status concaninq eorplsiion of required imprownwnis and the flood study I S Oppr OVed I; approved b y Wake County and o r F E MA. JOHNNY WATSON BUILDERS
application of Wake County Subdivision Regulations regordinq the withAoidinq o} certain building permits end r a
ur nflcatea o1 occupancy pending completion of required Improvenrnta (and tAe recommendation by NCDOT that ~ FUTURE DEVELOPMENT ~ *
public roads be accepted for nalntenance.) Before ccqu i r i ng o bu i I d i ng (a3terisk) the builder may n o building permit for lots marked by on ~ it r need to obtain a Flood Hazard Area USe •f CURVE RADIUS LENGTH CHORD CH. BEARING de moy
NOTE: No Building Permit may be Issued after either Sox o} permit from Woke County EnV I County Environmentol Services. The bui Ider' s C-I 975.00' 314.55' 313. f9' N 57008,34"W
the lots have obtained building permits unless all applicable required Imprownienta hors been certitled as engineer, architect andior S Ct andior surveyor (as appropriate) mUSt C-2 25.00' 39.27' 35.36' N 02°54 02"W
compiete~any deadline has passed without the Cer t If ihOt a I I f I ood hozar Adminiairatar of Subdlrlslons receipt of the y certification of cortpletlon. For Publicly flood hazard re uirements are met, CURVE RADIUS LENGTH CHORD CH. BEARING C_3 525.00' 207.76' 206.40' S 33°39 07"W 4 C 4 25.00' 36.99' 33.7 t' S 69 42 26" W
Dedicated Roada, Building Permits my be Issued }or nor more than 75r of the lots vstil the rCDOT C-55 25.00' 39.27 35.36' N fit°05' 58"E C-5 915.00' 110.81 f 10.81' N 69x38' 34"W C-56 25.00' 39.27 35.36' S 27°54'02"E C-6 50.00' 31. I6' 30.66' S t7°3808"W
Dlatricf Engineer reconrawnds tAe acceptence of all new roods sAorn on this plat, except 1001 of Auilding Wake County hereby accepts, for the use and benefit Ot the gerlmal public, the right- C-57 1025.00' 27.92' 27.92' S 72°0T 13"E C-7 25.00' I9. 73' 19.22' S 22°23 07"W of-way shown on or oMerwise provided for on this plat as ~dfcated for public roads C-58 25.00' 39.27 35.36' N 87°05'58"E C-8 50.00' 37.85' 36.95' S 57° 10 24"W
permits may be Issued Drior to publit road acceptance NOTE: AREA COMPUTED BY COORDINAi if the roods are couplets, petitioned for acceptance, BY COORDINATE METHOD. and assocfoted public improvements. This acceptance does not include the County's C-59 t025.00' 419.32' 416.4!' S 59°37' 13"E C-9 25.00' 13. 14' (2.99 S 63°47 45"W
and the subdivider and County snnr Into 0 maintenance ogreenrnt with a flnanclol quarontee. NOTE: NO NCGS MONUMIENT WITHIN 2( acceptance of ony responsibility to conshuct, install, or maintain the roadway or other C-!0 25.00' 27.08' 25.78 N 17°41 57"E NT WITHIN 2000. C- l i 50.00' 50.52' 48.40' N 15 36 39" E
NaRTx CAROLINA, caRm, public Improvement Intended to be constructed or Installed within the right-of-way. C-12 475.00' 52.65' 52.62' N 4 f ° 10' 04" E
I, A NOTARY nl•Llc NO'!E: LOTS WNl BE SERWCED BY WELL AN CED BY WELL AND SEPTIC TANK. COURSE BEAR ! NG D 1 S 7ANCE C- f 3 25.00' 22.54' 21.78' N 70° f 0' 17" E C- f 4 50.00' 44.89' 43.40' N 70° 16' 44" E
Fat LAID CaIAITY Atq •TATE DO NEIE•Y CERTIFY 11MT ~~uLLY P i N: 1773.04-74-1026 n Ad t t i L - ( N 47° 54' 02" W 25.00' C_ 15 575.00' 34.5 i' 34.50' N 86° 10' 53" W .1026 Date Subdivisb minis ra or Review Offker C I6 575.00' 150" 53' 150.11' N 80°24' 02"W
APPEARED aFalE RE TNIe DAY AND AcNx°w.E°aE° TIE IrE ZONED: R-30 L-2 N 72°54' 02"W 67.28' C-17 25.00' 42.05' 37.27 N 24°42' 39"W L-3 S 72°54' 02"E 88.58' C-18 475.00' !20.32' 120.00' N 30°44' 08"E
EIECUTigN OF TIE ioAEIN11Ma INaiRUAENT. wlTtEa Ar wwD , to~. L -4 S 47°54' 02" E 25.00' C-19 ! 025.00' 150. 13' 150.00' S 40°33' 59" W
I, , Subdivision Adminisfrafor and Review L_5 N 2!054;02"W 123.9' C-20 25.00' 36.09' 33.03' 5 77043'22wW L 6 S 17 07 34"W G-21 575.00' 236.21' 234.55' N 72 4i' 37 W Officer of Wake Coun?y, certify shot this plat creates a L-7 S38°13'16"E 133.18' G-22 !025.00' 150.13' !50.00' S48°5T 31"W
-NOTARY nlletle subdivision subJect to and approved in accord with the Wake C-23 1025.00' 133.62' 133.52` S 56°53'22"W
I, CLYDE T. PEARCE, Professional Land Surveyor No. I-2481, certify that this plat is of a survey that creates o subdivision of County Subdivision Ordinance, and !hat if meets alt stotufory C-24 50.00' 41.08' 39.93' S 37°30'48"W
