20031191 Ver 1_COMPLETE FILE_20030925

W AT FR
J`I?QG
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
Division of Water Quality
December 18, 2003
Raintree Developer, LLC
Route 5, Box 140-C
Littleton, NC 27850
SUBJECT: APPROVAL of 401 Water Quality Certification with Additional Conditions
Raintree Developer, LLC
DWQ # 03-1191
Warrren County
Dear Sirs:
You have our approval, in accordance with the attached conditions (WQC # 3404) and the
conditions listed below, to install and to place fill into 145 feet of stream for the purpose of installation of a
road crossing as you described in your application dated September 25, 2003 and your response to
additional information , receive dated October 24, 2003.. After reviewing your application, we have
decided that this fill is covered by General Water Quality Certification Number 3404, which may be viewed
on your website at hqp://h2o.enr.state.nc.us/ncwetlands. This certification allows you to use Nation wide
Permit Number 14 when the Corps of Engineers issues it. In addition, you should get any other federal,
state or local permits before you go ahead with your project including (but not limited to) Erosion and
Sedimentation Control, Coastal Stormwater, Non-Discharge and Water Supply Watershed regulations.
This approval (authorization for impacts) will expire when the accompanying 404 permit or CAMA
permit expires unless otherwise specified in the General Certification.
This approval is only valid for the purposes and designs that you described in your application
except as modified below. If you change your project, you must notify the Wetlands/401 Unit of the
Division of Water Quality in writing and you may be required to submit a new application for a new
Certification. If the property is sold, the new owner must be given a copy of the Certification and
approval letter and is thereby responsible for complying with all conditions. If total wetland fill1impacts
for this project (now or in the future) exceed one acre, or 150 feet of stream, compensatory mitigation
may be required as described in 15A NCAC 2H.0506. For this approval to be valid, you must follow
the conditions listed in the attached Certifications and the additional conditions listed below:
1. Upon the completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the application is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality, 1650
Mail Service Center, Raleigh, NC 27699-1650.
2. 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 delegate local erosion and sedimentation control program, an NPDES
"'r
0651
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (bttp://h2o.enr.state.nc.us/ncwetlands
Raintree Subdivision.
DWQ 03-1191
Page 2 of 3
General stormwater permit (NCGO10000), administered by DWQ is automatically issued to the project.
This General Permit allows stormwater to be discharged during land disturbing construction activities as
stipulated by conditions in the permit. If your project is covered by this permit [applicable to
construction projects that disturb one (1) or more acres], full compliance with permit conditions
including the sedimentation control plan, self-monitoring, record keeping and reporting requirements are
required. A copy of this permit and monitoring report forms may be found at
http://h2o. enr. state. nc. us/sulHot_Topics. htm#10-30-2001.
3. Erosion and Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications governing the
proper design, installation, and operations and maintenance of such Best Management Practices:
a. The erosion and sediment control measures for the project must be design, installed, operated, and
maintained in accordance with the most recent version of the North Carolina Erosion and Sediment
Control Manual.
b. The design, installation, operation, and maintenance of the erosion and sedimentation control
measures must be such that they equal, or exceed, the requirements specified in the most recent
version of the North Carolina Erosion and Sediment Control Manual. The devices shall be
maintained on all construction sites, borrow sites, and waste (spoil) projects, including contractor-
owned or leased borrow pits associated with the project.
c. If land disturbance amounts are below the thresholds, where a Division of Land Resource (DLR) or
a DLR delegate program approved Erosion and Sedimentation Control Plan is not required, then
measures and control practices must be installed such that sedimentation to waters is prevented.
4. No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, streams or
riparian areas beyond the footprint of the impacts depicted in the Preconstruction Notice
Application. All construction activities, including the design, installation, operation, and
maintenance of sediment and erosion control Best Management Practices, shall be
performed so that no violations of state water quality standards, statutes, or rules occur.
5. On September 8, 2003, the Raleigh Regional Office of the Division of Water Quality
issued a Notice of Violation for an unauthorized road crossing and 750 feet of stream
impacts from sedimentation. Accordingly, monthly monitoring of the stream, beyond
the requirements set forth above, are required as conditions of this certification.
a. Stream monitoring must occur at 3 locations: 1) upslope from the CP&L
Transmission Line, 2) upslope from Lot 10, and 3) along the Northern edge Lot
10.
.f
Raintree Subdivision.
DWQ 03-1191
Page 3 of 3
b. For each location, monthly records of the amounts (depth) of sediment in the
stream, corresponding digital photographs, and a monthly written account
detailing your efforts to prevent sedimentation to surface waters must be
collected.
c. If observations of sedimentation impacts beyond what is observed from the
upstream reach (upslope from the CP&L Transmission Line) are confirmed form
your monitoring, you must immediate call the Raleigh Regional Office of the
Division of Water Quality at (919)- 571-4700 (attention: Joe Albiston), in order to
discuss restoration requirements.
d. These records must be maintained for a period of 3 years and mailed to Raleigh
Regional Office [3800 Barrett Driver, Raleigh, NC 27609] for review by June 1
of each year.
If you do not accept any of the conditions of this Certification, you may ask for an adjudicatory
hearing. You must act within 60 days from the date of receipt of this letter. To request a hearing, send a
written petition that conforms to Chapter 150B of the North Carolina General Statutes to the Office of
Administrative Hearings, PO Box 27447, Raleigh, NC 27611-7447. This Certification and its
conditions are final and binding unless you request a hearing.
This letter completes the review of DWQ Project # 03-1191 by the Division of Water Quality
under Section 401 of the Clean Water Act. If you wish to review any of the Water Quality Regulations
mentioned here, you can download a copy through the 401/Wetlands Unit web site at
htti)://h2o.enr.state.nc.us/ncwetlands. If you have any questions, please contact Danny Smith at 919-
733-9716 or Ms. Noelle Lutheran at [phone].
jnS ' cerely,
Klimek
e tor, Division of ater Quality
Attachments: GC # 3404 (March 2003), COC
/ds
cc: Raleigh Regional Office
Danny Smith - Wetlands 401 Certification
File Copy
Central Files
US Army Corps of Engineers, Raleigh Field Office
A
e
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
Certified Mail September 8, 2003
Return Receipt Requested
Raintree Developers, LLC
Raintree Subdivision
Route 5 Box 140-C
Littleton, NC 27850
ATTN: John Williams
Subject: Notice of Violation
Notice of Recommendation for Enforcement
Compliance Evaluation Inspection
Raintree Subdivision
Stream Standards, NCG010000 Stormwater Permit conditions
401 Water Quality Certification
Warren County
North Carolina
Dear Mr. Williams:
On, August 25, 2003, Joe Albiston of the Regional Office of the Division of Water
Quality inspected the tract known as Raintree Subdivision in Warren County North Carolina.
During the site visit, the investigator took photographs, measurements, and made observations of
the respective stream impacts along an unnamed tributary to Little Stonehouse Creek arm of
Gaston Lake, Class WS-V, B in the Roanoke River Basin. The inspection revealed that the
sediment runoff from construction activities had resulted in approximately 750 linear feet of
stream channel impacts. The inspector noted sediment was being conveyed to waters, short
circuiting sediment controls, and was depositing up to 6 inches of sediment down stream below a
road crossing. As a result of the above-mentioned inspection and a DWQ file review, the
following violations are noted: 1) Failure to secure a 401 Water Quality Certification, 2)
Removal of best usage and 3) Failure to follow several sections of the General Stormwater
Permit NCGO10000.
Item 1. 401 Water Quality Certification
The DWQ August 25, 2003 site visit and file review confirmed that approximately 75
feet of stream had been impacted from a road crossing prior to the proper securing of a
Nationwide Permit from the US Army Corps of Engineers. A file review indicates that the U.S.
Army Corps of Engineers (COE) has not authorized use of a Nation Wide Permit for these
activities or has notification been provided to the Corps of Engineers for these activities. The
review confirmed that no Pre-construction Notification had been received by the Division of
Water Quality for this project and no 401 Water Quality Certification has been issued, nor are
these activities covered by a General 401 Water Quality Certification. A 401 Water Quality
Certification is required for the above-mentioned impacts pursuant to 15A NCAC 2H .0500.
Raleigh Regional Office 1628 Mail Service Center phone [phone] Customer Service
Water Quality Section Raleigh, NC 27699-1628 facsimile [phone] 1-800-623-77480

Raintree Development, LLC Page 2 of 3
r September 5, 2003
Item 2. Preclusion of Best Usage
A DWQ site visit and file review confirmed that approximately 750 linear feet of stream
impacts occurred along an unnamed tributary to Little Stonehouse Creek arm of Gaston Lake.
These impacts to waters also represent a removal of best usage, a stream standard violation.
Specifically, 15A NCAC 2B .0211 (2) states that the preclusion of best usage, which include
aquatic life propagation, biological integrity, wildlife, and secondary recreation, and agriculture
represent a water quality standard violation.
Item 3. General Stormwater Permit NCGO10000
Upon the approval of the Sedimentation and Erosion Control Plan, issued by Division of
Land Resources on July 10, 2003, an NPDES General stormwater permit (NCGO10000),
administered by DWQ was issued. This General Permit allowed stormwater to be discharged
during land disturbing activities as stipulated by conditions in the permit.
Specific findings during the inspection were as follows:
Part I Section A. states that the approved Erosion and Sedimentation Control Plan is
considered a requirement or condition of this permit. Deviation from the approved plan,
or approved amendment to the plan, shall constitute a violation of this permit, except as
noted in the permit. Some of the required sediment control devices have not been installed as
per the approved erosion and sediment control plan.
Part I. Section B.1. requires that all erosion and sediment control facilities be inspected by
or under the direction of the permittee at least once every seven calendar days, and within
24 hours after any storm event of greater than 0.5 inches of rain per 24 hour period. A
rain gauge shall also be maintained on the site and a record of the rainfall amounts and
dates shall be kept by the permittee. These records could not be produced during the
inspection, and the rain gauge was not on the site.
Part I. Section B.2. requires that once land disturbance has begun onsite, stormwater
discharges shall be inspected by observation for stormwater discharge characteristics at a
frequency prescribed in Section B.1. of the permit. If any visible sedimentation is leaving
the disturbed limits of the site, corrective action shall be immediately taken to control the
discharge of sediments outside the disturbed limits. These records could not be produced
during the inspection.
Part I Section C.2. requires the permittee to provide the necessary operation and
maintenance to ensure the stormwater controls operate at optimum efficiency. The
temporary sediment and erosion control facilities were not maintained as required in the plan.
Part II. Section B. 2. requires the permittee to take all reasonable steps to minimize or
prevent any discharge in violation of this permit which has a reasonable likelihood of
adversely affecting the environment.
Raintree Development, LLC
September 5, 2003
Page 2 of 3
Section E.3.of the General Stormwater Permit for Construction Activities requires the
permittee to notify the Division orally within 24 hours of first knowledge of noncompliance,
and to submit a written report within 5 days of same. This Office was not notified by phone
or by mail of any non-compliance on the site.
Please provide this Office a copy of all weekly inspections and inspections subsequent to
rain event greater than 0.5 inches and rain gauge data. Also, please provide inspection
information that was recorded with respect to measures taken to clean up sediment that has left
the disturbed limits of the site. Failure to provide these documents or lack of documentation will
constitute additional violations.
This Office requires that violations, as detailed above, be abated immediately. Also
please note, these violations and any future violations are subject to civil penalty assessment of
up to $25,000.00 per day for each violation. This Office requests that you respond to this letter,
in writing, within 20 days of receipt of this Notice. Your response should address the following
items:
- You should plan to restore the stream and riparian areas. This will require you to develop a
restoration plan for the streams and riparian zone (streamside areas). It is required that you
contact the Division Land Resources, Raleigh Regional Office.
A Restoration Plan for the removal of sediment in the stream and riparian zone impacts
should be submitted to the Division of Water Quality, Raleigh Regional Office for our
review.
We ask you to give your immediate attention to this matter and that you address each
item note in the above-mentioned request. This Office is planning to send a recommendation for
enforcement to the Director of the Division of Water Quality regarding these issues and any
future/continued violations that may be encountered. Your response to this correspondence will
be considered in this process. If you have questions concerning this matter, or if this office can
be of assistance, please contact Joe Albiston at [phone].
Sincerely,
Ken Schuster
WQ Regional Supervisor
cc: RRO - Water Quality - Joe Albiston
RRO - Division of Land Resources - John Holley
Central Files
61i? W A roc Michael F. Easley, Governor
`O? Q? William G. Ross Jr., Secretary
? y North Carolina Department of Environment and Natural Resources
> r'
d __ .,.....Y
Alan Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
October 1, 2003
DWQ # 03-1191
Warren County
CERTIFIED MAIL - RETURN RECEIPT REQUESTED
Raintree Developer, LLC
Route 5, Box 140-C
Littleton, NC 27850
Subject Property: Raintree Subdivision
To Whom It May Concern:
On September 25, 2003 the Division of Water Quality (DWQ) was notified by receipt of your application
regarding your plan to fill wetlands or waters for the purpose of providing a road crossing for a residential
subdivision in Warren County. Approval from DWQ is required to disturb these areas. Please provide 7 copies
of the following information and refer to the DWQ # listed above in your reply. Please show these on maps of
suitable scale (for instance 1" = 100 feet) so we can begin to determine your projects' compliance with 15A
NCAC 2H.0500.
1. The "small run" (stream) located on the site plan does not appear to have been surveyed. The stream
deeds to be field located, surveyed and overlayed on your site plan to accurately determine the extent
of impacts.
2. This office recommends that you contact the U.S. Army Corps of Engineers to confirm the presence
of all jurisdictional water subject to Section 404 & 401 of the Clean Water Act.
Please telephone Bob Zarzecki at 919-733-9726 if you have any questions or would require copies of our rules or
procedural materials. This project will remain on hold as incomplete in accordance with 15A NCAC 21-1.0505(c).
The processing time for this application will begin when this information is received. If we do not hear from you
by writing or by fax at [phone] within three (3) weeks we will assume you no longer want to pursue the
project and will consider it withdrawn.
JRD/bs
Sincerely,
n R. Dorney
4I'
Water Quality Cert' ication Program
cc: Raleigh DWQ Regional Office
Raleigh Corps of Engineers
Central Files
File Copy
Jeff Moore, GCM3 Engineering, 3031 Spring Fancy Lane, Indian Trail, NC 28079
0%
3 ?L1EA»l
N. C. Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
[phone] (phone), 919-733-6893 (fax), (httn:1/h2o.enr.state.nc.us/ncwedands)
L.-------- O_.4__ A. 4 017 Cn9 C7A0
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Date:
To: ? ARO
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? MRO
(j RRO
Triage Check List
Project Name: S / D
DWQ#: na -1 r q I
County: t','] A,(ZRK)
Mike Parker
Ken Averitte
Alan Johnson
Steve Mitchell
From: Mitk
? WaRO Tom Steffens
? WiRO Noelle Lutheran
? WSRO Daryl Lamb
Telephone : (919) 7 3 3- (7"
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
'4 Minimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
-Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern D t?,
S'heel ? p
Comments: eve"( 5 tc?t r a-0-k-3 Lq
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Date:
??Trinre Check List
Project Name: JrV_

DWQ#: 03 ((q/
County: _ WCVr-er)
To: ? ARO Mike Parker
? FRO Ken Averitte
? MRO Alan Johnson
RRO Steve Mitchell
From:

Telephone : (919) 33 : S7?S
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
Stream length impacted
Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
fiP h inimization/avoidance issues
? Buffer Rules (Meuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
comments: ATiry{,t,
?' WaRO Tom Steffens
? WiRO Noelle Lutheran
? WSRO Daryl Lamb
w1 OWE a-%- 11•4.0

WETLANDS 1401 GROUP
October 24, 2003 O C T 2 4 2003
Mr. John Domey WATER QUALITY SECTION
N. C. Division of Water Quality
401 Wetlands Certification Unit
2321 Crabtree Boulevard
Raleigh, NC 27604-2260
Re: Raintree Subdivision
DWQ # 03-1191
Warren County
Dear Mr. Dorney:
This submittal is in response to your letter dated October 1, 2003 regarding the
Pre-Construction Notification Form submitted to your office on September 25,
2003 for the above referenced project. We submit seven copies of the
requested information and respond to your comments as follows:
The stream has been surveyed by Bobbitt Surveying and is accurately
depicted on the attached drawings.
2. We have contacted Kevin Yates of the U.S. Army Corps of Engineers
(876-8441). We have scheduled a site visit with Mr. Yates for
November 19, 2003 at 10 AM. The primary purpose of this visit is to
confirm the presence of jurisdictional water subject to the Clean Water
Act.
Please let us know if you need additional information. Thank you for your
time.
Sincerely,
GCM3 Engineering, PLLC
(,eWGn. ?a^vt.e.
Galard C. Moore, III, P.E.
gcm
cc: John E. Williams
3031 Spring Fancy Lane, Indian Trail, North Carolina 28079
Office Use Only: JOB 1 T11 May 2002
USACE Action ID No. DWQ No. I
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
® Section 404 Permit ? Riparian or Watershed Buffer Rules
? Section 10 Permit ? Isolated Wetland Permit from DWQ
® 401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: 14
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required, check here: ?
4. If payment into the North Carolina Wetlands Restoration Program (NCWRP) is proposed for
mitigation of impacts (verify availability with NCWRP prior to submittal of PCN), 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: ?
Bey p i ' a zl ?? (1 ` i i`irP"
II. Applicant Information
1. Owner/Applicant Information SEF' 2 .5 2003
Name: Raintree Develo er LLCM
"6441-11M.1
Mailing Address: Route 5. Box 140-C
Littleton NC 27850
Telephone Number: 252-586-7211 Fax Number: 252-586-7533
E-mail Address: N/A
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: Jeff Moore P.E.
Company Affiliation: GCM3 Engineering
Mailing Address: 3031 Springy Lane
Indian Trail NC 28079
Telephone Number: 704-821-4205 Fax Number: 704-821-4205
E-mail Address:
Page 1 of 8
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: Raintree Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only): ' N/A
3. Property Identification Number (Tax PIN): DB 129, PG 20-21
4. Location
County: Warren Nearest Town: Littleton
Subdivision name (include phase/lot number): Raintree Subdivision
Directions to site (include road numbers, landmarks, etc.): From Littleton, east on NC 903,
North on SR 1365, north on SR 1354.
5. Site coordinates, if available (UTM or Lat/Long): N 991,762, E 2,319,457
(Note - If project is linear, such as a road or utility line, attach a sheet that separately lists the
coordinates for each crossing of a distinct waterbody.)
6. Property size (acres): 65
7. Nearest body of water (stream/river/sound/ocean/lake): Lake Gaston
8. River Basin: Roanoke
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.enr.state.nc.us/admin/maps/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Mostly undeveloped woods with residential land use
Page 2 of 8
10. Describe the overall project in detail, including the type of equipment to be used:
Heavy roadway construction equipment: grader, scraper, bulldozer, paver, etc
11. Explain the purpose of the proposed work: Construct a residential subdivision and
associated roadways.
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.
N/A
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.
N/A
VI. Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts, permanent
and temporary, must be listed herein, and must be clearly identifiable on an accompanying site
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
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.
Page 3 of 8
1. Provide a written description of the proposed impacts: We proposed to install a 36"
Reinforced concrete pipe culvert and associated embankment in an unnamed tributary to Little
Stonehouse Creek arm of Lake Gaston.
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***
N/A

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, fill,
excavation, flooding, ditching/drainage, etc. For dams, separately list impacts due to both structure and flooding.
** 100-Year floodplains are identified through the Federal Emergency Management Agency's (FEMA) Flood Insurance Rate Maps
(FIRM), or FEMA-approved local floodplain maps. Maps are available through the FEMA Map Service Center at 1-800-358-9616, or
online at http://www.fema.gov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.) Indicate if wetland is isolated (determination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: None
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
indicate on ma
Type of Impact* Length of
Impact
linear feet
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
leasespecify)
1 Culvert 145' UT to Little Stonehouse 2' Intermittent

