20060265 Ver 1_COMPLETE FILE_20060217

?OF WATF9O Michael F. Easley, Governor
`p G William G. Ross, Jr., Secretary
r? North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
March 2, 2006
Maurice Emmart
99 Aqua Vista Drive
Wilmington, NC 28409
Subject: General 401 Water Quality Certification #3402
DWQ Project #060265
Saylors Watch Subdivision
New Hanover County
Dear Mr. Emmart:
The Wilmington Regional Office received your Pre Construction Notification application for a
US Anny Corps of Engineers (USACE) Nationwide 18 Permit. The wetland/waters impacts proposed for
the Saylor's Watch Subdivision in New Hanover County is for the purpose of a discharge structure and
rip rap to dissipate energy and prevent erosion within the jurisdictional canal. You are authorized to
impact 113 square feet to help reduce erosion into wetlands/waters under the General Water Quality
Certification (GC) # 3402 (enclosed). This Certification allows you to use your 404 Pen-nit when the
Corps of Engineers issues it. Written concurrence from the Division of Water Quality (DWQ) is not
required provided that you can meet all of the conditions of the General Certification.
If at anytime during construction of your project you determine that you cannot meet these
conditions or if there are any additional impacts to wetlands or water quality not described in your
application, you must contact this office immediately.
7215.
If you have any questions concerning this matter, please do not hesitate to call me at (910)-796-
Sincerely,
.1 A Environmental Steenhuis RL ^
Environmental Specialist I
Enclosure: GC #3402
MAR 7 200
cc: Ian McMillan - 401 Oversight Unit VIE wiS grER ?U
Jennifer Frye - USACE Wilmington AND Srok, q??ly
WiRO mTE a qcN
Central Office
Troy Beasley - Withers and Ravenel
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service1-877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc.us orthCaro/l/ina
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper Natum thCaro`n
Is this an after-the-fact pen-nit 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://112o.enr.state.nc.us/newetiands. If no, please provide a short narrative description:
There is no future development anticipated in association with the posed project nor will the
project facilitate additional development that could result in impacts to downstream water
quality.
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).

Q
Applict/Agent's Signature Iiate
(Agent's signature is valid only if an au zation letter from the applicant is provided.)
2/i
Updated 1111/2005
Page 9 of 9

iT Feus AOlllatluns i 2vonte I Inspactluns I cumlimnls `, History
Detallst DPtalls2
1,F
Per7lits anti Celts
Project Number: 120060265 Version 1 Status: Issued Last ActionDesc: ;Project Issued
J
"Project Name: Sayiors Watch •ProjectType: Residentlal Subdlvlslon
ProjectDesc: townhomes

`Owner: Emmert, Maurice S. I Malls-
'Received From: (Applicant COEID: 200500047 *Primary County: Now Hanover
DOTTIP: 'AdminRegion: (Wilmington
Received Dt: 0211712006 Reviewer: iloanne,steenhuls I
i
Issued Dt: 0 310 212 0 0 6

*Secondary County__ f
StatutoryDt:
j
CAMA NEPAISEPAReceived DC
DCM Office: IDCM Wilmington Field Office SW Plan Received DC I
COE Me. ngton Regulatory Field Office' ^ SW Plan Approved Dt: Public Notice Published Dt I
I

Last Updated By: laurle,dennlson
SW Plan Location:
Public Notice Received Dt: I
Last Updated On: 0212112006 Sewage Disposal: P.N. Comment Period Ends Dt: l I

