20021952 Ver 1_COMPLETE FILE_20021230

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January 29, 2003
DWQ# 02-1952
Buncombe County
Page 1 of 2
Mr. Ronald Moser
210 Blue Ridge Vista Drive
Asheville, NC, 28805
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Moser:
You have our approval, in accordance with the attached conditions, to place fill in 140 linear feet of perennial streams in order to
construct the Moser's Place residential subdivision in Buncombe County, as described in your application received complete by the
Division of Water Quality on December 30, 2002. After reviewing your application, we have determined that this fill is covered by General
Water Quality Certification Number 3362, which can be viewed on our web site at http://h2o.enr.state.nc.us/ncwetlands. This Certification
allows you to use Nationwide Permit Number 39 when it is issued by the U.S. Army Corps of Engineers. In addition, you should get any
other federal, state or local permits before you go ahead with your project including (but not limited to) Sediment and Erosion Control,
Non-Discharge and Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit expires
unless otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your project, you must
notify us in writing and you may be required to send us 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
fills for this project (now or in the future) exceed one acre, compensatory mitigation may be required as described in 15A NCAC 2H .0506
(h). For this approval to be valid, you must follow the conditions listed in the attached certification, as well as the additional condition
listed below:
1. Waste or borrow sites shall not be located in streams or wetlands;
2. The culvert must be designed, constructed and placed to allow aquatic life passage;
3. Construction activities shall be conducted in such a manner as to prevent significant increase in turbidity outside the area of
construction or construction related discharge (50 NTU's in streams and rivers not designated as trout waters);
4. Deed notifications or similar mechanisms shall be placed on all retained jurisdictional wetlands, waters and protective buffers in order
to assure compliance for future wetland, water and buffer impact. These mechanisms shall be put in place prior to impacting any
wetlands, waters and/or buffers approved for impact under this Certification. A sample deed notification format can be downloaded
from the 401/Wetlands Unit web site at http://h2o.enr.state.nc.us/ncwetlands ;
5. The following condition shall apply unless it is demonstrated in writing to the satisfaction of this Office that the impervious area of the
entire, built-out project shall be lees than 30% and that there are no areas of concentrated impervious area over 30% within the
project such as, but not limited to, commercial areas, multi-family, clubhouses, maintenance areas, etc. A State Stormwater Permit
(15 A NCAC 2H .1000) can be considered to meet this condition.
An additional condition is that a final, written stormwater management plan shall be approved in writing by this Office
before the impacts specified in this Certification occur per Condition No. 3 in GC No. 3362. The stormwater plan should
be submitted within 90 days of receipt of this certification. The stormwater management plan must include plans and
specifications for stormwater management facilities that are appropriate for Class C surface waters and designed to
remove 85% TSS according to the most recent version of the NC DENR Stormwater Best Management Practices
Manual. These facilities must be designed to treat the runoff from the entire project, unless otherwise explicitly
approved by the DWQ. All stormwater from tees, greens, fairways, clubhouse and maintenance areas shall be directed
to flow to permanent stormwater management facilities in the approved plan. No direct discharge of stormwater to
streams is allowed from the golf course. Also, before any permanent building is occupied at the subject site, the
facilities (as approved by this Office) shall be implemented. The structural stormwater practices as approved by this
Office as well as drainage patterns must be maintained in perpetuity. No changes to the structural stormwater practices
shall be made without written authorization from the DWQ;
6. You are required to return the attached Certification of Completion form to notify DWQ when all work included in the 401 Certification
has been completed.
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
N. C. Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 [phone] Customer Service
1 800 623-7748
January 29, 2003
DWQ# 02-1952
Buncombe County
Page 2 of 2
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act within 60 days
of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to Chapter 150B of the North Carolina
General Statutes to the Office of Administrative Hearings, 6714 Mail Service Center, Raleigh, N.C. 27699-6714. This certification and its
conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have any
questions, please telephone Mike Parker in our Asheville Regional Office at 828-251-6208 or Cyndi Karoly in the Central Office in Raleigh
919-733-9721. Questions regarding stormwater requirements should be directed to Todd St. John in the Central Office at 919-733-9584.