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: culverts and associated rip-rap,
dams (separately list impacts due to both structure and flooding), relocation (include linear feet before and after, and net loss/gain),
stabilization activities (cement wall, rip-rap, crib wall, gabions, etc.), excavation, ditching/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.uses.Qov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 145 LF
Page 4 of 8
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name Waterbody
)
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
5. 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.):
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 stream crossine is critical to nrovidine access to the subdivided vronerties alone the lake.
Impacts were minimized by only crossing the stream at one location. Erosion and sediment
should be minimized by using sediment traps and level spreaders at the corners.
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
Page 5 of 8
freshwater wetlands or greater than or, equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
aquatic resource functions and values by creating, restoring, enhancing, or preserving similar
functions and values, preferable in the same watershed.
If mitigation is required for this project, a copy of the mitigation plan must be attached in order
for USACE or DWQ to consider the application complete for processing. Any application
lacking a required mitigation plan or NCWRP concurrence shall be placed on hold as
incomplete. An applicant may also choose to review the current guidelines for stream restoration
in DWQ's Draft Technical Guide for Stream Work in North Carolina, available at
hl!p://h2o.enr.state.nc.us/ncwetlands/stn-ngide.html.
1. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
Site location is included in attached maps and plans. Affected stream is UT to Little
Stonehouse Creek in the Roanoke River Basin. Restoration is the type of mitigation
Proposed. Current site conditions consists of mostly wooded undeveloped areas. Proposed
Construction method consists of culvert and riprap installation at the stream crossing.
2. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP). Please note it is the applicant's responsibility to contact the NCWRP at
[phone] to determine availability and to request written approval of mitigation prior
to submittal of a PCN. For additional information regarding the application process for the
NCWRP, check the NCWRP website at hllp://h2o.enr.state.nc.us/wry/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
Amount of buffer mitigation requested (square feet):
Amount of Riparian wetland mitigation requested (acres):
Amount of Non-riparian wetland mitigation requested (acres):
Amount of Coastal wetland mitigation requested (acres):
Page 6 of 8
IX. Environmental Documentation (required by DWQ)
Does the project involve an expenditure of public (federal/state) funds or the use of public
(federal/state) land?
Yes. ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (required by DWQ)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs may also be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 2B .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer
mitigation is required calculate the required amount of mitigation by applying the buffer
multipliers.
Zone* s m act
( feet) Multiplier M ti Required
1 3
2 1.5
Total
* Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 7 of 8
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or.0260.
XI. Stormwater (required by DWQ)
Describe impervious acreage (both existing and proposed) versus total acreage on the site.
Discuss stormwater controls proposed in order to protect surface waters and wetlands
downstream from the property.
Existing impervious surface is 0%, proposed impervious surface is 5%
Stormwater controls consist of sediment traps and level spreaders
XH. 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.
N/A
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes ? No ?
Is this an after-the-fact permit application?
Yes .0 No ?
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired
construction dates to allow processing time for these permits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).
`l/14 9-Z57-03
Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 8 of 8
f
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Letter of Authorization
Raintree Developer, LLC authorises Jeff Moore to act as its agent in the application for
the Section 404/401 permits and approvals associated with the minor stream crossing of
an unnamed tributary to Little Stonchouse Creek, Warrcn County, North Carolina.
September 23, 2003
Tlohn B. Williams
Raintree Developers, LLC
Zd Wdbb:60 2002 bZ -daS . 'ON Xdd : WOdd
DWQ# 60` Date. Who Reviewed:
Plan Detail Incomplete
? Please provide a location map for the project.
? Please show all stream impacts including all fill slopes, dissipaters, and bank stabilization on the site plan.
? Please show all wetland impacts including fill slopes on the site plan.
? Please indicate all buffer impacts on the site plan.
? Please indicate proposed lot layout as overlays on the site plan.
? Please indicate the location of the protected buffers as overlays on the site plan.
? Please locate all isolated or non-isolated wetlands, streams and other waters of the State as overlays on the site plan.
? Please provide cross section details showing the provisions for aquatic life passage.
? Please locate any planned sewer lines on the site plan.
? Please provide the location of any proposed stormwater management practices as required by GC
? Please provide detail for the stormwater management practices as required by GC
? Please specify the percent of project imperviousness area based on the estimated built-out conditions.
? Please indicate all stormwater outfalls on the site plan.
? Please indicate the diffuse flow provision measures on the site plan.
? Please indicate whether or not the proposed impacts already been conducted.
Avoidance and/or Minimization Not Provided
? The labeled as on the plans does not appear to be necessary. Please eliminate the or provide additional
information as to why it is necessary for this project.
? This Office believes that the labeled on the plans as can be moved or reconfigured to avoid the impacts to the
Please revise the plans to avoid the impacts.
? This Office believes that the labeled on the plans as can be moved or reconfigured to minimize the impacts to the
Please revise the plans to minimize the impacts.
? The stormwater discharges at the location on the plans labeled will not provide diffuse flow through the buffer because
Please revise the plans and provide calculations to show that diffuse flow will be achieved through the entire buffer. If it
is not possible to achieve diffuse flow through the entire buffer then it may be necessary to provide stormwater management
practices that remove nutrients before the stormwater can be discharged through the buffer.
Other
? The application fee was insufficient because over 150 feet of stream and/or over 1 acre of wetland impacts were requested. Please
provide $ . This additional fee must be received before your application can be reviewed.
? Please complete Section(s) on the application.
? Please provide a signed copy of the application.
? Please provide copies of the application, copies of the site plans and other supporting information.
Mitigation
? of compensatory mitigation is required for this project. Please provide a compensatory mitigation plan. The
plan must conform to the requirements in 15 A NCAC 2H.0500 and must be appropriate to the type of impacts proposed.
? Please indicate which 404 Permit the USACE would use to authorize this project.
qQ ve'r
ov?
COMM
?

MULCH/N6 DETAIL & SPECIFICATIONS
CONSfliUGTroN SPEGFrCATroNS
FIBERGUSS AWING
aa/ap
usin ahlps Dy andnrf?g
and aeN rg•
INSfA11ATroN OF NETTING AND MATTING
FtDa'glma ralrg fs warts 1No a cylrndrtwrpackage w ikr n Darr !e Produda desrpned ro «Nrd ermdan ahxdd be lrerdrod In aacadorxx
mNlmx?y wttAdram from }k caller uslrg a canyr?aed fir ajeda, wIM momdadaa'e Indrudtavt Ary and a dmvtdiyp produet uasd
Ralrg expords fNO o and a plaaa fflera m tt caAads ne sdl aurtaaa m a antedAs mdch shsdd pravdde over d d hod 30X d fh
n is dfen aged aer o ahav auld66N mud elrll fib looked wIM aegall. axfom whxe Ile opMled. InerolMkn rs IlNedrahd eMaw.
Spend radrg uNtmay as ne grog d a rde d 025 b 035
!b/ag yd. Amelia wnh aspkn ImmedraMy dta apprlcdrard a
rde d 025 to 035 IWag yd.
As a chaaadlrNrg,ad ddkr saes d mncatrahd iraw,ne ra/rq
and mxdDe furMa ancdarred ro prevaAUMermiNrg. nmq ba segued
wIM dokm gaco? d I+MVda no grade Man ro fr slag tie
drdragewq,and randamy tkagAxd ne wrdlhtvd nd maa non
ro it apart. As an apWm fi dattng,rk rarng roe 6e Dxled ro o
d d ? .upgrade all ad d lNervala d 50 ft dap
NETS AND MATS
Nda arore gmerdy proWde nnro mdalure meavdim eaxfna grid
ady rrmned ercdon prdadron.Therdae,Mey as uaaly vaed In
crorr/undbn wnA an agndc muroA suds ca gnaw.
ExmpwYen wood IIDx slurry ra used,Mnrg skald alwga des
rnddrod as rte mdchWad freer mq Ln apaynd m hp d an
Irtddled nd•
Mdslndidlrp'exedda'fwom' frterl dartda,ae eandda'ed
pdedNe nedcka aN mq de used alae•an aWldVe adle,ard
dwlrg dl nmm d ne ymr• Plae lk mdtlrg In flan cada?wrM
fk aVr ord logo securely.
!. Appy lrmafermlzs? ord mad before Igrrq ne rd a md. n
r?nr ? r?i rela?aeea sane ?r?erw?ar ?fae rnsidnrg
2 Slam kydng Me M from ile tqa d ne cMmda daoB and uadl n
gave tk groda grow ndrrng ro lq rte' as Me III anwrMad
wNntros-da nddrdat
3. To aeaue ins rd,tury ire updape ell rn a akd a nondi m leas
tkn 6 liahm degimvar wnAaVr,aM ran0a army Sropre Ile nd
a'xY fE Incles aama ns tap end all orgy 3 ftaraxM Me edgm
and DdtomWFee P drrpa d edge Idd fide Dy Mde,ne adJaeard
edgm akuld ee ae?lappad 3 Indm and doped ropdkr. EacA
sINO d ndt/ng akdd dm 6e stapled awn Yh cmlx,asry J ft.
Da rd drddr ne nd wren aroMnV atapba.
4.TO Jdn Mro snrpsartn ireroh ro adrr Ma sM d ne new M.
OreNep the and d My praloua rd11B 1rohm,aa shwa De'ow,ad
staple every IP rndee Jud Ddw Me arrdeer abf.
MNNTENANCE
lnspaddlmndes peNodhnfy,ad offer rdmla'as ro desk fa rlrl
amlaydrdaafl a fallasWAxa erosran Is a6vaggerrnsd,appy
? ??ImNch? lmpxtl?dsruNllaNm?11
edadrahsd.
LATERAL 'V' DITCH DETAIL LATERAL 'V' DITCH DETAIL
WITHOUT LINER WITH LINER
(Not to Scale) l Not to Scale)
FIII
_ FIII
I _
roan p I Ft, Slope
D ly t, Slope
roan d Min. D = • Ft,
Mtn. D = • Ft. ?Iner Max. d = • Ft.
b = 3 Ft. b = 3 Ft.
Type of Lfner = SEE PLANS
+ DEPTHS ARE IFT UNLESS OTHERWISE + DEPTHS AAE IFT UNLESS OTHERWISE
NOTED ON PLANS NOTED ON PLANS
SPECIAL CUT DITCH DETAIL TAIL DITCH DETAIL
Not to Scale! 1 Not to Scalel
Natural
roan d p Ground
Front
?a?,?0( Ditch
? MIn,D = + Ft.
Ditch Max. d = • Ft.
3
Natural
F?0 Slope
ound 2
G Lfner
,y p
r
Type of Liner = SEE PLANS
MIn,D = .D Ft s DEPTHS ARE IFT UNLESS OTHERWISE
NOTED ON PLANS
RIP RAP
CaNSTR(K7PoN SPECIF/CATroNS
Sueprode Prgxuanar -Prepare ns made fa r/pap and nna ro Ne rewired
lines aM prides a1rrWn ar tAe gana.Ca?pad my 1N! marred rn ne •aA?ade
ro a dananr aporoxJnonn? tMl o??? my u?ra1 ?mohNd a a?erfnl
dgxeminu w Nppap'PomoYe ?u?s
mdeNd. Cd fh auatttaw arAfNdedy deep fhotne frNahed pr d fie rlprap
will is d Me erovdks d ne aurravndrvg orm, Clms'a dadd De aewded
r?r? d?ordia ?d fle rl?? ? daa? frNaMd
sand aMa?y freer danM- Plans ne flex Dbakdramedrardy firer ne
faunddia?7a ?rea?ad Fa dread flNer alive In o uNfam Iqx ro
?1 ? ddga? ? 1? iMn ma Iqr d flex mdrld ra uaed,apread nee
c iNror faDrrc - Pbae ne ddlr fllb?^ drrocny m Me prepmed farManati
Me edgm 4' d road 12 rndee,mN aparo ardex q? awY J it dog
Ne aerlap Bury ne updramn e,a d the ddli a alNmmn d 12 lnNes Da'aw
p(ouad and WMe neaeuay,Dfay Me IMW eM d Me ddA a aer wfM Ne
av?ir?rem?ve? ? rJprap Mro Ne Bl?ty ?Irg pig
M fry al wlm a aJNaraN.r rPrepb? ifs ?re?dMda?apad areo.
damage auepecded
W roes ? mq ? ro pahdNMd,?adfa 4^!roh foyer d
Slone Plaoonwd - PlEaaarixdd N davNd i?dleawwelr?mmedlday fits yaaemeN
d themum?d ?d?Tk ?? a ?r ?m d .shim odd nea? of aAVn wnh
Oomoddned by serodAe loafing dNe quorry aed oaNr?ng durhg ?
ffPopul p'oppav?mw6. Pima Neap ro Na fdl Nkatnms rn are aperdfa. W norplace
ratuae?aCzeah? ? k ?iada'ylrp ? cr f? w? padrg
He aPoxs.
Tfe 11Nar? akpe a1uuW De free d paFlds d amdl doe a dudes d lays
eronu. Mond pbdrg mq tie recesmry ro sdlam th proper dfanrDuliar d
aroro dzm ro paaucs a rddNeN amwfhudfam awfaa the frNShed grade
d rle rltrap ahauM drord wNh Re suraadrng area, !Po axfdl a prdnrslm d
Nprap aAaNd ba apporod.
MNNTENANCE
Impaldercela d ragubr rNavds oa wdf oa afror molIes ralns,ard ends repNra
praR:fy. Ghs aprord dhnnon ro Me aArd and Inld seglau and dhor pdda
wMeaarennared flaw eNe?a.Carddyd?d: eroDnrrydroad amalrgs and
bat /a rndrwBOna d ptgrg,a?cwr Adm,a Dort fdram• Males ra
tmnedlday. Ndr4drt dl wpaotron adJacaYPo ne deirid In o
vloa?ya mNnrm ro prdact Ne am Iran aroa4cn and emu e?rlnp' aA?d-earl
f(av. Cahd d wend and DrusA grouts mry to needed In acme IanNms.
CROSS SECTION
?, ?a?
i
ran r?n? r? ? ????
IXINSTRUCTroN SPECIFICATla1'S
L its mm?rrg akdd De a ?dNnum d 4 fl wide exhMrrg 6 rades ova' ne lip and
bwred 6 indim deep rn a vavrbd trench m ne bwer edge, TM uav edge aladd
fist aywrnd amodMy m0 sad and Da axurdr 7dd Jn plae wtth ckedy apse rear
dory wrro dapMe 12 Inds rag.
2 Enure nd ne aproade• np ra lerol for uNfam apreedrnp d ahem rundl.
3. Cawinxd ne lad sJreadx a undrsla0ed ?1 rrW m nnA
4. Condrud a ?-ft nonemon sadfon fran ne dNerdon damd ro Drond amadtvy ro
Me wrdM and de<M d the fix.
5. Dlaprse nuxif tram the eyreooa• gams a psps?y aPoD1NZ? dqx nd ro exceed
lOY.. Make age Ili arom ra aufnda4y smuaPh ro keep flan from cunca^aronng.
G. lamedatdy filer tts wrretru9fatiappgrlddi?eed and mddr ne erdrro dlalaeed
arm d rh sp-eoder.
MNNrENANCE v?d
Jmdt reel ar aAfdte?f ?ao Ma b? l ataarlrtee mrtka ?o1r?c I'n?sp9dalar
and keep vepdanm !n a leany,v/gama a7.Mmat
OUTLET STABNJZATION STRUCTURE DETAIL
lacdra Sk Oddr Rr Gags OlarMe' ON Rl tIN !e tiff WXflI W?ftJ Tae Ffller fabrro (Sri
RNNTREE L<4Mf Ag+fS A A J ro 6 t2 16 45 115 4 9
RNNfREE D•RNE 20+00 A B 6 ro r5 23 12 9 23 N1 36
RAWfREE DRNE D+g4 A A 3 ro 6 !2 Ni 6 15 7 r6

oEr,v? a
Wr-
A
Tdhrdu (05 tb
0 o T
fma• Fabric
Sedlan A-A
Pipe OuNef To Flal Nee
With No Dsffied Channel
? +(a
wi=
A
L
StAPE k/pdOR PUTTER
rdMder > 05 w
N
Finer Fobr/c
Secrlon A-A
M = A!p Rap b Tqa d Pipe fMox•M a 0 + Tl
r- 23'Chas 8 Rtp RapUNeea Ofhxwdae Shaun On Plans
T= l2'CWas A Rlp RapUNma OMswfas SMrn On Plans
PIS oMrfet to Well-Defined CMnnel
CONSTRUCfroN SPEGFroATA]VS
L Eleuro ttdtle adgrade fa ne frrM and Neap fdrowa Me repAred nnm andl?gradm sMrn
jimM/d ltw ?rM ? m ?idJl?de?d ref nq/tb fl ? by fn?amd? tAsl??
rpuap tNdnma.
2 TAe rfaap and grad RIM goat caAam ro th apedlfed gradlnp limns ahavn m Me pane.
3. Flner ddgwhn usednapcrd mad dmr?rorpdraser#a ad ee praperh u- from
ngor? rrg d Fl raar"?da6"a?er Ne r my daaa?a rgJ? f?aro?dd
aryimN? a ndN? d f fad. n danaga la exrotirAdam th eNtre rnler ddA
4. R!P'? ?' ? Pbgd b/ eadpmad,bu tape axe ro add damaging Me fllbr.
S Tie adNmvm Nldaesa d ne Neap du!dd bs 15 nmm ifs nexlmmn done dlamdx.
LEVEL SPREADER DETAIL
Npry w-re Iliad ? wadigr?ed?rry sA?na. NdouM De krd,argda,
7• Caelnxd Me apron an zero prods wtth rm avafdr d tie ad. Make ne rop d ne
Neap d ne dnwndream ad laud wen ne reeaY/np am a dIONy 6dcw tt.
& Emrue nerik apa? /a % aligrod wnh ne rooMvirg atroam and pderady
and?r lhaplad ns hvgm N a verve Is nadeA b fn one ardn/ans,p'om n rN
}h ag7a a a d Ma apron.
Almmedlaldy dra ml6nudlatakMllze drdshuned ama wtth vegddlaa
?MaN?NeTdENAICE k? rd
6dav riu??p•noa taken doge a n stolen M? seen elm r?am°edi?dery a
male fir reparra ro preAUd furry damage.
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SEAL
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^^F'°?,?GINE ??<'
DEracs AND
spECrFrcarrDNs
NOT TO SCALE
SNEEr 1
!b + 0.41a
In cfamds,rdl art daps d ndNrg padrol ro tYe
dlredlm d nor and aer ilia pdedlve mukd?

TEMPORARY SEDIMENT TRAP DETAIL
STRIK'NRAt STON vrtnrru a
FOR SETTlENENT
DESpN
SETTLED TOP Y1N
NOTES,
STRUCrURA! STONE SNAf1 BE STONE
fOR EAOS/011 CONTROL. CLASS 'B AND
?
SNAIL tN_ PND FDR AT THE CONTRACT 5'M
F!(1
' ????:??.??. EMERGENCY BY-PASS B
.
UNIT PRICE PER TON
STONE FOR
'
' 9j44?P4f$? BELOW SE171E0 TOP Of OAN
fROS/0N CONTROL CU55
B
.
WENT LENGTH
SEGMENT CONTROL STONE SHA1J. BE N0.5 OR PLUS 5 FEET
N0.57 STONE AND SHALL 8f PAID FOR AT THE
'
FOR PDOft DEFINED CHANNELS NATURAL GROUND
CONTRACT UNIT PRJCE PER TON
SEGMENT CONTROL
STONE.' INtNXAGE AREA WEIR LENGTH
CROSS SECTION lACRESJ fPTI
GKE NAY EXTEND ALONG MORE THAN ONE SfDE OF ! 4A
THE TRAP AREA A 70TA! SEGMENT STORAGE
VOJUME OF 18P0 CUBIC fEET PER ACRE Of DrSTURBEO 2 ?
AREA SHOULD BE PROV/DEQ SOME Of THE REWIRED 3 ?
VOUIME NAY BE PRWIDED Bf OTHER UP OR 4 pA
GOM'NSTREAN pONTAf1LS• AN UNDERLAY OF S 12A
STlMlLTURAL STONE WITH FILTER fABRp NAY
BE REQUIRED B' THE ENGiNEER• PAYMENT SHALL
BE MADE AT THE (pNTRACT BID UNIT PRpE
PER SQUARE YARQ
CONSTRUCTION SPECIFpATJONS
1, char, ad strip tM area uMa tro anbankmald dl vegefaim and
tad Raroro dl striae sdl aadaanrqD Mqh amaads d agaVc mater
?qa?'p'? a?•d n prgrory. Had all alJadtaede mahrram ne
2 Ensure tMFfrll malardfa ne aManlmanf la free d raAa.wasdy d?a
c9 ??raach?'nJa cmppd n ??1?N?eam6mk f?6?laAes fo
allay to anlfhmad.
3. Caenad Ile aRbl adra fn ne aMadtmed. Prcind lAe aavedtan
ale??iJe rlaap ?r?ro?a? ???1 ? fabrllc a a kgwq
- Place ne fine Poblc bdween ne rlmap aM aril. Edad Xe fabric crass
Ne sp'tfway fouMOnar aM odes k fie 1np d Ne dams
- axwvde a koymry traeA o/ag fh cadaHlm d Ne ap'IMv/ fardalm
edaidirg up No sides M ne Idpd d fh data Tie heath shwld to d
bad 2 Tt seep ad 2 It wrde wlm Id aide algcas.
4. Gea the pad sea Oder ne demons d Ne aed d Ne ap'fAvay b fadNtale
sedirert oManaA.
s, aiadana rnrataea shard ea 2ta nallar.
G fnmre MoF Xe dale rdrdnaalJ sadlon d ne amadAaa a mldmxn
bddfa?n war ? ?? max mum ride emu d Id iMl exFad h Ne 6dtan
7. CaetralfOo Mdmran iJrdste/ldrgshre apNMey bdMn wldNla aNzvn m ne
qK?'? iN si ass ? ? ? a fk s?p'rJ?Ayr?ay?douH?ef ?r?d aim d
21?r?dee.Tle writ musk laded arislruxded to grade to amore
deslpn aomdty.
8. Mas'rd used in ne Nate aed/as ahuM es a weN-groded m+xhrre d ahxe
a?maaxrmd mum Coro sim d 4 i ?Ae ?e ? da ??dfaea d???
,arpda,a? w?eaN?w?resladMnF?. ? aAxias TM fee add 6e
9. Enare nrsf ne atone IAvay a61d aedlar axlahds daradraam post ne toe
d Ne adatnlmadurt!! Ne ardnlore ore raaded and aunNVdalFy ra
fa me rocoAd?g ahaam Keep na s?oee d Ne stems adld serifs
fl lAe surraxdinq prawd aM elope Ne awter h axfine 1M alfbw
f? wilam? tb °?' lnwte 6ypo? Guilds ao
and ?rl?eom nee ? albt?d? am?tr?roa?r??
r?ra?m-n?1aJrdtfedear? d?+Ya1Wi mds p?iane?aN?n? nrsRdF?ndadanad
NA'NTENANCE
I?t taryxrary sedlmednam rile sari, pd?rod d NgnNlowd rddolL Ranee
aedrma! ad reslae ns nap h Na ryp nd Nmenalau wlen Nb aedlmaf h?
actsmsdaed h ae-Idf me design d°gtln d ne hap Plane Ne aedlmal tld b
reaared rn ne deagnded -0rapan/aroa and repbre Ne axladnded pot d
ne grad fadig.
CrerA me stiudae fa dotage free erodm a p'd . Pa?adwdN dear m,
??'r?roda?ymore anMra a d ?d'?frdfhNrplaywry pdd d
a?Jdealpn groda. AM rlaW dltplaed iron th adlM'9' mrel De rep`aoad
shy
era oN aedlmaf proda9rg seas teas Doan pamanakA? atad8zed renave }le
aaFnx ???? a ?rmert. SmaYh me aaa M Mad wnh Fie adJddny
TEMPORARY DNERSlON DITCH DETAIL
IpNPACTEO SOIL
2' M/NLMUM ?-
FLON
Y-B ?'
MINIMUM
i
5TYPICAL
TlONAL VIEW
CONSTlAR'TIDN SPEGFICATpNS
i. Ramro and aae?N dtapase d of freoa,buehahraga,ad deer oDledlaaae mafald.
2 Ensure tAd Ne Mdmum cunalratad aosa aedtm mats al desi ropBremada.
3. Ensure flul tie Mp d me arks ra nd la+rer d aN mid fMn tM desl? abvakrr qus fh arecNred adnaead.
4. Pralde suffrd rmn stead dfvadae to pardr mxNne ragrcdlrp aM deaeul.
S VegNde tie ridge imrredlddy dM anarudfatiurleaa h wIN ranJ/rt !n pace /acs rMn 30 wakrnq ea/a.
&Ua layaay rlna wrote tried a pans.
MNNTENANCE
Tapes fertyerary dlvaarae ass a web and dhr stay rdddl.Immadrahry Tense
sedfmanifran ne flat area and repdr fM d/vera/on rWgaCardurydeck aRrds aM males
tlmay remits as needed.WMr ne arse a la paJlgrMxdly aodNzM,remoro ne
r/dye and rte deaid m Mad w/m Ne mhrd grand hrd and apamrlofey stadlrze n.
TOP AND
SHAG BE
CDNSTRUCTpN SPEGFpATlTNlS
NATERIAS
TEMPORARY SILT FENCE DETAIL
fSYAx.WlTfpillW EJ
MILYJlE AND VERTK;AL WIRES
/? SHALL BE I9GAUf,E MIN.
,!
FILTER
4. Supm7 aadard airaglh floe fable ty wlro mesh
fodaed aeaxey fs tie WNMe side d ne p[sis uNrg
L Uae a b)sthNc inter fabic a a pavrare shed d mryprooylsu3Nar.
paVyeela,a pdyeNylare ywn•wMa1 to eMNied 6y me maMaeurer a
apdia oa adardrg h me reaurremrrda aMwn to ne fade tebw.
in pafdaf a MN h mxrhs d?expeaed rite ble avutrudkndaNlrzas
d a ferryerahre raged 0 fi 120 degree F.
2 Enam ttd pads fa aedlmad faeces ae emer 4-fah dlamebr pipe,
Pinch dianda seta 133 /D/Nneor f1 ated wnh a Mdman MYldh d 4 fl.
Hake sure Thal sled profs Fee proJedlae to faABmle laanYrq Ne fabrla
3. Fa rddacemard afandad shagm Erna fablaum wire fees wnA a
mldaxn l4 peuge and a maximum neah amdnp d 6 Tories.
DxtsrRU.TpN
1. Grndrud Ne seamed barla d ataMard arerpm a edra slragm
ayrdMlc /rna foblra
2 frasre fhd ne tdyltd tie aedlmad fees droe rd exased 18 /odes
abaa fh grwM aortae. fHlgha facce mq lrryeuM vdumes d wrier
adflda7 m oamro fdbre d me anudurek
3. Cqulradme fl? fobrro Fran c aanfraeua rdl ad fs Ne hrgm d ne
battler fo ava'd Jdds.WAn Idda ae neaseary,aeardy Tease ne
flea dam aMj do atTOa''f poawnh aerlm m me nedmsl.
hey duN wrre afaxba a hoallnch Iag,a me wlras.
ExMd fho wire mean suµorr M Nn klfan a th harph.
5. When c w!ro mesh supper} fake !s u?ed,8p?
pass c msxlmum d 8 fl apart. Sumaf pc?a aMuW to
drNan seaxery do hb grwM h c mtdmsn d I8 IrxAes.
G Exna atrergfh fllia (abdc with 6-ff pad apardM does
na`requne wire near aumat faxs SMpte a w!re Ne
nna fablc dlredry ro pasta.
7. Excrrate o naxa'r o?oxf 4 IneMs wrde and
8 rndea doge olag na a?Nne d pasta aM
upslae from tie tattle.
B. Bopffilt Ne nasm wlm m11 a grad gaeai
as m rrna fobs
0. Do M onah fins fabric Po exisl/ng irem•.
MNNTENANCE
r sedrmad faces a leoN sea a weal and
rife each rdrddl. Make cry rogWred rpzlro lmrmdralay.
SMdd ne fabic d a sedfmaAfaxe odMpse,lea,
de?vmmose a teroau IndfedM,replace n aar?An
Rep'am dulap evay tp dsya.
Ranave auiimad dgam'fs a neus8ary m Garde
adep.Me afaa9e vdaae fa iM nextran and m redxe
faM flee durlnq deamul. Dare is add undaMdrg
Remaro al fenanp mararaa aM unstade ,mdrmed
deposes aM brnp Ne sea is grade and afaA'AZe n offer
tie m7rlMdlrg dramge area lea Leon prgxrH amdnzed.