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WI'T'HERS ? RAVENEL
ENGINEERS I PLANNERS I SURVEYORS
February 14, 2006
US Army Corps of Engineers
Regulatory Field Office
Attn: Ms. Jennifer Frye
69 Darlington Avenue
Wilmington, NC 28403
lugwavgl
FEB 1 7 2406
_,14p,TER QUALITY
D S qMNATER EROICH
DES qN
NC-Division of Water Quality WEi1N
401 Wetlands Unit
Attn: Mr. Ian McMillan
2321 Crabtree Blvd.
Raleigh, North Carolina 27604-2260
Re: Saylors Watch - 404/401 Compliance Request
W&R Project #204406.10
Dear Ms. Frye and Mr. McMillan,
2 0 0 60 2 6 5
On behalf of Emmart Holdings, LLC, we are requesting authorization from the USACE to use
NWP 18 for the installation a stormwater discharge pipe into a "Water of the US". This PCN is
being provided to DWQ as a courtesy copy. A copy of this PCN has also been provided directly
to Ms. Joanne Steenhuis in the Wilmington Field Office.
The site is located in Wilmington, on the west side of S. College Road (Hwy 132), just south of
the Coastal Community Vineyard. The project is approximately 10.02 acres in size. The project
is located in the Cape Fear River basin. The wetland delineation was reviewed and approved by
Ms. Jennifer Frye (AID #200500047). A copy of the signed JD Survey has been provided as an
Appendix to the enclosed PCN.
The current request is for 0.0026 acres of impacts to "Waters of the US" (see the attached
maps and PCN for details).
Please feel free to call if you have questions or require additional information.
l<e13cr
Since
Troy Beasley
Withers and Ravenel
Attachments: NWP 18 PCN
Cc. Joanne Steenuis - DWQ Wilmington Field Office
7040 Wrightsville Avenue, Suite ioz Wilmington, North Carolina 28403 tel: [phone] fax: [phone]
www.withersravenel.com
V-1 auvlsl
FEB 1 7 2006
Office Use Only: J,tNK
WETLANDS AND ST02MWA7ER Bf2A1:CH Form Version March OS
2 0 () 60?65
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
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: NWP 18
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: Maurice Emmart
Mailing Address: 99 Aqua Vista Drive
Wilmington, NC 28409
Telephone Number: 910-794-2204 Fax Number:
E-mail Address:
2. Agent/Consultant Information (A signed and dated copy of the Agent Authorization letter
must be attached if the Agent has signatory authority for the owner/applicant.)
Name: Troy Beasley
Company Affiliation: Withers and Ravenel
Mailing Address: 7040 Wrightsville Avenue, Suite 101
Wilmington, NC 28403
*Agent Authorization Form provided as Appendix 1
Telephone Number: 910-256-9277 Fax Number: 910-256-2584
E-mail Address: tbeasleyQwithersravenel.com
Updated 11/1/2005
Page 1 of 9
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: Saylors Watch
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN): 3134(06)-48-8849,3134(06)-48-8711,
3134(06)-48-3944
4. Location
County: New Hanover Nearest Town: Wilmington
Subdivision name (include phase/lot number): Saylors Watch
Directions to site (include road numbers/names, landmarks, etc.): The project is located on
south College Road, north of Monkey Junction, and located adjacent to the south of Coastal
Communities Vineyard and adjacent to the north of Still Meadow Village, see Location Map.
5. Site coordinates (For linear projects, such as a road or utility line, attach a sheet that
separately lists the coordinates for each crossing of a distinct waterbody.)
Decimal Degrees (6 digits minimum): 34.1536 ON 77.8929 °W
6. Property size (acres): ±10.02 acres
7. Name of nearest receiving body of water: Unnamed tributary to Mott Creek
8. River Basin: Cape Fear
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.eiir.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: In the existing condition, the project site consists of native
long leaf/loblolly pine uplands and Carolina Bay wetlands, see attached aerials. The general
Updated 11/1/2005
Page 2 of 9
land use in the vicinity of the project consists of multi-family to the south, a church to the
north, and medium density residential to the east, see attached aerials. The proposed project
is concurrent with the approved zoning and surrounding land use.
10. Describe the overall project in detail, including the type of equipment to be used:
The proposed project will consist of a single-family attached development (townhomes).
Typical heavy equipment i.e. excavators, front-end loaders, etc) will be utilized to construct
the proposed project.
11. Explain the purpose of the proposed work: The project is intended to meet the growing
demand for residential housing in Wilmington.
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. The onsite wetlands were approved by Ms. Jennifer Frye with the US
Army Corps of Engineers on May 17, 2005. The AID number is 200500047, see Appendix 2.
V. Future Project Plans
Are any future permit requests anticipated for this project? If so, describe the anticipated work,
and provide justification for the exclusion of this work from the current application.
There is no anticipated future development associated with the proposed project.
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. Each impact must be
listed separately in the tables below (e.g., culvert installation should be listed separately from
riprap dissipater pads). Be sure to indicate if an impact is temporary. All proposed impacts,
permanent and temporary, must be listed, and must be labeled and clearly identifiable on an
accompanying site plan. All wetlands and waters, and all streams (intermittent and perennial)
should be shown on a delineation map, whether or not impacts are proposed to these systems.
Wetland and stream evaluation and delineation forms should be included as appropriate.
Updated 11/1/2005
Page 3 of 9
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: The proposed impacts to Waters of the
US will result from the installation of the discharge structure into a man made canal along the
northwestern project boundary, see Appendix 3 and site plan. The discharge structure will
consist of a mitered end pipe, which will discharge directly onto rip-rap placed into the
bottom of the canal. The rip-rap is needed to dissipate energy and prevent erosion and
downstream sedimentation.
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)

NOT A.PIPLI CABLEE

Total Wetland Impact (acres)
3. List the total acreage (estimated) of all existing wetlands on the property: ±3.29 acres
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 len X width then divide b 43 560
Stream Impact
Number
indicate on ma
(
Stream Name
Type of Impact
Perennial or
Intermittent? Average
Stream Width

Before Impact Impact
Length

linear feet Area of
Impact

acres

NOT APPLICABLE

Total Stream Impact (by length and acreage)
Updated 11/1/2005
Page 4 of 9
5. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.). Open water impacts include, but are not limited to
fill, excavation, dredging, flooding, drainage, bulkheads, etc.
6.
Open Water Impact Name Waterbody Type of Waterbody Area of
Site Number (if applicable) e) Type of Impact (lake, Pand estuary, sound, Impact
(indicate on ma bay, ocean, etc. (acres)
Placement of rip-rap in
bottom of ditch,
0
0026 ac
Impact A N/A impacts to bank from Drainage Canal .
(112.9 sf)
installation of
discharge pipe