land within the area of o county or tnuniclpallty that has an ordinance requirements for recording. C-25 25.00' 20.35' 19.80' S 37018;04~W C-26 50.00' 35.00' 34.29' S 81 06 09 W
that regulates parcels of land. C-27 50.00' 40.00' 38.94' N 55°55'37"W DEPARTMENT OF TRANSPORTATION C-28 50.00' 40.00' 38.94' N 10°05'33"W
C-29 50.00' 40.00' 38.94' N 35°44' 31"E
CLYDE T. PEARCE, PROFESSIONAL LAND SURVEYOR NO. L-2481 i D I V I S I ON C H I GHWAYS C_30 975.00' 43.50' 43.50' N 59° 11' O7" E Date Subdivision Administrator Review Officer C 31 25.00' 21.75' 21.07 N 85°23'26"E
C-32 50.00' 45.08' 43.57 N 84°29' 18"E PROPOSED SUBDIVISION ROAD C-33 975.00' 126.88' 126.79' N 54°10'44"E
' I, CLYDE T, PEARCE, certify that this plat was drawn undo Approval expires if not recorded on or before C-34 975.00' 127.68' (27.59' N 46°41'58"E
my aup•rviaion from on actual survey med• under my aup•rvl•ion CONSTRUCTION STANDARDS CERTIFICATION C-35 575.00' 203.31' 202.25 N 41 a t3~ 30~ W
td••d d•acriptlon recorded In Book ,page •te. K otA•r), Fll that the boandarla not surveyed are clearly Indicated as drarn REG FILED FOR C-36 25.00' 38.39' 34.73 N 07°21 35"W C-37 975.00' 107.43' 107.38' N 39 47 29 E
from information found in Book page that tAe ratio Gv of preclalan des calculated is I:t0000, rhos thla plat race pre- REGISTRATION C-38 625.00' 152.2x' 151.91' S 5602020"W APPROVED C-39 25.00' 41.36' 36.80' N 69°I7 27"W
pared In accordance rich G.S 4~-30 as amended. wltReaa my oriylnal signature, reglatrotlon numb, and seal this 3 DISTRICT ENGINEER C_40 575.00' 92.28' 92.18' N 26°29 54"W C 41 50.00' 64.Ot' 59.73' S 30 35 50"W
day of JANUARY A.D. 2000 C-42 25.00' 22.17' 21.45' S !9° 19' 36"W
LAURF REGIST LAURA M. RIDDICK DATE C-43 625.00' 50.49' 50.47' S 47002 39°W I T R OF DEEDS C_44 50.00' 35.00' 34.29' S 87°19 28°W REG S E C 45 50.00' 35.00' 34.29' N 52 34 06" W
w~___ Surveyor WAI WAKE COUNTY LEGEND C-46 25.00' 20.01' 19.48' N 67016:43"E
PLS-248( C-47 50.00' 107. 10' 87.77 N 28 50 48"E • EXISTING IRON PIPE C-48 675.00' 109.66' !09.54' N 49°00' 11"E
Seal or Stamp Registration NuRlber 13Y: o NEW IRON PIPE c-4s 500. oo' r 12. as' (12.25, N 10010,10" w ASST/DEPUTY G-50 25.00' 35.26' 32.4! N 23 47 10"E
RECORDED IN FILE: DO1N976 CTP2386 C_51 675.00' (24.05' (23.87' N 58055 18"f P 200 ~ 20p 400 800 C 52 525.00' 295.00' 291.13' S 37 59 52° E ZDED IN BOM G " . C 53 525.00' 309.76' 305.29' S 70°59`52°E
SCMLE' I 2^^ ....r ..nr .ev rer n nnonwr nnxr
EMNL 11111111111 1 DATE: I -3-2002 11-U14 VV 100.0-1 101. to J Av `y V`
ra-ffl GRAPRIC SCALE - FEW
'IV WILLIAMS - PEARCE & ASS( ASSOC., P.A. Professional Land Surveyors P.U. Box 892, Zebulon N .C. Phone [phone]

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4
SEDIMENT BASIN 4x10x10
~ ¦
INV. IN ELEV. 309.0 ~
ES . ~ ~ :k: _ ~
_ SEDIMENT BASIN ~ / ' ~ 4xioxt6 / \ CUL DE SAL S'
CUL DF SAL ST +9 " " A. 2 6.17 STREET B a
1 1
I I
1 / / SEDIMENT BASIN f BASIN
GRADETDDRAIN 4x10xi2 2' MI . ~ ~ 1 ~ o
~ INV. OUT ELEV. 299,78 r ,,,v .299,78 2
~ ~ / Ib ~ A
Q. ~ ~`~r'"'. 1 ~ , ~ ~ / ~ 7, t 2 MIN. y ~ ,
/.,l / o / . G
/ 4/ / SEDIMENT IN CHANNEL X-SECTION a ~ ~
. 3 / / 4xtOxt4 ^ / ~ 8
~ / /q ~ I \
~ / / ~ : 4l ~ / - - 20' DRAINAGE EASEMENT
/ I ~ / ~ - - / .•s..
/ / f ~ VELOCITY DISSIPATOR _ - 1 r 0
l / 1 ~ I CLASS B STONE I L . 21' W. 11' NORTH AMERICAN GREEN
STA.0+00 / o ~ I PC STA. 0+80 to ~ DEPTH = 24" LINER C350 OR EQUIVALENT ~
/ c(~ l ~ \ u . CHANNELtINER LEVEL SPREADER
I f o~ ~ ~ ~ r PLACED OUTSIDE RIPARIAN BUFFER ~ n
/ 1 10 w / • \ 0 YEAR BACItWgtE ' Q10.4L7[FS ~ ENTRANCE WIDTH = 30' Li
/ ~a ~ 11.05' E. ~ ~ DEPTH = 0.8' Z
END WIDTH =3' LENGTH ~ 40'
I i ~ ~ ~ ~ SFOrMf PT STA. 5+16.33 l , „ PC STA.14+1b.33 ~ w
~ ~ ~ 4xlox NreasrN ~ STA. 6+31.33 STREE ' A = / ~ ~ Z~ I' a u ~m
~ ~ ~ ~ ~ -.INV, IN ELEV. 307.65 °'I ~ STA. 0+00 STREET B Q . ,gym i
/ / so' ~ ~ ~ fRq ~ ~ \ / INV. OUT ELEV. 307.05 ~ ~ u~ ~
f NSlRU f ~ ` ~ ~ a , SEDIMENT ~ l l lV rRgN Tr4N ~ ~ ~ ~ ~ 4x BASIN ~ / f ff ~ \ ~ ~ ~ ffs 10x11 v1 ~_x
I ~r~~ /
:600.0 ,ir' ~ ~ X rn
/ / ~ ~ - 1000.0 ~ -_'-C2 R pw _ _ _ _ _ - l ~ O
I 4X10x15 aSrN .i:;L - a a 50'R/W 20'BST ~ SE~IMEN """'----------STREELA._____-_._. aa.