Sincerely,
Alan W. Klimek, P.E.
AW K/cbk
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Asheville DWQ Regional Office
Central Files
File Copy
021952

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UALITY SECTION
Pre-Construction Notification (PCN) Application Form
For Section 404 and/or Section 10 Nationwide, Regional and General Permits, Section 401
General Water Quality Certifications, and Riparian Buffer and Watershed Buffer Rules
This form is to be used for projects qualifying for any of the U.S. Army Corps of Engineers' (USACE)
Nationwide, Regional or General Permits as required by Section 404 of the Clean Water Act and/or
Section 10 of the Rivers and Harbors Act, and for the North Carolina Division of Water Quality's
(DWQ) associated General 401 Water Quality Certifications. This form is also to be used for any
project requiring approval under any Riparian Buffer. Rules implemented by the N.C. Division of Water
Quality. This form should not be used if you are requesting an Individual 404 Permit or Individual 401
Water Quality Certification. The USACE Individual Permit application form is available online at
http://www.saw.usace.anny.mil/wetlands/Perm app.htm.
The USACE is the lead regulatory agency. To review the requirements for the use of Nationwide,
Regional or General permits, and to determine which permit applies to your project, please go to the
USACE website at http://www.saw.usace.army.mil/wetlands/regtour.htm, or contact one of the field
offices listed on page 3 of this application. The website also lists the responsible project manager for
each county in North Carolina and provides additional information regarding the identification and
regulation of wetlands and waters of the U.S.
The DWQ issues a corresponding Certification (General or Individual), and cannot tell the applicant
which 401 Certification will apply until the 404 Permit type has been determined by the USACE.
Applicants are encouraged to visit DWQ's 401/Wetlands Unit website at
http://h2o.enr.state.nc.us/ncwetlands to read about current requirements for the 401 Water Quality
Certification Program and to determine whether or not Riparian Buffer Rules are applicable. The
applicant is also advised to read the full text of the General Certification (GC) matching the specific 404
Permit requested. In some cases, written approval for General Certifications is not required, provided
that the applicant adheres to all conditions of the GC. Applicants lacking access to the internet should
contact DWQ's Central Office in Raleigh at [phone].
Trout Waters Coordination - Special coordination with the North Carolina Wildlife Resources
Commission (NCWRC) is required for projects occurring in any of North Carolina's twenty-five
counties that contain trout waters. In such cases, the applicant should contact the appropriate NCWRC
regional coordinator (listed by county on page 4 of this application) prior to submittal of the application.
Page 1 of 1
Coastal Area Management Act (LAMA) Coordination - If the project occurs in any of North Carolina's
twenty coastal counties (listgji,on page #) the applicant should contact the North Carolina Division of
Coastal Management (DC DCM will determine whether or not the project is within a designated
Area of Environmental Concern, in which case DCM will act as the lead permitting agency. In such
cases, DCM will require a CAMA Permit and will coordinate the 404/401 Permits.
The applicant may also choose to coordinate with the United States Fish and Wildlife Service to ensure
that the proposed project will have no impact upon any endangered or threatened species or critical
habitat as regulated by the Endangered Species Act, and the State Historic Preservation Office, North
Carolina Department of Cultural Resources to ensure that the proposed project will have no impact upon
any properties listed or eligible for listing on the National Register of Historic Places. Compliance with
these regulations is required to be eligible for any Department of the Army permit. The addresses for
both agencies are listed on page 3 of this application.
USACE Permits - Submit one copy of this form, along with supporting narratives, maps, data forms,
photos, etc. to the applicable USACE Regulatory Field Office. Upon receipt of an application, the
USACE will determine if the application is complete as soon as possible, not to exceed 30 days. This
PCN form is designed for the convenience of the applicant to address information needs for all USACE
Nationwide, Regional or General permits, as well as information required for State authorizations,
certifications, and coordination. Fully providing the information requested on this form will result in a
complete application for any of the USACE Nationwide, Regional or General permits. To review the
minimum amount of information that must be provided for a complete PCN for each USACE
Nationwide permit, see Condition 13, 65 Fed. Reg. 12893 (March 9, 2000), available at
http://www.saw.usace.army.mil/wetlands/nwpfmalFedReg.pdf. Processing times vary by permit and
begin once the application has been determined to be complete. Please contact the appropriate
regulatory field office for specific answers to permit processing periods.