Total Open Water Impact (acres) 0.0026 ac
7. List the cumulative impact to all Waters of the U.S. resulting from the project:
Stream Impact (acres): N/A
Wetland Impact (acres): N/A
Open Water Impact (acres): N/A
Total Impact to Waters of the U.S. (acres) 0.0026 ac
Total Stream Impact (linear feet): N/A
8. 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.
9. 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
Updated 11/1/2005
Page 5 of 9
financial viability of the project. The applicant may attach drawings of alternative, lower-impact
site layouts, and explain why these design options were not feasible. Also discuss how impacts
were minimized once the desired site plan was developed. If applicable, discuss construction
techniques to be followed during construction to reduce impacts._ The proposed project has been
designed to avoid and minimize all impacts to onsite wetlands The only proposed impacts to
onsite jurisdictional areas are 0.0026 acres of impact to a man-made drainage canal which was
claimed as "Waters of the US". The proposed impacts to onsite "Waters of the US" are
necessary for installation of the stormwater discharge pipe in the eastern bank of the canal and
the placement of rip-rap for erosion preventative measures. Also, per DWO General
Certifications, a "Deed Notification" will be incorporated into the Home Owners Association
(HOA) documents to inform all property owners that there are wetlands on the property see
Appendix 4.
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 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
littp://li2o.enr.state.nc.us/ncwetlands/strmgide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
Updated 11/1/2005
Page 6 of 9
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Due to the minimal size of proposed impacts to a roan made drainage canal there is no
mitigation anticipated for this project.
2. Mitigation may also be made by payment into the North Carolina Ecosystem Enhancement
Program (NCEEP). Please note it is the applicant's responsibility to contact the NCEEP at
[phone] to determine availability, and written approval from the NCEEP indicating
that they are will to accept payment for the mitigation must be attached to this form. For
additional information regarding the application process for the NCEEP, check the NCEEP
website at hqp://h2o.enr.state.nc.us/wrp/index.htm. If use of the NCEEP is proposed, please
check the appropriate box on page five and provide the following information:
Amount of stream mitigation requested (linear feet): N/A
Amount of buffer mitigation requested (square feet): N/A
Amount of Riparian wetland mitigation requested (acres): N/A
Amount of Non-riparian wetland mitigation requested (acres): N/A
Amount of Coastal wetland mitigation requested (acres): N/A
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 ?
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.
Updated 11/1/2005
Page 7 of 9
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
213 .0250 (Randleman Rules and Water Supply Buffer Requirements), or other (please
identify )? Yes ? No
2. If "yes", identify the square feet and acreage of impact to each zone of the riparian buffers.
If buffer mitigation is required calculate the required amount of mitigation by applying the
buffer multipliers.
Zone* I Impact I Multiplier I Required
1 3 (2 for Catawba) N/A
2 1.5 N/A
Total N/A
* Zone 1 extends out 30 feet perpendicular from the top of the near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
3. If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e.,
Donation of Property, Riparian Buffer Restoration / Enhancement, or Payment into the
Riparian Buffer Restoration Fund). Please attach all appropriate information as identified
within 15A NCAC 2B .0242 or .0244, or .0260. N/A
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. In the existing condition, the site does not
contain anv impervious area. The proposed vroiect will result in 35.3% impervious area. The
proposed impervious area consists of rooftops (12.5%), walks (3.4%), parking (16.3%) and
access road (3.1%). DWO has issued a Stormwater Management Permit for the proposed
project. Please see Permit #SW8-0060120 for the complete stormwater calculations, Appendix
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.
Sanitary Sewer
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No
Updated I1/1/2005
Page 8 of 9
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://112o.enr.state.nc.us/ncwetlands. If no, please provide a short narrative description:
There is no future development anticipated in association with the proposed project nor will the
project facilitate additional development that could result in impacts to downstream water
quality.
XV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Updated 11/1/2005
Page 9 of 9
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FEB-1?;-2006 01:56P FROM: TO: E5FiLCEH P.2
The undersigned owner(s), Wamrv? .X , r/NAzhm ado(es) hereby appoint
Troy Beasley ! Withpm 4 Ravenel Inc as his, her, or Its &clusl agent for the purpose of
petitioning the appropriate local, state and federst environmental regulatory agencies (US Army
Corps of Engineers, NC Division of Water Quality, NC Division of Coastal Management etc.) for:
a) review and approval of the jurisdictional boundaries of onsite jurisdictional areas (wetlands,
surface waters, eta.) and/or, b) preparation and submi"I of appropriate environmental permit
applicatlonsirequests.
The owner does hereby authorize that saki agent has the authority to do the following acts on
behalf of the owner:
(1) To submit appropriate requeslVapplications and the required
euppiemental materials,
(2) To attend meetings to give representation on behalf of the Client.
(3) To authorize access to subject property for the purpose of environmental
review by appropriate regulatory agencies.
This agreement shall continue In effect until complMon of the contracted taaK or termination by
the property owner.
Date: ?13 d
Agents Name, Addres & Telephone; Signature of Ownega):
Troy Beasley /Withers & R enel, Inc, /(name)
7040 Wdahtsville Ayenue._auite_101
Wilmington. NC 284()
(name)
Tel [phone]
4e n D U C,,olIunty, North Carolina
-'-i a Notary Public of the County and state aforesaid, certify that
n-'xaur ce 5 ?,nma r ,1?; personally appeared before me this day and acknowledged the execution
of tl Q fpl regoing instrument. Wttrwas my hand and official seal, this ,(. a day of f b ru <<?`
20 ccJJ
(Offlcial seat of stamp) - '
Notary Public
-commission expires , • o? y , 20 0 0
7 •A (Qti7'ON AVIE-H 9001 'El 'gad
?OF WATF9Q Michael F. Easley, Governor
\p C William G. Ross, Jr., Secretary