4x1o ~sasrN x15
VELOCITY DISSIPATOR CLASS "B' STONE I
L_trw=6' 3 Siam
DEPTH = 24" 6 ~ 35 a'''te Ct1,
.4 s
1
. Fj!,,, Q
~ Y~•
2' MIN. I 1L ~1 . IIt11lIL1
W 2 2
~1 - TOTALDENUDED AREA - 4.12
SCAtE:
o CHANNEL X-SECTION 1 .50 HORIZONTAL
1"- 'V R
- 5 E TICAL
• l +00 9+00 10+00 11+00 12+00 13+00 14+00
+00 3+00 4+00 5+00 + 7+00 8+00 0+00 1+00 2
325 W 325
320 . 320

315 . 315
u
z
0
r- - _ 310
w
Y d
f
05 3
li
300 '?l
300
DATE
REVISEQ
JUNE 2002
295
295
a - 290
290
- #
Zas ~
~ - 285
280

r
' a a ~
i ~ ~ CUL DE SAC STA. 3+23.32 STREET D
¦ I
~ 10 1 ~ I ¦
~ ~ I t / -
'y SEDIMENT BASIN ~ v \ ~
4211x34 ~ Z1 ~ ~I 1
STA 14+71,23 STREET "A" = ~ 1~ I /
STA. 0+00 STREET ~ C y r
EA 6~OE D.A..0.78
gOFF CE A\-ON INV OUT ELEV. 299 INV ac. ER Pa\pa1 1L~ FEN ~ IN ELEV. 300.2 ~ 1
REPA F,a\p I.PtES 5\•Op 181RC~ v 1 c c(pc/ ~ 1:: ,
(qss Tyo/ / , N2„ SSA ~ : ~
9 e~ce' o~FS _ _ _ _ _ _ ~ \05,~ LAW\0 'yl~ 10' o ~4P~ 5 , ENO OWPL ' _ - C3 R ~ 550.p, - , , ' ~ Rla pgTp ~ ,
EN ,~,o ,3 CEP ~ ~ - - STREET_ A ~ Ofo / , oSO l:
ENO ~ rt ~ , ~ ~ Sp~R ~ ~ ~ I3,Z~° I ~ l:
/ ~ ~ BST ~ . /
/ u. ' ~ ~ ~ ~ i ~ 100YR BACKWATER EASE. ELEV. 302.00'
3 4~ , ~ ~ EDIMENT BASIN ~ ~ 1~t1 / s 4x1ox2o ~ ~ P~ / ~ ~ ~ ~ ~ S 20' DRAINAGE EASEMENT / - - - ~ f _ - 1 V v b I ` ~ \ ~k O~MF ry / IN IN ELE 296. 0
Q(>,L / ~ / ;5,,,,,,, WEIRLENGTH~10 ~ ~ ~ ~ ~ ~D~. Np 56LF48`RCP,~'`r'.;;~'
/ VELOCITY DISSIPATOR ~ ~ LEVEL SPREADER ~ ~ ~ / / / ~•,~j•'••~'•' ~ A~pR CLASS "B"RIP RAP ~ ~ ~ ~ N - - / - r-
/ ;~:.y~4;;;. p\551p p PLACED OUTSIDE RIPARIAN BUFFER L - 9' ~ ~ \ / ~ \ / / p~ c~
i ~ S ENTRANCE WIDTH -10' \ sF Tcy ~
~ ~ ~ ~~p5 , DEPTH = 24" ~ ~ / , w5 ~ DEPTH = 0.5' D50 = 23" \ \ ~ k?Sx NTe / e C,~S ~y Ck u \ 66 qS~ / ~(/'~fR Z
i ~ / o ~ ~ 35 END WIDTH =3' LENGTH =10' ~ N 3 N / \ ~ ~ ~ / ~ fR~ C9,y
;boo/ ~ q EpS ~ PC STA 18 06.97 x.18+06 97 ~ \ !~l ~f cRf _ 4 /o h~/ Q~/~ fN L7
C2 R ~ ~ ~ ~p,5\N v ~ 0 0 =ti3 ~ - ~ ~ 1MEN~ v p5 ~ ~ yF l`~o AlfNr W ~o RO ~ba/ Jm
~ Sf0 y20 ,10 2 ~'~'10 F.NGtN ~G
WE\~\' T , Sf ~ ~ ~Y .Y.. (C. t4~ - r
~ FF~/ y~'~o MFN ~x/OMEN ,".;i~~.: \ ~ ~ ~p
~'Fjp xlp TB (F qS qsi ~,,'pp,~, /a-. STA. 19+36.97 STREET A - cr fN N ~ `~C` ~ ~
~~T ~ H G t.a a a ~ Ty, ~ y ~j'. A ~ STA. 0+00 STREET D ~
)p,
~e ~ O I~ , R~pS/Aq C \ p ~ Z
FA s T ~ fs a
Oso Ty. RQp oR ~ ~ d
~ti ~ ~ ~P \
a „`,a,uu iw pry, Q~P ~ ~ ~
ti ~ \ ~ ~'~y
S A p ~ ~ R~AS/p .ro
h' F,o S qT ~ ~ - = qs o T ~q oR
\ ~ anuuwu
r
SCALE:
1" = 50' HORIZONTAL ~r 1" = 5' VERTICAL
n~.: ~n~_ . .
19+00 20+40 21+04 + 1+00 2+00 3+00 + ' 0 00 4 00
15+00 16+00 17+00 18+00 14+00
.
320
320
315
315
310
310
o r u
Z
0
305 w
305 _ Y
0 a
3
° 300
300
295 ~ '
E T D
REVISED
JUNE 2 002 290
90 2
285 ,
285
- #
SHEE
~---.z..zr~-_ : _.vx_-T..---. ~

_
A
1
ti
.
. t
~ [Cf'r pISSIPATpR ~ VELO p M ONE
t [LASS B ST
t L^9~W:5 t ~ ~ PiH : 22" DE

STA. 0+00 STREET "C" = t
STA. 14+77.23 STREET A _ - - - So' siw Is' 8ST ' r
4 _ STREET _ C6 ~ ' ~ -----R~ 10.~.~. _ - - _ _ [UL DE SA[ STA. 5+23,69 N
SEE SHEET #1 FOR PLAN VIEW STREET "B" m ~ - _ -
I ~ I J \ `
`...i / V
I _ ~ \ W m
1 ~ 1 Q `O ~ ~ ~ rn
I I ~
11 i j cv ~
~ ~ ~ ~ r
~ 1 r-
(I O~ m
..l
C7 ~ Z d 2
~~tld~ltit 17Ihj~U~~ y gr
J~\+ ~ Q s ~ ; ~rL~ut4„~• ~ ~~4
v°~ n a
~y e
~l Z .
" V 4 q'i
G a~~ ,
"'~umm~u~~`~
SCALE:
r ° 1 = 50 HORIZONTAL
1" = 5' VERTICAL
0+00 1+00 2+00 3+00 4+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00
325 0 35
0
320 320
a
- 315
315 -
0 0
u
310 . ~ . Z 3
0
u
w Y
Q
305 - 305 3
300 300
DATE
REVISED
295 JUNE 20 245 02
290
_ ~T # SHE
%will& sr-W I
- 3

• o~
Level S read p er (not to scale) h
2 O
U
diversion r'° "Transition
,r» Car ~ w to 0 grade / p~p 2
I fir-^~ .1•w .r y, ?