401 Water Quality Certification or Buffer Rules - All information is required unless otherwise stated
as optional. Incomplete applications will be returned. Submit seven collated copies of all USACE
Permit materials to the Division of Water Quality, 401/Wetlands Unit, 1650 Mail Service Center,
Raleigh, NC, 27699-1650. If written approval is required or specifically requested for a 401
Certification, then a non-refundable application fee is required. In brief, if project impacts include less
than one acre of cumulative wetland/water impacts and less than 150 feet cumulative impacts to
streams, then a fee of $200 is required. If either of these thresholds is exceeded, then a fee of $475 is
required. A check made out to the North Carolina Division of Water Quality, with the specific name of
the project or applicant identified, should be stapled to the front of the application package. For more
information, see the DWQ website at http://h2o.cluu.state.ne.us/ncwetlands/fees.html. The fee must be
attached with the application unless the applicant is a federal agency in which case the check may be
issued from a separate office. In such cases, the project must be identifiable on the U.S. Treasury check
so that it can be credited to the appropriate project. If written approval is sought solely for Buffer Rules,
the application fee does not apply, and the applicant should clearly state (in a cover letter) that only
Buffer Rule approval is sought in writing. Wetlands or waters of the U.S. may not be impacted prior to
issuance or waiver of a Section 401 Water Quality Certification. Upon receipt of a complete application
for a 401 Certification, the Division of Water Quality has 60 days to prepare a written response to the
applicant. This may include a 401 Certification, an on-hold letter pending receipt of additional
requested information, or denial.
Page 2 of 2
US Army Corps Of Engineers Field Offices and County Coverage
Asheville Regulatory Field Office Alexander Caldwell Haywood McDowell Swain
US Army Corps of Engineers Alleghany Catawba Henderson Mecklenburg Transylvania
151 Patton Avenue Ashe Cherokee Iredell Mitchell Union
Room 208 Avery Clay Jackson Polk Watauga
Asheville, NC 28801-5006 Buncombe Cleveland Lincoln Rowan Yancey
Telephone: [phone] Burke Gaston Macon Rutherford
Fax: [phone] Cabarrus Graham Madison Stanley
Raleigh Regulatory Field Office Alamance Franklin Nash Surry
US Army Corps Of Engineers Caswell Forsyth Northampton Vance
6508 Falls of the Neuse Road Chatham Granville Orange Wake
Suite 120 Davidson Guilford Person Warren
Raleigh, NC 27615 Davie Halifax Randolph Wilkes
Telephone: [phone] Durham Johnston Rockingham Wilson
Fax: [phone] Edgecombe Lee . Stokes Yadkin
Washington Regulatory Field Office Beaufort Currituck Jones Pitt
US Army Corps Of Engineers Bertie Dare Lenoir Tyrrell
Post Office Box 1000 Camden Gates Martin Washington
Washington, NC 27889-1000 Carteret* Green Pamlico Wayne
Telephone: [phone] Chowan Hertford Pasquotank
Fax: [phone] Craven Hyde Perquimans *Croatan National Forest Only
Wilmington Regulatory Field Office Anson Duplin Onslow
US Army Corps Of Engineers Bladen Harnett Pender
Post Office Box 1890 Brunswick Hoke Richmond
Wilmington, NC 28402-1890 Carteret Montgomery Robeson
Telephone: [phone] Columbus Moore Sampson
Fax: [phone] Cumberland New Hanover Scotland
North Carolina State Agencies
Division of Water Quality Division of Water Quality State Historic Preservation Office
401 Wetlands Unit Wetlands Restoration Program Department Of Cultural Resources
1650 Mail Service Center 1619 Mail Service Center 4617 Mail Service Center
Raleigh, NC 27699-1650 Raleigh, NC 27699-1619 Raleigh, NC 27699-4617