7 North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
,092 Division of Water Quality
January 31, 2006
Mr. Maurice Emmart, Jr., Managing Member
Emmart Holdings, LLC
99 Aqua Vista Drive
Wilmington, NC 28409
Subject: Stormwater Permit No. 5W8 060120
Saylor's Watch
High Density Project
New Hanover County
Dear Mr. Emmart:
The Wilmington Regional Office received a complete Stormwater Management Permit
Application for Saylor's Watch on January 25, 2006. Staff review of the plans and
specifications has determined that the project, as proposed, will comply with the Stormwater
Regulations set forth in Title 15A NCAC 2H.1000. We are forwarding Permit No. SW8 060120
dated January 31, 2006, for the construction of the subject project.
This permit shall be effective from the date of issuance until January 31, 2016, and shall be
subject to the conditions and limitations as specified therein. Please pay special attention to
the Operation and Maintenance requirements in this permit. Failure to establish an adequate
system for operation and maintenance of the stormwater management system will result in
future compliance problems.
If any parts, requirements, or limitations contained in this permit are unacceptable, you have
the right to request an adjudicatory hearing upon written request within sixty (60) days
following receipt of this permit. This request must be in the form of a written petition,
conforming to Chapter 150B of the North Carolina General Statutes, and filed with the Office of
Administrative Hearings, P.O. Drawer 27447, Raleigh, NC 27611-7447. Unless such demands
are made this permit shall be final and binding.
If you have any questions, or need additional information concerning this matter, please
contact Linda Lewis, or me at [phone].
Sinc rely,
T-)V
Edward Beck
Regional Supervisor
Surface Water Protection Section
ENB/arl: S:\WQS\STORMWAT\PERMIT\060120.jan06
cc: Garry Pape, P.E., Withers & Ravenel
Tony Roberts, New Hanover County Building Inspections
City of Wilmington Development Services
Beth E. Wetherill, New Hanover County Engineering
Linda Lewis
Wilmington Regional Office
Central Files
North Carolina Division of Water Quality 127 Cardinal Drive Extension Phone [phone] Customer Service 1 -877-623-6748
Wilmington Regional Office Wilmington, NC 28405-3845 FAX [phone] Internet: h2o.enr.state.nc,us One
NorthCarofiin..l
An Equal Opportunity/Affirmative Action Employer- 50% Recycled/10% Post Consumer Paper Naturally
State Stormwater Management Systems
Permit No. SW8 060120
6. The following design criteria have been provided in the wet detention pond and
must be maintained at design condition:
a. Drainage Area, acres:
Onsite, ft :
Offsite, ft2:
b. Total Impervious Surfaces, ft2:
C. Design Storm, inches:
d. Pond Depth, feet:
e. TSS removal efficiency:
f. Permanent Pool Elevation, FMSL:
g. Permanent Pool Surface Area, ft2:
h. Permitted Storage Volume, ft3:
i. Temporary Storage Elevation, FMSL:
j. Controlling Orifice:
k. Permitted Forebay Volume; ft3:.
1. Receiving Stream/River Basin:
M. Stream Index Number:
n. Classification of Water Body:
II. SCHEDULE OF COMPLIANCE
10.02
340,940
0
154,016
1
5.5
90%
23.50
10,464
12,977
24.60
1.5"0 pipe
3,833
UT Mott Creek / Cape Fear
CPF17 18-82
"C Sw"
1. The stormwater management system shall be constructed in its entirety,
vegetated and operational for its intended use prior to the construction of any
built-upon surface.
2. During construction, erosion shall be kept to a minimum and any eroded areas of
the system will be repaired immediately.
3. The permittee shall at all times provide the operation and maintenance
necessary to assure the permitted stormwater system functions at optimum
efficiency. The approved Operation and Maintenance Plan must be followed in
its entirety and maintenance must occur at the scheduled intervals including, but
not limited to:
a. Semiannual scheduled inspections (every 6 months).
b. Sediment removal.
C. Mowing and revegetation of slopes and the vegetated filter.
d. Immediate repair of eroded areas.
e. Maintenance of all slopes in accordance with approved plans and
specifications.
f. Debris removal and unclogging of outlet structure, orifice device, flow
spreader, catch basins and piping.
g. Access to the outlet structure must be available at all times.
Page 3 of 7
State Stormwater Management Systems
Permit No. SW8 060120
13. The Director may notify the permittee when the permitted site does not meet one
or more of the minimum requirements of the permit. Within the time frame
specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee
shall provide copies of revised plans and certification in writing to the Director
that the changes have been made.
III. GENERAL CONDITIONS
1. This permit is not transferable except after notice to and approval by the Director.
In the event of a change of ownership, or a name change, the permittee must
submit a formal permit transfer request to the Division of Water Quality,
accompanied by a completed name/ownership change form, documentation
from the parties involved, and other supporting materials as may be appropriate.
The approval of this request will be considered on its merits and may or may not
be approved. The permittee is responsible for compliance with all permit
conditions until such time as the Division approves the transfer request.
2. Failure to abide by the conditions and limitations contained in this permit may
.subject the Permittee to enforcement action by the Division of Water Quality, in
accordance with North Carolina General Statute 143-215.6A to 143-215.6C.
3. The issuance of this permit does not preclude the Permittee from complying with
any and all statutes, rules, regulations, or ordinances, which may be imposed by
other government agencies (local, state, and federal) having jurisdiction.
4. In the event that the facilities fail to perform satisfactorily, including the creation
of nuisance conditions, the Permittee shall take immediate corrective action,
including those as may be required by this Division, such as the construction of
additional or replacement stormwater management systems.
5. The permittee grants DENR Staff permission to enter the property during normal
business hours for the purpose of inspecting all components of the permitted
stormwater management facility.
6. The permit may be modified, revoked and reissued or terminated for cause. The
filing of a request for a permit modification, revocation and reissuance or
termination does not stay any permit condition.
7. Unless specified elsewhere, permanent seeding requirements for the stormwater
control must follow the guidelines established in the North Carolina Erosion and