Ph/dcnrPromny RapNrmeda
flnarnq Eff/daxy 85K rMM
rawrre Syr?1? a
` srandare srrengm-
20Y. Imax1 E
hrgdfm 30 Ib/Iln M lndnJ
Exha Snergm-
50 IO/Nn rn (ndN
Starry Flav Rae 03 qd/? ff/Mrt fminl
PLYWOOD INLET PROTECTION FOR
STORM DRAIN UNDER CONSTRUCTION
Trench Upstream EM d SFam Droln
i/3 Pipe
Diameter
Bu Bolfan of P ?-- 3/4ExMrIt>r P r"d
ry lY?
SHEET 8
STONE FILTER INLET PROTECTION FOR
STORM DRAIN UNDER CONSTRUCTION
Upstream End d
SFeeI Fence Past Storm Dro/n
ldv
I/3 Pipe
INameter
Washed 51fNB F1Neru u u strikers Cldh V
Across Pipe Inlet
xa
QN
LL V
Z m
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a r?
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1 / J JN
W >a°o
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= seAL
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?vteBfiB1??
DETAILS AND
SPECIflCArIDNS
Nor ro scaLE
PROFILE SECTION
EITENSpN lN• fA&tp AND
WIRE INTO TRENCH

O
TEMPORARY CHECK DAM DETAIL
SedlDn A-A
A and B awe d a?daroHar?
?--C-moo
CONSfRUCTkM' SPECIF?ATKM'S
L Price Yarn ro tM ones ad dlmenYae ahwn In Ne par w a nna faMk
E Naga l n ader else eadlm d leoef 9 lmNes Mlar mhrrd Around MMr
whrn Ms doer aMAa fk demel dents.
3.E.rMrd elan dPooeilS n6awM tM ditch bwrYa ro kego aairow wafer
Fran undaaAnnp Ne dem os Breb.Nxa 1M aAtmd,
?, SaP?n(ny t9ween dens M asmro nnl fM da+dlm d tAO hp of Me
Power dam !s Ne same oa Ne foe YaraNon d Mo u?a den,
5. Prded Ne domY davneheam Fran ne Poweat deck danarelderlnp
Nd wafer wllr flat wor and crowd fh dam
QYake aura ind t!e cMnned feacN arise ifs mai aKiream den la sroAb.
7. Enaae Nd danad acdr a; advert adrarrea kVaw
dect damr,are ndau6 ed ro damps w daatape from dap'axd staex
NAINTENAHCE
heped dart dare aM ddmda fa dama?a alter eaoh nadf evs'd.
A?lldpde auAnergeme Dori dq'mNial adore fM dxt dam and xoalw
from Nqahh flaws warts its edges d Me dom Cared dl daaage Immadlde1Y,
N YgYflmnf aoYon acawa ddweYr dam,rrefdl a paxdlro np? rarer n
fkl dun d th cleras'.
Ramro eedlped aoaxmdded bdYnd ile dams oa roeded ro pared
damps ro ddaaf vegefaHmdhw Ne dewal ro drdn the Ne
alas deck daAard Anted lwpe flaws trait auryrrp sedlmal arer ih
dam, Add afaea ro dams oa neafed k mdrddn dealgn htgN and sass sadfax
EARTHWORK SUMMARY
EXC (CYJ EMB (CYJ EMB (+20%1

RAINTREE 3307 2782 3338
SMOXE/REE 550 370 444

TOTALS 3857 3152 3782

WASTE 75
OFFSET CUL-DE-SAC DESIGN
THESE TYPfCAlS NAY BE lEfT
OR RfGYIf AHD NAY 8E ?N11U
W?H ?B RM'HI-0F-WAY
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i ?
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I I
I I
RECOMMENDED ROAD CONNECTION
NEW LOCAL RESIDENTIAL ROAD OR RESIDENTIAL
COLLECTOR AND EXISTING STATE MNNTNNED
ROAD WITHOUT CURB AND GUTTER
STOP CONDffION ',
NOTE ? ? ''.
ADDrf?llAt RrW NN' 1#
REWIRED TD ALCONNDDATE WI
a ?f??T?? ES AHD I 3^
W??
???
Ia I ??N
,?'R 3a ??
L N& i f SIGHT TR1ANGlE DYP1
R/W ?'' ` j- R/W
\ aaR
EDGE Of PrWENENT
SLOP !
EXISIlN6 ROAD
EDGE OF PlYEYEM'
a?Er?E ? NM?E EB?aYD THE RMrRFff??l?D
SYMMETRICAL CUL-DE-SAC
NO CURB AND GUTTER
P
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i `
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1 R I
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25'R I 2a 1J5'R
i I
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L I I
S1DPE AS REWIRED r?Ff
SECTION A-A
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a?
?tee(ge3edBF19dd? ej,
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,a ??
,a? ?
aF NGI
Rim ?>
??h"
r11eN1?
DETAILS AND
SPEClFICAlIONS
NOT TO SCALE
SHEET 9
ORNEWAY TURNOUT GRADE
S1GHT TRIANGLE DETAIL
R?Yr rR?'
Ta ro
i".? ??
R/Wr ? RiW
W10TH W1DfH

MAJOR CONTOUR
MINOR CONTOUR
PROPERTY BOUNDARY
M
V

PROJECT DEVELOPMENT

N q
a LIMITS OF GRADING
? CULVERTS

LEGEND
_?
XN
QO
?` v
dl ?
N
iii
io
ar
U z
J Jti
d >w
ZN
Z LLz
(JJ
W ?Q
U Z o.r
a
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SITE OATAr
UPARENT PARCEL IS ZONED - LAXESW)E RESK]ENTfAL
r 21 COUNTY SETBACK REOUIJiEMENTS AREj
APPROXIMATE LOCATION OF TIW:' I ? I 510E = IO FEET
FROG ? AAfIF000DWAY AS SCALED ? I I ? REAR IV.EP.CO)= 0 FEET a ?
RM MAP. SEf S1TE DATA. FRONT (STREET SIOEJ = 30 FEET
I ? 31 TOTAL AREA TO BE SUBD/V1DED = 11.00 ACRES (INCLUDES R/WJ (? p ?i
4/ TOTAL AREA OF NEW RIGHT-OF-WAY = 2.83 ACRES y
I I 51 TOTAL LINEAR i00TACE OF PROPOSED STREET = 2,263 FEET (MORE OR LESS) H M i{
lil H
61 REMAB?JG AREA OF PARENT PARCEL = 565 ACRES !MORE OR LE551 p
n, I I 7/ CONTOURS SHOWN HEREON WERE SCALED FROM A U.S.C.S. QUAD MAP.
rEIR , _ Y ` `\ IIII BJ THE 100 YEAR FLOODWAY AS SHOWN HEREON WAS SCALED FROM `? ?
I i ` r ? `? ?? I A FEMA FIRM MAP, COMMUNITY ?J70396, PANEL X0002-C, BEARlNC A p C)
` ? ? MAP EfFECIIVE DATE 05 JUNE ZOfih, 2001. !ZONE 'AE' -ELEVATION 2041
I I ? ..,., o '1 r 91 DRY HYORANi COCAAON l0 BE SHOWN WJ PHASE 2 fTWOIOF THIS PROJECT. r? ?
V.EP.CO. ? 1 ? - sz ?? I 1O1 N0 OBSTRUCTIONS OF ANY KIND ARE ALLOWED NV THE SIGHT TRMNCCE I? ?
LAKE GASTON ? ? ?V ? V ? ? ? ? ? ? ? ? ??.?, ? ? I I TS SUCH A TREE S S T ... ? C
( I ETp ? V '?,, ? ? ?? ? .,? ?,? ? EASEMEN S, 5, (CNS, SHRUBS, BUW.DING , E C. x
?.,, ? \ V -, ? ? ? \ _ ? ? J I l
E? ? ?,? _A --.. ?. . ? ?'+? ` ? '?-?.,? `v ?`- III
??
? . ? .., ? `? ? vy ? A „? ? ? 1 l ' L ? C'4
?' ?``? A ? .? l ` .??'??j'I ?
t?• - ?,,? ) ? ? ,?? , ?? W ,--_ ? ?
+ /' _ I r ? d
? \ R i'- / APPR ?-
?? --??-".?? ?? .1--'?? mil' ?J-,`_,- ? r by .'\
?! I - "^?'?.._,-.?1?. .? ? ? ?? I ?rt'?- ? IIII
i '?. ?? ?`? I ? I O
? 1 ??U'N ? r? 1
i F ? - --- - ? ? ?EN E rxE ? e«- ? ?IrI ?? ? sv?eoLS r Z
V.EP.CO. ?r ' ? r ? ?? ? ?? ? ?L?' I Y ? ? I o^ EIP E%ISTING RtON PIPE OR PM ? ? <
B "`?%"""? \ ? ? f?(h 5 ? BAWM I Q? ? NIP NEW IA N PIPE OA PIN U1
LAKf CASTON ,.- - i ? II ? 0 ? i
Q-. , ? I ?, ? 1 i ?
_.-?? \
08 20B, PC 261 ! ? i I ? ? ? ?- "'bye,, ??L ? ? Ir.? ? ? ? I ??p? ? EPK E%ISTING PK NAIL ? h
TRACT - W6 _ -. ?\ ? ? ? ? ? ?? S V I h NPR NEW PK NAE
? ? I ? ? '-? A-__ _ ` ? ? ? ? ` I ?? p A' ? l ?. III ,??'M ? ECPS E%ISTING COTTON SPINDLE SPIKE W
EXSTING LAND USE, ? 6 I ?'"" ? ? ? e ?, g k ? ? 4
RECREATIONAL I FI ? ? / """' ? ? ?' ? V ? I ?0 `y?41 QQ I ? NCPS NEW COTTON SPINDLE SPIIIE ? ? i
{ ? ? ? ? _-? d ? ??1 ? '?? A \ ???'? ?? I IrI ??y ? L' EARS E%ISTING AALROAD SPIKE ? ? ? m ?
I - ( 5 TS1'? I ?; t \ t ? ? ? I I I ? NktRS NEW RAILROAD SPIKE W ? g
a ? ?; , ? a I w ?
?? . rtw^,,QUT?R \` \ ,. ?y L. ? ,Pj. ?,c I I I Y o ECM E%ISTING CONCRETE MOMIMENT ? ? I
I r(?? ,',? ;/ ,, ? ? I A DSO ?' ? I I `D I NCM NEW CONCRETE MONUMENT (CONTROL) ? ? ?
l ,` {4` I I ? - 1: StF ? ? I ? LM, WON MONUMENT SET -SEE NOTES Q ? W W
( _, ? `? ?k''?/LF ,.. ? I I ? I CP COMPUTED POINT - NOTHNC SET W ? Z
+ ? ?- \? > r TP TELEPHONE PEDESTAL W
u._.
? ! ?? ! ? Q3 f ? tiv "`? ?`^ ? ? 4p? 10'X 70 ? , I EB ELECTRIC POWER BOR W ? ?
i
rox T '' ,/ , ,? .,., . ?? \ ?, `?? 'v. ? sir ? a;
i" ? ? ?`.? 1 L- "'"` --E-- OVERHEAD UTILITY LINES ? ? W
? I i `T NCLE ''? .?? / r ?. ?,V?\? ? I ??"?"' ?? ? TRMNCLES I R/W RIGHT OF WAY V?
r I ? ! 2 TYPICgL1S ? /? ? ,?P R XIMATf?`??' ??? y ? A\ ? fTYPICAU ? I I ? C/L CENTER LINE a ¢ 3
l , ? ? / LOCATION ?`..v w,?-,_ ?"VPA?A(?\ \ ? P/L PROPERTY LNE ? T
tr
f 0?,?
i I ? / ? ? OF R ? ? ., -J,, '\ ? I EIR EXISTING IRON ROD ? ?
i
? f ! EIP ? I ? OUT,CROP'"'?, ?.??,;,?.,`^?. ? ?} I r ? CB CATCH BASIN
.I ,, ??_
.EIR?'I > > - ? "`?. `?`4 ? I I ( ? ? Q r ? S/S SANITARY SEWER LINE
?- _ J
{ {
qq \ '??^ '?+-y+e?. y_ _ _ P?+/- LP AREA LIGHT ON SUPPORT POLE
I ?I J?lWf S?PL CE `I 1 it ? I I ? ? ^-_. ?l .J `.,, -- 7- N&C NAIL AND CAP
t `I , S V ro%. N ? ? ? I I ? ? 1 ? T'? 1 "F.1 ?y A ?? ? ?N ? ? ? ?" H8T HUB ANO TACK
I PB I , ? 60 ? ' ,I ? ? ? MARJOR? H. ?OUL {?R ? I T ??? ?' ,`r `" ? 11?? I h MH MANHOLE CDVEA
? EXISTING q I ? DB 66,E PG 696 /? r JOHN E CNA Il?lf. MA\?CTIA I ? FH FIRE HYDRANT
r 1AN0 USEr ? TRACT ?1,PC 1, 5lN1F I02-A,PLAT 5 ? 6 .682 ? ? I I I I ? ilE TO S?TA?TE GRID STATION WOCHAP' OVERHEAD UTILITY LINES
( RESIDENTIAL r EXISTING LAND USEr RESB)E/JTIAL 4r TRACT "2, PC 1, SL ?? A, 5 I i I 'NA BZGOORDWJATESr a1U POWER POLE
I I I EXISTING LAND USEr RZSK>E?I?L? ? I N 8?6T61.89
I III E 2,319,456.80' ELEV ELEVATION(S)
1 I I N.T.S. NOT TO SCALE
I HOMZONTAL GROUND DISTANCE
LOTTB; HARRIS 8 ? IIII 5 2" 43' 16'f UCTV UNDERGROUND TVECABILEL LINES
HOLL/E HARRIS I I 1513.96 UCTC UNDERGROUND TELEPHONE CABLE
DB 732, PG 721 IIiI I
PC 1, DLOBS, PL 2 I I I
EXISTING LANE US£r I
RESIDENTIAL I I
IIII __BlJE PICI(LE P1ANT ROAD
I I? ?-'-_?--C/L SR 1354
I ___??r 60'PUBLIC R/W
I
FLEMING DABtY ROAD i I S(TE
SR 1365 ? ? DEVELOPMENT
60'PU811C R/W
? I ? MAP
NOTESiAB011i EASEMENTS AM RIGHTS-OF-WAY
Al ALL STREETS HA VE A 50 FOOT RIGHT-OF-WAY, AND ARE TO BE PUBLIC ROADS.
BI ALL CUL-DE-SACS HAVE A 50 FOOT RAOlUS UlN.E55 NOTED OTHERWISE.
CJ ALL FRONT (STREET S?EJP/L NAVE A 10.0'DRAINAGE ANO UTILITY EASEMENT.
OJ ALL V.EP.CO. P/L 00 NOi NA VE ANY ORAWVAGE OR UA11TY EASEMENTS.
E)AL1 ROAD RIGHTS OF WAY INCLUDE EASEMENTS FOR ALL UTILITIES PRESENT AND FUTURE
FJ ALL SLOE !OT LINES HAVE A 5.0' DRAAVAGF A UiftlTY FASEMENT, BOTH SIDES OF P/L.
IRIS REOUIREL?NT BECOMES V010 WHEN TWO LOTS ARE RECOMBINED.
RM
W
0
SCALE
X10 0 200
sNEEr 2
0