Telephone: [phone] Telephone: [phone] Telephone: [phone]
Fax: [phone] Fax: [phone] Fax: [phone]
US Fisl
US Fish and Wildlife Service
Raleigh Field Office
Post Office Box 33726
Raleigh, NC 27636-3726
Telephone: [phone]
i and Wildlife Service / National N
US Fish and Wildlife Service
Asheville Field Office
160 Zillicoa Street
Asheville, NC 28801
Telephone: [phone]
larine Fisheries Service
National Marine Fisheries Service
Habitat Conservation Division
Pivers Island
Beaufort, NC 28516
Telephone: [phone]
Page 3 of 3
CAMA and NC Coastal Counties
Division of Coastal Management Beaufort Chowan Hertford Pasquotank
1638 Mail Service Center Bertie Craven Hyde Pender
Raleigh, NC 27699-1638 Brunswick Currituck New Hanover Perquimans
Telephone: [phone] Camden Dare Onslow Tyrrell
Fax: [phone] Carteret Gates Pamlico Washington
NCWRC and NC Trout Counties
Western Piedmont Region Coordinator Alleghany Caldwell Watauga
3855 Idlewild Road Ashe Mitchell Wilkes
Kernersville,.NC 27284-9180 Avery Stokes
Telephone: [phone] Burke Surry
Mountain Region Coordinator Buncombe Henderson Polk
20830 Great Smoky Mtn. Expressway Cherokee Jackson Rutherford
Waynesville, NC 28786 Clay Macon Swain
Telephone: [phone] Graham Madison Transylvania
Fax: [phone] Haywood McDowell Yancey
APPLICATION FORM BEGINS ON PAGE 5. PLEASE DO NOT SUBMIT PAGES 1 - 4.
Page 4 of 4
Office Use Only: Form Version May 2002
USACE Action ID No. DWQ No.
(If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A".)
1. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit Riparian or Watershed Buffer Rules
Section 10 Permit F] Isolated Wetland Permit from DWQ
401 Water Quality Certification
2. Nationwide, Regional or General Permit Number(s) Requested: Nationwide
3. If this notification is solely a courtesy copy because written approval for the 401 Certification
is not required; check here: n
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: F1
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: n
II. Applicant Information
1. Owner/Applicant Information
Name: Ronald Moser
Mailing Address: 210 Blue Ridge Vista Drive
As evi e, NC 28805
Telephone Number: 828-298-6367
E-mail Address:
Fax Number: 828-697-8458
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: N/A
Company Affiliation:
Mailing Address:
Telephone Number:
E-mail Address:
Fax Number:
Page 5 of 5
ti
III. Project Information
8.
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: Moser' s P1 acP
2. T.I.P. Project Number or State Project Number (NCDOT Only): N
3. Property Identification Number (Tax PIN):
4. Location
County: Buncombe County Nearest Town: Asheville, NC
Subdivision name (include phase/lot number): Moser ' s Place
Directions to site (include road numbers, landmarks, etc.): From Asheville, take US 19
South to Acton Cr.. Right on Acton. Turn Right on Monte Vista Rd.
Go 0.5 miles to:.left on Moody Rd Follow Moody Rd_ aro„t-n_ 7 miles
to Maple AVe. Turn right on Maple, go 600 ft. to project on left.
Site coordinates, if available (UTM or Lat/Long):
(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): 4.93 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Hominy Creek
River Basin: French Broad River
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http://h2o.ear.state.nc.us/admin/map-/.)
9. Describe the existing conditions on the site and general land use in the vicinity of the project
at the time of this application: Un-developed and zoned
Page 6 of 6
10. Describe the overall project in detail, including the type of equipment to be used:
Grade property to develop a residential subdivision Work
includes building one new road across an unnamed tributary stream.
Bull-dozers, excavators, and roller compactors will be used.