Sediment Control Planning and Design Manual.
8. Approved plans and specifications for this project are incorporated by reference
and are enforceable parts of the permit.
9. The permittee shall notify the Division any name, ownership or mailing address
changes within 30 days.
Permit issued this the 31 st day of January 2006.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
for Alan vv. Klimek; N.E., Director
Division of Water Quality
By Authority of the Environmental Management Commission
Page 5 of 7
State Stormwater Management Systems
Permit No. SW8 060120
Certification Requirements:
1. The drainage area to the system contains approximately the permitted
acreage.
2. The drainage area to the system contains no more than the permitted
amount of built-upon area.
3. All the built-upon area associated with the project is graded such that the
runoff drains to the system.
4. All roof drains are located such that the runoff is directed into the system.
5. The outlet/bypass structure elevations are per the approved plan.
6. The outlet structure is located per the approved plans.
7. Trash rack is provided on the outlet/bypass structure.
8. All slopes are grassed with permanent vegetation.
9. Vegetated slopes are no steeper than 3:1..
10. The inlets are located per the approved plans and do not cause short-
circuiting of the system.
11: The permitted amounts of surface area and/or volume have been
provided.
12. Required drawdown devices are correctly sized per the approved plans.
13. All required design depths are provided.
14. All required parts of the system are provided, such as a vegetated shelf,
and a forebay.
15. The required system dimensions are provided per the approved plans.
cc: NCDENR-DWQ Regional Office
Tony Roberts, New Hanover County Building Inspections
Page 7 of 7
3. Specify the type of project (check one):
Low Density X. High Density Redevelop General Permit Other
4. Additional Project Requirements (check applicable blanks):
CAMA Major X Sedirnentation/Erosion Control 404/401 Permit NPDCS Stormwater
Information on required state permits can be obtained by contacting the Customer Service Center at
1-877-623-6748
III. PROJECT INFORMATION
1. In the space provided below, summarize how stormwater will be treated. Also attach a detailed narrative
(one to two pages) describing Stormwater management for the project.
Storm water will be treated by a proposed wet pond
2.
3.
4.
5.
6.
Stormwater runoff from this project drains to the Cape Fear
Total Project Area: 10.02 acres.
Project Built Upon Area: 35.3 %.
How many drainage areas does the project have? 1
Complete the following information for each drainage area. If there are more than two drainage areas in the
project, attach and additional sheet with the information for each area provided in the same format as below.
River Basin.
Basin Information Drainage Area 1 Drainage Area 2
-Receiving Stream Name Unnamed Trib to Mott Creek
Receiving Stream Class C, STV
Drainage Area . 340,940 sf - 7.83 ac
Existing Im ervious*Area -0-
Proposed Im ervious* Area 154,016 sf - 3.54 ac
% Im ervious* Area Total 45.18% .
.-Impervious* Surface Area Drainage Area 1 Drainage Area 2
On-Site Buildings 54,400 sf
On-Site Streets
On-Site Parkin Pavement 71,268 sf
On-Site Sidewalks 14,916 sf
Other On-Site
Off-Site Access Drive 13,432
Total: 154,016,sf- 3.54 ac
*Impervious area is defined as the built upon area including but not limited to, buildings, roads, parking areas,
sideivalks, gravel areas, etc.
Form SWU-101 Version 3.99 Page 2 of 4
VI. SUBMITTAL REQUIREMENTS
Only complete application packages will be accepted and reviewed by the Division of Water Quality (DWQ). A
complete package includes all of the items listed below. The complete application package should be submitted to
the appropriate DWQ Regional Office.
Please indicate that you have provided the following required information by initialing in the space provided
next to each item.
• Original and one copy of the Stormwater Management Permit Application Form
• One copy of the applicable Supplement Form(s) for each BMP
• Permit application processing fee of $4-20-(payable to NCDENR) trXptzst,
• Detailed narrative description of storawater treatment/management
• Two copies of plans and specifications, including:
- Development/ Project name
- Engineer and firm
-Legend
- North arrow
- Scale
- Revision number & date
- Mean high water line
- Dimensioned property/project boundary
- Location map with named streets or NCSR numbers
- Original contours, proposed contours, spot elevations, finished floor elevations
- Details of roads, drainage features, collection systems, and stormwater control measures
- Wetlands delineated, or a note on plans that none exist
- Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations .
- Drainage areas delineated
- Vegetated buffers (where required)
VH. AGENT AUTHORIZATION
If you wish to designate authority to another individual or firm so that they may provide information on your
behalf, please complete this section.
Designated agent (individual or firm):
W ' ? 6r S ,- 14 ft Aid ?ae-
Mailing Address: 5 u e-1o)
City Wilmington State: NC
Zip: Z Sr fy 3
Phone: cll o- 2,56- `12-++ Fax: q 10- Zs&- Zsz*
VIII. APPLICANT'S CERTITICATION
1, (print or type name of person listed in General Information, Item 2) Maurice Emmarta Sr.
certify that the information included on this pen-nit application form is, to the best of my knowledge, correct and
that the project will be constructed in conformance with the approved plans, that the required deed restrictions and
protective covenants will be recorded, and that the proposed project complies with the requirements of 15A
NCAC 2H.1000.
Signature: Date: f :L 0
Form SWU-101 Version 3.99 Page it of 4
II. REQUIRED ITEMS CHECKLIST
The following checklist outlines design requirements per the Stormwater Best Management Practices Manual
Department of Environment, Health and Natural Resources, February 1999) and Administrative Code Section: 1.5
NCAC 2H. 1008.
Initial in the space provided to indicate the following design requirements have been met and supporting documentat;,•
attached. If the applicant has designated an agent in the Stormwater Management Permit Application Form, the agent rr?a
initial below. If a requirement eras not been met, attach justification.
Appl'cants itials
a. The permanent pool depth is between 3 and 6 feet (required minimum of 3 feet).
b. The forebay volume is approximately equal to, 20% of the basin volume.
:Q c. The temporary pool controls runoff from the design storm event.
d. The temporary pool draws down in 2 to 5 days.
e. If required, a 30-foot vegetative filter is provided at the outlet (include non-erosive flow calculati„o::