2
i s•• y Stabilized ~ ~ ~'~r.r. u' y~ slope W
Stable s tiN ~ w , w• ~ ,t. y~ v M'" tuldisttErbed .1, ~ r, tt• ~ 1' ~ y y yw y.
as ,a.. }w .f ~ w I w"ti" L
Canstn;ction , # The maaia~ shonld be ~ mirdetnm or4 A rvWe exte,wldq 6 iot:lKS over the
Specifications OP ~ 6nritd b iaeher deep;n mat uen~h ~ ~ ar>oaa as apiast smooddy at wd aM be ~ edtc. t1e upper fin,..
aose;y sp,oed havy dnty wi,e anefy aea;n puoe,~im aapla r leatt ti lrldtes ~ / ~ t
2. Errstre sat dte spreader li it kwd r
D a narwm spreadia` of uomt rwq(f, ..'t5 * ~
J. Corwalet the kvt! ~tedu q1 v~rbOd soil (at# oa C~. FACE 4F CURE t,16 5p,E , I I
+.1~/ +,075 `'C~gsoplna,Zpp iealOt? faaro I ! I ( I
anootbly to Ck width aad depol ortbe 16e 6vasioo chatme! b blend .,a -.ts •.ts t I •.?S ~ ~
Eztst, oA 1 ~
CrDSS $eCtl On PEOrosED MYEMENT S'-0' 9'.p• ya• S'-0' `
Material ' R ~ ~
stapled in J yadable Piece 15 ~ I I
I I I I
r, , III mlri _ I I
=1f1 11 = t A. LevelRp I sjl I - - - ~i CURB & GUTTER SECTION . Ill~ll 1 1~s' I 1e~ I
a sP'eader ~~Ir Ifil-=llllh_- t - IIII. p I I I
~Itl 7 ~ ~I f~ _ I 1_._ I -1-~..~I~ _ Buried 11 . I
Iq ~Ilih-III B• min I I j I ~ ~s~ ~i
~punilobOnrTaNwlap,aaiNraaa I _ aaeaon, I ~ I
l . ~ I I
S. Dispose nutoQ from Ule
asecd lo$.1Haire sure ule speader acroa: a ptDperly wbr'au~i s>ape to .
centlatiag. ~issurfuientty,smoothutkapllowfromcon• vAR p .e' p•c. S'-0'
i' s rAVEA1EtvT s'.a~ b. }mmldja{e) aftetils WIDTH S?t04Aael y constrnaiort• apP~t+riately seed u,d mukh the emirs duturbodaraof Urespmder. i 55~ d' S, Z' 1
I
.+Iehla~iJt18 ;a,,; Aenknum l)Imensbne for Dalpn Fbw EnvaneaWidth DaPth EnQWtd6A kaa I I
LtrvelSpneda e!a -mintnwmdlmmd6nlnfail-... 0~ ?.16 +.15 ?.16
a1o to 0.07 -e,os +.a taxa os a 10 1a o.e, t 3 zo. I i
20~o za • Cat ' J aa~..; -o.a SIOFE AS REQUTAEO •h o,oe
.q ,tJ ~:r
.,1J .

• TEIUWH MAx.ssoFE SECTION AA IEVEI 2:1 '
8. SHOULDER SECT rowHC 1:1
ION HItIY 1-i4:1
FIGURE 6
FIGURE 8
DRIVEWAY TURNOUT GRAD
ES SYMMETR1CAl C - UL-0E SAC
. NO CURB & GUTTER
NOTE: I env
ADDITIONAI AJW MAY aE 1 i I REQUIRE0.T0 ACCOMODATE i w I
ItNV i ! ! ~ TAPERS, TURN LANES AND I I
i ! , MEDIAN ISLANDS. j ~ I I t i NOTE; I i 1
i i I t ADDITIONAL WW MAY ItE I i I
t W I REQUIkEO TO I i t i i ACCOMODATE 1 i , i i TAPE1t5, TURN tANE3, AND I I I
t i MEDIAN ISlAND4. 1 I 1 I i ~ I
i - I I I j t ~ I ~ I SD' TAPER ~ 'I 1' TAPER v
i ~ i MIN. TAPER ~ I I taEGUIEfO FOR W LESS n S.o -0' IUIRfO FOR W LESS THAN 16'I
i i (REQUIRED FOR W To, I i I RIGHT'OF WAY +I
i i LESS THAN 26'f i j i I i I i i 6'-0" 18 ' 6' 2' p• S'-0•
to I I i i s-so' so• N, I w-sa' SHOULDER PAVEMENT SHOULDER DITCH I
SIGHT TRIANGLE i i I I i I slc~+r TRtF trend ~ la' 11' I I I slcHr nlw+c~ 0.01 I 0.02 ~
MV i tim•1
- .•s,-.-.~.~...-.~.~.-.-.-.- -I L.-.~. ~ ,_____s..~_____-, ~ ~ Ott PAVEMENT DESIGN ~ T •S 8" ABC OR STBC, TYPE B 1
1~' I R `~o' . ~ ~ 1.5" I-1 OR I-2
E.P. 6 -12 I I EDGE OF PAVEMENT ~ EDGE OF PAVEM
12 MIN. , EDGE of PAVEMENT LOCAL RESIDENTIAL ROAD
._.t.._._._._._._._._~.---•-•-•-•-•-•-•-----•-•-•-•-•-•-~ SHOULDER WIDTH •
EXISTING ROAD BETWEEN AND 6' SHALL BE APPROVED 6Y 1HE DISTRICT ENGINEER CONSIDERING ADIACENT UNO CHARACTERISTICS
EDGE OF MVEMEM E)OfiNG EOM EDGE OF PAVFM EDGE OF PAVEMENT t
STOP CO NDITIOI N 'NOTE: Permanent Drainage easements may be required to occomodate droina a be and t S1BC OR ABC j
g y he ngh beyond the right-of-way. cc L
RECOilYU~1E LADED ROAD CONNECTI ON 50'-0"
1rVITH INTERI OR ISLAND Z RICNr of wAY _o
e'.0• 20'.0• ~ . d -0• 6'-0" 2 0 w
SHOULDER PAVEMENT SNOULDER DITCH tll
'NOTE: Permanent Droina~e easements may be r fired to accomodat equ a drainage beyond the right-of-way. FIGURE 4 i Q~ ~ a.o2 0.02
0.08 0.08 `h ?
--l Z .~Oe~ PV i ~l 00
RECOMMENDED ROAD CONNECTION 5 A EMENT DESIGN O 8" ABC OR STBC, TYPE B = ~
1.5" I-10R I-2 ~ Z ~
NEW LOCAL RESIDENTIAL ROAD OR RESIDENTIAL 0.'00• F- 0~
ia' s' a' ia' RESIDENTIAL COLLECTOR ROAD ~
PAVM . Av COLLECTOR ROAD AND EXISTING STATE MAINTAINED Ca Z w ' 'TERRAIN MAX. SLOPE 0 u O O
4 ~ RO M~IMUM AD ii Z lE~'EL 2;1
ROWNG 2:1 l~
NIIlY 1- V1;1
STOP CONDITION
DETAIL SECTION vl~w of INTFRInR
STBC OR ABC
ISLAND AND MARKER v
FIGURE 12

Cross Section z,
MIN
Material ~ Variable stapled in x ',fhu
place I 8 _ _ _ _ _ - - ~,3~,•,, G Trench U Cream
- 11 I - min III- _ (I STEEP COT OR ill! !LOPE e - I I _IT(T 1=_ I I JI II -11 I" I I. l End of Storm Dlaln
LeYalrlp ~ :1111=11 =1111=11 VIII III= _ ~ _ii, of s eager. I I ~I- dil- I I- ~ 2.1 salt (NA%7
Buried ? _ l~ I iI (III. ~r • Overflow
6•mm - Ir - CROSS SECTION
coNCAEic e<aX canN aaslN Level Spreader (not to scale) 1/3 PI IDlame~er
«0.5 1tA3HTD SrOrr[ nlrER
Vegetated y. r•~ o Transition UPSLOPE TOES POSITIVE GRAD[ L0% NA%. ' dPSLOPE TOE .~~~I z
A ¦ • a diversion ti; F: ' ~ ~C,,, . Io 0 grade • . W „1,+A~ SIDE SLOPES 1 ---i • 'rr
STORAGE SONE ~"~lar.'~`M1~ '~~'"`~y. rW"Y+ 2'I (MAX.)
