20050885 Ver 1_Complete File_20050714

O?O? W AT
r
O `ii? `C
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
July 14, 2005
DWQ Project # 050885
Granville County
Merriweather LLC
Attn: Tim Newcomb
246 W. Millbrook Road
Raleigh, NC 27619
Subject Property:
Merriweather Subdivision
UT to West Prong [03-04-01, 27-13-0.2, WS-IV, NSW (nutrient sensitive)]
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. Newcomb:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 140 feet of streams and 8,277 squar? feet (ft) of protected riparian buffers for
the purpose of a residential subdivision at the subject property, as described within your application dated
May 20, 2005 and received by the N.C. Division of Water Qualit? (DWQ) on May 20, 2005. After
reviewing your application, we have decided that the impacts are covered by General Water Quality
Certification Number(s) 3404 (GC3404). The Certification(s) allows you to use Nationwide Permit(s) 14
when issued by the US Army Corps of Engineers (USACE). This letter shall also act as your approved
Authorization Certificate for impacts to the protected riparian buffers per 15A NCAC 2B .0233. In
addition, you should obtain or otherwise comply with any other required federal, state or local permits
before you go ahead with your project including (but not limited to) Erosion and Sediment Control, and
Non-discharge regulations. Also, this approval to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application shall expire upon expiration of the 404 or CAMA
Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 2H .0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
401 Oversight/Express Review Unit
1650 Mail Service Center, Raleigh, North Carolina 27699-1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone]/ FAX [phone]/ Internet htta://h2o.enr.state.nc.us/ncwetlands
One
i Carolina
Np
wra!!y
An Equal Opportunity/Affirmative Action Employer -500/6 Recycled/10% Post Consumer Paper
Merriweather LLC
Page 2 of 4
7/14/05
Amount Approved
nits Plan Location or Reference
Stream 140 (feet) Sheet 8
Buffers 8,277 (square ft. Sheet 8
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
3. No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in''? etlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. 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.
6. Buffer Impacts
The approved buffer impacts associated with the road crossing equal 140 linear feet. The Neuse
Buffer Rule requires buffer mitigation for road crossings that exceed 150 linear feet or 1/3 acres of
buffer impacts. The impact area includes the area of the footprint of the use and any clearing and
grading activities within the riparian buffer necessary to accommodate the use. The length of buffer
impact is measured parallel to the stream and includes the length of the footprint of the use and any
clearing and grading activities within the riparian buffer necessary to accommodate the use. If the
Merriweather LLC
Page 3 of 4
7/14/05
DWQ determines that the impacts exceed 150 feet or 1/3 acre to the buffer, then buffer mitigation
pursuant to 15A NCAC 02B .0233 will be required for the entire impact area.
7. Diffuse Flow
All stormwater shall be directed as diffuse flow at non-erosive velocities through the protected
stream buffers and will not re-concentrate before discharging into the stream as identified within
15ANCAC 2B .0233(5).
In an effort to comply with the diffuse flow provision of the Buffer Rule (15A NCAC 02B
.0233(5)), you have provided the DWQ with level spreader designs dated May 2, 2005. The
DWQ believes that if implemented, as per these plans, diffuse flow will be achieved. However, if
diffuse flow as per 15A NCAC 02B .0233(5) is not achieved, then the DWQ shall be notified and
corrective actions to restore diffuse flow shall be taken if necessary to impede the formation of
erosion gullies. At no time shall stormwater from the proposed development be piped directly
through the buffer without prior DWQ written authorization.
8. Protective Fencing
The outside buffer, wetland or water boundary and along the construction corridor within these
boundaries approved under this authorization shall be.,' clearly marked with orange warning
fencing (or similar high visibility material) for the areal that have been approved to infringe
within the buffer, wetland or water prior to any land disturbing activities to ensure compliance
with 15A NCAC 2B .0233 and GC 3404.
9. Construction Stormwater Permit NCGO10000
Upon the approval of an Erosion and Sedimentation Control Plan issued by the Division of Land
Resources (DLR) or a DLR delegated local erosion and sedimentation control program, an
NPDES General stormwater permit (NCGO10000) administered by DWQ is automatically issued
to the project. This General Permit allows stormwater to be discharged during land disturbing
construction activities as stipulated by conditions in the permit. If your project is covered by this
permit [applicable to construction projects that disturb one (1) or more acres], full compliance
with permit conditions including the sedimentation control plan, self-monitoring, record keeping
and reporting requirements are required. A copy of this permit and monitoring report forms may
be found at http•//h2o enr state.nc.uslsulFor ns Documents.htm.
10. Deed Notifications
Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands,
waters and protective buffers in order to assure compliance for future wetland, water and buffer
impact. These mechanisms shall be put in place prior to impacting any wetlands, waters and/or
buffers approved for impact under this Certification Approval and Authorization Certificate. A
sample deed notification can be downloaded from the 401/Wetlands Unit web site at
http://h2o.enr.state.nc.us/ncwetlands. The text of the sample deed notification may be modified
as appropriate to suit to this project.
11. Culvert Installation
Culverts required for this project shall be installed in such a manner that the original stream profiles
are not altered. Existing stream dimensions (including the cross section dimensions, pattern, and
Merriweather LLC
Page 4 of 4
7/14/05
longitudinal profile) must be maintained above and below locations of each culvert. Culverts shall
be designed and installed to allow for aquatic life movement as well as to prevent head cutting of
the streams. If any of the existing,pipes are or become perched, the appropriate stream grade shall
be re-established or, if the pipes installed in a perched manner, the pipes shall be removed and re-
installed correctly.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or t6 conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center,
Raleigh, N.C. 27699-6714. This certification and its conditions are final and binding unless you ask for a
hearing.
Any disputes over determinations regarding this Authorization Certificate (associated with the approved
buffer impacts) shall be referred in writing to the Director for a decision. The Director's decision is
subject to review as provided in Articles 3 and 4 of G.S. 1501.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water
Act and the Neuse riparian buffer protection rule as described within 15A NCAC 2B .0233. If you have
any questions, please telephone Cyndi Karoly at 919-733-1786.
AWK/dae
Enclosures: GC 3404
Certificate of Completion
Sincerely,
ar_xlf?_4
Alan W. Klimek, P.E.
cc: Kevin Martin-S&EC, 110 10 Raven Ridge Road, Raleigh, NC 27614
USACE Raleigh Regulatory Field Office
DWQ Raleigh Regional Office
DLR Raleigh Regional Office
File Copy
Central Files
Filename: 050885Merriweather(Granville)401+NBR
imap://debbie. edwards%40dwq. [e-mail]:143/...
Subject: Merriweather 05-0885
From: Eric Kulz <[e-mail]>
Date: Thu, 09 Jun 2005 12:15:04 -0400
To: 'Debbie Edwards' <[e-mail]>
Debbie:
I went out to look at this today. Feature A is not subject; consists mostly of a
broad flat swale with trees and /Microstegium. /The last 30 or so feet, downstream
from a head cut, had somewhat of a channel, but it only rated 15 on the form.
The other two features are subject and not contested (perennial). Attached is a copy
of the buffer determination letter. This will go out in the mail today.
Let me know if you need anything else.
Eric
Eric Kulz <Eric.Kulz(a-),ncmail.net>
Environmental Specialist III
NC Division of Water Quality
Surface Water Protection
1 of 1 7/11/2005 4:42 PM
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Colleen H. Sullins, Deputy Director
Division of Water Quality
July 11, 2005
Mr. Kevin Martin
S&EC
11010 Raven Ridge Road
Raleigh, NC 27614
NBRRO 05-151
County: Granville
BASIN:
Neuse River X
Tar-Pamlico
(15A NCAC 2B.0233)
(15A NCAC 2B .0259)
Complaint NOV Buffer Determination X
Incident # Appeal Call
Project Name: Merriweather Subdivision - Granville County
Location/Directions: Immediately south of the intersection of NCSR 1715 (Hugh Davis Road ) and NCSR 1714
(Woodland Church Road) in southeastern Granville County.
Subject Stream: UT to West Prong
Date of Determination: 6/9/05
Feature Start Buffer
GPS Points (if provided) End Buffer Stream
Form Appeal
Call Located
on Soil
Survey Located on
USGS
Topographic
A Not Subject 12.5 X
B Subject (Not Contested X X
C Subject (Not Contested) X X