£ The basin length to width *ratio is greater than 3: 1.
g. The basin side slopes above the pennanent pool are no steeper than 3: 1.

h. A submerged and vegetated perimeter shelf with a slope of 6:1 or less (show detail).
i. Vegetative cover above the permanent pool elevation is specified.
NP verflow and orifice
d f
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k. A recorded drainage easement is provided for each basin including access to nearest right-of-wal .
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If the basin is used for sediment and erosion control during construction, c
specified prior to use as a wet detention basin.
in. A mechanism is specified which will drain the basin for maintenance or an emergency.
III. WET DETENTION BASIN OPERATION AND MAINTENANCE AGREEMENT
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vege:t<,sed
filter if one is provided.
This system (check one) O does 0 does not incorporate a vegetated filter at the outlet.
This system (check one) 0 does "A does not incorporate pretreatment other than a forebay.
Form SWU-102 Rev 3.99 Page 2 of4
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: Maurice Emmart
v
Title: Managing Plaftrlm- Mozmb Per
Address: 99 Aqua Vista Dr., Wilmington NC 23409
Phone:
910-794-2204
Date: Z ?L /at
1
Signature:
Note: The legally responsible party should not be a homeowners association unless more than 50% of the lots
have been sold and a resident of the subdivision has been named the president.
I,/a Notary Public for the State of
County of f/llt0'?' do hereby certify that /11t?'dP1u'?/
personally appeared before me this ?L'2,day of and acknowledge the due
execution of the-forgoing wet detention basin maintenance. requirements. Witness my hand and official seal,
+ TOMIKAY.STORMS .
Official Seal
Notary Public- North Carolina
" New Hanover County
~ M Comm. Expires Feb. 1, 2010
SEAL
My commission expires 'Pe16
Form SWU-102 Rev 3.99 Page 4 of 4
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S 'rA TE OF orth Carolina
COUNTY
I, 77/?.? a Notary Public of the State of North Carolina, A&tJ Ti??
County, hereby certify that owner personally appeared before me this day and executed
by above certification.
IJA6m
Witness my hand and notorial seal, this /7/- day of
Notary Pu
TOMIKA Y. STORMS
•' Official Seal
Notary Public - North Carolina
New Hanover County
My Comm. Expires Feb. 1, 2010
My commission expires: ??? ?®l?
DEVELOPMENT DATA:
TOTAL TRACT AREA - 10.02 AC.
MINUS CLASS IV SOILS -
(NOT APPLICABLE)
MINUS NATURAL WATER FEATURES -
(NOT APPLICABLE)
TOTAL DEVELOPMENT AREA -
HIGH-DENSITY RESIDENTIAL DENSITY
@ 10.2 UNITS/AC. (R-15) _
TOTAL UNITS PERMITTED - 102
** 82 UNITS PROPOSED **