' • Ar FNO a PrWCti CATCH A I a / 'r' ~1 .e. j,. ..oar. v : • • y I w..'i, IC R115E0 AS NEEOCD r~ 7GG~NGCO•[R ,;~,~z,;,~ ,.~w1 : ~ y~ v A~~ . covRStaSLarN11N. ` ~ 1•- /Avr~;'.y','L"~,9i.ry~;,.l,O . o~~+t' ~ ~ , r r W Slabilifed , ' 01 ~4/WOOOdm P(4Y~terl0r wmAa[[ .s Ow[tt[o sr rNr [NCrN[[R ~ Y
Gds, , w~°,. J. ~ ° + ~ .r r,. y.. Y slope ,J 1.1 y„ ~ / .4 ,Jr Y Y. W" • I , ~ • t1YYSS 1~ lllusaailon of Plywood Idlet Protteioa for Slarm Dnio , Under Cousuuuion.:~}
iv[pr Stable ' + + ` ,.,..I,. •g.Y ; y, r . GALYANIf[0 MARDwAR( J• ~~1~•. cLmN w/''/!'GRID undisturbed L; A + ~ ~ + p~ . outlet w1. J. A, b.~. A, d. u, „ r ~ ~ ~ ~3 ~r'- L~ • • \ • ~ - ' an,a q a ; ' ~ . Steel Fence ta+[ nn[s - Nt1 I:h a
.a r , Y' 1,~ y6.. J Y~ I w d• Upstream End - .no.a,n( ~ \ ~ ~ \ Past of Storm Drain r ~ 4~ acs ~ -
PERSPECTIVE VIEW t a~ I I y, .L 1+ F ul,. .b,1 J 4 All,. AI, k Y nN :'y,' ~c`A ~ _ ~
- .:;RpwAR(CIOTN /2•t /f•OMD t^ ,.1.. A.. J... ~ .I L, Y„ ,I~n„6, .I I, 5.. y. 1.. v... L ~ § ° ` y aa4[ STEEP CUT OR iItI SLOPE OVeffIOW af. ~•'~S' ~ r ~ ~k
r100D SrORAO[ NN[ c01MSt as oLOtx LAID ADCwAr3 ON rN" S[aMENT 7TORAOC IONC 7 S10f3 Of CATCH }ASIN r O~w ,nT~M,~~ ItOraI OASIN tUAtIlY „j„ol/,ma,ro PLAN VIEW
!3 Pfppee ~Dlameter ,
" ,4 FRONT VIEW ~
U' ilOw I~. /Sat CULV[R1 .L r.°[ ~ 5 ~ max ' •f1E0. POST
sl L3' ,n , „ „ bankhei ht IV Stream channel + ~ ` s w.. , ~ D ERSION • ~WOI[N N,RE fAMq ERSION DITCH ~l ll ~l -
t" I u. t r•--•caNCRETE rootlNa reD w~ , M,M ' Ne. S WANICO STpI( rllT[R LAID AGAINST NARDwAR( (LOIN I II NAX SIOr[ I \ ~ III ~ U U U U SA,T f(NCE f'JOC
CLCAN WT POINT I I/2 OEPTN SEOINCNr STaRAGC !ON[ ! ,:p~• , / / ~l ~ Hardware Cloth / Washed Stone Filter
• Across Pipe Inlet q q fu xa( . fa ll(MIR OS SKTfrNEF eR4ORES, yyS5C M. St NASN[D STpI[ ti(Ylt Illaumlon of Siooa filler loin Prole<lion for Aoim Dnln Under Conurunion. MDT( '
SECT( N I ^A ~ P • E"• o vlEw ~ . ;°e,. / Surface flow -USE Sai fENt( D1ar uR1EN p1AINADE AREA qA0(
r ~ Ad diversion AREA NOT (fCECO 1/t ACRE Aaq M[YCR IN S a CONCENTRATED ftON ,I ,r• 6 aRN COVFR OrER
CATCH BASIN RISER /FILTER 'i - .•o ~i•.'', ~ . 771' ~•~••+~SRIRT• ,Tf[
:Kr AIggO SKIM if _ OrRECKO ar ERGRaf[R t
d .c e _ . \ SIDE VIEW '
" r ~ y ~lu h . , ~ ~ , ~ _ ~ ~ ~lil t~ r ' t( + ~ STANDARD TEMPORARY ! S LT FENCE
t _ OTECTION- - STORM DRAIN INLET PR
Stone approach section ~ Stoneover 5:1 max slo a on r ad r p 4 'f
filter cloth , i
T FENCE DROP INLET SEDIMENT FILTER I. Sll
OR EOUV. FABRIC CVT {ROM A CONTpK10U5 ROLL TO AvCO ,1pwTS. ~ • Flu 1 _TOP EtEv OF STORM W4TER
t. V.V. RE9STANT IBLACKIUOTEXTILE METAL WITH A AwMW LENGTH ar 7.0 FEET. STAN[S SHALL BE ~ P ~ °T
r. STAPLES SHALL BE Of HE aVY DUTY wWE AT LEAST u2•reCN LONG. SCI IaCe tlOw ~ , lALilattniilrl f0110U1itfl 'a 4tM111A ~nll0ltothe „u l,e~ ^es wnsNED uY I' flp Ex15TING SLOPE i 5 ONE ,u4x
Apl%r+0 TItE PERwfT[R Or TME NLLI A MAxMA•I W TIwEE FEET A/1Ri B ~ Itl:,Illttfl STAKES SHALL BL SPACCO dirOCUOrI SECLNIEIY ORIVCN WTO THL GROUND IMWAM of + rooTl diversion direction of Ilow and over tM prolectlve mulch. • a • t, a
a TRENCH SHALL K EXCAVATCO APPROX A- NrgC ANO DEEP AROUND THC OUTSOE PER•rETEP OF THE STAKES. h't lr ~~fi ' li= > W ad
w AND iaBRlt Shall K STALED TO TrC STAKES (fABRK FASTENED TO 1HE WPE AY t. IRE S, it RIP•RAP • vARlES
TME TOP WITH HTRE TES( WITH e• Of THE lABRIC AND 4- W TME MNIE EXTCNCWG x110 lltE TRENCH Orlglnal streambank • ' lD VIEW •
TNF HEIGHT of THE f t. TER BARRIER SHALL eE IS' MIK AHD MOT ExUED 2A•. I Mt.hor nettlnp In L BE BACKfA.LED AND THE SOIL COW ACTED OVER THE fAeRK. . ~ ` I III ~ ~ 6•InCh irmCh. In y
} THE TRENCH SM,~L ~ ` ~ ~ 11 Oro01nlt1 rHR Gr°tt 0 ~ y ~ • ' E%ISTING SLOPES
• Slob! FIINrrG W°Irr ? ~ I ~8~ a o'.erlap Jdnstrlpsbyanchorln9 '
_ - - - , wlr° Stone ~ Temporary access ` - INSTALLATION OF NETTING A OF NETTING ANO MATTING andoverlappin9. al"rq ARIES
fHNr foorlc _ =~11 ~ NDTE~ NEIGN7 ' RI I/2'•i ; 8 w1DTN DE1ERn11NE0 eY
~ S•olrnonr IeUR Rrnel l Filter cloth 1 APPLT UPK,fERRF1EaAtOSCm eaa+EU! _ i sTUrtuYac Tl[ Nt7fROM Tra Tao TK I E%t$TING ItiFOGRAPNY AND fRAIOStmlElOq(UTeIC1fKNETOAfVtT. ' ~ SEDIMENT RfROti itK Tan tut t1tANttt.aa S10KAIO t#tll0t,lrtpOkTl u I ~ r -'KEYED RIP Rqp STOR4GE REQUIRED.