This on-site determination shall expire five (5) years from the date of this letter. Landowners or affected parties
that dispute a determination made by the DWQ or Delegated Local Authority that a surface water exists and that
it is subject to the buffer rule may request a determination by the Director. A request for a determination by the
Director shall be referred to the Director in writing c% Cyndi Karoly, DWQ Wetlands1401 Unit, 2321 Crabtree
Blvd., Raleigh, NC 27604-2260. Individuals that dispute a determination by the DWQ or Delegated Local
Authority that "exempts" a surface water from the buffer rule may ask for an ad judicatory hearing. You must
act within 60 days of the date thatyou receive this letter. Applicants are hereby notified that the 60-day statutory
appeal time does not start until the affected party (including downstream and adjacent landowners) is notified of
this decision. DWQ recommends that the applicant conduct this notification in order to be certain that third
party appeals are made in a timely manner. To ask for a hearing, send a written petition, which conforms to
AR
Raleigh Regional Office 1628 Mail Service Center iE!'iR
Water Quality Section Raleigh, NC 27699-1628
phone [phone] Customer Service
facsimile [phone] 1-877-623-6748
7/11/2005
Page 2 of 2
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 6714 Mail
Service Center, Raleigh, N. C. 27699-6714. This determination is final and binding unless you ask for a hearing
within 60 days.
The (owner/future owners) should notify the Division of Water Quality (including any other Local, State, and
Federal Agencies) of this decision concerning any future correspondences regarding the subject property (stated
above). This project may require a Section 4041401 Permit for the proposed activity. Any inquiries should be
directed to the Division of Water Quality (Central Office) at (919)-733-1786, and the US Army Corp of Engineers
(Raleigh Regulatory Field Office) at (919)-876-8441.
Respectfully,
Eric W. Kulz
Environmental Spec. III
CC: File Copy
Central Files
DWQ 401/Wetlands Office
Barry Baker - Granville County
Raleigh Regional Office 1628 Mail Service Center MENR phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-877-623-6748
MEMORANDUM
TO: John Dorney Regional Contact:
Non-Discharge Branch WO Supervisor:
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Merriweather S/D c/o Mearriweather LLC
Project Number 05 0885
Recvd From APP
Received Date 5/20/05 Recvd By Region
Project Type Residential S/D: Road access
County Granville
County2
Region Raleigh
Certificates Stream
Permit. _Wetland Wetland Wetland ' Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
NW 14 Stream O Y O N 27-13-0.2 WSIV NSW 30,401. F 140.00
NBRO,Waters O Y -NF-F27--13-0.2 r-F- 30,401; 0.09 F-
F_ oY ON F_F-F_F_F_F_F_,_
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? Q Y O N Did you request more info? Q Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? Q Y 0 N
Is Mitigation required? p Y (0 N Recommendation: Q Issue O Issue/Cond O Deny
Provided by Region: Latitude (ddmmss) 360344 Longitude (ddmmss) 783344
Comments:
cc: Regional Office
Central Office Page Number 1
= -/Lt/
Date: 2 G

Triage Check List.
Pro'eEt Name: t S
DWQ#: CAS"- CBS''
County: C ?bv\v .t 1 I-c_
To: ? ARO Kevin Barnett ? WaRO Tout Steffens and Kyle Barnes
? FRO Ken Averitte ? WiRO Noelle Lutheran
MRO AlanJohnson ? WSRO Daryl Lamb
RRO
From: . .1.-e Telephone : (919)
The file attached is being forwarded"o. our for your evaluation.
Please call if you needas 'stance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
? ACnimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randlemap)
? 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 concern
Comments: Qf' c. , (Ce v k A R v biome I? S RQc?

050885
Soil & Environmental Consultants, PA
11010 Raven Ridge Road Raleigh, North Carolina 27614 • Phone: [phone] • Fax: [phone]
www.SandEC.com y
J ; f 1,11 {• l- y. 1 I ..`.
L
} t{ fi{ice/l {
May 20, 2005
S&EC Project #9117.W1
NCDENR-DWQ US Army Corps of Engineers
Attn: Ms. Cyndi Karoly Attn: Ms. Andrea Wade
2321 Crabtree Blvd. 6508 Falls of the Neuse Road
Parkview Boulevard Suite 120
Raleigh, NC 27604 Raleigh, NC 27615'
RE: Request for Nationwide Permit 14 / 401 Water Quality Certification
Residential Subdivision p l5 D
Near Wake Forest, Granville County, North Carolina
MAY 2 0 2005
13ENR - WATER AND STQUART BAH
wmq@ ORMW
Dear Ms. Karoly and Ms. Wade:
On-behalf of Merriweather, L.L.C., we request authorization from the US Army Corps of
Engineers (USACE) for the use of Nationwide Permit 14 for construction of this
proposed residential community. We also request written concurrence from the NC
Division of Water Quality (NC-DWQ) that the project complies with the 401 Water
Quality Certification associated with Nationwide Permit 14 and Neuse Riparian Rules. A
Pre-constructionNotification Application (PCN) is-attached, as well as an agent
authorization form.
Location
The project site is located in the headwaters of West Prong in Granville County. The site
is south of SR 1715 Road and east of SR 1714 (Woodland Church Road). Figure 1
depicts the site on the applicable USGS topographic quadrangle.
Proiect History
S&EC delineated the jurisdictional waters on-site in November of 2004, only two
perennial streams were noted. No permits have previously been issued for this project
site, so no Action ID numbers currently exist. A site meeting with Eric Kulz of DWQ has
been scheduled for June 9, 2005. Level spreader details and calculations for stormwater
from the road are enclosed.
Charlotte Office: Greensboro Office:
236 LePhillip Court, Suite C 3817-E Lawndale Drive
Concord, NC 28025 Greensboro, NC 27455
Phone: [phone] Phone: [phone]
Fax: [phone] Fax: [phone]
May 20, 2005
S&EC Project 9117.W1
Page 2
Impacts
Proposed impacts include stream channel impacts associated with the construction of one
road crossing. No impacts are proposed for general lot fill. The proposed impacts are
depicted on the attached site plans and are enumerated and described in the attached PCN
form. No wetland impacts are proposed for this project. The total cumulative
permanent impacts for this project consist of 140 linear feet of perennial/important
stream channel.
Avoidance
The USACE's current policy requires applicants to avoid and minimize wetland and
stream channel impacts to the maximum extent practicable and may require
compensatory mitigation to offset unavoidable losses of waters of the US when impacts
exceed the thresholds for notification (0.10 acre) of wetlands or if a discharge causes the
loss of any open waters. The applicant requested a delineation of wetlands and waters
prior to site plan development in order to avoid impacts to jurisdictional areas to the
maximum extent practicable. However, due to.site constraints, impacts to .a stream is
necessary to access high ground lots.
The applicant reduced impacts to the channel by aligning the proposed road
perpendicular to the channel.
Mitigation
No buffer mitigation should be required because impacts are less than 150' and less than.
1/3 acre of buffer. NC-DWQ's current policy, requires mitigation for any stream channel
impacts in excess of 150' perrproject. The USACE can require stream mitigation for any
impact. requiring notification. Due to the avoidance of impacts and the minimization of
required stream impacts, no mitigation is proposed other than avoidance is proposed. This
is typically acceptable to the Corps when impacts are less than 150' for unavoidable road
crossings. .
Si erely,
oor
evin Martin
President
?'•J 0...i 3" L
u?
Office Use Only: Form Version March 05
DEN AND STOpj M X R BRANCI0 J O 8 8
USACE Action ID No. DWQ No. WADS
(u any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
I. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ® Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification ? Express 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Ecosystem Enhancement Program (NCEEP) is proposed
for mitigation of impacts, attach the acceptance letter from NCEEP, complete section VIII,
and check here: ?
5. If your project is located in any of North Carolina's twenty coastal counties (listed on page
4), and the project is within a North Carolina Division of Coastal Management Area of
Environmental Concern (see the top of page 2 for further details), check here: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Merriweather LLC
Mailing Address: Attn: Tim Newcomb
246 W. Millbrook Road
Raleigh, NC 27619
Telephone Number:_ [phone] Fax Number: [phone]
E-mail Address: [e-mail]
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Mr. Kevin Martin
Company Affiliation: Soil and Environmental Consultants, PA
Mailing Address: 11010 Raven Ridge Road
Raleigh, NC 27614
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: kmartin(a,sandec.com
Page 5 of 12
III. Project Information
5
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: Merriweather Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 182400914632
4. Location
County: Granville Nearest Town: Wake Forest
Subdivision name (include phase/lot number): Merriweather Phase 1 & 2
Directions to site (include road numbers/names, landmarks, etc.): Immediately south of the
intersection of SR 1715 and SR 1714 (Woodland Church Road)
Site coordinates (For linear projects, such as a road or utility line,
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): ON
6. Property size (acres): 70
7. Name of nearest receiving body of water: UT of West Prong
8. River Basin: Neuse
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.ne.us/admin/mgps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Undeveloped wooded, some scattered residential
attach a sheet that
OW
Page 6 of 12
10. Describe the overall project in detail, including the type of equipment to be used: 44 lot
residential subdivision with lots of 1 acre or larger and associated access roads
11. Explain the purpose of the proposed work: Allow utilization of uplands for a residential
subdivision.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the same subdivision) in the past, please explain. Include
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules. No previous permits have been issued for this project.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
None anticipated
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Photographs may be included at the applicant's discretion. If this proposed impact is strictly for
wetland or stream mitigation, list and describe the impact in Section VIII below. If additional
space is needed for listing or description, please attach a separate sheet.
1. Provide a written description of the proposed impacts: 140' impact to a perennial stream to
provide access to high ground for residential lots
Page 7 of 12
2. Individually list wetland impacts. Types of impacts include, but are not limited to
mechanized clearing, grading, fill, excavation, flooding, ditching/drainage, etc. For dams,
separately list impacts due to both structure and flooding.
Wetland Impact
Site Number
(indicate on map)
Type of Impact Type of Wetland
(e.g., forested, marsh,
herbaceous, bog, etc.) Located within
100-year
Floodplain
es/no Distance to
Nearest
Stream
linear feet Area of
Impact
(acres)

Total Wetland Impact (acres) 0
3. List the total acreage (estimated) of all existing wetlands on the property: None 0)
4. Individually list all intermittent and perennial stream impacts. Be sure to identify temporary
impacts. Stream impacts include, but are not limited to placement of fill or culverts, dam
construction, flooding, relocation, stabilization activities (e.g., cement walls, rip-rap, crib
walls, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is proposed,
plans and profiles showing the linear footprint for both the original and relocated streams
must be included. To calculate acreage, multi 1 length X width then divide b 43 560.