10.02 AC.t

IMPROVED RECREATIONAL LANDS - 157 X 10.02 AC. = 65,470 S.F.
** AREA PROV'D. - 99,406 S. F. **
BUILDING COVERAGE - 54,400 S.F. = 12.57
BUILDING HEIGHT - TWO-STORY / MAX. 25'
BUILDING AREA -
44 - 3 BR UNITS ® 1360 S.F.
38 - 2 BR UNI TS @ 1216 S. F.
TOTAL - 106,048 S. F.
PARKING - ® 2 SP. /UNIT = 164 SPACES REQ'D. f 3 (? 7 1 Z
** 200 SPACES PROV'D. **
IMPERVIOUS SURFACES.
ROOFTOPS - 54,400 S .F. dVJ ' "Z-5-
WALKS - 14,916 S. F. Q03q
PARKING LOT - 71,268 S.F. 10,3
ACCESS DRIVE - 13,432 S. F. C o3 I
TOTAL - 154,016 .37)
** 64.77 OPEN SPACE **
GENERAL NO
1. NEW r31 V R CO. PARCEL NO.: -
34(06) - 48 - 8849, 3134(06) - 48 - 8711
134(06) - 48 - 3944
2. TOTAL
3. ZONING: R-15 & B-2(CB)
4. LAND CLASSIFICATION: DEVELOPED
5. THIS PROPERTY IS NOT WITHIN A SPECIAL FLOOD ZONE AS
DETERMINED BY THE FEMA MAPS
NOTE:
ALL DESIGN AND CONSTUCTION SHALL BE IN CONFORMANCE
WITH THE CITY OF WILMINGTON LAND DEVELOPMENT CODE
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~ CUL VER T STl CONSTR UCTION SE UENC~ Q SEQUENCE
~ ~o i ~ i
o 1. Install temporary sediment traps, level spreaders, and ,,,6 ~ INSET 1 readers, and ~ 1 ~ 1 ~ i ~
o silt fencing adjacent to stream crossing. Traps and lev raps and level 1 1 ' ~ N 1 i ~
SCALE.' 1 = 4~ s readers must be outside of 50' ri arian buffer. ~ P P puffer. \ ~ N
r~ ~ 2. Rough grade and establish site outside riparian buffe I \ / ~ iparian buffer. \ i
~ o o0 l I \ i i s
° ~ ' ; C~ 3. Install cofferdam upstream of crossing, install rock nstall rock I I \ 1 ~ o / U I I / ~f
check dam downstream of crossing. Water must be SITE gg pumped from in front of the cofferdam to the rock must be 1 0 ~ ~ I I 1 Z ~ /i Z the rock ~ ~ o
ARCHER o check dam, while the pipe is being installed. Installatioi I 1 5 ~ Installation I I ~ \ / Z
0o LODGE ~ ~1 X33 9 must be completed in one day. I 1 1 i I I ~ \ ~ „a
. I''' ' • ~ 1 4. When pipe installation is complete, convert rock chec I ~ s. / / N Z rt rock check I I I 55 <<~ / o
l ~3s os ~ 9 dam to appropriately sized energy dissipater on outlet o on outlet of / I 1 ~ ~ / ~
,w ' ! 135 ~r`' pipe, then remove cofferdam. soh i 1 ~ u" d I ~ ~ 5 I
~ ',FLOWERS JORDAN ~M„9 ssl 5. Ensure that silt fencin has been installed down slo o ~ 3 1 ~
^~o~ ~ from all disturbed area inside the buffer, ~d down sl e ~ 6\ / I . oP a ~ 1 5 1 l S 6 ~ \ I 1 + _ I I
4 9 TO CLAYTON \ ~ as o / \ \ I
~ ~ ~~„9 6, Finally, seed and mulch slopes and all disturbed arec ND isturbed areas. / I I / / / I
~C~ / ~/S T i V l \ Boa 1 ~
F / ~ / ~ I ~ A / / 1 53 I 1 0 1 i I I x
'~i~ A1V F~ ~ / i I 5"~ i /
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\ ~ ~ 3i / LEVEL SPREADER TABLE
25 1 i ~ l ` / ~ ~ /