~i, Y . T?c eaADEAlt,otr ucrrowrourloasnTaK - I ¢ ~ I xEY RIP VP INTO TH MGTDtATt.04StiTdtMSCLIUttatlllOtlfYR114ti-00 , ~ E 04N > FOR STABILIZATION.
_ S1Tl T•. NOTSTA[rCK tl t foerlt 1 i0S[NaITIQ MR, {(1fTT}i UFSt;pP(pni Bvrio4 wineFl t C OEEI, COYGt 1eTtI1SOR Mb1 TMIPfWMtYAS SifO ' _ ~S'wpsNEO t~1YMUPStAPtpnMASIAr;AtRU10fMOltSSTWWM1PI ,vy Y, STONE '
TREAM CROSSING DETAIL KcrtvcaTUOLAaIOUTOPOCMaYM.AAt ~mt~wPnR2tcrAS suowx sTW unK TOP 00 MItYM.A1tOtMOM [DOTS Att7 k?Tpt FR N
NOTES~SM•l aovcrlono rlo•{Gnli. Gnunl dope ROt to uuoA S%• M°A•O.A.~°p/rot. I/2 GCn. {r •<wrc.•.ar...3•ra•v,.ebr«.Ir,N., 14KRtT~fDlTAISAAEtAGSDI~TSG(,11[At ~W W~IIOR~aSa~iDal,[t~Y S~Gt,~M/yA^OV:~/,r/f l.D~ityS S~1[1,0~b~tD a'tt,~ r~iaa 1 YRII~R. RAhfT.ld V .:IA .RMN? I W
SoNRto v..{.tt. NODlrue°RtDAArtco OYERW[DIII/Jm1TAflEt1T00i11~.G01t AAt1tD DOk1l M ttlR[A, MAT 90~t0'f 7 t, TOJONTWO STAIPS.MATROtUtT0AM01011 R Mlrr xt. floltoT Sixfia we l.tt •
Pips Outlet to Flee Mee- t7tD Of T1It /RNgUi AOII S11K°Af SSOWl~ ANO lJf ATROtOtTOAMOgA AK t!0 aAC KL th tftiAtM Iuwx.ASSltalr<~woswucvorr ROCK CHECK DAM
No Ylea-0elined ChanrLel t7it JUST 1EtOHMAltWOASIOT, S NSPttTAI ltlll0[S KAl04rAlT, AMD AfTfR I a+onstoTa tfdoolrxr, Auo Arita ftAetSTO1MS TO of(Ot ra a tRO570K
2 GRAVEL 9 WIRE MESH DROP INLET SEDIMENT FILTER OISIOfAT1at0AfklttU'1AICA' ~05~11a0U _ rnosaNaascrvm.Ar~trAOOnwft~tt~otr KMaAM"VILCRLSm,AftDIDESLIL1MUDltOMAN1 - -
tKt~~LMrA.~T~rL~K~,,,,aAM"VIOI,AC V~tV~ G HARDWARE CLOTH OR CONPARABLC WIRE MESH W17M I/2. OPENINGS SHALL BC LAID DYER TNC 3dD A A t~ftRlr.{IIA1~ WlOM:i~llllt vlAK1Rm
PROP INL(T SO THAT THE WIRE FXiLN01 A YW, a 1/007 KTONO EACH SIOC Of TNC WIC{ , STRUCTURC.I/MORE THAN ONE STRI?OfYCSM IS N(CCfSART,OVCRLA/STRI?S1f0pT tMW.). ~ L TaP of aF,~
0. NCOOT AI S wA7NE0 STONE SHALL OE PLACED OrCR TNC o•ESN TOA Aele{I{I• tf00T OEPTN ANp 1'•a' FRCfaO,apO AYH, ^ TOP FtEVATIGN OF STORM wATFR CAP lisp OF PIP t m E PYC OR
IXTE NDIi4 BEYOND THE INLCT OP(NMG BY IB" (WN.). c. CHECK OEVK:E AFTER EACNR4N. REPLACL WASHED STONE If ITCLOGS WITH SEOIMFNT. Plan T PPD RIS'cR V,rnl SIOTa 5-0' KIN, ~f 1 ~ FLDOD STORAGE
4 t d 2~ al
TARP
.:,_y IB" Mln. crOrtl 12"MIn.OrdN Sr01mon1 LaE~ R~uno I f I ~ W e ~ r sm+uFNr sroRAS~ ~or%e
u7 w ~Fitler s w Ei11Bm sr IYPIUL RIPRAP CHANNEL
~ • ~~~~il}- M DlBnkx NOte3 ° a J 1 , PYC (NOSUrrst /`U12` D , 1,S ~ ~AffiITLFP7N
~ •K I the r }qrv, lpy~~T 4. 1 W_ 1, la 16 the lertpth 0 {prop IP" '~'F aP~• 6", GRAVCL t GIIAYEI. LEGGING I R U
Sodlrrwnl f111{no wmu wln M•M PlpeOutletbWeA-0erlned ~ 2. d • 1.b Umes the m~ ~ FILTER DYER TAF~FXTENOSTOTOEOFEIAOKSI,ppE I
atorb diameter but ' _ flTarl 6'. PIARA6000•SHAPED WATERWAY NEM BIONE CENTER (SHAPED BY tAILL002ER1 aY YRTN aIONE GENTEII DMIN TRAPE2010AL ~ n aUlE00ZER 1 z SEE NOTE t
3. In a well~leflned channel ex• . NOTES • Appfitoa..bN Nor, conunu°Ma n°.{ art tAP«ud, Bm Aot NMS poneM} Dt Morn,•our,•pnl • tend the apron upthe ctTannei w OwA6HE0 STONFf~,TFR • i TOP OF SLATS
couw McanwnNna a eellq}o b RoorOT {IrvclNa{, Nol Ik nw+tmonT, v11gt1a,rallA}awX,dldN pfopNN•1, Vnpr0lotbd Wlol, ol6. im n1~4t nm ngtjDJlOrlr. TAI[ yp• of Gtrlu RW{I _ A A iNDnks t0 an elevation of 6" SEC'f'i0N THUR BASIN 1WD x'11,
n~(v r D. r{tet .Mn orrrtler Ra, AnaanDlr on aPOwe rm {low, above file maximum taiiwata 3 depth M to Ne top of UTe twnk 1' p TER
~ whichever is less. fOUAC[• Y,, {KC. YOOI/ItOeA(WA/TCO Ir .Ct01•(ry, a,.M 3•{•N. Vrr1 •1 lrr.l••4". . , t aiJ , rw©i{iacrH
• 4, A fitter blanket or fitter ir4riC w / Bhoub be Installed between - - 7ARPPROTEL`TIQy ~D1yOHANDDURYTARP r,~
the riprapand sdl loundation. _ Plan 1 1 ~GfE (MIH, t2 j