Stream Impact

Number
indicate on ma

tream Name

ype of Impact
Perennial or

Intermittent? f
Average

Stream Width
Before Impact
Impact

Length
linear feet

f
nacres
1 UT of West Prong Culvert & Riprap Perennial 6' 140' 0.02

Total Stream Impact (by length and acreage) 140 0.02
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredaina, flooding. drainage. bulkheads. etc.
Open Water Impact
Site Number
indicate on ma Name of Waterbody
(if applicable)
Type of Impact Type of Waterbody
(lake, pond, estuary, sound, bay,
ocean etc. Area of
Impact
acres

Total Open Water Impact (acres) 0
Page 8 of 12
6. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres : 0.02
Wetland Impact (acres : 0
Open Water Impact acres : 0
Total Impact to Waters of the U.S. (acres) 0.02
Total Stream Impact (linear feet): 140
7. Isolated Waters
Do any isolated waters exist on the property? ? Yes ® No
Describe all impacts to isolated waters, and include the type of water (wetland or stream) and
the size of the proposed impact (acres or linear feet). Please note that this section only
applies to waters that have specifically been determined to be isolated by the USACE.
8. Pond Creation
If construction of a pond is proposed, associated wetland and stream impacts should be
included above in the wetland and stream impact sections. Also, the proposed pond should
be described here and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of
draw-down valve or spillway, etc.):
Proposed use or purpose of pond (e.g., livestock watering, irrigation, aesthetic, trout pond,
local stormwater requirement, etc.):
Current land use in the vicinity of the pond:
Size of watershed draining to pond: Expected pond surface area:
VII. Impact Justification (Avoidance and Minimization)
Specifically describe measures taken to avoid the proposed impacts. It may be useful to provide
information related to site constraints such as topography, building ordinances, accessibility, and
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts. The road was placed
downstream of an intersection of 2 streams and the crossing is perpendicular.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 12
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on January 15, 2002, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCEEP concurrence shall be placed on hold as incomplete.
An applicant may also choose to review the current guidelines for stream restoration in DWQ's
Draft Technical Guide for Stream Work in North Carolina, available at
http://h2o.enr.state.nc.us/ncwetlands/stnnp.ide.htmI.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Mitigation should not be required by DWQ since impacts are below mitigation thresholds.
Typically the Corps does not require mitigation for stream impacts less than 150'.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at htlp://h2o.enr.state.nc.us/MU/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): 0
Amount of buffer mitigation requested (square feet): 0
Amount of Riparian wetland mitigation requested (acres): 0
Amount of Non-riparian wetland mitigation requested (acres): 0
Amount of Coastal wetland mitigation requested (acres): 0
Page 10 of 12
IX. Environmental Documentation (required by DWQ)
1. Does the project involve an expenditure of public (federal/state/local) funds or the use of
public (federal/state) land? Yes ? No
2. If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
3. If yes, has the document review been finalized by the State Clearinghouse? If so, please
attach a copy of the NEPA or SEPA final approval letter. Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
1. Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 02B .0243 (Catawba) 15A NCAC
2B .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify- V Yes ® No ?
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* I Impact
Q*l I Multiplier I Required
1 5067 3 (2 for Catawba) 0
2 3210 1.5 0
Total 8277 0
* Zone I extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or.0244, or.0260.
Page 11 of 12
XI. Stormwater (required by DWQ)
Describe impervious acreage (existing and proposed) versus total acreage on the site. Discuss
stormwater controls proposed in order to protect surface waters and wetlands downstream from
the property. If percent impervious surface exceeds 20%, please provide calculations
demonstrating total proposed impervious level. Level spreader designs for road stormwater are
enclosed. Impervious surface is less than 30%, 44 lots on 70 acres all lots are over 1 acre since
project is in a WS IV watershed impervious is limited to 24% or less
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
On site subsurface sg tp is systems
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 211.0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application? Yes ? No
XIV. Cumulative Impacts (required by DWQ)
Will this project (based on past and reasonably anticipated future impacts) result in additional
development, which could impact nearby downstream water quality? Yes ? No
If yes, please submit a qualitative or quantitative cumulative impact analysis in accordance with
the most recent North Carolina Division of Water Quality policy posted on our website at
http://h2o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
sf ?_,o
Applican Agen s Signature Date
(Agent's signature i id only if an authorization letter from the applicant is provided.)
Page 12 of 12
Environmental Consultants,
AGENT AUTHORIZATION FORM
All Blanks To Be Filled In By The Current Landowner
Name: szQ?,J?d-r? t L1 1 '*A cf t*? whr.:?ity ? rata. 2
?•
Address: Z44-

Phone: °11¢1 - 2A-1- l&p°
Project Name/ Description: ??
Date: 2-96, ?t 0`?
The Department of the Army
U.S: Army Corps of Engineers, Wilmington District
P.O. Box 1890
Wilmington, NC 28402
MAY 0 2 2005
Attn: Todd Tugwell
Field Office: Raleigh
Re: Wetlands Related Consulting and Permitting
To Whom It May Concern:
I, the current 12roperiy owner, hereby designate and authorize Soil & Environmental Consultants, PA to act in my
behalf as my agent in the processing of permit applications, to furnish upon request supplemental information in
support of applications, etc. from this day forward. The ZA day of ?L CE:-:,
This notification supersedes any previous correspondence concerning the agent for this project.
NOTICE. This authorization, for liability and professional courtesy reasons, is valid only for government
officials to enter the property when accompanied by S&EC staff. You should call S&EC to arrange a site
meeting prior to visiting the site.
Print Property Owner's Name Property Owner's Signature
cc: Ms. Cyndi Karoly
NCDENR - DWQ
2321 Crabtree Boulevard
Raleigh, NC 27604
Charlotte Office:
236 LePhillip Ct. Suite C
Concord, NC 28025
Phone: [phone]
Fax: [phone]
cc: Mr. Kevin Martin
Soil & Environmental Consultants, PA
Greensboro Office
3817-E Lawndale Drive
Greensboro, NC 27455
Phone: [phone]
Fax: [phone]
Project M Scale:
9117.W1 1" = 2000'
Project Date:
Mgr.: JH 11-23-04
Figure 2 - Soil Survey
Map
Woodland Church Road
Tim Newcomb
Granville County
Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
Figure 2
Granville County Soil Survey
Sheet 16
9117.W1
Mgr.: JH
1" = 2000'
ure 1- Location Ma
Fi
Date:
11.23-04 p
g
Woodland Church Road

Tim Newcomb
Granville County
A Soil & Environmental Consultants, PA
11010 Raven Ridge Rd.- Raleigh, NC 27614
[phone] • [phone]
Web Page: www.SandEC.com
Figure 1
USGS Quad Sheet
Grissom Quadrangle
LEVEL SPREADER OPERATION AND MAINTENANCE AGREEMENT
The level spreader system is defined as per Neuse River Buffer impact maps.
Maintenance activities shall be performed as follows:
1. After every significant runoff producing rainfall event and at least monthly:
a., Inspect all level spreaders for sediment accumulation, erosion, trash accumulation, vegetated cover,
and general condition.
2. Repair eroded areas immediately, re-seed as necessary to maintain good vegetative cover, mow
vegetative cover to maintain a maximum height of six inches, and remove trash as needed.
3. Inspect and repair the level spreaders quarterly to maintain proper functioning.
4. Remove accumulated sediment from the level spreaders semi-annually or when depth affects the
functioning of the level spreaders. Removed sediment shall be disposed of in an appropriate manner and
shall be handled in a manner that will not adversely impact water quality (i.e. stockpiling near a level
spreader or stream, etc.).
The measuring device used to determine the sediment elevation shall be such that it will give an accurate
depth reading and not readily penetrate into accumulated sediments.
5. Remove cattails and other indigenous wetland plants from the level spreaders.
6. All components of the level spreaders shall be maintained in good working order.
7. Level spreaders or other structures that provide diffuse flow shall be maintained every six months. All
accumulated sediment and debris shall be removed from the structure, and a level elevation shall be
maintained across the entire flow spreading structure. Any down gradient erosion must be repaired and/or
replanted as necessary.
I acknowledge and agree by my signature below that I am responsible for the performance of the seven
maintenance procedures listed above. I agree to notify DWQ of any problems with the system or prior to any
changes to the system or responsible party.
Print name: Robert T. Newcomb
Title: Manager. Merriweather. LLC
Address: 246 W. Millbrook Rd.
Note: The legally responsible party should not be a homeowners association unless more than 50% of the
lots have been sold and a resident of the subdivision has been named the president.
Page 1 of 2
Date: May 2. 2005
1, Che ru L (- >~. • run e r , a Notary Public for the State of, r ITC. , 14 County of w?. , do hereby certify that _T1069 4 T AP e v J r - b w , b I t
personally appeared before me this 1-4 day of KCV4 2003 , and acknowledge the due
execution of the forgoing wet [wetland] detention basin maintenance requirements. Witness my hand and
official seal,
'try
eel
(? 6j+ O-e. .4 LA-01?
SEAL
My commission expires s ?Q r 4 25, a o 1 C)
Page 2 of 2
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following information):
Project Name : Merriweather
Contact Person: David H. Blevins, P.E: Development Engineering, Inc. Phone Number: ( 919 ) 847-8300
Level Spreader ID:. LS #1
Level Spreader Length
Drainage Area
Impervious Area
Maximum Filter StripBuffer Slope
grass
26 ft
0.50 ac.
0.05 ac.
8 %
(perpendicular to flow)
(on-site and off-site drainage to the level spreader)
(on-site and off-site drainage to the level spreader)
(6% for forested, leaf littler cover, 8% for thick ground cover)*
Max. Discharge from a 10 Year Storm 2.0 cfs
Max. Discharge to Level Spreader 1.4 cfs
Filter Strip/Buffer Vegetation Thick Ground
Pre-treatment or Bypass Method Conventional Level Spreader
11. REQUIRED ITEMS CHECKLIST
(thick ground cover or grass, canopied forest with leaf litter
groundcover)
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
DHB Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N/A Pre-Form Scour Holes are on flat slopes only
DHB No structures are located in protected buffers* (Road crossing only)
If bypass method specified in the Draft Level Spreader Design Option Document: N/A
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
Pipe or
Qu1
1
Square
Scour F
4111p Rai
basin ni
for clai
6 Pr.
SECTION A-A
Pipe or Uttch
Outlet
PSRIU
D OWN
- t.
Liners Class Rip Rapp r. #
-.thick with Filter Fabric
Ovel and flush
atural ground.