' ' ? ' I NARRATNE LEGEND
i
I I i ?{ TAe pupae d WVa poled la (o conefnxdRdmer SaOdNlaMA a N
,y?.,...?..? LL
I ? { a naldenNd w..M,r... WNN ne9oolded Deed roa?a P
i j i I MAJOR CONTOUR --------t1o-------- ?a=
I I ? i Arpadmahy 3B OOIBB wNlOe dlaMDed duTfrp fh aonelndlm d aNe a
I ! i ? raadwayaLda wilide de0red fRdMdudry In Ne /uhrro bNan nda _ _ 1°
l I put d Ne raaGway cabhua7m alwn m tNa eroalon oM aedlmNd MINOR CONTOUR _. -_ 2'J5- y ___ _
oq/Tdplan, TAe alts fa tooled In WdTen Counry,adJxedlo SR a o
I I PROPERTY BOUNDARY -- -•-
I IJ& Jusl rotlA d UNbhn fSee VtdNy MopA
l ? 1
PROJECT DEVELOPMENT
?I I , ? RUNOFF CNCI1tATAWS ! U W
I '! LIMITS OF GRADING -•---•---•---•-•- Jam
i ? ; SIfE iLCAT/0AS WARREN CCUNIY J o
? 1
F. ?? i ? ??? M'DRAJ(!C GROUPr B -SAVOY lDAM CULVERTS ? rm
?"" .,...,, -___h OP ?? AVERAGE WATERSHED SiDI°E - 6X j ? ? Ua
I ? I SIZE OF SRE, 6258 ACRES ? LEVEL SPREADER Z ?2
I ? I ? OFFSIfE RUhOFf IN PRD1ECl A?19 AC
l I o I ? RECENINC WATERCGURSE,tAVE GASJON ? z?
' W _a
_._ _- ? i I ? ? ? _ ? WATER BASIMr ROAYOKE RNER BA41N TEMPORARY SEDIMENT TRAP ?y,J ¢?
G7 I? { ? ? . ?`?. 1 ? 6.F-
,? I WATER CLtSS/FICATpN, WS-V NSW ?.J Z_ v?
?' " """'" " ? I I 1 I " , ? TEMPORARY DIVERSION DITCH -?TD-?TD-STD-?•TD- Z
?? I s U
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l:' ? 1 . -. ? ? ,-,., ? E ??? t, ??
??
_. ? _.. 5
4 l' i
i ..? ? ?.
,_ ?__ . ._., ?:.. , a_: _ , .? _ _..._
r ??
?,
? I ?-r i W i
;?? ??:... ?? ?,-, ? ?? .,. ?- t ?
r4 ,,
?I
r ? , ? I ?E T
i
s ?
Ali ." ? ? I ? E ?I ?'
..- ? ? r-,- .,,. ?.
w? ??
it i ??? ? { ?? i ?. _
I I
'RE ? P ?l ? ? ': ? '. ?. ? ? :.. ; ? ? ? ! f '?. s i r ? ?
_ .:,
r .?,.
?i ? .. ;,.. ? ?,,, _. _. ;r, r.1 ''if _CI ,. ,? ?.,,, .__..._
_., - ??
. , , , , ,? - , i ? } F ? ? ? ? t t, - ? ? ? ? ? ? l , : ?, STREET
3 ? 2.??'A
? ? ? ? a r
<: ?? ? E n. ! ,.? _?..?.......,' ?.1}.r ?-,,?t.. ,., . + PROFILES
r
? C '? k ! ` ,
?t
i I i ?
? _ r -c i ..?. ! F' ? HOR1Z SCALf
? ` ? ?: i `'I ? ? ! ? ? I -' f ? i , F ? ? t A l4 EL 23?.9? , rt -t 25 0 50
j ?.,
.;
? ? tart aA _?R? ? .' ? ?- ? i ''
i? 't
'?
. ? , ?',i i i ,. TA?? ?EG?? i ?,',, ? ,_ ,, I.. ?' ? F i ? ENO 5 Dl ?..
? I. ? .. ?a, . , i
I' ? ? ? ?' 1 ? ? ? ? ' I , I l ? ? t ? ? ?? VERY SCALE
5 ? 5.
??
?i 4 {h: i I t l _ _
,.-,-.?.1 -.. L 1 ? .L. -1,
-. ._ •, "
[, i 1 ? t
irl ? ? {
.;, ? f _ ., _F ?:i ? ?.i..l .CC ?t , ? .._.j.. ? f t. ?
`? r
1 ':. l? j F i ? i i t .? i? ??? ?: ? I
I iE? ? ? ..? ? t ; ? ? ?[, ;'? ; ? _a_ ;' .!:._?,._.t:_? ? .,L?,.dt:;?a`:.?.,., SHEET 5
23 24 25 26 27 10 11 12 13 14 15
11
0

0
CONSTRUCTION SCHEDULE
CONSTRJCrION SPEGFICAr10N5
l.Odarn pan approval and aksr apprlroNe pandts,
2 Ffay Ns wale pmlk Pa prdedlac
3. Hdd pecnndredral m'derence d laaaf as week
p!a ro adarlrny axwlrud/ac
A Imkll temporary Wavd cmdrudlm evdraae/exn,
5. Cansrrutirtfenpa"ary dNerMas,lraroll had spnwdaa !n
amlasNm wrM esdlmerd hopa,ard vepdole d/ahvoe0 seas.
& Canplero alts dealny fa roarMq avadndlax
7, Rouyn grade anaarockpne tgcmd6cowhud cMmab,
lndalladvata end amdprobaNationd Inarollsedrmad
fence as needed.
8, Camlefe Irrd pad/rp fa roods oM ald4llze won pave!.
A royWa7amwJareua and pamurody vegdde,
laMarope and mNaA
I0. Nl seder and aredlmxlt ardrd paNroa will De
rrspeded weekly' and afb rdMdl orris. Needed
repdro wN 6e nods Immsdlaley.
Il Affa Ne aNe la srodllzed.remuve dJhmpasry mroeaee
ad 1reroN pamarad vrepddlan an Ne mahvlee seas
MAIATENAYCE
Fdlow ik axrdrudlm aeasrRa thwylsul poJad
. WMa dsnpea !n oa:dnA>Ilm axrrnrea are
rleeded.asa'd Ns ae?snce adadWe M advance ro
nwlddn mxwyeerpMoxdrd
MAINTENANCE PLAN
l.Tne Cadradda atoll dad d/ errolart ad aedrmad
oaMral paoNaa fa arodrny ad opaoNon fdPoR4np every
rursff prWudrg rdrddl rid !n ro ones hoe tMn axs euary
weekAry nroded repdro wnl be mode lnnromahy 4 Na
Cadrador ro rraldarn dl padiae as dealgmd.
2TM Cakrada sMllremaa sedlmaMfran Me aemnsrd
hap wkrr aba? copadfy ras lea: opaasfmdep' SOY.
fllhd. fAad wrN 6e leaned a rgdoced wnwr 1M
aedlmerl pad m loupe drdne popery,
3.Tk Cadroda dsllrarova sedrmaafrem Od9nd na
roermert /axe wkn n berortse 0.5 fed delta d me
fanaa rk anmma'd fawe wI11 De rgalred oe rrexseary
ro mdrdaln a barrlx.
4. rte Cadrada atoll fenrllzaresrod as rsoesanry,and
muklr dlaroded arena aaadhp ro apeollhnlras In Ns
ve9ddNe Aran ro malMdn o v/paara,dense ro9ddNe
?,
5, TM Cadraia ehdl poNde greed caa m expcaed
ekpea wNfdn 15 waklrg days a JO calendar days
rwddera re anabJ Id/awhq wnydd/aI N aJb' plaro
d pradlrg.Permaxrd Around carer Is ro De pa4ded fa
dl drafalad arena wnNn BB xlada ripe fdrowrny
canphllm d caadn'dkn,
CONSTRUCTION NOTES
L Cadroda may use f/Derylxa ralrg In Ilea d wean paper
nM,drar wlk rd k NeV d flberplas's radngsyMhsNc and
in Ilea of alraw won nd,ad dose B rlp rap In Ilea d
eyrdlatro and fa kmparay Ndny d damda
2 OrdnrJpe pdbx are reroNre ro rpades oM pd'llea used
In IM desipnThase may dsmpe x irdd axdmas dlt4ok
3. Survey dale and Dace moppdrq prodded D/ Boddn Saveylrp,
PA PABax 952.431 DuAxy Brtva HeMawn,
Nato Cadlx, E/536 fafrail E5E-438-5162 EdsNrp
cadoura d/pmzed free 411NdaMpradrarple nagsrrq,
GRASS-LINED CHANNELS
gM
N
N
0
CONSrAUCr10k SPECIF?CATI0115
(aralaroa?ad?apoclay abladlasDbmdaldfrornrM
2 Exoovde ne dame' and aMpe n ro and Nnea ad dlmaldnns anuwn m
fk dos Prue a 02-ff aatad arauM Ne darrldN parlnsb ro dlaw la Ddklrlp
dun rg seedbed pepardfans and aa1 DurMup
e?Reasla? p?vrry mapase d dra>:rosa sill w th# surface wakr may
A rte pacedae uaod ro eafodlah yrmse k ne damMwrll depend ? its
a a amryymll?isr ?? e?rtato Nns?M ? paled d?iN!
ns rotadlaMwd perlcd, ?
NAINTENANCE
lAJr/rg tk rokDASnmad perlyd desk prose-rlxd alpmlda afb a'a'Y rdrfdl.
Jvb grass is serodtalud paladlxly deaf Hs dawN,deat Nofb mwy
leay rdnrdl evat.lmmed make rgaalrs, N is paNa?a?v rpaKad ro
dNa?aM,tr??the a'nmd arNd ad road aasdrgs to Lank aFa&ily aq evidaae
1fl01dal?tle ?? ?Ralmpm dl , Key !h Qra mdan?l
ruMnlan d dl nmea deco 1t Ice ? aaeian
, parry prdaonarla damd,
LAND GRADfNG
CBNSTRUCTkdY SPECIFICATIONS
LCashmdand mdddn aNaoslm and aemmerddlm axdrdpaflroe ord
!? ao wnh Ne apparod aedtmmddim adMplan and
tt f In f/NNI fth Gr ? d ? a?a?fllbd,and pasave
J. scar aeon ro Oe rgxirolMd Po a mrdman dxm d 2 JrRdss Ddare
gadny 1.
a6J d ?e ? rI d t?pon?or??, Me /!!I.
?Mlde?ferraM ? rbfa7NuNirudDtehroat&Iape.aNape,
n?pgarale fa avldrudlnp atade ltpa.
Pbce dl flNln layws ndro exceed 9 Irldea In fNdrved,and axrcaar
??Igw?e? red !o reduce eradanafrpaope,adfbmerl,a dna
7.Ob lncaADr nalardabdi,mry',aNgvyavnpreesJNe
dace flll on a frozen faxddlaAdue ro paraldo au6elaa'ICe aM
?? awl d Qrae meoaurea free of aedlmerl
??a arodmelMfs ? aiopaaaed durlrp mrohtdbn !n aaardorRn
!l, Pamana'ry ataNllze dl oiled seas Immga?my afb nrgl aadrrp !s
mp?p'ded aai d roarew w?'knl?a?a s fo' (e Irhr N fa
!5 xak'liq days a Eger.
m5' fr m?eroMan?frdid?flra,?and
ddrllz m d Mroe areas n !k don.
NNNTENANCE
Palcdkd dsaY dl pabd save ad ne ?a?Nny eroelm and
aedrmerd on carrapodNm,espeddN arnr ieay ralnldb, PrarysYy
faaove dl aedlmad from dM1wakn and dM web-mapoad padicea n
WaNalJta a Grooka roaN,rapdr MRm lmmedldey.prp?
i?an a pat d ? ?m?andl daNflcwF' md!!es
matfdfm oa?a'pbn
CONSTRUCrpN SPEC/F?AT?VS
TOPSOlUNG
MATERIALS
?r+a ?r aawa>a?f?rlurtnresaream
Texhxe -learn, ndy baaaM elN bom ae Dronaan?' day ImaAdly day
arils ? aka ?oA? oe dr.W nd use !envy do)' and apaVo
? I5X ? ? mro rofarod ro as 'hme'c mdhr'1 anode to
??fh - a4 ? d 6e yroder Mm .i6 klae flmlrg,and I1Mnp Ice repAred 1f
SdamN roHa - eNJ/d ? Nee non 500 qpn.
SadAnn - aamum adrorpHm raNO aKadd !e /ros Hen 72
rte depM d mabrolmrdt+g Na da'e pwllficMras ahxNd b d leoel2 rodeo.
?ldtn? inn e? d ?and?ap?t? d ? Im'a
d? J?ews?." mz7ard a m?da??fr?ae° rdaa lira ?atr?r?ser?rg
H ft Ne dyer anafa Ilshd dove.
?a ?e? tl? ? w? d?ar° ycod rovedr, rn? mn a
A?rlp?larylroeing9emreaenldA4? ?f?fbyefrlyrg,
?. ro M' ?pnR't dc?o1 dglfr a maamn,
eaNm!?edrom?asawm4 maAieak?ahlaaald?otVe?yrlA'td'rrp
6orlne,mv?a?xad cWr? I? ? D %?ore dr?dops7 ' Pd ? mevA
rp.
?b loodlaJ ro add akpee and :wladdrdneew?ae ?d?
trdfk radar, 0nboe anas,raepwllrrqq Is eoeler and mae who
mpedlla alaafp'bd to amdl pros roadal nee seas' wbe tney wl1l De used.
SemmerltDarlara - Use aedlmrd fences a dhr Mrrlaa wMe nerosaay ro
refdn rommwr,
re?aay aeemrp - Prded tgaoa'r afadpVba pv kngaorly ?eemnD ae awn
?e poaerped nr ? waklnp days a IPO rwlerda mNa a1a Ne
amdlm p
abMlm! wlfn ?b??a?r M We? sfa?md ??
p
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
5a' ANN
ROAD .'?,' ,e?Eyw•'ih,ONE'?INO,ln• ,re ,' . e4'MIN
•?e?' •'?•? •'°•' . . ..
P VIEW
DIVERSION RIDGF NEW CONSTRUCTION
PU&1C aY 15'
ROAD
_ 8"
b" MIN - -
-_ ?_ GEOTEXIIIE
CROSS SECTION FAebc
CBNSTRJCTNM' SPECIFA;Ar?VS
1. pea Ns mdrams ad exn sea d dl ar,roda,
ad dhr aDJedfasde awbid and aaa?pae IL
2 Place its grad ro ffs apedllc grade mmarsraw
ahem an me pdms,ad mrsdh h
aunoMe naye•ro nary water ro o mmmwdtrop a
4, Use yedexffb fa6rlae Decaue fey Impae akMIIN
d ns IaNrlanm rn kceNma mAJedk baepope a fdyn
Wda fable
MNNTENANCE
Malyddn Me grad red !n a ardlnar N uroreN mM a
aedlmadlrtm l???ln/ thWxfruadlal anRTNB mg'
raalro plrkmo tquresainy won P-/m1 ahea ARbr seal
r rddlJnaped aY sPruiure used ro trap sedrmat ad
dean n ad as xxsmry. Immedlddy remote dl
dlaaHasda mdalda ap'Ned,wcakda hocked ado
pudlo roadways,
InefdbNae Avdd aNrro !n pudic roods
and strop abpea, RasRwe dl vaydaNar
aJd atM oDJearaaae ae7ald Iran Ne
touMdrm sea Grade ad crown
louMdfon fa drdxya
n he dqx rowed Me road emroda 2E,
cadrxfa rldpR6 ro B Ircdea Hsi wNA
Jd a!? dcgea,oaxe nn famdarian
appoximaky r5 fedlran Me adraros
ro dNert rume'f away Fran Me puA'ro road.
S/rE PREPAWPItOtgqNaoasdd
aca7 as dR'aelaFRDame,dlkee?wabwaya,and aedlmad boa! p?r?
Gramrp - MdNoln aal? m trq seas b be hgadbd mxiMJrq ro ne
apxavad Pbn and ao nd atta npm Dy addhp lgmdi.
UdnD d suLean- Wlae Ne PH ar Ne exraN?q suASdila 6A a ksa,a Ne
edl fd d ??y dgre,lmaparaleda falNad Naeataro M amaiMe
recnrm? aril trof6 a arodfred fa Ne arodl mrxnue ro De urod.
Iroapade rime ro a mptn d d lead E lncles q' dl?ny.
b' d?ls?kfrdq?ar r? r?ro a?degnd JrzW 4 rreMerro o ou?dfim ?
Me aril ro o dad ale Indies ?a?e 66ar rnaaorpaated,roosar
epeamrq tWuan.
ro?n? dry eu?n?adi ro a mrdmum
elgxs aM 4 Indde on fidb elopes, To t l?djn Jd
raatAred fa aadlmnai ro varlwa egdfs,uro ns kble 6erow. fb nd a?road
ropsdf wNb n s Irozen a mcddy a whw edgrade !e wd a frozen, Cared
ay rrropwamea k th 6tNfaro the rmd! Eton ropaminy a dkr
apadlaw ro prover! no famdron d' depesafas a water pakde.
carobdrJe t?edia'Iayn ro enaaa ?wd cadaJwNh na uMarhlrp adr,
Dufadd exrosahe mpalimoe n naeaaes runoff and IdYdls seed
O0eerrldndial.Il yr/ poaE9rp Wnn a crib k Ieapmnaded wbe
7Y AjA-mdrdaronce Nwf is ro De asbd7sled.
? dgaee and areas Nd wf/l tote mowad,th surface mg' D? refl raupry
,na toomu6A male mg' de used ro pmnoYe foretop d fle ln/ataae
After t?dl apa'Icdlar.?'?fdlav paadure fa arodDed pgoadfoalakrrg taro
ro add exuaaNe Mxlrp d hpearl kro Na aubsAk

CuNc cads d Taped! Repdrod fa Apprholrar ro various DepNa
01 Seed A?ae
z
5
6 ?
?
I&6
?
&M
VEGETATNE PLAN
SEE?N6 SCNEg1lE
SkddaaSlde OndRa,SkarolJdl
Bak Tyne PladlnO Role
af?ll Td?lfa f? l??ae
,ap?,ap..15-?J?at15 H?Camma: ass 12BI?a?ae
Junk-Aaq,l5 ?dfFewue Nrl ?IbsJaae
a s soda: lydrda m JB rl??
SfxRr !3d b &1
Na.r-Jun.! Salaea Lsprdezo (awrffredl 50 IDS./oae
rMa.l-Aa,ISI Aee raaiMfearnm w IasJare
fNa,l JOl a Add Wadip laropraae 5 IbsJacre
fMa.l-Jun301 a Add HHlumlleedd Cannon tbmcdgmaas 8 IbaJaae
Jun!-Sep,! 7dlfeeas'= 601DeJaae
4 BrowNga NlNd m J5 IbaJaae
a Sa¢erm-Sudan Hylrrda m JO IDslxre
Seel-Ma.! sarxa taepudeza
(adsdhd'yxwwrniedJ IOIDs./aae
INa.!-Ma.IJ AdddlADruzzrt?a E5 Saxe
CaslmCawavdlan E?girser a ShcCava'vdlm Sarvlx
la addmondlnlamaNa amxrdrp rib aNaxNvro fa
veyddfar N deeded seas TAe dsm vayaFdkn rdea are
noes wNa1 do wdlunda laoalaadlnasr rife arodfrg tale
amdfrgNas are pxelDk
mTenysray - Reroed aaoordlrp ro apBmun aeaaon fa
desired pR'maaN vabddlat Da nil dhw Mryaary agar ro
grow ova lE Imdse to klmldd'ae nawlrg,aMxwda/eeauo
may M anaded out.
SEEA'NG SPEGF£'OT?9N5
IJ Arlo raph aamrg Ja anprded,NN aoll in area ro De
seeded and prodad ro a depth d srx laJes.
Z Appy ayrtamaalltme,fertflrza,ard aupaylbaphde ro
dlsla6ed areas ro to vepetded,
90 /Da,llmesMs//?Ltl0 Sq.ft.f2 tar/aaol
35 IDe.N10-10 faNlfzer/N100 sp.Itfl5? IDs/sad
40 Ibs.508 aupxplns'p17k/1808 sp.7d1750 Ibe/sae)
3l Gale nnrieda trio ddr ro a dean a dx Indsa udn
surtax 1s adfam and free d brye dM dada
41 Seeding pamnsMprase,
JAlbs.KY-Jlydllroas/NXG ep.ff.NJ0lDslaaeJdurfrq
l? nraA711 May r5 a Nrpuf l5 Nragn
-OR-
3A 11xKY-JIld/feaaw and ED Ibd.amudryeprass/(C00
sq.ff.durrny Noverdar 15 tMaph FeA7dry IS
? INdaAeroded area wlk emu!lyrdn arrow d9u IDs/r000
ea.ftl2 lens/sad Speed udlamy. Aprarfmf(dyp/z
of Woad aurlax eDwM da vialde ro acid Nxkirq
audlyM ro aeedrrrpe. on aeae wMro fro greed
Surface epwls a exaxds a Sdakpe,oM k Me krona
d dl drdrw{s swaha,rod' mdcA wnh aapndt emu/alar
d S tale d 150 polaa eradslx Pa ten d draw.
61 MINoh sround sluDDwy' and trees oven pfx airav ro deph
d J rmNea.
71 Tarysrary nova
IA Ibe.Dravn hp MfM/IBOD eq.ft.Nq iMmph AlpualP5.
-OR-
IO lne,asudryeprada/1000 aq.ft.AupufE5 NraphApll.
CROSS SECTION SHOULDER SECTION
LOC.V. RESlDENTlAL ROAD
!B a PO fad Parorrod w1dM

toreador s'slnldda"
SEE C/L g p(rCyy
NOTE 2 ?.--EX f8d I-E fSEE NOrE I1
f PER Fr. P fR ?•
? ? sb'
?
B'A%'fSEE NblE D
NOTE hTHICKNESS OF 1-2 AND ABC fSTONEl SUBJECT I
TO CHANGE PER 5011 ANALYSES AND CLASSIFICATION ?? L
NOTE 2r USE 3d Flit SLOPES IF NECESSARY TO REDUCE /y
WASTE MATERIAL °
,
NOTE 3:USf CHANNEL LINER WHERE NOTED ON PLANS e ' °
e
. ?
NOTE 4: SfE PROFILES TOR SPECIAL DITCH GRADE
NOTE 3
NOTE 4
X?
QO
LLN
P
? I
Z?
OP
a°
U w
(? z
J
I 1 J J~
? UN
? QU
Z LLZ
CDJ
W Z'¢
_Z vai?
? z
Z o0
W wfz
a
A
Zi M
?w
? ?
q U
0 ?
? z
?z
oNo?
? R ? ?
pa d
QQ d C
Pa
=O
O?
(? Z i
? ??
O m ? i Y
`??$ J?N,
W J=?
??I ?.
??
W W w
W Wx??
?o ?
W
a ax ;
? ??
DETAILS AND
SPECrFrCAnONs
NOT TO SCALE
SHEET s
O