11. Explain the purpose of the proposed work: Residential subdivision.
IV. Prior Project History
If jurisdictional determinations and/or permits have been requested and/or obtained for this
project (including all prior phases of the'same subdivision) in the past, please explain. Include'
the USACE Action ID Number, DWQ Project Number, application date, and date permits and
certifications were issued or withdrawn. Provide photocopies of previously issued permits,
certifications or other useful information. Describe previously approved wetland, stream and
buffer impacts, along with associated mitigation (where applicable). If this is a NCDOT project,
list and describe permits issued for prior segments of the same T.I.P. project, along with
construction schedules.
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.
None
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 7 of 7
Provide a written description of the proposed impacts:
None
2. Individually list wetland impacts below:
Wetland Impact
Site Number
(indicate on map)
Type of Impact* Area of
Impact
(acres) Located within
100-year Floodplain**
(yes/no) Distance to
Nearest Stream
(linear feet)
Type of Wetland***

* List each impact separately and identify temporary impacts. Impacts include, but are not limited to: mechanized clearing, grading, till,
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:
Total area of wetland impact proposed:
3. Individually list all intermittent and perennial stream impacts below:
Stream Impact
Site Number
(indicate on map)
Type of Impact* Length of
Impact
(linear feet)
Stream Name** Average Width
of Stream
Before Impact Perennial or
Intermittent?
(please specify)
#1 culvert 140' UT Hominy Cree 18" Perennial

* 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, ditch ing/straightening, etc. If stream relocation is
proposed, plans and profiles showing the linear footprint for both the original and relocated streams must be included.
** Stream names can be found on USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
downstream named stream into which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
www.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapquest.com, etc.).
Cumulative impacts (linear distance in feet) to all streams on site: 140 feet
Page 8 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 map)
Type of Impact* Area of
Impact
(acres) Name of Waterbody

(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.)
Not Applicable

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 Not Applicable
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): 0 uplands F] stream n 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.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9 of 9
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
http://h2o.enr.state.nc.us/ncwetlands/stmigide.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 grading and erosion control plan attached-
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 http://h2o.enr.state.nc.us/wrp/index.htm. If use of
the NCWRP is proposed, please check the appropriate box on page three and provide the
following information:
Amount of stream mitigation requested (linear feet):
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 10 of 10
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 F-] 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 F-] No R
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 R
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 213 .0233
(Meuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes n No n 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* Impact
(square feet) Multiplier Required
Mitigation
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 I I of 1 I
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 213 .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.
XII. Sewage Disposal (required by DWQ)
Clearly detail the ultimate treatment methods and disposition (non-discharge or discharge) of
wastewater generated from the proposed project, or available capacity of the subject facility.
XIII. Violations (required by DWQ)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H.0500) or any Buffer Rules?
Yes F] No n
Is this an after-the-fact permit application?
Yes ? No n
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).
t Aplflicant/Agent's Signature " Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
MEMORANDUM
TO: John Dorney
Non-Discharge Branch
Regional Contact: Michael R. Parker
WO Supervisor: Forrest Westall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Moser's Place County Buncombe
Project Number 02 1952 County2
Recvd From APP Region Asheville
Received Date 12/30/02 Recvd By Region
Project Type residential road crossing
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req.
39 Stream O ?'O N F- 6-76 ?? 40,302. F 140.00 140.00
Mitigation Wetland
MitigationType Type Acres Feet
Is Wetland Rating Sheet Attached? 0 Y (0 N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue * Issue/fond 0 Deny
Provided by Region: Latitude (ddmmss) Longitude (ddmmss)
Comments:
Looked at site on January 24, 2002. Site is on both sides of stream and to cross it appears that this
much area is need to complete the project. Recommend issuance of WO Cettification No. 3362.
Pipe should be properly beded to provide aquatic life movement.
Regional Office Page Number 1
ventral Office
Triage Check List
Date: Project Name:
k
.
To: ARO Mike Parker
? FRO Ken Averitte
? MRO Mike Parker
? RRO Steve Mitchell
M q se r-5 Tlo, C e-
DWQ#: Or'?) 9 5
County: I CA000rY')b __
? WaRO Deborah Sawyer
? WiRO Joanne Steenhuis
? WSRO Jennifer Frye
From: Ij
Telephone : (919) 73L? - 17 S 6
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
Stream length impacted
FA Stream determination
? Wetland determination and distance to blue-line surface waters on USFW topo maps
EO 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?