8 2'
D L F!'
W
4'
d
d _ Natural
Cround
L G,?ir L S r? r a?I?. I
L = 2 6 Fr.
tuna/al
PLAN VIEW
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
1. PROJECT INFORMATION (please complete the following information):
Project Name : Merriweather
Contact Person: David H. Blevins, P.E: Development Engineering, Inc. Phone Number: ( 919 ) 847-8300
Level Spreader ID:. LS #2
Level Spreader Length 195 ft. (perpendicular to flow)
Drainage Area 18 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 1.0 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope 8 % (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm 52 cfs
Max. Discharge to Level Spreader 15 cfs
Filter Strip/Buffer Vegetation Thick Ground (thick ground cover or grass, canopied forest with leaf, litter
groundcover)
Pre-treatment or Bypass Method Pretreatment
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement. An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
DHB Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N/A Pre-Form Scour Holes are on flat slopes only
DHB No structures are located in protected buffers* (Road crossing only)
If bypass method specified in the Draft Level Spreader Design Option Document: N/A
Bypass method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially, separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
DWQ Project No.
DIVISION OF WATER QUALITY - LEVEL SPREADER WORKSHEET
I. PROJECT INFORMATION (please complete the following information):
Project Name : Merriweather
Contact Person: David H. Blevins, P.E: Development Engineering,lnc. Phone Number: ( 919 ) 847-8300
Level Spreader ID: , LS #3
Level Spreader Length 65 ft. (perpendicular to flow)
Drainage Area 1.7 ac. (on-site and off-site drainage to the level spreader)
Impervious Area 0.4 ac. (on-site and off-site drainage to the level spreader)
Maximum Filter Strip/Buffer Slope 8 % (6% for forested, leaf littler cover, 8% for thick ground cover)*
grass
Max. Discharge from a 10 Year Storm 5.0 cfs
Max. Discharge to Level Spreader 5.0 cfs
Filter SbipBuffer Vegetation Thick Ground (thick ground cover or grass, canopied forest with leaf litter
groundcover)
Pre-treatment or Bypass Method Conventional Level Spreader
II. REQUIRED ITEMS CHECKLIST
Initial in the space provided to indicate the following design requirements have been met and supporting documentation is attached. If a
requirement has not been met, attach an explanation of why. At a minimum, a complete stormwater management plan submittal includes
a worksheet for each BMP, design calculations, plans and specifications showing all BMPs and outlet structure details, a detailed
drainage plan and a fully executed operation and maintenance agreement An incomplete submittal package will result in a request for
additional information and will substantially delay final review and approval of the project.
Applicants Initials
DHB Level spreader is at least 13 ft. per cfs for thick ground cover or grass or 100 ft per cfs in canopied forest with leaf
litter.
N/A Pre-Form Scour Holes are on flat slopes only
DHB No structures are located in protected buffers* (Road crossing only)
If bypass method specified in the Draft Level Spreader Design Option Document: N/A
Bypass.method is specified (if applicable) and plan details and calculations are provided
Discharge to level spreader and subsequent filter strip is hydraulically and spatially separate from the bypass
discharge.
No structures are located in protected buffers.
Plan details for the bypass and outlets are provided.
The operation and maintenance agreement includes annual erosion and vegetation repair.
The operation and maintenance agreement signed and notarized by the responsible party is provided.
* Level spreaders in series can be used on slopes of up to 15% in forested areas with leaf littler cover or on slopes of up to 25% in areas
with thick ground cover or grass if designed according to the Draft Level Spreader Design Option Document. This potentially requires a
minor variance in protected. buffer areas. In any event the second level spreader cannot be located in Zone 1 of a protected buffer area.
PLAN VIEW
Pipe or
Qu-
i
Square
Scour t
4.141p RcZ-
basin n
for clai
evel and flush
atural gir6und.
d hAt I
$5 Q ns at
B ZI
D .? "
W +I
6u
SECTION A-A
Pipe or altch
Outlet
PSR,A
DO mini Nctur.ai
-?r Ound
.1 1 tuck
Liner: Class Rip Rap ?-?
-thick with Filter Fabric
L?r?L s????G?-? 3
FT.
t4/td/OI
400
395
390
385
380
375
370
365
360
60+00
61+00
PROFILE
r-3V/WH
62+00
I r I i , rr
? / I! rl('lll /ll i(Jrrl` r 1
I I l i / r, Irll( Ilrr/ r,"ail I
h rl II (fir (yJ y
r I. i !I " 111 I 1 111111 l/??r' r1 r / I' '
/ ? I I II IIII( ?'1r1 ? li 'rr
+I
LOT
"Ilk

1 i
#2
F ES l
,-T6
; SEE DETAIL

/) //:%yder?.u ///n?Aq !111 I i\ I \\ ( It
?,/?,
>
1/A / /? f ,, /, t` _? .. JI II \ \\\ I 1 II
->7,-
A -----
1111111' ,?1 LE4ELSPREADER it
(IIIIIe,II'll
/3-65LFMIN.
SEE DETAIL
I i
\ `\
r , ,X11 + ? ?''QyRRA I \ ?
IXTW
i E 1-
VAL
OU I - %\ ;\?.5+0D 16+00
17+00
HM RE LANE
- uE I ? I I \
F'ES,42
\ ` 1 IMPACT AREA
\\\ \\\ ?\ wi \\\\ \\ \,? ?` \ ll? ' I ZONE 1 I \ '
? r
JYP.ACT--•144L?
?. -. ..
aN 2 BIER NI, PACT
ZONE 2 3210 9?
I
il' V / ?\\ QT \\ \ \ e ?IP1111 I ¦
APPRO
o + I 1 I DEEP YD E% MP'60 16\
?? \ ` 1\? ?\\\ \ Y11Ili-=
1 ' 010( )_52cfs 10(out) "-\ \ `rao ?\ 11 1+ \ ++ \ 1i 1 L _ _ -I? j \
I ?) \ , 1 \ \ \?? 1. L _,, 11 1 - 380
HIP RAP APRON
I 1 1) 1 1 1
l l ) I
' ' I I r 1 ? 1 ? ? Ir(? 1)? q l l t l ? (OU-n.Ef SIDE) \+ I
J 11 i t II I j II ! I I I ??? I++r j II "t..; 1 11 11 1`I ----`--7 m° ? I
I I+ I I I (1yysLLPFFREAO?4 I 1 t III 1 r. I I L+ __ Eli CREEK CL
v 9 a 1 11 1 j it\i `-7
`r 1
II I I ?EE DHTUI i o I r \ i I I I t I *`t 1 1
' EX. S I.
r
I 1 If i h. 1 -?--7
fi? 11 1 I I I I I I I i I t ?`w !'`, 1 II' i I
I i I' I I I I I i J? Y? ?j Iml ?.-'7 ?1 r 1 \? /3g0
I I I I _ ?_ I_ _r`r i r l ? i? I I I I ?.', rr r I r rr I \ ,? , ,.
III i L II _ + , . ?I i I ' 1\ r 1 ( IIr,, I 1 Iii 1 I' ED OPEN AREA
1
I 1 o f l I-?1-?'] I I ?1 Itlr 1
I ? I I ?F ?--?•-Irr ? 1 , I ,; , i lil ` I III!il? ? RI / /I ''`
1 1
I I I I ?? I I 1,? I,lu r f/
_I.J I I I I-?,--L""?' l i l NI I l r l 11?? I? ?I Iui?lf rr Ifi r' I II
il1i r l 1? 1
?' I I I I r I l . l r?l I I1 ? (I? r 1 1 11
J'? 1?1- fi I I I I I Y ';rr Ili?ll ll?l?I r l?' I +
1_ -+ ?' j 1 I I i I ?? ? I I; l I f 1 ;l l l;' 1' I !I lyll?
?? I J I I I I 1 1! J Yrr1 u i Ili [11111
,an Ill I ? u r r I ?? u.:Idl ? I -'' -
PLAN
r-W
GRAPHIC SCALE
'P 4 'P 'P 'P
F Imh-30R
MERRIWEATHER SCALE r
NEUSE RIVER BUFFER
? DEVELOPMENT ENGINEERING
INC
f !
? ,
ou?ee AND a
PHASEIAND 2 OfVFALDATE 04.22-05 Professional Engineering Consultant
(GRANVLLE COLWY) LATti?T AE411M DATE IMPACT PLAN I
o
Phnmr.• .91.9-R67-RTC