MULCHING DETAIL & SPECIFICATIONS
a?lap
Jan ahlpe Dy andw7ig
and arer rg.
M aMan'a,rdf ad ehlpe d nenfry padM ro Ne
dJrealm d Ilav and arer He adeaNe mxaA
CONSTJtUCr'!ON SPECIFICATNNS
FIBE1tiGlASS ROVING
INSTA!lATIQN OF NETTING AND MATTING
flbrpraae raM9 ra wowle rdo a glrndrroolpaaYape ao fhaNcan b Pnduaa deBlpnd ro rorlydaoarm dadd b rratakd fn aazrdaroa
cordlnuousry wnMram ream ib aeda udrg B wmJaaseed dr eJeaa, wNh mondaiura'a lrahuaraa. A7y and a danteHype podud used
Ralrg expardd Ma 0 maw dQaa flbr8 QB NCadadB rb adJmalax. a8 0 pdedhe Baroh BJaurd golds ONA' d d recd JOX d he
N ra draw awed error 0 8har neNarttldnN.la anJl b rooked WNh aepJar, BJrrBae whxe N JB apdred. JralaraNan i8 rlrudrded DaNxr.
Sproad ramp udlamy ova rfa arse a o tae d 025 ro OJS
la/aN yd AncM w1M apbJrimoedkrxy drat apdreroNatd a
rah d 025 ro 035 IbaQYd.
As a dariM Irdrg,ard a dbr dhs d aomsYraAd flow,nn rang
ma mud b furtbr andaed ro pewd uakrm'Nrp. n may b aeaaed
wNh states pdaed airdamle ro proahr nnn b narag 1b
dralnpewayand raMomy Nraghxd Ns wrdMWrrcl mere non
ro M apart. H on g4ian ro aMklrp,tb rang can b tuned ro w
dedtr d 5 hxxes a Me upgrade a'd and d irlavara d 50 frdorg
ne JagM d Ne alamel.
NETS ANO MATS
Na4s abn perprdh golds Inns mdahm aneervafrar dadNe and
aMy NMhd enahn prdeeNnn.Tlevdae,Mey oro uswly used M
cmJunrdlan wNh an apaa'a mulch such as ahaw.
L gaily rlmaferfrllzer ord Baed ache laylrg and nd a Bar. h
? ? ? r? ?reaubBed? n ? BD> ere InaFatNrp
2 Srort rnylnp na M fran na lap d Me MBad a shge aM uradl h
darn na grade. Nlav Mnrq ro Iq haaely err rb sdl dAwNhvA
wrfndea?do and aherol<
5 To aeaure the nd,dBy nn ad M B s!d a perch m leas
non s lodes deeprord wNAaarl,md romp nrmy. crops ne nr
slay !P IraMs aaoss He hg erd and Bray 3 n mead tb edpea
and aNMn Wbro P ahlps d M aro Mfd dde d' dde,Me adJawd
edges abWd b arlBaaed J rndBB and aPoded PopNdr. EaoA
ehlp d Mnnp sAddd dao b afap'rd darn rh aeder,avay 3 rh
W tar ahehdr na M wbn rpgryrrg sropos.
4, To Jdn pro ahlpscd s hendr ro arcFer fb std d ne rear md,
Overtop ne and d ne provlws rdllB rro'es,aB eMwn braxond
araOle awry I2 rnaee Just Mar ne amdar dd.
NAINTENAACE
Excgol wM wood rlbr dory fa uaed,ndnrg dadd aMmya b
Podafed error ne mdal Ward irM mB/ b spayed an tqe d an
indd/ed nr.
Yaa,rndudlrp'exMda'fword 11br1 Gantera,oro oaaidaed
prdadhe mukdeB aM mry b amrod alasam erodlde adlaaM
damp drnmes d the yr, Plae fb manlrq In lirm oaaaawnA
rb aVr and srode aeasaay.
frapeadl nNabs palodlatlryand arPor rdndama ro asst Ia riA
erMa,diskzHa,.a fafure.Whre eroelon le odrserrod,apay
aldhrorol mulch !ff wash?uf roaus,repllr ne afope? pp?ad4resBed,
and Mroidlanrla9Cadrruelrepxlfon udlrropararan fe Army
eeioQ'rahed.
LATERAL 'V' DITCH DETAIL LATERAL 'V' DITCH DETAIL
WITHOUT LINER WITH LINER
(Not to Scale) (Not to Scclel
FIII
FIII
Slope _
noun D t, Slope
d
roan O I t. Min. D = • Ft.
Min. D = • Ft. ?Iner Max. d = • Ft.
b = 3 Ft, b = 3 Ft.
Type of Liner = SEE PLANS
• DEPTHS ARE IFT UNLESS OTHERWISE "DEPTHS ARE IFT UNLESS OTHERWISE
NOTED ON PLANS NOTED ON PLANS
SPECIAL CUT DITCH DETAIL TAIL DITCH DETAIL
(Not to Scale) INot to Scclel
Natural
roan d p Ground
Front
\a
0f Min. D = • Ft.
D
Natural 3?
'S'?
Slone
? p Liner Max. d = • Ft,
Ground 2,y p F\
Type of Llner = SEE PLANS
Mln. D = I.0 Ft + DEPTHS ARE IFT UNLESS OTHERWISE
NOTED ON PLANS
M
s
RIP RAP
CONSTRUCTJWY SPECIfrCATN)NS
Sutprade Prapardlar - Preyare na au6prade la rlAroD ad rma ro me regdrod
rlnes and p?B eABVn on Ne dana, Cagzd ay fln n?ulrod fn He atlprBde
ro a dare/ry mdr1? Mdd Me awraadfrq uMrdurbd m?feida arorriA
deproaalaa wllfr rlpprr? R?mae bruaAhe?a? BM dAr aD)a
malaid. Cd rb auoprade BNrrdedly deep fAdNp ndaA?d orada d rro rlprav
will b dfb eMeYm d rb aurraBdrnp sea. CMnMa darld b exawled
ln?ae dd? a?ddp Hs rpm nib 1 a? u lldahed
Sand and trNa dmld - Place th Na dmeYer 1Baadiddy dhr he
farndaNaa a Fa arerspead Na eMa In a udram kyx ro
lerwbNM MNmamrxl? ? aro ? d rrNa maerld ra uaedaOread Ra
?? ?d???al 2 Ia??iDo a ua'Ia qro ? m
Ne amrlap Gary >h3 updroari erd d fAe ddrr a MNmxn d l?nahes Mav
wound and wM day Me kxa ward d ttsgc?bfA a ax wNh Her
awe re ro ? rP'? ad rxWr Ner?ehl5' o?ddld?? N?rO '
d flthr ma'ararwnh a MMmrm axf? d IP rndee award t?e ? aoa
N exhaxNe damp la auepaded,ranarm and regace nq edrn ahd.
Whre large stone ere used a aaaNne pkwerHla dNrlouN,a ?-Inch faxror d
nn prar?rofya?ea?d mg' ha neededpt'oapprded Hs nNer ddA yy
d ?Plf Na, Pbae I ap w N nN ram?ad rd as ?d' atone wtth
d mldmum d wide. b dedred dlaDrldNlar d ? wows may
b o5ralnd ly eMdNe Iwdfrp d rb quarry ad aodrdhd np dump
nonraldaumd?aar?fo?ry? rlpnp ro Ne rWllMckropB b aperaWan m nrdace
flstaa?er?za? 7 de ?'eroah ?a a ? motfnde ?ao? repre?m d
na ataas. °?° nP P?rp
Tb IlMded dp emuld b froe d paAere d aMl dose a dudaa d krpa
may b neaBeory ro adHee n. papa ddndNran d
alone dzes ro B relaNvxM amadhud/an aurrdae, Tb ndahd prgde
?? rlaaD b ?? wNh th eara(Mlrg ana Na awrralla P'drua/m d
MNNTESMT AWM
Gaped owners d ropNa ldawla as wort a arla raddnad mote rapdra
DrueGNY• pro epeurd anaWon ro Ne adld ad idd rood a?mdrq ad
wpm cmadrded llawalednaas CardUy cheat akW d
f?aAa?a?aafe,?? ?lv peraHar ? Ito n?a rIn?fnara
wary
fkw. Cadrdd ?ro p aM herceded?rnm?ne?aadla?-cant
LEVEL SPREADER DETAIL
CROSS SECTION
Mdard Varbde
eropkd rn
-- -- 6'Mn
? ?
--
I?C7 I I --
?! I I
d apeader Corn ?I I
?NSTiNN,7'AN SPECN'?ATIONS
LTb maHlrp BhaNd b B Mdmum d 4 nwlde adendrrg 61rcMa amt fla /lp and
dxled 61m9eB deepln d wrNaahenM on NW lower edge, Rs upper edge dau1O
dAr epalMraaadryy aRad ad b oecurey hMd In dace w1M Chmely apoce bay
dory wrro atadee /P rncles Iaq.
E Eronae nd Me epeada Ifp fa rewr ra urdram aprndrrg d atom rundr.
iCdarruana rewraprouda an undralwlred xYl Mdnn rrNA
a Caalna a eG+t ha¦Nron eecNOn rra„ nx eherdon aiamd ro dad 8mcdny ro
Na wrdrh and dgah d ne apeoda.
5,WapaaB rundr Iran ns epeada aaosa a pogo staarnzed elope rdro exceed
rO%Iroke sun tb dAee ra aurridaMry amoaA ro kego ?lar fran arxadrannR
6.Irmndlddy afld Na avahuaflar,appoplady seed and mddr nil edrro dralabd
aaB d fb aproada.
MNNTENANCE
In?eakwralxeddae dta awry raddludNvepeFdfon le edaANebd,and pafgny
mate raaded ngdra. XM na area Jas ben daGllzed,make palcdla rroyearaa
and keep w9eNNron M a hedlyvigaaw avdrnm
OUTLET STABlLIZATlON STRUCTURE DETAIL
tawnan sro orar case a'amda rrnl RJ nnJ Lo mi wNrn wa?rti ran Fltta Faarla ran
RNNrItEE ORNE ,V+pS A A 3 ro 6 IP f6 15 Ir5 l 9
RAWTREE ORNE 20+00 A B 6 ro IS 25 12 9 25 !6 36
RNNTREE ORNE 27+94 A A 5 ro 6 r2 Ni 6 J5 7 Ni

oErac a
WI -
A
rarrwara < 05 w
T
0
FINa Fad1c
Sedan A-A
Prpe orator ro FId rVeo
wm, wo aerrr?a croTdrel
? +la
wr-
A
L
SLOPE I/ye'OR PUTTER
7ahmla) 05 Oo
0
H
FINa Faarlc
Section A-A
N = Rfp Rap ro 7qa d JNpe fMax.H = 0 + TJ
T- P.T CraBe B RID RapUMoea OJbrwf? Shan On Plane
T- Ircroea A Rrp RaAUrdeee Offerwrae shim On Plaro
OOVSTRUCTIQV SPECJFh;rPrOJIS
1. Enaae nal ne euaprade lane flbr and rlpap fdlawa ne rogdred ttne ad grades shorn
In Ne don CaatzdarN rrN repdroB' In Ne Buaprode ro mr dearly d ne ewraNdlr?gg urdlahnded
mahrld.lar arena rn ib mode m uMlduraed adinwd dm b fllbd d/ Maeaelnp tM
rlpap M'atnesa
2 Th rrpap and prow?lNler moat aalam ro ne apedfled pradlnp Ifmna dawn m Ne pane.
J, Fltta ddlvwAaa used wad aeN dad reprrramede and b prgxrry Fran
pwwfdrg a learrg dal Irordlarlan r cry daBxge Dy remwrnp?7 /rl and
?? ane?d? ?? 1a exta?arga? ?n rnlla da?ah
? Rrpop mo)r b dared b/ egdpBed,dd rake mro ro wad danpUp tb rrrnr.
5. TJe Mdmum fldatnss d IM rlpap deWd b !5 rimes ffe Baxrnrm don dlamtfa.
,gym owlet ro welt-a?rr?a cAarN?r
po + OALa
Xpny w?w?a?and wasNd ePona NsbuM b I,ard,agular,
r}? anatbda amid mrer?nh?fhercr?vr? sea ? all??dar?M ?
e?? ? rMgm N?o rya ?r ro rN ??ox ??xadY
alga aOr?
9. MeedrdMy dror caatnMrmdaNNze all drahated areas wAri wpNanaa
MaNrENavcE
! rlpop aukr a/ruaures dter tans ro see U ma' aodan arwrd a
Maw l? rlpr? has takai dwe a tf efaros lore ben dlabdpad. ImradlaM'
needed rawln ro proved lurthr 4amape.
XD
QN
?a
?a
N
Zm
ao
U i
J ??
?? O
? }m
ZN
C?
Z LLz
? ??
W 3a
Uz ??
z
Z o0
w ?Z
? ?
U" a ?
za ?
?y 0
?g
Q
r?e? ???
h? ? y
? z?
?z
H
pq d
0 °i E
CA
?o
`? a
(? 2 a
?ti
a O?az
`rso'?NJ?i
W
? ?cn??.
o:
W W
W
a.W W=??
?o
?W
a 'cz 3
k ?4
DETAILS AND
SPECIF1CATtONS
NOT TO SCALE
SHEET T
U
U
TEMPORARY SEDIMENT TRAP DETAIL
PROFILE SECTION
CONSTRUCTION SPECIFICATIONS
I. ClwWrub and strip the area under the embankment cT pNVeyetati n and
roat mat Remove dl surface earl aaAz o Na of wgaYa mafhr
and ateokplle r d/span of li pony. ttas a// obbeaitandie maferlol to the
designated d1spoea/ores.
2. Ensure it& fill malrlal for He embactnwt is free ?or
rade woapv vap�alloro
oa 9 and objectionable mdorJd. P/exceed
oae tis fllJ in Nffe nasi fi
allow for aetflnnert. It. Over fill Its embankment 6 isles to
J. Construct the OfAw sedlon In He ambankowt, Protect Hee con ewon
6&Wm He riprop and the ad/ from piping /b' uslnp /lifer fabric r o keywg�
adaff traah between the riprop atnxdure and tin oar/.
its sp - Place No� fabric m op and soli Extend Ms fabric across
and to the tap of the donor
fop°up lie keyway
td a M along ant Hredamat. sthe a
hould oundation
/east 2 ft seep and 2 ft wide wllh Id aide s*se.
4. Clear the
sediment de=pond. Tea below the dovallon of the real or tie apilway to facilitate
5.
All at and f1118*66 should be 24 or fMHer.
& Ensure Het the alae (drdn1FeJ section of the elrbohtnetd um
has a ntlnim
bottom width of 3 ft and moxno aide slopes of Id that extend to the bottom
of the WtAvay section,
7. Construct its drIaum finished stove sp//way bottom widhas shown on the
Plans, with 2d aide elopes extend/ to the top d fin aver Filled embankment.
K the tNckneaa d tin sides a%the ap�ouNat structure at a mintmum of
P tai' s. The weir oust be /"and to grade to assure
design capacity.
TEMPORARY DIVERSION DITCH DETAIL
w& Mderlol used In the Mc m awd/on ahauld be a wall-yraded rdduro d atone
with a d50 size or 9 inches (class B eraelon control atone Is reommalded) ad
o�m=WXIIs hIalone size of /4 NOW& The atone may be moaNne placed and the
!ur ngu worked oto the voids of the larger stases. The atone stculd be
a
lord �le gm
N weather-red8tant.
9 Ensure that th sine ��rr &% auitd sed/ar extends dawnetream poet the to
r the aroantmat until etude aadit/as are reached and outlet vsleoity Is
ac,
ucn Me for Hom s MOVI g aireKeep the aha of Mato
e ne culler Saxon
fl with the surrounding ground and shape Ne cantor to cofine its outflow
streaft
hf wll ret /-0 by assb a areas, l.ocda bypass auNefs so
11. Sfablltze tla artlankmwt and oil disturbed areas above the sadlmevt pod
and downstream from the trap immediately after cxetrucifon.
/2 S/qw tin disk= from the rup of the a#mvq to Hs sed/ment declot
/evwl fes -half the design dept on the plans and mak It In the fldd.
MAINTENANCE
lnsaad tarpara3' ssdlrtart Mope dyer each nar/ad of signifieat rainfall. Ron"
seacaid Oiler to the daessIgn, a/a/nOf No mWons#4%P� �l�tl�la
rwaW in the designated d/spots area and replace the ountamhated parf of
the grovel facing.
Cheat the structure for damage from eradon r fig PeriediodN steak Hs
daplh of the ap/way to eraure It is a mrdmum fig fY blow He taw point of
to endankment. Imrnedlate fill my aettlMnxV at the ambankaent d aI
above design grade. AW rJprop d Wood from the apJ/Mroy muaf be n oted
i~101ey.
After all sedinsnt-producing areae leve been stabilized snare Hs
structure and all unstable sediment. SnWh the area to end with tie adldMng
areas and aWllze propery.
COMPACTED SOIL
—� 2' MIN/MUM �-.---
FLOW
MIN//MUM
1
6'TYPICAL
CROSS SECTIONAL VIEW
CaNSTRICTION SPECIFICATIONS
I. Remove and A-epery diapove of all trees. brush stuffMand other ablaXonable material.
P- Ensure ihd the uarnimam constricted Toss switch nada at/ tedggnn ragWremaMa.
J. Ensure ihdThe fop at' Mw dike Is nor low d AID' /opctnt than th design elevation plus rtes speclflad aetHamert.
4. Provide sedfldat roan around dlverslaa to Arndt maws ragradlrg and deaaW.
5. VegaM/e !le ridge Immedloldy offer construction, unless it w!l/ remmin !n plana leas than 30 wrking days.
&Use temporary Itnener ware noted ar plane.
MAINTENANCE
/nsped lemparory dharslo s axe a week and after e�ry� rdrfall. Immedlatdy remove
8901111010tist frau flaw area and repair tin diversion ridge CaraaffWal�yr deck outwe and oaks
He
r%� antis dsneeded. t � � rprotected� l� poropriastabilize it
TOP AND
SHALL BE
TEMPORARY SILT FENCE DETAIL
4. Support standard strength fflter fabric by wire nosh
fastened nwrey to the updope side f the posts using
d the wire Mean support toIns ba of No
tra &
FILTER FABRIC5. When a wire meek au fence is used, space
COMPACTED FILL d A'ans shauld be
recur* nto the Vwnd�fi SuAnart� of 16 Inches.
& Extra strength filter fabric with 6 -ft past spacing does
_ flat rwre wire mesh support fe ws. Staple or wire the
8' i INV fabric directly to pasts.
7. Excavate a french opprox! times wide timwide and
L i 8 /mare deep slag tie proposed line of pasta and
! - H upslape frau He barrier.
EXTENSION OF FABRIC AND
WiRE INTO TRENCH
CONSTRLCrIll SPECIFICATIONS
MATERIALS
h Use a W thetic filter fabric or o lois sheet of patyprq� /rim
payeeter.Or pdyeWNW yorgwhIch l8iertlf/ed by the manufee�x or
suppler ae cofarndig to its reguirerneris a/pwn in Ne tuft below.
4~0l provide a� aWc � awft nWlrov/dd ray IMdhra and SwIlzerste
at a teunlpardure rage of 0 to 120 degrees FF egavared usable construction tit's
2 Ensure that pasta for sediment fenws are sitter 4-Indr dfometer pip%
2 -inch diarstr aok.or 03 /b//lnear ft sled with a adntmmn length of 4 ft.
Make sure tint vied pasta have proladfas to facilitate fastening the fabric.
3. For rdrfaroemsnt of standard atramgth ffitar fabrlc.us, wire fence with a
m'dmam 14 gape and a maximum mash spacing of 6 hales.
C0NS77RXCI70N
I. Casfruat Hs sediment barrier of standard shwVlh or extra strength
si~0 rmvr fabrics.
d� the and aurfooa (ht Of igher
aedloW fence dare W exceed 18 lodes
srffldant to own failure of Hie trurturat impound �� d water
I Ca ftW the ffi r fab7o from a aatfmxus roll out to the /agth of tin
f�to ofsuWhen��Masten h
oldh a* apport wlthaerl�
PLYWOOD INLET PROTECTION FOR
STORM DRAIN UNDER CONSTRUCTION
Trench--,,
rench Upstream End of Storm Drain
l/3 Pipe
Domeier
Bury Bottom of Plywood 3/4' Extorts Plywood
8. BaaIYNI the trench with cnnpoded sop or gravel plaaed
over He filter fabric.
9 Do not affaah filter fabric to existing trees,
MAINTENANCE
I aadlfwt fences of least once a week and
after each rainfall Make any regufred repolra Imnedld*
Shxdd the fabric of a sediment fence actlapsateor,
decanpase or become lrefrooft replaoe it prwpty.
Replace burlap every 60 dols.
Remove sed/ment deposits as necessary to provide
adequate storage volume far Me nextrdn and to reduce
pressure on the faros. Take ears to avoid underiWrdng
the fence during dwmfir
Remove dl fencing mderlo/s and unstable sediment
deposits and bring He area to grade and slabillze Itafter
He wdrlbuft drainage area has been prcpry stabilized.
STRUCTURAL SroN
OVERFILL 6'
DESIGN
85X (ntn)
Standard
FOR SETTLEMENT
NOTES, SETTLED rot
M/N_i
Extra 51r
STRUCTURAL STAVE SHALL BE STONE
50Ib/))n In fminl
Slurry Flaw Role
FOR EROSION CONTROL CLASS 'B'AND
SHALL BE PAID FOR AT THE CONTRACT
�9
UNIT PRICE PER TON 'STONE FOR5 M .F/LL
.`b 89� �� 4 8.
EMERGENCY BY-PASS 6'
EROSION CONTROL CLASS 'B".
BELOW SETTLED TOP OF DAM
SEDIMENT CONTROL STONE SHALL BE NO 5 OR
WEIR LENGTH
N0.57 STONE AND SHAH BE PAID FOR AT THE
CONTRACT UNIT PRICE PER TON 'SEDIMENT CONTROL
PLUS 5 FEET
FOR POOR DEFINED CHANNELS
NATURAL GROUND
STONE!
DRAINAGE AREA WEIR LENGTH
DIKE MAY EXTEND ALONG MORE THAN ONE SIDE OF
CROSS SECTION
(ACRES) (Fr)
THE TRAP AREA A TOTAL SEDIMENT STORAGE
l 4D
VOLUME OF 1800 CUBIC FEET PER ACRE OF DISTURBED
2 60
AREA SHOULD BE PROVIDED. SOME OF THE REWIRED
3 8D
VOLUME MAY BE PROVIDED BY OTHER UP OR
4 /OD
DOWNSTREAM CONTROLS. AN UNDERLAY OF
STRUCTURAL STONE WITH FILTER FABRIC MAY
5 12D
BE REWIRED BY THE ENGINEER. PAYMENT SHALL
BE MADE AT THE CONTRACT BID UNIT PRICE
PER SQUARE YARD.
CONSTRUCTION SPECIFICATIONS
I. ClwWrub and strip the area under the embankment cT pNVeyetati n and
roat mat Remove dl surface earl aaAz o Na of wgaYa mafhr
and ateokplle r d/span of li pony. ttas a// obbeaitandie maferlol to the
designated d1spoea/ores.
2. Ensure it& fill malrlal for He embactnwt is free ?or
rade woapv vap�alloro
oa 9 and objectionable mdorJd. P/exceed
oae tis fllJ in Nffe nasi fi
allow for aetflnnert. It. Over fill Its embankment 6 isles to
J. Construct the OfAw sedlon In He ambankowt, Protect Hee con ewon
6&Wm He riprop and the ad/ from piping /b' uslnp /lifer fabric r o keywg�
adaff traah between the riprop atnxdure and tin oar/.
its sp - Place No� fabric m op and soli Extend Ms fabric across
and to the tap of the donor
fop°up lie keyway
td a M along ant Hredamat. sthe a
hould oundation
/east 2 ft seep and 2 ft wide wllh Id aide s*se.
4. Clear the
sediment de=pond. Tea below the dovallon of the real or tie apilway to facilitate
5.
All at and f1118*66 should be 24 or fMHer.
& Ensure Het the alae (drdn1FeJ section of the elrbohtnetd um
has a ntlnim
bottom width of 3 ft and moxno aide slopes of Id that extend to the bottom
of the WtAvay section,
7. Construct its drIaum finished stove sp//way bottom widhas shown on the
Plans, with 2d aide elopes extend/ to the top d fin aver Filled embankment.
K the tNckneaa d tin sides a%the ap�ouNat structure at a mintmum of
P tai' s. The weir oust be /"and to grade to assure
design capacity.
TEMPORARY DIVERSION DITCH DETAIL
w& Mderlol used In the Mc m awd/on ahauld be a wall-yraded rdduro d atone
with a d50 size or 9 inches (class B eraelon control atone Is reommalded) ad
o�m=WXIIs hIalone size of /4 NOW& The atone may be moaNne placed and the
!ur ngu worked oto the voids of the larger stases. The atone stculd be
a
lord �le gm
N weather-red8tant.
9 Ensure that th sine ��rr &% auitd sed/ar extends dawnetream poet the to
r the aroantmat until etude aadit/as are reached and outlet vsleoity Is
ac,
ucn Me for Hom s MOVI g aireKeep the aha of Mato
e ne culler Saxon
fl with the surrounding ground and shape Ne cantor to cofine its outflow
streaft
hf wll ret /-0 by assb a areas, l.ocda bypass auNefs so
11. Sfablltze tla artlankmwt and oil disturbed areas above the sadlmevt pod
and downstream from the trap immediately after cxetrucifon.
/2 S/qw tin disk= from the rup of the a#mvq to Hs sed/ment declot
/evwl fes -half the design dept on the plans and mak It In the fldd.
MAINTENANCE
lnsaad tarpara3' ssdlrtart Mope dyer each nar/ad of signifieat rainfall. Ron"
seacaid Oiler to the daessIgn, a/a/nOf No mWons#4%P� �l�tl�la
rwaW in the designated d/spots area and replace the ountamhated parf of
the grovel facing.
Cheat the structure for damage from eradon r fig PeriediodN steak Hs
daplh of the ap/way to eraure It is a mrdmum fig fY blow He taw point of
to endankment. Imrnedlate fill my aettlMnxV at the ambankaent d aI
above design grade. AW rJprop d Wood from the apJ/Mroy muaf be n oted
i~101ey.
After all sedinsnt-producing areae leve been stabilized snare Hs
structure and all unstable sediment. SnWh the area to end with tie adldMng
areas and aWllze propery.
COMPACTED SOIL
—� 2' MIN/MUM �-.---
FLOW
MIN//MUM
1
6'TYPICAL
CROSS SECTIONAL VIEW
CaNSTRICTION SPECIFICATIONS
I. Remove and A-epery diapove of all trees. brush stuffMand other ablaXonable material.
P- Ensure ihd the uarnimam constricted Toss switch nada at/ tedggnn ragWremaMa.
J. Ensure ihdThe fop at' Mw dike Is nor low d AID' /opctnt than th design elevation plus rtes speclflad aetHamert.
4. Provide sedfldat roan around dlverslaa to Arndt maws ragradlrg and deaaW.
5. VegaM/e !le ridge Immedloldy offer construction, unless it w!l/ remmin !n plana leas than 30 wrking days.
&Use temporary Itnener ware noted ar plane.
MAINTENANCE
/nsped lemparory dharslo s axe a week and after e�ry� rdrfall. Immedlatdy remove
8901111010tist frau flaw area and repair tin diversion ridge CaraaffWal�yr deck outwe and oaks
He
r%� antis dsneeded. t � � rprotected� l� poropriastabilize it
TOP AND
SHALL BE
TEMPORARY SILT FENCE DETAIL
4. Support standard strength fflter fabric by wire nosh
fastened nwrey to the updope side f the posts using
d the wire Mean support toIns ba of No
tra &
FILTER FABRIC5. When a wire meek au fence is used, space
COMPACTED FILL d A'ans shauld be
recur* nto the Vwnd�fi SuAnart� of 16 Inches.
& Extra strength filter fabric with 6 -ft past spacing does
_ flat rwre wire mesh support fe ws. Staple or wire the
8' i INV fabric directly to pasts.
7. Excavate a french opprox! times wide timwide and
L i 8 /mare deep slag tie proposed line of pasta and
! - H upslape frau He barrier.
EXTENSION OF FABRIC AND
WiRE INTO TRENCH
CONSTRLCrIll SPECIFICATIONS
MATERIALS
h Use a W thetic filter fabric or o lois sheet of patyprq� /rim
payeeter.Or pdyeWNW yorgwhIch l8iertlf/ed by the manufee�x or
suppler ae cofarndig to its reguirerneris a/pwn in Ne tuft below.
4~0l provide a� aWc � awft nWlrov/dd ray IMdhra and SwIlzerste
at a teunlpardure rage of 0 to 120 degrees FF egavared usable construction tit's
2 Ensure that pasta for sediment fenws are sitter 4-Indr dfometer pip%
2 -inch diarstr aok.or 03 /b//lnear ft sled with a adntmmn length of 4 ft.
Make sure tint vied pasta have proladfas to facilitate fastening the fabric.
3. For rdrfaroemsnt of standard atramgth ffitar fabrlc.us, wire fence with a
m'dmam 14 gape and a maximum mash spacing of 6 hales.
C0NS77RXCI70N
I. Casfruat Hs sediment barrier of standard shwVlh or extra strength
si~0 rmvr fabrics.
d� the and aurfooa (ht Of igher
aedloW fence dare W exceed 18 lodes
srffldant to own failure of Hie trurturat impound �� d water
I Ca ftW the ffi r fab7o from a aatfmxus roll out to the /agth of tin
f�to ofsuWhen��Masten h
oldh a* apport wlthaerl�
PLYWOOD INLET PROTECTION FOR
STORM DRAIN UNDER CONSTRUCTION
Trench--,,
rench Upstream End of Storm Drain
l/3 Pipe
Domeier
Bury Bottom of Plywood 3/4' Extorts Plywood
8. BaaIYNI the trench with cnnpoded sop or gravel plaaed
over He filter fabric.
9 Do not affaah filter fabric to existing trees,
MAINTENANCE
I aadlfwt fences of least once a week and
after each rainfall Make any regufred repolra Imnedld*
Shxdd the fabric of a sediment fence actlapsateor,
decanpase or become lrefrooft replaoe it prwpty.
Replace burlap every 60 dols.
Remove sed/ment deposits as necessary to provide
adequate storage volume far Me nextrdn and to reduce
pressure on the faros. Take ears to avoid underiWrdng
the fence during dwmfir
Remove dl fencing mderlo/s and unstable sediment
deposits and bring He area to grade and slabillze Itafter
He wdrlbuft drainage area has been prcpry stabilized.
STONE FILTER INLET PROTECTION FOR
STORM DRAiN UNDER CONSTRUCTION
Upstream End of
SW Fence Past Storm Draln
erflow
l/3 Pipe
Diameter
Washed Stone Flltef ardware Cloth
Across Pipe Inlet
X �
LL N
Q
N
_T
O P
2 O
a i -
U w
J a�
Y ) a >-c`0
N
C7
5
7uz
G�
L.LIiQ
U z W�
z
J LTJ M?
O
O J
� cc i
� L2 is
I
OftLLJ CrLLJ
W LZ it
C)z CL
DETAILS AND
SPECIFICATIONS
NOT TO SCALE
SHEET 8
Phyatcd Properly
Requirsnanta
FlNrfng Effldaxy
Trills Strength
85X (ntn)
Standard
at
20X rmaxJ £longation
30 )b/Nn !n ( n)
Extra 51r
50Ib/))n In fminl
Slurry Flaw Role
OJ galtag ft/m!n rmNN
STONE FILTER INLET PROTECTION FOR
STORM DRAiN UNDER CONSTRUCTION
Upstream End of
SW Fence Past Storm Draln
erflow
l/3 Pipe
Diameter
Washed Stone Flltef ardware Cloth
Across Pipe Inlet
X �
LL N
Q
N
_T
O P
2 O
a i -
U w
J a�
Y ) a >-c`0
N
C7
5
7uz
G�
L.LIiQ
U z W�
z
J LTJ M?
O
O J
� cc i
� L2 is
I
OftLLJ CrLLJ
W LZ it
C)z CL
DETAILS AND
SPECIFICATIONS
NOT TO SCALE
SHEET 8