le" K A G A FI c M lie 4' NOTE ,fin
• GRAVEL BEI GRAVEL OEOOINO 1. DRAWi1ONttRiSFR9ttAI19EB'$GtIDpyO ~ p ~ rW1E~ TO tK VSEO wNER[ E%CESSIVE STdRNwArER' SANDSt015•SIAfdSFUIiBEPtACED1IB'NADE
a. PLACE CONCRETE BLOCKS LENGTHWISE 0 NT BLOCKS ABUTT,N THE ~IGMOTUCAN 6E VARREDETER 4 Of THE INLET, WITH 7ME ENDS Of AOJACE V•SlNPEO WATCRWAY WITH STONC CENTER 01 YEIACITIES PROM&T vEGETATIVE LININGS. N RADIAtA(tOUN PIPEVFATiCALSAw ~ ~ WITH STONC CENTER GRAIN p C~U15~•LONO. ~ Ag10R MTROLI SIZt Of STONt 11VST a[ OETERNINED 6Y m 2 THFTARPUSFff
ING.ON DESIGN NEE05, 8Y STACKING COMBINATIONS OF 4°, B",AN012" WIDE BLOCKS. THE WN. 1 SHAPED BT MO10R MTRDLI DEPEND HEIGHT SMALL BE 12", YAX. HEIGHT 24". , AI'PRO?RUTE DESIGN PROCEDVRE. ~ tOPAOTEDTTHEv+FJaSH~IU.aFTNEYapTry SR@CIPIETI. TNELENO'rNOFTHETARP$NgtiBEACC01itlINO
Q WIRE MESH OR MAROWAPE CLOTH W/ I/2" OPENtNG3 SMALLBE PLACED OVER TME OUTSIDE VERTICAL ti ~ , OINENStON3 TOR D e w VARIES AGCOROING m IOAVAItABtE50PPlY,,IPNUiTIPLFTAp I ~ t~ TO O[SIGN. TkEN TARPS a`14Li 6E UPpEA T PS ARE TO BE OSS I R~,
FACE (WEBBING) OF TME BLOCKS,TO PREVENT STONE fROM BEING WASHED THROUGH THE MOLES IN I I " THE BLOCKS. $eC11onAA ~A' ~ • t2•TARPStU110 A IEASTIT.THEUPSTRFaM G'F 5HALL8E5oN1LNEA DUTYSII,UER ~~TARP.T1{ET I ~~P
c. STONE SNAIL BE PILED AGUnR Tr.E WIRE TO THE TOP OF TME BLOCK. N000T * 7 WASHED STONE. FIRer . r TARPAULtN3FOR U. ~ e'~V+'atvTa 3' ' m REb$STANCE ~ 1 ~t M
0. CHECK DEYICE AfTEA EACH RAIN. REPLACE HASHED STONE IF ITCIOGS WITH SEDIMENT, blanket t N ~ i IP. RAP LINED CHARNELS q CU5T~M
? SCRAP I"~f"BOARDS PLACED THROUGH THE HOLES Of CORNER BLOCKS PREVENTS COLLAPSE. RIP. RAP LI wko kwon CoAenN 8•)pd wln Span 4 BASIN. ~ oETAU rscNr~ ~
"`ter-,~, ~ , iSSIPATOR n
VELOCITY 0 s G
- , • RYAer1
.:Woo erete •
r. _ trdlRnRl O . W
SEEDING SCIIE I"i4"Set}}8teq (REVfiEDI 1-I SECDINC SCIICOULR SHHDBED P PARAlIOII WAKE COUNTY CONSTRUCTION SEQUENCE
?•Slono flll}f 1. Chisel eoapaeted areas and spread topsoil $ iachea deep L Obtain a land•disturbing smut. Schedule a resconsturcdon conference with the
GRAVEL C N TRUCTi N NTF~+NC shoBiaers, s1dD Dltone}, sIo NOTESe Ca MRaN MOr, tlo•a. Owflar wPa010t, }rnwN }wWre POMI,y.nwd lRt t3ructon, 'TEMPORARY ~ '~1 tae Ditches, StoPas paax. 7:11 onr ad~sraa soil conditions, i! a~ailabie. p p • Environmental Engineer,
e1 rccorE L+..« s•aa. V•t M Rrr.l•.+«• X 20t W o 6~~ D AT A MINIMUM. aorllc[•r..oecc, eoarreooaEORAfrzo w A BE USED. PAO TO BE 50 L DATE T_YEe ' stall ~avel co>JStruction ad tem or diversions, silt fence, sediment basins or . ~ TyEe Planting Rate 2. Aip the •otir• area to 8 inch depth. Z. In gt p p azy
o. NCOOT# S Dr # 51 WASHED STONE SM LL I PROVIDED. Auq 15-Nnv i Tall Fescue 700 16s, /acre other measures as shoum on the approved plan. Clean only ss necessary to install 700 lbs, /acre Aeew~e all loon roots, zoota and other abstractions 1 these dcvices• Seed temporary diversions, berms and basins immediately aRer
A 1 S SUFfICIENI TO ACCOMGDATE URGE T.TUCKS IS TO 8E ~ Nov 1-Mar 1 Tall Fescue -STORM DRAIN INLET PROTECTION- b, TuRNINC R D u ew1DE FOR MAXIMUM UTILITY 8Y ALL CONSTRUCTION' E Abruzzi Rye ZS lbs./acre leariat.sorfaoe reasonabh saooth and nntfon. wnstntction. W 700 lbs./acre
c. ENTRANCE(S) SHOULD BE IOCATEO TO PR, Mar 1-Apr 15 Tall Fescue K AND GRAVEL CURB INLET EOIMENT FILTER ~ VEHICLES. R CT {LOW OF MUt) Apr 15-Juh JO {lulled Common Bermudagrass 5. BLOC rmuaa rass zs lbs. acre Appl ajiiooltnral line, fertiliser'aad superphosphate 3. Call foranonsiteinapectionsbytheEnvironmentalBngineerto v / naifonl and si= rith soil nee below), obtainaCettificateofCom fiance.