VICINITY MAP
N.T.S.
7vn,'r,;:oao' .` JERRY S. BARKER
PIN: 1834.00.11.3320
OB 769, PG 799
DINO J. RAN
PIN: 18,34,00.1
DB 721, PG
T r,/„) r/?,/-,
I,; nl 11 //?
l/III Illi/ll/i ?I, i?
/I( IIII 111 I J I / / A ' ?//'
H III1'll?dlj/ l / (1
j'll?l?f I,?s? ' 1.''11 1!'? ? 'IV
Ilk A? ` I ( /
14,
III I??(? y \yr
R4 JERRY DELANEY
PIN: 1833.00.09,9469
PG 636

CARLTON C. DAVIS PIN: ; . CARLTON C. DAMS PIN:
2
18218, PG .1603 358 IDS i 1824.00.90.1603 D8
228. P
228, PC 358
/ ': `\ \ 111 1 6"
1 \ ,? 11 11.1 I
1,1 ?' /// <" \ /'/ 1 1 III ICI` 1`11&11111`1 \\ \ ?_ ?' +I r> .x 1./'.
` 1111 `
0€11,
PH 8E 1 /I I '``11'' III ?II f 11 !1
STORM
11'1 Ilj /I'j% /))111 p)Jl \? ?. ,?? \I JIIII
7ti 1 \ \DPAMAGE EASEMOJT11 III I I/ AN( i /, 1?< ;? 11 I 1 I I
jv 1
$, 1 \ \ \ 01 1 19 I I 11 /If I lJl /,r n1 V
20 1 J 1 Il ! 111
V 1 ' i' \\ \\ \ \1 ; \ +.04 Ac' 11.12 Ac I I I 18 I I ?GIII lI 1
,1 1 1 1 Ae _j l r J 1` I it
1 IJAM E. DAMS, 14 ?\ \ , \ 21
O 1, 1 IN. 1834.00.03,51 ¢ r \\
1 DS 809, PG 598 \ \ ( 1 ( `
' ,I 1 ' ? I \ , \ 22 , \-_n \ ?C \ \c ? - " 1 ?-? III
1 I 1 I N\
-? \ ` c \\1 \ ''-- \
115 Ac iii t \ \ ' 11? ; a ` I \?\\
I 1 l `?_ ?? fTi )I //' ,1? 11 \ 1111 .04AC? ?I( , I ) 1 'l?u ?? 'i 1_ _
7 I I Tl ,,/"?(?; / rJ 11 (1', 1 `??\\ \ ul l f ( If J I I tJ i+L I 1 II?(I
-7
I I 1 I II
,,7 II IIII
I 4-4- I
// ?\ O 1?' 1 tt 111111 O 1111 11 ?cM J -` t15AC J I' --I
I / j ?\\\\\ 1.60,4 /K ?ti O 11 1 `
1,02 Ac 11'1 Il
1 1 I
J I \ 11 `(l
it)
\0.98 Ac ) 1 1 1 1 ?J/ I) \ ` I - _-1 1(11 III I l?
QO// 1.03 Ac 1.08 Ac y
\.
RAP
z- V
- r- _O ? ?-' _ / \ : O ? ? 1,20 Ac / ? , - \` \ 51aa >ti l• )d f 1 d
1,40 AC 1
?4 \\\\\ 1. 17 ac .5$ Ac ORAMACE EAM" A , ' I , ' i Su. -;.k-l 4J7// I) A/
0,98 Ac T 1.01 Ac \ 1 r / J f y/%%/'
1 \ / \ \ 1 : 1/
41
4 ' I I''
?4 f'1 = .4 11 11 4 ? ITII-It j? ly?I l?
f?,? -- A11111?, 111 1?1?11I Ilyf 1;"lV?
/ /(/? ?L. - 1111
SHEET INDE
SHEET 1 - OVERALL SUBDRA'
SHEET 2 - SITE DEVELOPEME
EROSION CONTR(
SHEET 3 - SITE DEVELOPEME
EROSION CONTR(
SHEET 4 - CASHMERE LANE
SHEET 5 - CSAHMERE LANE
SHEET 6 - CUL-DE-SAC PL
SHEET 7 - BROWNING PLACE
SHEET 8 - NEUSE RIVER BU,
SHEET 9 - EROSION CONTRC
SHEET 10 - MISC. DETAILS
nom i
SEMW
NOT C acraJ:
ACWT MW "M ON KAHL
1 Q 9QT 7 rp OrICN CNAULA10M
9
I
rlmm 1
aT 0 MauE
AWE" vkm Now xmm
Z SEE OW 7 FOR KM CNOMIAIIMIS
GRAPHIC SCALE
m b m m 40
(IN Fm)
1 Imn - 160 h
GRANVILLE COUNTY PIN 1824,00-91-4632
ZONING AR-40
DEED BOOK D,B,628 PG523
WATERSHED WS-IV-GW
GROSS LOT AREA 63.41 Ac
AREA IN ROW 5.21 Ac
NET LOT AREA 58.2 Ac
OPEN SPACE/NEUSE BUFFER 9.12 Ac
AVG, LOT SIZE 1.12 AC.
LINEAR FT. OF PROP, STREETS 4,294 LF
SETBACKS FRONT - 50 FT.
REAR - 25 FT.
SIDE - 15 FT.
OWNER. MERRIWEATHER, LLC
242 W. MILLBROOK ROAD
RALEIGH, NC 27609
919-847-1800
NUMBER OF LOTS: V14
LOT 1 - 1.60 AC LOT 12 - 1.55 AC. LOT 23 - 1.01 AC. LOT 31
LOT 2 - 1.03 AC` LOT 13 - 1.08 AC, LOT 24 - 1.15 AC, LOT 3
LOT 3 - 1.40 AC. LOT 14 - 1.15 AC. LOT 25 - 1,34 AC. LOT 31
LOT 4 - 0.98 AC. LOT 15 - 1.04 AC. LOT 26 - 1,03 AC. LOT T
LOT 5 - 1.17 AC. LOT 16 - 1.01 AC. LOT 27 - 1.00 AC. LOT N
LOT 6 - 0.98 AC. LOT 17 - 1,06 AC. LOT 28 - 1.00 AC. LOT 3!
LOT 7 - 1.02 AC. LOT 18 - 1.30 AC. LOT 29 - 1.00 AC. LOT M
LOT 8 - 1.00 AC. LOT 19 - 1.12 AC. LOT 30 - 1.00 AC, LOT 4'
LOT 9 - 1.00 AC. LOT 20 - 1,04 AC. LOT 31 - 0,93 AC, LOT 4;
LOT 10 - 1.20 AC. LOT 21 - 1,02 AC. LOT 32 - 0.94 AC, LOT 4:
LOT 11 - 1.01 AC. LOT 22 - 1.01 AC. LOT 33 - 1,28 AC. LOT 4
F1NAT. PT.AN - NOT RRT.F.ASFTI FOR CONSTRUCTI
MERRIWEATHER scAm. r-,w
OVERALL SUBDMSION PLAN I
DEVELOPMENT ENGINEERING
I F
[I