m
m
TEMPORARY CHECK DAM DETAIL
EARTHWORK SUMMARY
EXC (CY)
EMB (CY)
EMB (t207)
RAINTREE
3307
2782
3338
SMOKETREE
550
370
444
f/FT
,vFr
TOTALS
3857
3/52
3782
VARIABLE
WASTE
75
such that
A mW B arree dr equd ebvd/arrfft
DRIVEWAY TURNOUT GRADE
CONSTRUCTION SPECIFICATIONS
1. Plane atm to Ns Ilnw and dimwekw shavn In t/s Wan on a flNar fobr1c
fwwaNati
E Keep t/s oenVer 1%=,=19 Incilms bokw nMurd praund bvel
w/sro tAe dam shore
3. Edend alas d leael /5 M ih dNM Banta ro keep overf/av wMer
tram undxaANrq Ns dam as re�rrirs tM dgrvsl.
Sd �paa�nD Ddwoen dais ro awvs lld tM eVowaNan at Its tap of HelaWef OaII! !8 HIe SOme a8 HIe Ale p4Yld/al 0/ NA upper dm
S PrMrd Ns ohomo/ dawnedrsan Iran tls Favael cMck dae outdo lrg
ffid wder wlli flow over and around the don
G Make sure Not Its dweW rsoah ab" Ns moat upaheom dam /a atnd/e
7. Ensure that dome/ Buri oa wW aWranow Bela✓
Mack dams.are nd nub edro donroys or Nooko7e from dlWkcad ah> w
MAINTENANCE
Inepad dsok dame and dWvWs for damope ofbr each rwW eved.
MNdpde subraV we and d4w&Ww ab" He deak dam and erasion
from Ngh flava arm d #a odgw ef the dam. Carroll Ml damage lnwWl
N ai Icnrr araatan acaxa dam liner In
a prded a riprop linn
not paNan oI Ns dome!.
Rmwe sed/mertmaamrlded berrnd He dans w noded todwap �p�revaM
Mom M k don- dprevxrlarge f/ays 'I
o? aedl. air tM
dam Add atasa ro dame ae rosded ro mddMn dealpn Is/p/tand wase aedlon.
SIGHT TRIANGLE DETAIL
�70' 7V
rR/W
L�-— J
R/W -
OFFSET CUL-DE-SAC DESIGN
THESE TYP/CAL4 MAY BE LEFT
OR RIGHT AND MAY BE BUILT
WITH AV RIGHT-OF-WAY
RECOMMENDED ROAD CONNECTION
NEW LOCAL RESIDENTIAL ROAD OR RESIDENTIAL
COLLECTOR AND EXISTING STATE MAINTAINED
ROAD WITHOUT CURB AND GUTTER
STOP CONDITION
NOTE, R/W R/W
MW�IONAAL R/W MAY BE W
µ %S� E
W�2
30 R
MIN i SM,HT TRIANGLE ?YP!
R/W - ' R/W
I 3a R
EDGE OF PAVEMENT
STOP
EXISTING ROAD
EWE OF PAVEMENT q�E �q�E gE
i� A A E D AIN Btl'ONDE HE , -OF-i REOUWAY D
SYMMETRICAL CUL-DE-SAC
NO CURB AND GUTTER
P
� 9
2D" 5'
2S R I I
59 R11N
� I
I5' I 1
I i
I i
I I
I I
I I
I I
I
I
SLOPE AS REOUIRED
I
SECTION A -A
X U)
Q N
d{ �
N
Z aD
o m0
a ti
I^Y�' U Z
J
CL >_00
N
z
Z U -z
GAJ
W za
W tr
z
CLF
-
z ^ z
i ' z roz
\-JW m?
DETAILS AND
SPECIFICATIONS
NOT TO SCALE
SHEET 9
B' -O'
5'
3'/Fr
Vi'/FT
Ir: /PT
f/FT
,vFr
�' vPT
VARIABLE
IV -99
O
PAVEMENT
ShgVLI)ER
WIDTH
WIDTH
SIGHT TRIANGLE DETAIL
�70' 7V
rR/W
L�-— J
R/W -
OFFSET CUL-DE-SAC DESIGN
THESE TYP/CAL4 MAY BE LEFT
OR RIGHT AND MAY BE BUILT
WITH AV RIGHT-OF-WAY
RECOMMENDED ROAD CONNECTION
NEW LOCAL RESIDENTIAL ROAD OR RESIDENTIAL
COLLECTOR AND EXISTING STATE MAINTAINED
ROAD WITHOUT CURB AND GUTTER
STOP CONDITION
NOTE, R/W R/W
MW�IONAAL R/W MAY BE W
µ %S� E
W�2
30 R
MIN i SM,HT TRIANGLE ?YP!
R/W - ' R/W
I 3a R
EDGE OF PAVEMENT
STOP
EXISTING ROAD
EWE OF PAVEMENT q�E �q�E gE
i� A A E D AIN Btl'ONDE HE , -OF-i REOUWAY D
SYMMETRICAL CUL-DE-SAC
NO CURB AND GUTTER
P
� 9
2D" 5'
2S R I I
59 R11N
� I
I5' I 1
I i
I i
I I
I I
I I
I I
I
I
SLOPE AS REOUIRED
I
SECTION A -A
X U)
Q N
d{ �
N
Z aD
o m0
a ti
I^Y�' U Z
J
CL >_00
N
z
Z U -z
GAJ
W za
W tr
z
CLF
-
z ^ z
i ' z roz
\-JW m?
DETAILS AND
SPECIFICATIONS
NOT TO SCALE
SHEET 9

101
OCT 2 4 2003
INRTER uAl_iR "GTIO
APPROXIMATE LOCATION OF THE
l00 YEAR FLOODWAY AS SCALED
FROM FEMA FIRM MAP, SEE SITE DATA.
is I
i
CAKE GASTON I EIP
\DR
LEGEND
RI
15�,yE,P.co�
VfMEI�, C ;rE llW�r�
V.E.P.CO. IiI — '� �-D(CE 710pF BAI�yV �, I
LAKE GASTON Yf + 1 1
DB 208, PG 26 / ^�� - .' '' r - "-^' 1 1
TRACT - W6
EXISTING LAND USE.
RECREATIDNAL/'✓/q^--"" �j
9RticKcTRdRO"'�
RO
/ ' t �PLPOCAX
( f
i
JJ , ,OF
OR OUT"
7' ;; ✓ 4va ,PLACE �---
I P Ph 60 \ I`
I
°
MAJOR CONTOUR — --.- —,- 00 ._- __ _._.,
EXISTING y
r1- LAND USE:
DB 663, PG 696 /
TRACT + 1, PC 1, SLIDE 102-A, PLAT 5
MINOR CONTOUR ------ --- - --- ------ -- -
MA1 /AANA�I(PKNJ
G 6 2 1 I
i
EXISTING LAND USE. RES/DENTIAL
4 TRACT •2, PC 1, SL
A,L7� 5 I II
PROPERTY BOUNDARY -- --
1
I
I ^/L PICKLESR ANT ROAD
---__g-
EXISTING LAND USE.
RR££5S/OENNNTI L
LLJ ?¢
N�
z v)
IILOTTlE
HARRIS
(._.J
W rn_z
I
sirE
11c,
D8 732, PG 721
LOT 21
Sq /,isy I
1
SR /fps
H
b
EXISTING LANE USE.
M I
I,I
RESIDENTIAL
1
NC 903 ti 2 k
I
IIIII
I I
III I
�
3 2
I
it
VICINITY MAP (NOT TO SCALE)
4-,!
RI
15�,yE,P.co�
VfMEI�, C ;rE llW�r�
V.E.P.CO. IiI — '� �-D(CE 710pF BAI�yV �, I
LAKE GASTON Yf + 1 1
DB 208, PG 26 / ^�� - .' '' r - "-^' 1 1
TRACT - W6
EXISTING LAND USE.
RECREATIDNAL/'✓/q^--"" �j
9RticKcTRdRO"'�
RO
/ ' t �PLPOCAX
( f
i
JJ , ,OF
OR OUT"
7' ;; ✓ 4va ,PLACE �---
I P Ph 60 \ I`
I
°
.....,
l -7-
EXISTING y
r1- LAND USE:
DB 663, PG 696 /
TRACT + 1, PC 1, SLIDE 102-A, PLAT 5
JOHN E. CHAMpI!`iM-.
DB 6
MA1 /AANA�I(PKNJ
G 6 2 1 I
RESIDENTIAL I r'
EXISTING LAND USE. RES/DENTIAL
4 TRACT •2, PC 1, SL
A,L7� 5 I II
Z tai z
1
I
I ^/L PICKLESR ANT ROAD
---__g-
EXISTING LAND USE.
RR££5S/OENNNTI L
LLJ ?¢
z v)
IILOTTlE
HARRIS
(._.J
W rn_z
HOLLIE HARRIS
I
D8 732, PG 721
LOT 21
1
PC 1, OL 85, PL 2
EXISTING LANE USE.
RESIDENTIAL
I
I
1
I
I
FLEMING DAIRY ROAD
SR /365
60'PUBLIC R/W
X G
laa. N
Q
dS �
N
Z O
a ti
I T/E TO STATE GRID STATION-ROCHAP'
w
00 ATE Sr
N 991,76/.89'
JJo
Y 1
TAX MAP %-4-A, PARCEL 50 6 51
MAP BOOK l 1, PG 63
/�
CL >-oo
S 2^ 43' 16'E
zN
I 1513.96'
I
I
Z tai z
1
I
I ^/L PICKLESR ANT ROAD
---__g-
� C7J
U
LLJ ?¢
z v)
z
(._.J
W rn_z
I T/E TO STATE GRID STATION-ROCHAP'
00 ATE Sr
N 991,76/.89'
SCBE
E 2,3/9,456.60'
TAX MAP %-4-A, PARCEL 50 6 51
MAP BOOK l 1, PG 63
HOPoZONTAL GROUND DISTANCE
OB 208, PG 261 (V.E.P.CO. DEED)
S 2^ 43' 16'E
DEVELOPER:
I 1513.96'
I
I
RA/NTREE DEVELOPERS LLC
1
I
I ^/L PICKLESR ANT ROAD
---__g-
ROUTE 5, BOX 140-C
LITTLETON, NC 27850
60'PUBLIC R/W
(PHONE) 252-586-7211
SITE
TOPOGRAPHIC
I�
MAP
REFERENCES.
DB 129, PG 20 A 2
SCBE
D8 251. DB 271, PG 314
TAX MAP %-4-A, PARCEL 50 6 51
MAP BOOK l 1, PG 63
10o 0 200
OB 208, PG 261 (V.E.P.CO. DEED)
DEVELOPER:
RA/NTREE DEVELOPERS LLC
ROUTE 5, BOX 140-C
LITTLETON, NC 27850
SHEET I
(PHONE) 252-586-7211