~ 1 x ~ ~ ~ / 1 1 LEVEL LEFT DIMENSIONS ~ SPREADER STATION
1 2 ~ ~ ~ ` ~ , - ~ ~ STREET ~ OR ENTRANCE END DEPTH LENGTH
x ~ ~ / ~ ~ # RIGHT WIDTH WIDTH
1 HUNTER LANE 24+25 L f0' 0.5' 3' 25'
1 I 2a o ~ / 1 `~~~~i 2 HUNTER LANE 24+25 R 10" 0.5' 3' 25' Z O
Tgp,Y 3 HUNTER 1ANE 25+25 L 10" 0.5' 3' S0' i~
1 I ~ \ TEMPORARY SEDIMENT TRAP TABLE 4 HUNTER LANE 25+25 R 10' 0.5' 3' 25' a
1 ~ 1 I 1 i ~ ~ 5 ~ ~
~ I I \ ~ 5A ~ ~ \ TRAP 27 ~ 2 LEFT TR,4P DIMENSIONS HUNTER LANE 50+5o L 10 0.5 3' 3o W TRAP STATION 6 STREET A 25+15 R 10' 0. '
i ~ g I I \ ~ i STREET ~ OR WEIR 5 3 75 # RIGHT FT FT FT LENGTH
~ I ~ - I LEGEND
1 ~ 1 i HUNTER LANE z4+25 L 12.9 25.8 2 4
' ~i 6 \ ,i I 2 1 \ 6A 2 ~ 1 CHECK DAM ~ s 2 HUNTER LANE 24+25 R 12.9 25.8 2 4 INLET TABLE 3 HUNTER LANE 2s+25 L 24.7 49.5 2 8
~ \ / I \ \ 4 4 HUNTER 1ANE 2a+25 R 14.5 29.0 3 4 INLET TYPE STREET TOC INV INV n~
\ \ ~ / INLET PROTECTION \ / 5 5 STREET A a+as 15.7 51.3 2 8 ELEV. 1N OUT BUFFALO CRK
\ ~ ~ / 6 DESIGN 6 HUNTER LANE .~+25 L 30.4 60.9 2 8 A FES HUNTER LANE ?4+77 (34.3'R) 247.0
\ ~ TEMPORARY DIVERSION 7 HUNTER LANE 50+50 L 19.9 39.8 2 4 DCA
\ ~ Q FES HUNTER tANE 24+77 (43.o'L) 245.0 DRAwN 8 HUNTER LANE 44+so L 23.2 46.3 2 6 C FES HUNTER LANE 34+25 (23.6'R) 257,0 DAS LS
\ PERMANENT DIVERSION 8 ~PD~ \ CHECKED
~ EROSION CONTROL D1TCH LINER: SILT FENCE Pl PE DETAIL TABLE D FES HUNTER LANE 34+25 (32.4'L) 255. D DCA
1 STREET.• LEFT STATION RIGHT STATION CONSTRUCTION LIMITS OUTLET PROTECTION E FES HUNTER LANE 44+60 (23.9'R) 233.5 HORIZONTAL. SCALE
\ CULVERT O ~ HUNTER LANE 19+50 - 24+00 19+50 - 24+00 TEMPORARY LINER STREET I LENGTH DIA PIPE END SLOPE 1 " = 100' STREET FROM TO TYPE STONE F FES HUNTER LANE 44+60 (23.9'L) 233.0
0 b _ (FT) (1N) TREATMENT (q) vERrICAL cALE (FT) (FT) (FT CL4SS N A
R ~ ' HUNTER LANE 26+00 28+50 PERMANENT LINER TEMPORARY SEDIMENT TRAP \ ^ P . ~ ST 1 HUNTER LANE • INTER LANE A B 80,0 42 RCP FES 0 Both Ends 2.50 28 18 2 8 DATE
1 n11 NflNTFR IdNF 9R~.!)!) - ;t1a5l1 9R~.5fl - .37~-5(l TFdfPt7RARY IINFR
X ST 2 HUNTER LANE INTER LANE 8 C 56.0 24 RCP FU 0 Both Ends J.57 20 12 2 8 GRAPHIC SCALE 1 15 Ub
R - ' HUNTER LANE 40+00 44+50 40+00 44+50 TEMPORARY LINER P - P P INTER CANE D E 48.0 18 RCP FES 0 Both Ends 1.04 9 6 2 8 JOB NO.
HUNTER LANE 45+00 - 49+00 TEMPORARY LINER STRAW MULCH SECURED ST 3 HUNTER LANE W NETTING STREET A 0+00 - J+00 0+00 - 3+00 TEMPORARY LINER 100 0 50 100 200 p~- ~a b?J aoo DCA
**NOTES** '*NOTES** 1. PIPE LENGTH INCLUDES PIPE END TREATEMENT SHEET
STREET A OUTFALL PERMANENT LINER PERMANENT DITCH LINER \ \ 2. SEE EROSION CONTROL DETAIL SHEET FOR 2
HUNTER LN. OUTFALL PERMANENT LINER SPECS ON INLET PROTECTION ( IN FEET) OF
1 inch = 100 ft. 8