MWEIA 2 OF'MAL DATE- 0422-05

17 VA
Professional Engineering Consult
SOIL & ENVIRONMENTAL CONSULTANTS, PA
NC Division of Water Quality
Tran # Invoice Type Date Reference
6903 0520051 Invoice 05/20/05 9117.W1
017587
Check Number: 17587
Date: 05/20/.05 Check Amt: $200.00
Balance Discount Pay Amount
$200.00 $0.00 $200.00
1V@@THV@1
MAY 2 n 2005
DENR
pWp ST AT QUATY
EORMWA ER M
wp~vae a~yMr~ois are sarn~u.~
ui~rnn ~3~r~ ~ aN3a
5ooz ~ ti ~dw
a
l ~ ' ' ! ,'Ill
- - - - ! r ! ~ I 400 - ~I ~ 1 1 + l l~ \ / / \II I I I 1 I ~ ~ \
! / r I ~11~ ! ~ ~ III lll!
~ ~ l~ 1 / 1 1 1 ~ l l l ! ~ ~ I / ! I ~ ~ / \ I
I I ~ ! CHANN L IMPAC 140 F / ! ! ! _ _ 1 ~ I i / 1 ~ / I / I +l ~ V 1 ~.1 ~ v / ~ i i ~ / I I I ~ ~ ~ V 1 1 1
i l,, 11 ~ ~~l 1 l ~ I 1 +i ~ ~ v ~ i i~ l I' ~ _J ~ I \ ~ I y , ~ I I i ~I I ; I I
/ ~ II ! , ! ! _ _ . _ _ _ ' / i ~ I I I I J I
~ 1 I I / r l ~ i 1 ~ c i r ~ A 1 I
1 II I(' ~ l~ I ! ~ I ~ ! 1. - v ~ c~ ~ I i I ~ I
ap l I I I I / ~ z ! ~ ~ II I I l r / ! In ~ ~ I ~ I 1 h ~ ~ I I I I I \ I ~ ~ ~ / / 1 I r i I ~ / ~ i
395 ! / I I I / i
III i ~ ! r / / ~ ?I II I ~ , e. 1 I I ~ ! I ~ ~ I lily ~t, / / ~ , ~ t I 1 ~ ? I / , \ I ,~I I I ` / / ~ / I r~ i I 1I III / v i v I + I
~ ~ ~ ~ ~ ~ I ~I I , ~ i I it I~ / ~ i / / / -_1 ~i~ + 1 t 1 I ~ IIII I / ~~I / - ~--_____I , i I I fir ~ 1 / / ? I~ i / l` i > 1
J / _ _ - _ ~ I I I _ _ _ _ I I I I I / I ( / ~ i I i / I / ~ / iii;~~ L PREADER ' ~ I ~ IIII I ~ i~ ~ LEVE S 1 ~
~ ~ I I I 2 / ~ C~) / ~ I I I I 3-65LF MIN, I 1 ( ~ ~ I ~ 1 III l / ~ i _ ~i;~ # + 1• I h I ~x / ~ l_ 'r - - _ l
_ _ _ _ _ _ _ . _ . . (/7 _ _ _ _ . _ _ _ / ~ / , ~ I , , ~ ~ ~ ~ I ~ ~ ~ - ) ~ _ SEE DETAIL ~ ' 1 ~ I , 1 I ? III ~ h~ ~ / ~ ~ l ,t>
Q J 1 / I ~ `'U. A ~ I ~ ~ ~ ~ v. \ I / ~ 1 1
~ ~ V ~ V A
~ / - ~ \ ~ ~
390 ---t---. - _ ~ ~ ~ ~ ~ _ ~ ~ ~ ~ - . / J
l'
~ A ~ / \ / • 1... ~~~A. l r 1 / _ A,, 1~ ~ 1
- l I ~ - - ~ - - r ~ - ~ \ ~ - ~ I 1 ~
_ / - ~ !
r, ~ , , _ ~ 1 r ~J~ \ ~
_ _ _ I r I 1 ~ ~
1 ~ 1 / , , ~ \
L ~ ~iY ~ ' . + \ - - DITCH I + ~ 4 cx~ I 1 + r
385 -r FES 2 / # LEVEL,SPREADER . PROP SED ? ~ ' ' ~ / ~ ~ I ZO E 1
_ . _ , i/ / , 1~-26LF MIN, li , t l ~ ,
GRAD -J ~ SEE OETAIL c r' _ `
~ , Y: CH t'J ~ ~ ~ \ \
r ~ 1 - - / _ _ _ _ PROPO ED_ _ ~ _ ? . _ _ I 1 _ - _ _ . . - _ _ --..J 11'11 ,f ~ I I ~ ~ A\ ~ 1~ r k ~ . ! 1~~ t A ~
HEADW L ~ ~ h 1
- _ _ -1-__ _ _ _ ~ _ 1 ~ .1 y z x 9~ 2 i I; ~ g ~ ~ I , A 11,E ; ~ 3 ~9 3g g5
~ S - - - - I I 1 -t- - . ~ ~ ;v w - - - - - - - - ~ ~ ~ -f - - - - ~ -f -
380 ~ ~ _ 4 ~ , \ 9g g~
~ 1 ~ ~ \~1 ~ ~I~ 1F~~ K ~,~~x, A
1 r.. ~ . ~ , ( ~ , ~ 1 ITCH , ~ _ = I t ~ I I r.. x ~ ~ :fir - ~ h. ,,.~Yd" ~ ~ A fit) i
~ 1 / ~ ~ \ ~ / J - -
_ - _ _ _ ~ ~ ~ A I _ ~d L OF ~ _ . \ ~ ~ I FES X22 ~
\ , I / \ 1 ~ \ / r ~ 1 1~ i
_ RC ~®0. 1~ ~ ~ ~ c~,-_ - ! ! \ ;2 ! ~ ~ ~ -
~ ~ ~ ~ ~ \ ~ ~ ~ , E ~ AI ~ ? / 3'0 i
375 _ - - ~ \ EX CL OF ~ ~ ~ ~ ~ , i z0 c i i ~ I N~' ~
„ ~ \ ~ ` ~ -1-2----Ml ~ ~ ~ ~ __ST EAM. . f-._ - ~ I 1 , _ ~ ~ f ZONE 1 I \ ~ _ . \ ~ I 1
v\~!_ 1
_ - - _ _ ~ : _ - PROP SED \ - - y r ~ - ~ ~ ~ ~ ~ ~ ~ ~ I 0 o RIP R P ~ ~ ~ ~ \ ~r \
~ I ~ ~ ~ ~ - ~
\ ~ ~ \ ~ \ ~ ~ ~ ~ ~ ~n~
\ + \ \ 11 I c,+ i ~ 1 ~ s M \ ~ ~ ~ /
~ \ 1 ~ ~ RAP + ~ \ 1 ~ \ I Icy 1 ~ _ i \ . \ + ~ ~ ~ \ \ \ \ {1\ ~ ~ I I 1 c~
3 0 c> APPRO.50X5;0 5, \ + I I ~ ~ \ ~ ~ i I
~,y ~ ~ c~ i DEEP RY DETE T10t~ PONO~ ~ \ ~ II ~ \ ~ \ I I _ ~ \ \ \ \ \ ~ L ~ I
- - _ _ 1 Q10(i )=52cfs 10(out 15cfs~ ~ ~ \ ~I I - ~ ~ ~
~ 1 ~ ~ VELA 1TX D IS 1PATER _ _ _ _ _ . _ _ _ _ v I i \ I ~1 cx \ ~ v ~ I \ ~ ' \ 1, al \ l `11 ~
- ~ I / 1~ ~ 1 1
Q25 480 fs M ~ I i 1 . , /
VZ5__ 13 f s. ~ _ _ _ _ II _ _ _ _ II `I , ~ tx~ I 1 1
_ ~ _ _ _ . _ _ _ _ _ _ _ _ _ _ _ i ~ / _r_ 5 f~ I I I I I I I I, If, _ \ 4 ~ I . r ~ 1v -
M T R CLASS z ~ I I USE 3 INCH DIA E ~ - _ ~i I ~ I I 1 1 1 1 E l~~ 7 a-~ I I II 1
_ _ - - ~ I 365 --fi~-,~--Q F~ ~ ~ _ ~ I LEVEL ISM I 1 1 1 L\ - ~ LEVELISPREAD I I I,
I 1N H S.__1NST LL DN__.1LTER _ _ _ ~ ~2-~s ~ C I I l l ~ 1 I
i ~ ~EE D T ~ ~t:~ I I I I ~.v~~ I \ ~ ~ 1 EE D TAIL ~ i t ~ 1 ~ I I ~
FABRIC. ~ 1 - ~ I ?J~ _
I i i I it ~ \ ! !
_ _ _ _ _ _ _ _ ~ ~ I I I. ? 1 \ !
I _ _ . _ . _ 1
i III ~ ~ ! ~ ! l I I ! I I I I I I I !
~ I ~ -1- ! I ~ i , I i ,,,o - I vI 1
360 . _ ~ I I I ? I I I I I I ! I II ~ ~ I I ~ 1 ,,....l - I I EUS R VE,k 1 ~
+ 0 61 +00 62+ 60 0 00 I III. ! I tir' - I I I II II RlrFf
~ I - i ~ ~ I ~ II ! I/
i r,,,, _ ! , I ~ , ~ I I I~ ~ / I I r l I I I I / 1 i
. ~ i I I, / ! ~ EWs IrrE ~ I I y , i ~I ~ I 1
~ _ - I I I N !`I I I ~ ! I ~ FFlE ~ 11 I I ~ ~ I I~ I I 1
I I ~ ~ , I ! ! , ~ I I III ~ I ll 1
j ~ l ~ I ! 11 i III I~ I 1 ~ i / I ~ ~ I ~ I I i
I ~ / II I ~ 11 / I ~ ~ ~I ~ ~I~I ! 1 I~ / /
~ l ~ ~ I i t I i I ~ ~ ! I ! i ~ I I I I I L__ 1 /
~ I I I I I ; ~ I , ~ i i , ~ ~ / / I , , I ! I ? I IIII 1 / I~ I ? I! I i/ ! I ~ ! I 1 1 / ~
i I I I ~ 11 I I I I M II 1 / r
I ~ I I r I ~ ~ I I~ IIII i I
I I c> / III I I ,l 1
l I ~ ~ ,r, / I ( I I ! ) III ~ I ~ I ~1
I I I I ~ ~ I I I~! ~ / I I
a
o+
~s ~
a
GRAPHIC SCALE
30 15 30 60
REVISIONS 1 inch = 30 ft,
~++n~a
~ww~ ~n aa4 a CAPn, . , ~ r~ / ~ 1 i\ ~ a P' ~ 1 T n` o ~ w ~ e ~ a. ~ ~ ~ ~ ~
' b ENGINLERING,
INCO 51N0.
~ PHASE 1 AND Z. OPoGINAL DATE 04-22-05 IVtUSt (GRAW COUNTM) LATEST REVI810N DATE IMR • AL Professional En in
255 g eering Consultants IMPACT PLAN d
4 ~H ~ ?
9P E Phone; 919-847-8300
~ MERRIWEATHER LLC RALEIGH NC PRWECTNO~ 05928 /p 244 W. Millbrook Road, Raleigh, NC 276 09 Fax. [phone],0
nm~~ P. 0, Box 17705, Roleigh, NC 27619 Web.- d_e_rnc. com