WN
u
N
APPROXIMATE LOCATION OF THE
l00 YEAR FLOODWAY AS SCALED
FROM FEMA FIRM MAP, SEE SITE DATA.
r EIR
I
I
I
i
I
1 ,
• � �i�-r�i � _ � _ L � � � .---r—�- � � u=rn• r
i
V.E.P.CO.
LAKE GASTONEIP
EIR �a
l
I
ow
rI�
..
E ^01 I AP-P–ROX�d1A�E
� i ,` • moi.
r.
V.E.P.CO
LAKE GASTON
DB 208, PC 261 ,yy,,
TRACT - W6 r �PPRbXhN�TE'vL6 ATH)N
EXISTING LAND USE. t � - i ROCK%OUT CROP'��-.
RECREATIONAL I I, r _ ' �•-�IV-�`�OC') ( I
•E1' nAPPROXIAlA%--�.
t J{+ OCA TI
OF ROCKyFl qsi
CR
EIR EIRti"LP°` El��--'—+ 1'----__ OUTOP
✓ WNS P1 ACE
I�l
I�
I
i
I
ioo
4
I I na"i
Ia�a
I I wig o
it
,II i
F
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: I
f
;`SUBDIVISIONt, a I I r
I PB 18, PC 60 i ' MARJORIE H. t OUL TER i III
EXISTING y I DB 663 PG 696 JOHN E CHAMPIdN .&& ERMA H CHA'A}ProN 1
r LAND USE: I TRACT • 1, PC 1, SLIDE 102-A, PLAT 5 OB 66JrFC
I RESIDENTIAL I �' EXISTING LAND USE: RESIDENTIAL 4 TRACT •2, PC 1, SLIDE 4 2-A, ppL.AY+ 5 t I li
I I EVSTING LAND USE, RESIDENTIAL t
I I I II
LOTTIE HARRIS &
HOLLIE HARRIS I
DB 732, PG 721
LOT 21
PC 1, DL 85, PL 2
EXISTING LANE USE,
RESIDENTIAL I
1
I
I
I
FLEMING DAIRY ROAD
SR 1365
60'PUBLIC R/W V
LEGEND
MAJOR CONTOUR
g MINOR CONTOUR
a PROPERTY BOUNDARY
ti
U
N>
0
i I
SITE r
Sa I
I \—TIE TO STATE GRID STATION ROCHAP'
I NAD $3. -COORDINATES:
N 994761.89'
E 2,319,456.80'
HOR120NTAL ^GROUND DISTANCE
I .'5 ^ 4 WE
I
I
�I
II
I _ Bl1L� PICKLE PLANT ROAD
EpL – _ – ^/L SR IJ54
_ _ FEW 60' PUBLIC R/W
�1
X �
Q O
LL c
eE =
Lu
N
Z
io
0-
U z
(� J Jr -
tomo
ZN
Z LL Z
CEJ
W za
U z V)
U –Z
o
0
W W]z
L
0
DB 129, PC 20 & 21
V) i
DB 251PG J87
DB 271, PG 314
TAX MAP 1-4-A, PARCEL 50 & 51
MAP BOOK 11, PG 63
M
Q� Q o
I
L
ori
W o i
2
NC -90
03 y
p1Q
a
tiz Z LJ
3
(PHONE) 252-586-7211
a
o rQiS
V IC IN IT Y M A P (NOT TO SCALE)
W
�j
n
O
z
0
a
ol
seNamMM/t,,
a® p
€AL =
024436
SITE
TOPOGRAPHIC
MAP
REFERENCES:
0
DB 129, PC 20 & 21
V) i
DB 251PG J87
DB 271, PG 314
TAX MAP 1-4-A, PARCEL 50 & 51
MAP BOOK 11, PG 63
100 0 P00
Q� Q o
L
ori
W o i
2
.g
W
W � :,1 �
a
tiz Z LJ
3
(PHONE) 252-586-7211
�Q
ol
seNamMM/t,,
a® p
€AL =
024436
SITE
TOPOGRAPHIC
MAP
REFERENCES:
DB 129, PC 20 & 21
SCALE
DB 251PG J87
DB 271, PG 314
TAX MAP 1-4-A, PARCEL 50 & 51
MAP BOOK 11, PG 63
100 0 P00
DB 208, PG 26 / (V.E.P.CO. DEED)
DEVELOPER,
RAINTR£E DEVELOPERS, LLC
ROUTELITTLETON, NC 27850
SHEET I
(PHONE) 252-586-7211