A N 0 N A CONDITION WHICH WILL PREVEN? TRACKING OR CI OME HANDY. Jui 1 •Auq 15 Ta11 Fescue and G Two CONCRETE BLOCKS SHALL BE PLACED ON THEIR SIDES ABUTTING THE CURB AT ErtNER SIDE o. MUST eE MAINT 1 E 1 t20 lbs./acre ~ ~ P 7s Tbs. /acre d, Be 'nclearin and grubbing. Maintain devices as needed. Rough grade site. I~
it TOPDRESSING WITH STOhE WILL 6E NECESSARY{ KEEPS ••~Rrolmtop hlillet OF 1HF INLET OPENING. a 2". STVO SHALL BE CUT aN0 PIACFD THROUGH THE OUTER HOLES ORTO STREETS. PERIOD '•'or Sorghum-Sudan Ilybr3ds Of THE SPaCCR BLOCKS T08RACE THE fRONi BLOCKS. igONT BLOCKS ARE PLACED ON THEIR SKIES n Ilybrids 70 lbs./acre S. Cootia.%e tillate taatil a well-pnlrerised, fin, reaaoaabl~ ~ g 5, Install storm sewer, if shovrn, and protect inlets with block and gravel inlet controls,
MAKES' IT ONTO THE RC•D MUST BE CLEANED UP IMMEDIATE . aCR055THFINIETaNpABVTTINGTNESPACERBLOCKS. ANT MATERIAL WHICH STILL mifcn seedbed is prepared ~ to 8 inches deep. to 2 :1) , sediment traps or other approved measures as shown op the plan. Begin construction, W~
a T MPARA WIRE MESH WITH I/2° OPENINGS SHALL BE PLaCE00vER THE Slopes (J:1 to 2 :1) D. NAROw RE CLO H OR CO BLE / OUTSIDE vERTICaL FACE IwEBBINW Of THE BLOCKS TO PREVENT FILTER STONE FROM BEwG WASHED e~~' 8. Sees' oa a fresh prepared seedbed and eo~er seed li;htl7• building, etc. .a ncariEicd) so lbw./acre ai seed ai neat or colt! ack after aeedin~. 6. Stabilize site asazeasarebrou btu to finish adewithvegetation,paving,ditch t-N l th 1n~ eq p p g P
THROUGH TNEHOLES w TNEBLOCK, DO . Mar 1-June 1 Sericea Lesl>edeza (ncariEiedl P / c • ~ linings, etc• Seed and mulch denuded azeas within thirty (30) days of completion of
c. NCDOT X S WASHED STONE SHALL BE PILED AGAINST THE WIRE TO THE TOP OF THE BLOCK, ,q.0 • ' a N STONF If fT CLOGS WITH SEDIMENT. ~ ~ pVr' r / (Nor 1-Apr 15) Add Tall Fescue D. CHECK DEvIUaiTER EaCHRA1N. REPLACE w S ED Pp1, r T ? (Dlar 1-Jun JO} Or Add Weeping iovegrass • lzo lbs.%acre !lnlch Ya¦ediateh after asedint and anohor snlch. anus rass 10 lbs,/acre ~ any phase of construction. 9
^ r ~ (Mar 1=JwT JO) 0,•Add (lulled Common Oermudagras ' Woe M•M Curb Inltl S•Gmen1 LOden iillereG wDler ~ I rTOr Nnmon Dermudagrass zs lbs./acre 8. Ins cot all'aeeded arcs and •a3ce neeeasarf repairs or 7. When construction is complete and all areas aze stabilized completely, call
_ _ - Runon / fq/ Jun 1 Sep 1 Tall Fescua aid - - I ` w~ "'Browntop Millet Ina lzo lbs./acre reseedirt~r within the plantint seuon, if possible. If for an inspection by theEnviroomenWEngineer. let 15 lbs,/acre stand should bs over; 60X donated, re-establish follosrfusj S. If sate is apptoved,ren7ovetemporary diversions, silt fence, scdnnent basins, etc., and
Q - _ - ~'°rtb•~ ; „ • , ' . i °••or Sorghum-Sudan hybrids s ~ \ Sericea Les edeza (unhulled uns< Ulan Ilybrids 70 lbs,/acre oritinal line, fertiliser and sssdint rates. seed out or stabilize any resulting bare areas. Allremailtingpermancnterosioneontrol Ea (unhullDd-unscarified) TO lbs,/acr6
° t¢ 1,r `T„ ~ ~ Sep 1-Mar 1 p lur^ - r:•'~.a ~ AtMime3rn a, and Tall Fescue A -711 ~ ~ •-i• ~ ( r • G,~u Is InIIC 11t . (I'° . r i~ I Z 1 R 8 loo lbw./acre ~ once treataeat devices, such as velocity dissipators, should now be installed.
- $eGlmml I ~dlt' o`a ~ t (NCV i-Mar 1) Add Ab U Z y " Curb lnlU 1•Arf! i) 2s lbs./acre f3 • Condr2lt Conn:, s ..fun Inspector oa nniiatea 9. When vegetation has become established, call for a final site inspection by the and fsrtilisatioa aftez penansnt coyer is eatsbliahed. bnvirorunental Engineer, , Obtain a Cett7licate of Completion.
- _ _ _ _ NCCOT # S o?>sT•woEn~e SIORB - 2 • X A"Stud Brace sApph: diricaltnral Liaestone - 2 tons/acre
GrordFDUr^^ - Conatae+acA Consult Conaervatlon Cnginerr or Soil Consr - formation cancerninq other alternativos fnr vac err or Soil Consrrvntion Service For adaitional in- ernativos for va station of denuded areas. The above $ tone/aCTO in ela7 soils Environmental Engineers flfflCe# 9
....a a ,._a.... I....,T .,..,.d: tinna, nrhnr °Radina . _ _ _ _ _ _ _ _ _ _ -
1 vegecauon races are uwae ...r..,. a.....- rate combinations are possible. Fertilizer - 1000 lbs/acre o 10-10-10 Dave Pamell 856.7549
Lemaster 856.6198 ng to optimum season for desired permanent. vegetation. :+aperphoaphats - 500 lbw/acre - 202 analysis Kale
NOTES Applicable Or ewb 4nNFs.nere an 0runo.caoo6uiry is nece..ory ioar.e.nl n<ad.e VOna~nQm roni of me ,nle d iGIhTS Of INGRESS 0 EGRESS UtlTll SITE IS STABILIZED. FREOUfgT ***Temporary - Reseed according to optimum se+ BE PROVIDED. Do not allow temporary cover to grow over 12" before mowing, otherwise I= Squires 856-6199 o grow over 12" in height Mulch - 2 tons/acre - snail grain straw Jakv Taylor 856.7548
so..ch ~..7.ee..001,1(o&AroA,eT(oe..<ror e•s.o1..,.y-e•es.....er..,•~..... \GTES AP~.:C4~lE AT THE D V.CE auD TIMELY MAINTENANCE MAT CHECKS Of fescue may be shaded out. Byron Brady 856-6195
Anchor - Asphalt Baalsion 0 300 gals/acre Maria Cox 856.7558