-

'~b3 . ~u11;~1MM~~,lSr~~, .
~~°~~1b uK~y~U~`!'`V' _ M bN ~M
~ ~ ~Ol 0
Z bw
0
CONSTRUCTION SPEClF[CAT[ONS LEVEL THE
y L tH[ AArnHD sHaA.1 K A IAAAUR or ~ PuCt~T DDVNSTREAM TH IDF THET SPREADER.
y y VIDC t%itHDMD 6 p~p[S DVEA TH[ LI ENTIRE LENG F STORMWATER - - ~_1' y IDAICD 6 RICHES DEEP M A VEATICAI iA[NCH EVAT[ON. irlE Lwca EDU, TIC Ip1EA EDGE sruuLO SPREADER LIP MU LT BE 1' M]NIMU . TOP ELEVATION 0 - - - 0.5
- - y y urr ~alHS+ sHOOrHLr aT son wu K SEE PLANS FOR E - - - - - stclaLV HELn nI nAU vTrH p,psLtr sPAtx/
UPSTREAM END OF R57 WASHED ~ 1 MAX. < y y y IEAVY WTY V1AE STAPLES AT LEAST ID DICIES 1 STONE -I N y y e.u°+siiP~ i~A u~nr s~~ Aa~ar~P.' roA
STORM DRAIN OVERFLOW y n.IANSTAtLi 11E LEVEL SPAEADCR DN UHDISTIAIKD
USE NORTH AMERICAN D SI N OF 'j' SpIL fN01 d PA.U ~SIC,N OF SPILLWAY EXISTING SLOPE _ s,~sTAUr A ea rom rA+•sirla sttT~" ?Ra" FES V1 - ,wKl f0 ll[ND ¦AgTNLT VITN R!P-RA
GREEN C-350 TURF I/3 PIPE MENT MATTING , DIAMETER RE-ENFORCE a DRAINAGE AREA FILTER FABRIC y y $ n'K"s~I c DRAINAGE AREA WEIR LENGTHI CRASS 1 RIP-RAP 0 ~ VInIH AHD ntPTH I? rH[ Ltv[L sPRG~KR y y y O ao~sPEASE au6P PRDA ~ wr~TO c STONE a~E ,
P A E OF JUTE MATTING p _ .p (ACRES) IN L C C e° ~ ~ 1 (ACRES) (FT) VARIES ppDPtaLr sruaitca n : 4.0 y Irefc sut TNAY TH[ aLOrt [a ~Pp~NiR~iIHfi GEO-iEXTILE RIP-RAP OUTLET 1 ~Y 'y ygniH N R[EP THE ICON FA¦1
SEE DETAIL SHEET 5 z 2 6.O n,i,s,EnpTtr r?rtA rts m,rsTAUCnoI. FABRIC PROTECTiDN AND ENERGY Anr scEn HIwcH ~ EHnAE EXTEND A D1SSiPATOR: SEE PLANS
~ p` J _ e 4 3 10A y y y y msTulDin AREA C+ THE uvtL sPAEwER. MINIMUM FOR DETAILS. 4 120 SIDE VI V~ y y y F00 - / UNDISTURBED GROUND
TAI % - - 5 ~TF MATTING DE BURY BOTTOM - - _ DIMENSIONS SHOM 5 y y DIMENSIONS SHOWN ARE MINIMUM y y GRASS LINED CHANNEL
OF PLYWOOD = I I y yam- y y y 6' DEEP, 1' WIDE TH AND ELEVATION
HEIGHT dr WIDTH DETERMINED BY y PE SEE PLANS FOR LEND
6" AVERAGE DIAMETER ~/4" EXTERIOR 2Z" THICK NOTE; ALL PARTIALLY COMPLETED STORM DRAINS PLYWOOD EXISTING SLOPES EXISTING TOPOGRAPHY AND y y y STABILIZED SLD ~nTPi ERO~Am cE•fyiRED IN CRASS LINED SEDIMENT STORAGE REQUIRED y Jr~ y ~EL•
CLASS 'B' STONE SHALL BE PROTECTED AT THE END OF EACH DAY IN ACCORDANCE WITH THESE KEY RIP RAP INTO THE DAM 55 y y R STABILIZATION, y y VIP LEVEL SPREADER CROSS SECTION FO
STEEL FENCE PLYWOOD INLET PROTECTI N DETAILS, POST (1YP,) W y y VARIES -
Z UPSTREAM END OF OVERFLOW `3' ~ STORM DRAIN y y 3 ELEVATION POINTS ON SPREADER ~ ~ ALL AT SAME ELEVATION T R EVERY RAINFALL
~ y y y y y MAINTAINANCE INSPECT THE LEVEL SPREADER AF EAND PROPERLY 8^_[' UNTIL VEGETAT]ON ]S ESTAHLISjER THE AREA HAS
GEOTEXTILE FABRIC LINER " " ~ ° ° ~ ° 1/3 PIPE _ y y y y MAKE ANY NEEDED REPA[RPER OD]C INSPECTIONS AND
UNDER RIP-RAP " n p i ~ : ~ ~ DIAMETER a,. WEIR~•~`. a KEYED RIP RAP y y y y BEEN STABILIZED, MAAEHEALTHY, VIGOROUS CONDITION, w a ~ y KEEP VEGETAT]ON IN ~~r~~- y
RIP-RAP CHANN TAI EL_f~E__ L n D p .g ~ ie ~la,OP ' ~ ~ i~ TA LE UNDISTURBED POINT • y ~ .rte S B LEVATION
. - OUTLETyAREA SURGE STONE LIP X57 WASHED STONE
FI TER ~ ~ ~ i' WASHED STONE L
VIGW ACROSS PIPE INLET PLAN G11 T IK n- ~ _I _ I II R LIP-CONSTRUCT THE LEVEL LIP ON UNDISTURBED SON THOOF 1 tr liI„~;;crnuc FOR LEVEL SPREADER M pV (cfs) ENTRANCE VIDTH DEPTH END V]DTH LENOG FRONT VIEW SPREADS HEIGHT AND ZERO GRADE OVER THE LE G UNIFOR DESIGN FL
~ ~ THE SPREADER, PROTECI [T WITH AN EROSION RESISTANT 10 0.5 3 - - MATERIAL SUCH AS SURGE STONE TO PREVENT EROSION. 0-RO 15 O6 3 20
1 ~ ' 'f ~ ~ ~ ~ C I TH , ~ / ! ( 1 ( ~ HARDWARE Cl0 -THE OUILET DISPOSAL AREA MUST HE GENERALLY SMOOTH f0 2D 24 07 3 30 OUTLET AREA ZO 30
~ lndtall Level and flush ~ t S o , m~' wtth nctural ground. - - AND WELL VEGITATED W[TH A MAXIMUM SLOPE OF 10%, EXISTING SLOPE
att t4g,d R!~ PI ~ ar Qltch ~ TONE FII T R INLET PR T TI N STEP SE UENCE '~''ITATE ALL D1~TURRFD AREA
Qutt~t ~ LEVEL SPREADER DETAIL A, B, & ~ PAGE 2 OF 2
~ r AND STONE DAM LEVEL SPREADER DETAIL A, B, & ~ PAGE I OF 2 CHECK
r A PLYWOOD T PROTECTION PIPE INLE a
.
h
PLAN viEw are Prdforme~ ~ SQ~T ml YP~~ _ ,
Scour Hole tPSH) ti , y !,r
1Rtp Rap In , _ _ . _ _ NT BASIN CALCULATIO . SEDIME W_ _ _ . . NS _ _ _ _..__...._..__..__-.rw._-----._... 2 ~
wn In,tt~altldveland flush basin nat stto '`,r., ,w r,~i t ~ o k~m~, r ` - ~ , with naturdiground, for olarity? ~ ~,u, ~ ;mat I~~ ?~Y / .4 PIPE CALCULA . C....... . _ . _ _ _ ~ IMENT9A81Ne2 STORM I . S _ seo ED ON FA.TER FABRIC. .--•1
d ~ h tl ~ I e ar O1tch ti, LL BE I . _ NSTALL _ SEDIMENT BASIN e1 P LOCIIY D~SIPATERS SBA •-....~DRAINAOE AREA.~~ _ l l1:! AC _ I NOTE. ALL VE I . _ _ _ _ DRAMIAOE AREA 3.0 AC _ _
as a STS at ~ 21 OUtIHt , ' ; ~ ~ 8 r _ 'DENUDED AREA 0.8 AC 1 ¦ O.a AC DENUDED AREA •RAGE REQURED ~ ~ 1,!X1,!16 ~ ~,2A7-CF
..r pRAN4A0E FROM ~8T0,._.__._._._.._ STORM _ TOTAL giOKABE REBUKED a.e X 1,i15 ¦ 5,145 CF ~ ¦ ~ _ ¦ 0.4 X S,lA X 1.e • 4.1 CF8
b I . A G 4 LOPE ACRES @5 C CFS PREVIOUS ~ ~ ¦ ~ . 0.4 X5 TI X3 0 ¦ e e CFB - - .1 ree BF ' TH RCP S _ _ _ lM~: euilfAcE AREA • 41 xa o1 x4s,rea , . - - /.o xe o1 x~a,eee • a,ooe BF
w - PEE TOP INV. IN INV• OUT LENG ~ - - . _ . - MN BURFACE AREA 1 e4o 8F .2 OA 9.5 __,r+t~+u ".ty2;,~ _ 8AaA48URFACEBD! ¦ BOtXaOW¦ , _._._..._..i err>~._._.
6'1 d FE84 - _ 44x.0 ~ 15 1.5 S.0 0 _-0.8 767,. A86+1 DEPTH - 2 FT - B _ BABN DEPTH • 2 FT . _ ;STORAGE PROVIDED 9,800 CF