SITE DA TA:
U PARENT PARCEL IS ZONED - LAKESIDE RESIDENTIAL
-+ 2) COUNTY SETBACK REQUIREMENTS ARE,•
APPROXIMATE LOCATION OF THE SIDE _ !0 FEET P
100 YEAR FLOODWAY AS SCALED �� �'I I; REAR (V.E.P.CO)= 0 FEET py n
FROM FEMA FIRM MAP, SEE SITE DATA. RI III FRONT (STREET SIDE) = 30 FEET
3) TOTAL AREA TO BE SUBDIVIDED = //.00 ACRES fINCLUDES R/WI
I I 4) TOTAL AREA OF NEW RIGHT-OF-WAY = 2,83 ACRES
5) TOTAL LINEAR FOOTAGE OF PROPOSED STREET = 2,263 FEET (MORE OR LESS) �"'+ P•' A
6)REMAINING AREA OF PARENT PARCEL = 51.5 ACRES (MORE OR LESS) N O
I I' I I 7) CONTOURS SHOWN HEREON WERE SCALED FROM A U.S.C.S. QUAD MAP.
tEIR <a
8) THE 100 YEAR FLOODWAY AS SHOWN HEREON WAS SCALED FROM
j I I A FEMA FIRM MAP, COMMUNITY •370396, PANEL 00002-C, BEARING A
_ -- MAP EFFECTIVE DATE OF:✓UNE 20th, 2001. (ZONE AE'- ELEVATION 204)
'- Z : I 9)DRY HYDRANT LOCATION TO BE SHOWN IN PHASE 2 (TWO1OF THIS PROJECT.
V.E.P.CO. !O) NO OBSTRUCTIONS OF ANY KIND ARE ALLOWED IN THE SIGHT TRIANGLE �
LAKE GASTON EIP *,� ', 't I I I EASEMENTS SUCH AS TREES, SIGNS, SHRUBS, BUILDINGS, ETC.... ,7. .3
_ _. _ p
r
o EIRQ
````^� A J -" 1➢ Q
U�5 r` ATE
15o!'
P .Cr�'�"
APPROXU�
— `acI I -r
rlj
SYMBOLS t U O
r -
KEP.CO. Fi. Cps �. i 4 Q I I op EIP EXISTING IRON PIPE OR PIN Q
4
LAKE GASTON ' ® J '/ I I I I �q, -`�, NIP NEW IRON PIPE OR PIN zz
DB 208, PG 261
1
t_ ti "EPK EXISTING PK
NAIL
7 NPK NEW PK NAIL
WPPRQXIMkTf'L(CAT10NTRACT W6 FROCURO4O�! Qm ('pnT. ECPS EXISTING COTTON SPINDLE SPIKEEXISTING LAND USE: NCPS NEW COTTON RECREATIONAL v EXISTING RAILROAD SPIKE
), ERRS
a2t
i
( NRRS NEW RAILROAD SPIKE W -J
, _, ECM EXISTING CONCRETE MONUMENT
t 1 Sp I L I I cYa W ° NCM NEW CONCRETE MONUMENT (CONTROL) W
A ! d '� — Y •,r,�.A�j E' I I aTET - SEE NOTES
I.M. IRON MONUMENT SW
- NOTHING SET WO 2
, TP TELEPHONE PEDESTAL
poIO'x70 W �x
"
/O'x 70 ' - `J �� :I I E ELECTRIC POWER BOX
3 _
k - -8E-- OVERHEAD UTILITY LINES w�'.
t! 1 SIGHP r J �I '\ TRIANGLES
TR/ANGLES \ (TYPICAL) I I R/W RIGHT OF WAY a W
(TYPICAL) )4PPROX/MATE °- �. %� C/L CENTER LINE ? z 3
4P LOCATION P ./ �� 'dry t � - I P/L PROPERTY LINE �
,+� OF ROCK. '°l`<< OF'. } - I EIR EXISTING IRON ROD
f1P EIP' 4'/ I ! OUTCROP ti„ )l" j �A,y�, ) I : CB CATCH BASIN
E/R� P/L+/ �pS AREA LIIGHTNITARY EONRLINE
SUPPORT POLE
i
JENKIAS ,PLACE I s I; I �-" ''`-1 /�-�_-- �- --- N&C NAIL AND CAP
( fSl)BDIVISION. y =., 1 s 1 / , t H&T HUB AND TACK
I PB Ie, PG 60 -.+ 1 I MARJORIE H. COULTER 1 i / ° `. '- I Kn MH MANHOLE COVER
'a EXISTING I DB 663, PG 696 ; � JOHN E. CHAMPIQN, 'ERMA H. CHAMPION I FH FIRE HYDRANT
LAND USE. a TRACT '� 1, PC 1, SLIDE 102-A, PLAT 5 DB 663, -PG 682. 1 I I i I TIE TO STALE GRID STATION WOCHAP' OHU OVERHEAD UTILITY LINES
RESIDENTIAL I �' EXISTING LAND USE: RESIDENTIAL 4 TRACT "2, PC !, SLIDE,402-A,Y'LATt= 5 +, I I +VAD _93..GOORDINATES: pp POWER POLE
I 1 EXISTING LAND USE: RESIDENTIAL i. •, III N 991,761.89' ELEV ELEVATION(S)
/ I i E 2,319,456.80' N.T.S. NOT TO SCALE
I III ( HORIZONTAL -GROUND DISTANCE LICE UNDERGROUND ELECTRICAL LINES
LOTTIE HARRIS & I -"�.S 2" 4i")6'E UGTV UNDERGROUND TV CABLE
HOLLIE HARRIS II'II 159396 UGTC UNDERGROUND TELEPHONE CABLE SEAL -
DB 7LOT 21PG 721 I -244% z
PC 1, DL 85, PL 2 I L I I C 3 ®��,,,:
EXISTING LANE USE.
RESIDENTIAL i I I I w,REI Yd. �®a°I
L - - -
-"/L PICKLESRANT ROAD " "'°
100
E� _ _ _ —R -1w 60' PUBLIC R/W
FLEMING DAIRY ROAD I I SITE
SR 1365 vDEVELOPMENT
60'PUBLIC R/W
MAP
NOTES. -ABOUT EASEMENTS AND RIGHTS-OF-WAY
A)ALL STREETS HAVE A 50 FOOT RIGHT-OF-WAY, AND ARE TO BE PUBLIC ROADS.
BI ALL CUL-DE-SACS HAVE A 50 FOOT RADIUS, UNLESS NOTED OTHERWISE.
C) ALL FRONT (STREET SIDE) P/L HAVE A 10.0' DRAINAGE AND UTILITY EASEMENT.
D) ALL V.E.P.CO. P/L DO NOT HAVE ANY DRAINAGE OR UTILITY EASEMENTS.
E) ALL ROAD RIGHTS OF WAY INCLUDE EASEMENTS FOR ALL UTILITIES PRESENT AND FUTURE.
F) ALL SIDE LOT LINES HAVE A 5.0' DRAINAGE & UTILITY EASEMENT, BOTH SIDES OF P/L.
THIS REQUIREMENT BECOMES VOID WHEN TWO LOTS ARE RECOMBINED.
SCALE
110 0 200
SHEET 2
LEGEND
X �
ao
wQ
MAJOR CONTOUR
w�
MINOR CONTOUR - —
---
o c
g
PROPERTY BOUNDARY
v
PROJECT DEVELOPMENT
w
N
LIMITS OF GRADING — — — —---------
o
CULVERTS
> co
N
z tail
W iQ
LJ
-a
�Jz (LF-
00 o0
CD Z
W nz
SITE DA TA:
U PARENT PARCEL IS ZONED - LAKESIDE RESIDENTIAL
-+ 2) COUNTY SETBACK REQUIREMENTS ARE,•
APPROXIMATE LOCATION OF THE SIDE _ !0 FEET P
100 YEAR FLOODWAY AS SCALED �� �'I I; REAR (V.E.P.CO)= 0 FEET py n
FROM FEMA FIRM MAP, SEE SITE DATA. RI III FRONT (STREET SIDE) = 30 FEET
3) TOTAL AREA TO BE SUBDIVIDED = //.00 ACRES fINCLUDES R/WI
I I 4) TOTAL AREA OF NEW RIGHT-OF-WAY = 2,83 ACRES
5) TOTAL LINEAR FOOTAGE OF PROPOSED STREET = 2,263 FEET (MORE OR LESS) �"'+ P•' A
6)REMAINING AREA OF PARENT PARCEL = 51.5 ACRES (MORE OR LESS) N O
I I' I I 7) CONTOURS SHOWN HEREON WERE SCALED FROM A U.S.C.S. QUAD MAP.
tEIR <a
8) THE 100 YEAR FLOODWAY AS SHOWN HEREON WAS SCALED FROM
j I I A FEMA FIRM MAP, COMMUNITY •370396, PANEL 00002-C, BEARING A
_ -- MAP EFFECTIVE DATE OF:✓UNE 20th, 2001. (ZONE AE'- ELEVATION 204)
'- Z : I 9)DRY HYDRANT LOCATION TO BE SHOWN IN PHASE 2 (TWO1OF THIS PROJECT.
V.E.P.CO. !O) NO OBSTRUCTIONS OF ANY KIND ARE ALLOWED IN THE SIGHT TRIANGLE �
LAKE GASTON EIP *,� ', 't I I I EASEMENTS SUCH AS TREES, SIGNS, SHRUBS, BUILDINGS, ETC.... ,7. .3
_ _. _ p
r
o EIRQ
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APPROXU�
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SYMBOLS t U O
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KEP.CO. Fi. Cps �. i 4 Q I I op EIP EXISTING IRON PIPE OR PIN Q
4
LAKE GASTON ' ® J '/ I I I I �q, -`�, NIP NEW IRON PIPE OR PIN zz
DB 208, PG 261
1
t_ ti "EPK EXISTING PK
NAIL
7 NPK NEW PK NAIL
WPPRQXIMkTf'L(CAT10NTRACT W6 FROCURO4O�! Qm ('pnT. ECPS EXISTING COTTON SPINDLE SPIKEEXISTING LAND USE: NCPS NEW COTTON RECREATIONAL v EXISTING RAILROAD SPIKE
), ERRS
a2t
i
( NRRS NEW RAILROAD SPIKE W -J
, _, ECM EXISTING CONCRETE MONUMENT
t 1 Sp I L I I cYa W ° NCM NEW CONCRETE MONUMENT (CONTROL) W
A ! d '� — Y •,r,�.A�j E' I I aTET - SEE NOTES
I.M. IRON MONUMENT SW
- NOTHING SET WO 2
, TP TELEPHONE PEDESTAL
poIO'x70 W �x
"
/O'x 70 ' - `J �� :I I E ELECTRIC POWER BOX
3 _
k - -8E-- OVERHEAD UTILITY LINES w�'.
t! 1 SIGHP r J �I '\ TRIANGLES
TR/ANGLES \ (TYPICAL) I I R/W RIGHT OF WAY a W
(TYPICAL) )4PPROX/MATE °- �. %� C/L CENTER LINE ? z 3
4P LOCATION P ./ �� 'dry t � - I P/L PROPERTY LINE �
,+� OF ROCK. '°l`<< OF'. } - I EIR EXISTING IRON ROD
f1P EIP' 4'/ I ! OUTCROP ti„ )l" j �A,y�, ) I : CB CATCH BASIN
E/R� P/L+/ �pS AREA LIIGHTNITARY EONRLINE
SUPPORT POLE
i
JENKIAS ,PLACE I s I; I �-" ''`-1 /�-�_-- �- --- N&C NAIL AND CAP
( fSl)BDIVISION. y =., 1 s 1 / , t H&T HUB AND TACK
I PB Ie, PG 60 -.+ 1 I MARJORIE H. COULTER 1 i / ° `. '- I Kn MH MANHOLE COVER
'a EXISTING I DB 663, PG 696 ; � JOHN E. CHAMPIQN, 'ERMA H. CHAMPION I FH FIRE HYDRANT
LAND USE. a TRACT '� 1, PC 1, SLIDE 102-A, PLAT 5 DB 663, -PG 682. 1 I I i I TIE TO STALE GRID STATION WOCHAP' OHU OVERHEAD UTILITY LINES
RESIDENTIAL I �' EXISTING LAND USE: RESIDENTIAL 4 TRACT "2, PC !, SLIDE,402-A,Y'LATt= 5 +, I I +VAD _93..GOORDINATES: pp POWER POLE
I 1 EXISTING LAND USE: RESIDENTIAL i. •, III N 991,761.89' ELEV ELEVATION(S)
/ I i E 2,319,456.80' N.T.S. NOT TO SCALE
I III ( HORIZONTAL -GROUND DISTANCE LICE UNDERGROUND ELECTRICAL LINES
LOTTIE HARRIS & I -"�.S 2" 4i")6'E UGTV UNDERGROUND TV CABLE
HOLLIE HARRIS II'II 159396 UGTC UNDERGROUND TELEPHONE CABLE SEAL -
DB 7LOT 21PG 721 I -244% z
PC 1, DL 85, PL 2 I L I I C 3 ®��,,,:
EXISTING LANE USE.
RESIDENTIAL i I I I w,REI Yd. �®a°I
L - - -
-"/L PICKLESRANT ROAD " "'°
100
E� _ _ _ —R -1w 60' PUBLIC R/W
FLEMING DAIRY ROAD I I SITE
SR 1365 vDEVELOPMENT
60'PUBLIC R/W
MAP
NOTES. -ABOUT EASEMENTS AND RIGHTS-OF-WAY
A)ALL STREETS HAVE A 50 FOOT RIGHT-OF-WAY, AND ARE TO BE PUBLIC ROADS.
BI ALL CUL-DE-SACS HAVE A 50 FOOT RADIUS, UNLESS NOTED OTHERWISE.
C) ALL FRONT (STREET SIDE) P/L HAVE A 10.0' DRAINAGE AND UTILITY EASEMENT.
D) ALL V.E.P.CO. P/L DO NOT HAVE ANY DRAINAGE OR UTILITY EASEMENTS.
E) ALL ROAD RIGHTS OF WAY INCLUDE EASEMENTS FOR ALL UTILITIES PRESENT AND FUTURE.
F) ALL SIDE LOT LINES HAVE A 5.0' DRAINAGE & UTILITY EASEMENT, BOTH SIDES OF P/L.
THIS REQUIREMENT BECOMES VOID WHEN TWO LOTS ARE RECOMBINED.
SCALE
110 0 200
SHEET 2

x
-J
NARRATAIE LEGEND
1 Xo
, s The purpose of We project Is to construct Roliree SubdNtslom N
a reaidonNal dewefopma/t wlih assoatoled lxned roadways. v
MAJOR CONTOURpiip —.
App ©xlmaley 38 awes will be disturbsd durinp the cmWru fiar of stte W m
roadwoys.Lds will be deared indNldually in fro future but are Wo a
MINOR CONTOUR____.._.___.__..._..__.____._.._T._ oe.
pat of Me roadway oatstruWan Brown on Ws erosion and sedlmerd x o
t ( r aadral aan• The sne Is laaated In Warren Counly ad joaad to SR o" r-
1354 just m" of L"ston (See V101rdty Map).PROPERTY BOUNDARY -- --
PROJECT DEVELOPMENT
E RUNOFF CALCULATIONS I (> w
LIMITS OF GRADING — — — — — — — - J �ti
k } SITE LOCATION, WARREN COUNTY r J
HI'DRAULIC GROUP, B - SANDY LOAM CULVERTSW >'co
AVERAGE WATERSHED SLOPE = 6% slo (� z
SIZE OF SITE, 62.58 ACRES _ �{k Z U -Z
LEVEL SPREADER 111
OFFSITE RUNOFF IN PROJECT AREAiN AC W^ 0-
RECEIVING WATERCOURSE:LAKE GASTON / W za
l 1 WATER BASIN: ROANOKE RIVER BASIN TEMPORARY SEDIMENT TRAP W
m¢
` 4 WATER CLASSIFICATION, WS -V NSWI Z 0~
TEMPORARY DIVERSION DITCH-►TD—TD—STD—STD— 0 Ma
( I SILT FENCE W M?
, 1
LATERAL I TAIL DITCH
r \ TYPICAL ROADWAY DITCH --► — - ------ 0- —►
BEGIN CONSTRUCTION PCSto.11+50m
t0. �, '� t
CHECK DAMS ► ► ►
I CENTERLINE OF SR 1354
j CuMrf`Wal - 18'�#CP JOHN CtfAMPiQN A ERMA }�. CHAA�PION �.yy ►p"�
�/ er EIN r ny 08 03,PG 682 , O
a AC a TRACT' RC I SLIVE 102-A, PLAT 5 cQ
t Pp�ar - 9wcss EXISIYNC LAND, USF{ RESIDiENTIAL
Ipe
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PI �� t
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.. f
Grade DNCh to Ptr Infd
C N54'177*
s 1 y 88' W�,
r` PTStd,13+34.56 fPCStoa,i4+3 56, PTSto li+K}q2 I _ _ a
APPROX1A17ATE LpCATION �Q
OF ROCK OUT CRAP
z �
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vsf
,----4 -e±= k: _ _ _ ..�- -� �' � t � PCSta. 21+20J2
s
Entrance 'F/pe,-pr � _
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441,
a>PPRo�/ars L0 TiON EROSION &
Afi� DP \ SEDIMENT
CONTROL PLAN
r t.
.V
r"
, RAINiREE � i �� SCALE
PI Sto 25 0 50
P/ Sto 12 472 PI Sts 15+WJ4 +197322
0=3/'47' 6'[RT1 p2TO7'135*V)A-t0
_35'12-q QT) ;!
� D lT 13' 47u-" .0 = 17 l3 2h3' 0 T, 19' 46.4
a L 18456' r L = 284.86 &!
T ' 99 �
T 94.7Z T` = I4558 ;� ��
R 33254' R 560.4$ R ID75� F t ti SHEET 3
F
:

m
x
a
5
LEGEND
, MAJOR CONTOUR
X MINOR CONTOUR
a LOTTIEWARR/S & t ✓ENKI�NVS PLACE' 'I _
\ L NAR SUBbIVISl01J f PROPERTY BOUNDARY
4i 'MARJORIE'W. COULTER I S DB 732'�PG 7 1 PB /4 PG 60 1
{S + ., DB 66JTG 695 t 1 t ` Lof \21 `- i , , 0 EXISTING �' PROJECT DEVELOPMENT
TRACT 1 PC 1, SL E IO2-A T�tAT PC 7 DL 8� PL 2 �, LAND £:
EXISTIAIG LAND U�E. RE�IDE`NAIAL i 1 t 'XlST LANE USE: � ., RgIDE�AL �-_-_-_-___-_-_-_
REIDEN AL i'� LIMITS OF GRADING
1
CULVERTS
LEVEL SPREADER
i
TEMPORARY SEDIMENT TRAP
TEMPORARY DIVERSION DITCH—TD—TD—TO—TD—
SILT FENCE
PT to.2,3+18ZT �PCSfo. 4+t8J,7 PTSfo.25t50 F POTSto /0+00.00 I
o �fi1+50 RT 4t _ _, LATERAL / TAIL DITCH
Irtroanoray �49 psf�� � � it ( /�� ' TYPICAL ROADWAY DITCH —► ------ —+► ------► —i
t r e CHECK DAMS
r ,.Pla6ryloss !rg
PoTSfo' 27+94
• t �
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•
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r
r �
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Net - Grade DlkhaslAPlpe PohM �F i ld lV t� /�� 11-+-, = II f' ,
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D WEST =
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1N�r�' J
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W 'I win, N"e�(` '� -
. ft mvnr_ tf 2 r
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_m.
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Z _, ,� 7 fccrr Q{Ald F f
1.
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V.EGAST
14+00 RT r i" l LAKE GAS ON
�-> 1 l I f ° De�, 208 P 261
��� __ J� r ��f .RACE W6
oo.ryry --- �_- - ` ISUSE:
Sh�w/In Nd
EXISTING
RECREATIONAL
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-RAINTREE-
-SMOKETREE-
P1 Sto 24+8652
PI Ste 13+9127
A= 6'48 465' (RT)
A = 43' 00' 197' (RT)
D = Foe 023'
0 = IP 07' 06A'
L = 13534'
L = 25122'
T = 6775'
T = 131.86'
R = 1J38J8'
R = 33470'
U w
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D_ r co
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of
EROSION &
SEDIMENT
CONTROL PLAN
SCALE
25 0 50
SHEET 4

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1 23 24 25 26 27 10 1 1 12 13 14 15 .

N
N
CONSTRUCTION SCHEDULE
CONSTRUCTION SPECIFICATIONS
1.Obtain pan approvaland ot/er applicable permits.
P- Flog tin work limits for proftfi .
3. Hold preametrudron conference, of Mast one week
ala to starting castru tfa
4. Install terWofy grovel conafruaffon entianceladt
5. Corustruct temporary dhrorslons Install levo! spreaders In
conjunction with sediment traps, and vegetate disturbed areas.
6. Complete site dearNg for roodwte' canstruxtia.
7. Rough grade aft stockpile tepaolLoonwh&charmMs,
Install MAW16 and oWlst protection, end Install sediment
fans as needed.
8. Campmate final grading far roads and stabilize with grovel.
9. Topsail crillwl areas and permarerMy vegetate,
landscape and mulch
IO. N/ erode and sedlmet oolrol pradtces will be
Inspected weekly and after roldall aunts. Needed
repairs wit be made Immedlatey.
ll. After tie site Is slatdllzed,ramove all twWory meosuros
and Install permanent vegetation on tis disturbed areas.
MAINTENANCE
Follow the oandrudfon sequence thouplo t proJed
deva/opm t Wten changes in construct/on activities are
leeded,omand ft sequence sctsduM In advance to
maintain managamsl control.
MAINTENANCE PLAN
1. Tis Comrade shall dock all erosion and scilment
oavtrol practices far stability and Operation following every
runoff producing rdrfall but In no case less than ace every
week Any needed rapalrs will be made Immedlately by the
Contractor to maintain all practices as designed.
2 The Contractor stall remove woffmart from the sediment
trap when storage copaaNy has been approximately 507
filled. Gravel will be cleaned or replaced when the
sedtowt pool a lager drains property.
3. TM Contractor sial! remove sedrme t from bWnd Ne
sediment taw when It becomes 05 feet deep at Its,
fence. The sedlmerl fence will be repaired as necessary
to maintain a barna.
4. The Cabala shall fertilize, reseed as necessary, and
mulch all seeded areas according to specifications In tin
vegetofivs plan to molr#dn a v/ga'aus,desa vegetaths
cover.
5, Tis Contractor shall provide ground cover on exposed
slopes whWh 15 waking days or 30 colendar days
(wNclevar Is slater) following canpldla of my phase
of grading. Permanent ground cover Is to be provided for
all disturbed areas wlllin 60 calendar days following
corrgdd)a of co strudla
CONSTRUCTION NOTES
1. Contractor mry use fiberglass rovhg In Nau of woven paper
net, straw with rat In lMu of flbarglass ruling.synihetic mal
In You of straw with nst,and class B rip rap In Ireu of
6ynilletrc mot for temporary Ilning or dIannels.
2 Drainage polerns aro relottve to grades and profiles used
In the design These may change as field cadNlas dictate,
3. Survey data and base mopping provided by Babbitt Surveying,
PA. PD. Box 952 437 DWW DrIv% Hendersak
North Carola. 27536 (Office) ?52-438-5/62 Existing
contours digitized frau Ulitatont quadrangle mapping.
WAVEM 1012ria f�►_.rT -IM
CONSTRUCTION SPECIFICATIONS
I. Remove ail trses,brush stunps and otter obJeoffowde material from thefoundation area and dispose oro` prepery
on
tin c�/an Excavate
us a war arits channel and M" ound � l anal �d to allow for bulking
our ng seedbed preparations and sod bulldup
ed daiohaael auy dispose of oil excess soil so that surface water may
A Tho procedure used to establish ass In the durei will depend upon He
sevemich or a toondiYons terporary 11her sur ci�ato W lam � � velocU(edwvW with
d r/ g
the sstabliaMal period.
MAINTENANCE
During the establlatment period dsok grass-llned chanals after every rakfoll.
After grow
h l� m�Jks rrepalrs.cally check �a pular , rapartaddwinal; chock If offer �
to
achgeof )�cyk the utndrvel autiet aid a I rroxa�pdaclagryosarnga for book alab7tly ryo(fyd, evldexs
candorrar almtin gea roarryjel ThaV or scour holes. Ram" l H,71' Emory grosseep Me r Mgorws
LAND GRADING
CONSTRICTION SPECIFICATIONS
I. Construct and mainioln all erasion and sedhrerlatian aatrd practices and
measures Connaccordanceachadwith the approved sedlmentaflar ow" plan and
cooistruall
2. Remove 9abd hpeoil from crew to be graded and filled, and promm
N for use n fiMsNrg No grading of all ortiical areas.
J. Sowareas to be topWled to a drAlmum depth d 2 Inds before
paolrq `).
4. Clear and grub areas to be filled to remove traes,vegddr roots.or
other objectionable material that would affect the planned stawIty of the fill.
no,dal r �sfrnf�building �rsnd free
� acosl sable fills.
6. Pace d1 fill in foyers not to exceed 9 f In 1NcK and oanpaci
irerelole�d am " to reduce eros/avbsf AoW& aNtemea{ir ether
7. Do not incorporate frozen material or soft,mu ,v.or Nghy aagaesdbob
Indvials Indo fill stapes.
a Do not place fill on a frozen faunda7oadue to possible subsidence and
atlppaga
durtop d d gr water �*onW measures free d �dimerd
l0. Handle saw or sprlrgs encourdered during construction In aoardal-
with approved methods.
ll. Parmano* stabilize all 9rcoded areas Immedr afterryf7nof grading fie
measures mea' can allg � are �i �k 7 ft 6e Interrupted' for
15 worH ng days or larger.
12 Show f I sfockplinborrow areas, and spill areas an the AVm and
make auraoreroaron Include final
stablrizatlm dwaneplean
from
MNNTENANCE
PsHodlcofly deck all graded areas and the sexppat!!g erosion and
BadlmerMflon a*apradroes,espeola/ after /snroy rainfalls. Pranpiy
all
or sediment
r ea breaks repdirarthand em, I�J� P - l practices. If
malniaarios of sraN eroded areas before they become a! rlPloed ilea
Is on essential part of an effacift arWon and so& ton Cawar plan
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT
50' MIN
PUBLIC•' •' •' •' !'
ROAD •'� "kEAN •'fOty��jN0.1•n. :• 12'MIN
TOPSOILING
CONSTRUCTION SPECIFICATIONS
MATERIALS
�ta whether its supl'tiL. and &aLj�aniil ryy d ovoilaGe tap�soil Justlfles s040W
handling. Oualty Mpanfhm 7th folfavino"charaderlslias,
looaann oky Waaand�� sand areNfdir. am
� use � ddaoy and amM �
sails such as pact or mixak as topsoil.
Organic natter coiled - (sxnetlmes referred to as 'humin maMer') should be
greater than OX by walght
Acld- M 36 before 111ft,and Linig is rewired n
NisNM
6D.
Sduble sails - should be less than 500 ppm
Sodium - "effum adsorption ratio sh%dd be less than IP-
Tin
2Tie depth of malarial meeMg the above qualifications should be of least 2 Inches.
Sall factors such as tock irogmet elope, depth to water fable, ad layer
thickness affect the am of exoovdetan and spreedrlg of topsoil.
� al «e.r1 Id a �� f and a r I Ids babe �h aAX
Org"
ff Nneets tM anion ortierlo IIsMd obese.
led by t� �r muoks 11gH �gii w� dmks good Rpsa(t. They can be
IdWSTRIPPING
Strip, ftaaabaadall arty from those areas list will be disturbed by exoavatfoa filling.
roadb JI I or caapodlon by B%ip; e A 4 -6 -Inch anipy depth is caanaL
but depth varies lapel ! on the arta Alermine depth d "at Ad 16Y ng
s�gedrr�rserorar Asad /saverodorrlggaodrgor�depth
i�f� /I cop too toxo sto be of lIte°ad oce• PIAaadfinet
bosh119,1Pors,ald dMr cabals into place before stripping.
STOCKPILING
Solel�M
location toavoid s/gpee and iohlraldrallogewcya.avddJ/g
traffic On large sites,respreadin1gg Is easter ad !move economical when
topsoil is s/xkptad 7n small pipes located near araas where they will be used.
Sed/mel barriers - Use sediment fences or other barriers where necessary to
retain sediment.
Teapaa seeding - Protect AW01 stochppfles tatpararlly seedrrrgg as scan
F, pas on e unt � warkrnp days or / calender days after the
muat bPerma� Ized with permanent
willno'
too used eroslan2nvft o wead�
growfh
DIVERSION RIDGE --\NEW CONSTRUCTION
PUBLIC 35' 15'
ROAD
e'
6'AM_
V1 all,
GEOTERIILE
CROSS SECTION - - FABRIC
CONSTRUCTION SPECIFICATIONS
L Clear the entrance and exit area dal! an, rads,
and other abJectlanobte Inderial and proper afade n
2 Place tie gravel to the specific grade dimesio s
shown on its plons,ond smooth M
3. Prtoo didnnooggee to carry water to a sediment trap or
other suNable aWlet.
A Use overt 19 fabrics because they lawrove stablllN
of the foundation In Ioxilans subject to seepage or Ngh
water table.
MAINTENANCE pod In
a
owdlifon to sd from leaving the construction Oa Thi a
moy
Wre periodic tgpdressing with 2 -Inch stone. After each
LInspad any structure used to trop sedlmef and
clean N at as necessary. Immedfafety remove all
objedionabte mderfals s(tlled.washad.ar tracked oto
public raadwW5.
Instdldiona Avoid ourvas In public roads
and sleep slopes. Remove all vegelallon
and other objadtanade Material from the
faundalla area Grade and crown
foundation for post" dralmgs.
If the slope toward the rood exoeeds 27,
coLdnuch a ridg%6 to 8 Inches high with
3d side dopmocross tie foundation
approxlmafey 15 fed from its &*am
to dArort runoff owoy from Its public road.
SITE PREPARATION
bWoros dl �a barna. k two �4 and
�ir�boalm practices
Grading - MalMaln grades on tM areas to be Mpsolled according to its
am -mW plan and do not eller Item by adding taped/.
Udl-V d subsoil - Where the Of of the existing subsol/ Is 6D ar lass or the
sail Is pma�d of tsayy d(ys lncorpaate aa7d"al Ilnssfa a In ampuls
recnrmwx by soliIasis a spedf/ed for Ne enact! mixture M be used.
Incorparde time to a depth of at least 2 Incles by dying.
ski/irqng r /nvrsd/ao
ttMggypile te abreacting the topsdLtooensure
rte ado of
tWrsoN
and lfrnoo 6 � b MP otad
Min lxtl to a depth of at least 6 lrxtse before apreadtnp 1aDall.
SPREADING TOPSOIL
Uniformly dlstrlbule tepsdl to a minimum oprpaded depth of 2 Inches on 3d
slopes and 4 Indies on flafter slopes To determine the volume of tell
required faam'7cdlan to various deplls.use iM loath 6e/ay. Do notspread
topsail Willa 11 s cation
or muddy or whin subgrode 7s wet or frozen Correct
any lrregWarHlea in tJe surface tint resuN Tram tgasollllg or aNer
operatlas te p'evel the formdlon of depressions or water poGkat&
Carped its topsoil anagh to am" conduct with its ulderprng sail,
but aerrnt d excessive an. l Nth a as It
Is reco.. runoffmmended wee bits seed
high-malldeance turf Is to be e9ab8sted.
On slopes and artoeaase althat will not be mowed, it* surface mW be left h
read �dta
spoacl disk mal be used to promote bonrlllg d t�idariaca
M d a Ix nei, follow ng t r� � seedbed ��roNontoklrg cors
VEGETATIVE PLAN
SEEDING SCHEDULE
Shadders.SJde LNtdss.Slopes f3dJ
Dale Tyle PIWIng Rate
Auq.15-Nov.l Tall Fes" 120 lbs bore
Nov.l-Marl Tall Fes" 120 ibaJoae
ktAbruzzJ Rye 25 /bs.laare
Mar./-Aor.l5 TallFesaue 120 /bs,loae
ZJun15-Junt5 Hulled Common Bermudagross 12 iftlacre
15-Aug.15 TaliFasom _ 60 twoore
a'Brownlup Sudan Hybrids a 30 IbbaJ�
S f 2 1r(to 2d1
Mar.l-Jural Wow Leapedeza faaarifted) 50 lLuJaae
(Alar,(-Aa.lS7 Add Tall Fasam 60 Ibs la re
(Mar.! -Jan 30) or Add Wee¢ing l ovegross 5 lbs rare
(Marl-Jun30) or Add Hulled 40= 8 rmpdograss 8 IbsJaae
Juni-Sep./ Tall Fescue >•a 60 /WWW
Sorge AliSu l ybrlds e 30 lbcJ�re
Seph-1lar.l SerMea Laspedeza
Tail rrnedr 50 W e
acre
(NOV.I-Mar. l) Add A. z1 faun 25 lbs locra
Cons/N Corsnrvatla Engineer or Sall casarvaNa Sevlae
for additioalltformclon oaaerrft other alternathw for
vegetation of denuded oran The above vegetaNa rates are
those which do well under load mWIllons, dhar seeding rale
combinations are possible,
Teipaary - Reseed aopordlrg to aptimum season for
desired permosrd vegetol- Do not allow hetwory nova' to
grow over 12 rncles 7n height before mowing,dhewtse.1-
may be shaded out.
SEEDING SPECIFICATIONS
N After rough grading Is ow*lafed,fill sal In areas to be
seeded and planted to a depth of six Inches.
2) Appy agriarNuralltmafartlllzar.and suuperpteapinfe to
of ed seas te be vegetated.
9O lbs.lfineeto 1000 sq.» (2 taslaael
35 /bs.10-10-10 fertllizerlIOOO aq,ft.(1500 Ibslacre)
40 Ibs,50% wWp0wplvl1OOO sq.ft.(1750 lbslocre)
3) Disk ntriets Into sof to a depth of six M&W urlll
surface Is uniform and free of large dM clods.
4) Seed/ng pe'monat grana.
3D lbs.KY tall fesoue/IO00 coq ft (l30 1bsJacrel during
February 15 though Nov J5 or August 15 ttragh
November I&
-OR-
3D lbs. KY -31 tall fescue and 2D Ibsannud ryegrass/1000
aq.ft. during November 15 through February 15.
5) Mulch seeded area with small grain straw at 90 1bs/10O0
sq.ft. (2 tans/aaak Spread undfamy. AppradadW12
of ground surface should be visible to avoid blocking
sunlight to seedlings. On areas where tM ground
surtax equals or exceeds a 39 slope, and In the Inverts
of oil drainage swain took mulch with asphaff amulaton
at a rate of 150 gallas emulsion per fm of straw.
6) Mulch around shlbbevy and trees with one straw to depth
of 3 Inds,
7) Temporary cover
1.0 Ibs.brawn too ndlld/1000 sq. ft. May through August 25.
OR-
hO lbs. annualryegrass/1100 sq. ft. August 25 through April.
CROSS SECTION SHOULDER SECTION
LOCAL RESIDENTIAL ROAD
50 fad R10N-d'-woy
18 or 20 fol Pavemart width
Shoulder 6' 51 Wder
SEE ClL 6' DITCH
NOTE 2 r-2% 15'd /_2 (SEE NOTE D 11-1 ER Fr.
f PER Fr.
f ABC (SEE NOTE 1)
NOTE I, THICKNESS OF 1-2 AND ABC (STONE) SUBJECT
TO CHANGE PER SOIL ANALYSES AND CLASSIFICATION 6' L
NOTE 2, USE 34 FILL SLOPES IF NECESSARY TO REDUCE e �r
WASTE MATERIAL
s
NOTE 3, USE CHANNEL LINER WHERE NOTED ON PLANS
NOTE 4- SEE PROFILES FOR SPECIAL DITCH GRADE
NOTE 3
NOTE 4
Uz
Cubic Yards of Topsail RegWred for Wootton to Various D pI is
D
(1 1
Per 000
SquareFeet
A"
l
5
6
3J
9.3
155
186
134
403
670
604
VEGETATIVE PLAN
SEEDING SCHEDULE
Shadders.SJde LNtdss.Slopes f3dJ
Dale Tyle PIWIng Rate
Auq.15-Nov.l Tall Fes" 120 lbs bore
Nov.l-Marl Tall Fes" 120 ibaJoae
ktAbruzzJ Rye 25 /bs.laare
Mar./-Aor.l5 TallFesaue 120 /bs,loae
ZJun15-Junt5 Hulled Common Bermudagross 12 iftlacre
15-Aug.15 TaliFasom _ 60 twoore
a'Brownlup Sudan Hybrids a 30 IbbaJ�
S f 2 1r(to 2d1
Mar.l-Jural Wow Leapedeza faaarifted) 50 lLuJaae
(Alar,(-Aa.lS7 Add Tall Fasam 60 Ibs la re
(Mar.! -Jan 30) or Add Wee¢ing l ovegross 5 lbs rare
(Marl-Jun30) or Add Hulled 40= 8 rmpdograss 8 IbsJaae
Juni-Sep./ Tall Fescue >•a 60 /WWW
Sorge AliSu l ybrlds e 30 lbcJ�re
Seph-1lar.l SerMea Laspedeza
Tail rrnedr 50 W e
acre
(NOV.I-Mar. l) Add A. z1 faun 25 lbs locra
Cons/N Corsnrvatla Engineer or Sall casarvaNa Sevlae
for additioalltformclon oaaerrft other alternathw for
vegetation of denuded oran The above vegetaNa rates are
those which do well under load mWIllons, dhar seeding rale
combinations are possible,
Teipaary - Reseed aopordlrg to aptimum season for
desired permosrd vegetol- Do not allow hetwory nova' to
grow over 12 rncles 7n height before mowing,dhewtse.1-
may be shaded out.
SEEDING SPECIFICATIONS
N After rough grading Is ow*lafed,fill sal In areas to be
seeded and planted to a depth of six Inches.
2) Appy agriarNuralltmafartlllzar.and suuperpteapinfe to
of ed seas te be vegetated.
9O lbs.lfineeto 1000 sq.» (2 taslaael
35 /bs.10-10-10 fertllizerlIOOO aq,ft.(1500 Ibslacre)
40 Ibs,50% wWp0wplvl1OOO sq.ft.(1750 lbslocre)
3) Disk ntriets Into sof to a depth of six M&W urlll
surface Is uniform and free of large dM clods.
4) Seed/ng pe'monat grana.
3D lbs.KY tall fesoue/IO00 coq ft (l30 1bsJacrel during
February 15 though Nov J5 or August 15 ttragh
November I&
-OR-
3D lbs. KY -31 tall fescue and 2D Ibsannud ryegrass/1000
aq.ft. during November 15 through February 15.
5) Mulch seeded area with small grain straw at 90 1bs/10O0
sq.ft. (2 tans/aaak Spread undfamy. AppradadW12
of ground surface should be visible to avoid blocking
sunlight to seedlings. On areas where tM ground
surtax equals or exceeds a 39 slope, and In the Inverts
of oil drainage swain took mulch with asphaff amulaton
at a rate of 150 gallas emulsion per fm of straw.
6) Mulch around shlbbevy and trees with one straw to depth
of 3 Inds,
7) Temporary cover
1.0 Ibs.brawn too ndlld/1000 sq. ft. May through August 25.
OR-
hO lbs. annualryegrass/1100 sq. ft. August 25 through April.
CROSS SECTION SHOULDER SECTION
LOCAL RESIDENTIAL ROAD
50 fad R10N-d'-woy
18 or 20 fol Pavemart width
Shoulder 6' 51 Wder
SEE ClL 6' DITCH
NOTE 2 r-2% 15'd /_2 (SEE NOTE D 11-1 ER Fr.
f PER Fr.
f ABC (SEE NOTE 1)
NOTE I, THICKNESS OF 1-2 AND ABC (STONE) SUBJECT
TO CHANGE PER SOIL ANALYSES AND CLASSIFICATION 6' L
NOTE 2, USE 34 FILL SLOPES IF NECESSARY TO REDUCE e �r
WASTE MATERIAL
s
NOTE 3, USE CHANNEL LINER WHERE NOTED ON PLANS
NOTE 4- SEE PROFILES FOR SPECIAL DITCH GRADE
NOTE 3
NOTE 4
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DETAILS AND
SPECIFICATIONS
NOT TO SCALE
SHEET 6