N6 Check drawings for accuracy
? Is the application consistent with pre-application meetings?
? Cumulative impact concern
Comments:
MOUNTAIN ENGINEERING COMPANY
CIVIL ENGINEERING + SITE PLANNING
121 Third Avenue West, Suite 2 Hendersonville, North Carolina 28792 [phone]
? UE'C30?
Mr. John R. Dorney N.C. Dept. of Environment and Natural Resources
Division of Water Quality
401 Wetlands Unit
1650 Mail Service Center
Raleigh, North Carolina 27699-1650
Re: Moser's Place
Site Improvements
Asheville, Buncombe County
Dear Mr. Dorney:
16 December 2002

Attached for your review and handling, is one (1) set of Grading, Drainage, and Erosion Control
Plans for the above referenced project. Also attached, is the N.C. DENR Division of Water
Quality Pre-Construction Notification (PCN) Application form and the N.C. DENR Financial
Responsibility /Ownership (FRO) Form.
If you require further information, please contact me at 697-2122 or 329-2190 (mobile).
Sincerely yours,
John . et , P.E.
cc: Ronald Moser
FINANCIAL RESPONSIBILITY/OWNERSHIP FORM
SEDIMENTATION POLLUTION CONTROL ACT
No person may initiate a land-disturbing activity on one or more acres as covered by the Act
before this form and an acceptable erosion and sedimentation control plan have been completed and
approved by the Land Quality Section, NC Department of Environment, and Natuf?l]Ze urcES:
(Please type or print and, if question is not applicable, place N/A in the blank). lb
DEC 3 0 20Q2
Part A.
Project Name
2.
3.
4.
5.
6.
7.
10.
Part B.
i
e)
Moser's Place 4
Location of land-disturbing activity: County Buncombe County -
City or Township Asheville , and Highway/Street Maple Avenue
Approximate date land-disturbing activity will be commenced: Winter 2002
Purpose of development (residential, commercial, industrial, etc.): Residential
Total acreage disturbed or uncovered (including off-site borrow and waste areas):
4.93 acres
Amount of fee enclosed $ 200.00
Has an erosion and sedimentation control plan been filed? Yes X No
Enclosed
Person to contact should sediment control issues arise during land-disturbing activity.
Name Ron Moser Telephone [phone]
Landowner(s) of Record (Use blank page to list additional owners):
Ron Moser Homes, Inc.
Name(s)
210 Blue Ridge Vista Drive
Current Mailing Address
Asheville, NC 28805
City State Zip
Recorded in Deed Book No.
Current Street Address
City
State Zip,
Page No.
Person(s) or firm(s) who are financially responsible for this land-disturbing activity (Use a
blank page to list additional persons or firms):
Ron Moser Homes, Inc.
Name of Person(s) or Firm(s)
210 Blue Ridge Vista Drive
Current Mailing Address
Asheville, NC 28805
City State Zip
828-298-6367/828-778-6444
Telephone
Current Street Address
City Siatt, Zip
Telephone
P
r!,^N
(a) If the Financially Responsible Party is not a resident of North Carolina give name and
street address of a North Carolina Agent.
kfl\
Name
Mailing Address Street Address
City State Zip City State Zip
Telephone Telephone
(b) If the Financially Responsible Party is a Partnership or other person engaging in business
under an assumed name, attach a copy of the certificate of assumed name. If the Financially
Responsible party is a Corporation give name and street address of the Registered Agent.
Name of Registered Agent
Mailing Address Street Address
City State Zip City State Zip
Telephone Telephone
The above information is true and correct to the best of my knowledge and belief and was
provided by me under oath. (This form must be signed by the financially responsible person if
an individual or his attorney-in-fact or if not an individual by an officer, director, partner, or
registered agent with authority to execute instruments for the financially responsible person).
I agree to provide corrected information should there be any change in the information
provided herein.
Ron Moser
Type or rint name
Signs re
Owner
Title or Authority
i.,--7 ?