INA-A _ 1 FES 2 ~'0 STORAGE PROVIDED I,Oe4 CF . . , . . _ _ _ . :WENt LENGTH 18 FT 16 FT
SECT 0 Scp~are Prdformoel ~ ml ~ 15 2.0 2.O 5.2 0~4 6.5 • 6.5 WEIR LENOTN - _ FE8 5 438.0
~ Scour Nole tPSH) YP' A Pb. erlara, . ~ I ~ 435.0
P' our tRtp Rap In ' PSR1~ t shown ~ ~ ~ FESB _ _ _ .J.___.___..__~_.__.}_..___._.__._._._9EDMENTBABMM _ 8EDN4ENT BA81N Ia
m In) d Natural "0 m _ for olarityl / / 70 15 1.4 1,5 8.2 0.4 4.A - 4.9 _ _ - _ . iDRAeIl10E AREA. 1= 4.0 AC _______.J FE812 M2.0 = 2.oac pRAINAOE AREA DENUDED AREA ¦ O.B AC -
Gr"4Un~ d r~th t! as~d~ s at yl 441.0 DENUDED AREA = O,6 AC ~iSTORAGE REQURED 4A X 1,e18.7,280 CF FES 10 - . I
4 w / B I t Ut:IC r asTORAOE REQLNlED 2.0 X 1,618.3,8x0 CF _ C41 - .0 5.2 0.4 e.5 _ f-- = o:4x57ex4o•e2cFS I 65 1 B 2.4 9 A.8 FES 18 405.0 - Ou = 0.4X578 X2.0.4eCF8 ~
CIas3..... Rlp Rap [3 ~ r f - r N Linea a Q2 . - - ~ I RFACE AREAµ ¦ 0.2 XO 01X43,580 ¦ 4,006 8F X0.01 X43,580.2,004 SF ~ ,MIN 8U 403.4 MSd. SURFACE AREA 4./ ( BASIN BURFACE 8D! • OOL x48W' 4,460 8F
_thlck with Filter Fdbrlc , ' w~ FES 14 _ 1 .1 BASIN~SURFACE 8DF • 84'L xx2W • 2,048 8F ~ _ 2 FT ' - BasINbEPTH a
~ q 60 18 5.0 4:0 5.2 0.4 3 13.1 _ . a 2 ~ _ FES 20 405.0 BA8N DEPTH IBTORAOE PROVO)ED 8,100 CF _ . _ _ -
BTORAOE PROVED 4,008 GF 15 fT 402.5 WEIR LENGTH _ FE818 _ 15 FT WEIR LENGTH ~ ,
26 r. SECTION A-A L F uo 3o a.a 1a.o 5.2 0.4 4 3A0.2 58.0 '
_ FES 2 - ~ SEDIMENT BA81N N8 _ _
r~ 61tah tiS~,_ Pfpe dr 3e5•e SEDIMENTBA81Nr8-_ _ 1 FES 22 • 4,o Ac _ ~ IDRARdAAE AREA _ I 28AC
IO~~OlO) n outlet P5R1~ ~}IPm1n1 d _ CJgt'urr~l 50 24 3.4 3.3 8.2 0.4 10.8 10.6 DRAINAGE AREA _ (DENUDED AREA 0 4 AG 8 411.1 - _ ~ FE8 2 EA = o.'i AC . - DENUDED AR i
" Gr'QUnd " ~ STORAGE RE4URED 15.0 X 1,61 S ¦ 7,280 CF • 0.4X6.78 X4.0 • A.Z CFS 410.0 STORAGE' REQUFtED 2:5 X 1818 ¦ 4,838 I ~ OU FE8 28 2.6 - e•e cFa i~ ~ er ~
¦ 0.4 X 8.78 X 684 4,008 4.8 10.4 8.2 0.4 34.1 Q2 ¦ CIA ¦ y 827 8F .MIN. BURFACE AREA 9 2 x 0 01 X43,
I' tuck PLAN VIEW lass Ri Rap E.3' . Linen C P rlc 401.5 75 98 ~•1 ~ FES 32 - MIN. BURFACE AREA • D.6 X0.01 X4x,580 , . I, ~ ' BABM 8URFACE SIZE 601 X45W • 4,080 SF - - I _ .
.-thick with Filter Fab BA81N 8URFACE 81iE 72L X361N ¦ 2,802 SF 2 FT FES 30 395.0 _ _ _ s FT _ BASIN DEPTH ~ ¦ - BA88V DEPTH _ 18TORAOE PROVIDED 6,140 CF
. ~ ~ rt-yy ~3 STORAGE PROVIDED ¦ 8,184 CF - ¦ 1S FT _ - ,WEIR LENGTH
d flush Irf'" ~ ail revel an d Inat AT t '~a~ ~ m with nctural graund. 15FT . .._._.1 WEIR LENGTH I _ ~ 1.. __.._.w...... -
a~ ~ ~ a'tut . !A ! '4 It or Oltch k' '~d '~GV PT. ? ~ - I •__.-.._.1..~._.__..__.,._... _ .
Pipe buttet ' w'w i' '`~k/ ,f~,, _ . _ _ ~ _ ..SEDIMENT BASIN i'! _ _ - ~ . -SEDIMENT BA81N it _ -__..._..-7
>s A - ~DRAp,~OEAREA 2.0 AC _ 2.0 AC ,DRAINAOEAREA . ~ - ~ _ _ DENUDED AREA 0.4 AC _ ~ ~ 0.8 AC
fr A f ~ ~ ~ I~/10/01 DENUDED AREA IgrpRAOE REBORED 2.0X1,615 ¦ 3,880 CF
, f ',STORAGE REQURED 2.0 X 1818 ¦ 3,630 CF _ _ . _ t, ~.CW s 0.4X5,78 X2.0 ¦ 4 0 CF8 , I_..._~„C~ =~0.4X5.78X2.0¦4.eCF6 ~ l
f G2 ~ URFACE AREA 4.8 X 0.01 X 43,580 ¦ 2,004 8F , MIN• 8 IMIN. SURFACE AREA 4.8X0.01 X4a,580.2Aa 8F ; - CE sin 84t X32W ¦ 2,04A 8F
f , I IBABgdBURFA r.. ...w 2 I,BA81N 8URFACE 812E _ 84L x32W • 2,048 8F _ _ EASN4 DEPTH_ . ¦ T 1
; 2 FT - . iBABaI DEPTH , . 18TORAOE PROVIDED 4.008 CF _ , i -
Scylare Prdformod ~iAfmlrt,V~fyp: Scour Hole tPSHI ~ , ~BTORAOE PROVIDED = I4. (WEIR LENGTH ¦ 16 FT _ . 18 FT _ _ _u. I
tRlp Rats in 'WEIR LENGTH... __.I_... I.
basin not shown ~ 1r, . . _ ....__-m...__.._. . _ .._1..._. SEDIMENT BABMJ 110 _ 1
for olarityl , • % , d ,th , tl • ,r'''~.,, SEDIMENTBA8IN e0 OE AREA Z,i AC _
~ ~f 4t3~' i7tklf19 at 1 ~ ~ 1.0 AC - _ _ 0.2 AC i DRAINAAEAREA _ .._..._..._.1 (DENUDED AREA 07AC
~ ti > II ',DENUDED AREA _ '(STORAGE REBORED ¦ ~2.1 X1,816 ¦ 3,x12 CF i 1 i;8`fORAOE REQURED 1,0 X 1,816.1,615 CF . CV1 = 0.4X8 78X2.1 ¦ 4 6 CF8
' 04X878 X10 23GF8 _ IDZ ¦ ACE AREA ~ ~ ¦ 081 SF I _
kPT• ~I 02 8E MIN• 8URF 4.8X0 01 X43,880 2, _ _i . MIN. SURFACE AREA 2 3 XO 01 X43 880 1, _ . 81N BURFACE 811E NL Xa3W 2,178 8P -i . f9A - I
~r BA81N BURFACE 811E = 46L x23W • 1,088 8F 1 FT BASIN DEPTH 2FT _
d .__a ;BA86V DEPTH STORAGE PROVED 4,358 CF ,STORAGE PROVIDED 2118 CF i _ _ . ENOTH _ ~ _ ~ 15 FT _ 18~ _ ;WEIRL
SECTION A-A . _ (WEIR LENGTH _ _ i _ _ ~
_ _
rhS, pipe or Dttah N ~a 6utlet LL,__._.,__. . . I " BEDIMENTBA8IN%11
o PSRIA (}n'min) d _ Mpturat . _ ~ O6AC , ~DRAeVAOE AREA I.
~ ~ Gr'rji.ind iv / ¦ 0 2 AC _ 7 DENUDED AREA _ _ . _
~ ' I' tuck i8TORA0E REQURED 0 6 X 1,615.1,452 CF _ _ i._ -
R _ ~ Ix- _ ..e~nC-- ¦ 0:4X5.78 X0.8¦1.6
eV Llnen class V ^ Y -thick with Filter Fabrlc ML - ....a
YIN. SURFACE AREA 1.!X0.01 X48,680 784 8F BASIN SURFACE 812E 40L X20YV 800 8F 7 f
BASIN DEP.... 3 FT TH
LG.JEL yPK~t7E~ + 2 ...__r. r_-..._.. STORAGE PROVIDED 1.800 CF
WEIR LENGTH
~ 10/10/01
V4
FOR CONSTRUCTION
- NOT RELEASED FINAL PLAN
SHEET
Ca Rp Gl"kEER N NC, N0.
T 0
.T.S. ~ REVISIONS MERRIWEATHER. MISC. DETAILS DEV9 nmMEN EN N a N nsultants $ n ineerrng Co
Professional E g
L 2-28-05 PER CITY NC DENR REVIEW. 12550 • Phone; 919-847-830
'6 -847-21,30 10 7609 Fox: 919
~[n DATE 02-16-05 RJAW. ~ AND Z FAE 9 N~' rook Rood, Raleigh, NC 2 ~ 244 W, M~llb Web; d-a-inc. com
a ANY 1 c AN r~y~ eVI910N DATES 00 -OF05 P, 0. Box 17705, Raleigh, NC 27619 ~ _
~ll"11~~n~~~~. Lr~JVI~I ~J
Aei ~IrH_ N ra.: 05128