Date
I, ?E ER A .\1 Uc H A N , a Notary Public of the County of t 4b C ZSON
State of North Carolina, hereby certify that Ron Moser
appeared personally before me this day and being duly sworn acknowledged that the above
form was executed by him.
c? 1
Witness my hand and notarial seal, this 3 day of OQ ` C .. 520 00.
- -- --- JCL
Seal 4 C" it QJ-?'
Notary
_
My commission expires C 2T- , '41 " a `
I -?
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9617-10-J6-3/ST
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I.) TRANSVERSE EIPAI90N JOINTS TO SE A
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.
2) ALL MMYETE TO BE AHED WTH
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TYPICAL SECTION
II
IIII
4lu
sDENAK ATEALE

PLAN VIEW
•
,/I-RApJ I r
?+Jtll1
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TRANS RSE XPANSION IrNNT
STANDARD CONCRETE SIDEWALK
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PLAN VIEW N.LS
N.T.S. IIG1f:
a ?![Oll R2A1[NN19OLWWIL
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DARREIL D. REDNaYD
D.R. 1731, PC 42J
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µAPGE
21' GNP.
NOTES
A) PROPERTY IS ZONED RU-6 WITH NANLFAGNRD HWANG
OVEIUY. SETBACKS ARE FRONT-ISFL
SIDE. 6R
REAR-15E
8) ALL ADJOINING PROPERTIES ARE USED roR RESIDENTIAL
PURPOSES AND ARE LOCATED IN RA-6 ZONING DISTRICT
NTH YNUPACRIAED HOUSING OVERLAY.
C) THE STREET INLRIT OF WAY, SEMEIERE EASEMENT ON TOT
B, AND WATERLINE SEAL BE DEDICATED TO THE CITY OE
ASIIENAE
D) THE PROPERTY CO NTA14S 4.93 ACRES
E) THE MNAN HDRIZW7AL CURVE IS 10077. RAU1Ji
L0ItMrMAP
-1 Na ON RE war SCE Of, RE ST[LT
GEORGE NALLYVLf
PUT BOOM 16, PACE 118
9617-ro-n-lrxz
8I
ION
AL£N£ P. KINSLAND
D.S. 1711, PC. 222
9617-10-46-1890
NOTE PRP@IY 6 IDGR0 AT.1.- STREET. 0.121YE - 6
SUR VEKOR'S LEGEND
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?TDSOV E. WNSON
D.B tA02 PO. 101
PLAT BOOM 16, PAGE 118
9611-10- 1-9105
/ E.I.Un9 SAdm U-
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4
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D.S. 1101, PC. 111
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S TORM-WATER PIPE SCH EDULE
PIPE SIZE TYPE LENGTH SLOPE REMARKS
1 21' HDPE 23.0' 2.0% OUTLET TO DI#3
2 18' HDPE 23.0' 20X OUTLET TO DI#3
3 21' HDPE 125,0' 7.5% OUTLET TO D1#5
4 18' HDPE 25.0' 2,0% OUTLET TO D1#5
5 21' HDPE 77.0' I0.0X OUTLET TO JB#1
6 36' HDPE 70.0' 3.0X OUTLET TO JB#1
7 18' HDPE 25.01 207 OUTLET TO 111#8
8 18' HDPE 130.0' &5Y. OUTLET TO D1#9
9 18' HDPE 50.0 2.0% OUTLET TO DI#6
10 36' HDPE 70,0' 3,OY. RIP-RAP OUTLET

1201
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NC Nn-w Rol
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VICINITY MAP
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SCALE, 1' = 50'
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X :201W
:4 l 0! 9
-

MPG??19g9C(LSYT

1 PROPOSED
SILT FENCE
CONSTRUCTION ENTRANCE YARD INLET (DOUBLE)
?s s m' o (RIP-RAP APRON) (DROP INLET #1) e
p
9N
a Z
1 s O DI g3 0 -PIPE #3
PIPE ?2 ' 1 HDP.E 21,
8' HDPE 21' HOPE
I -
z I' DI,/2 DI,,
,I
20
9 I 98 73(
15
--_I 1
02
? Q
45.00
s
o m PROPOSED
y SILT FENCE
(DOUBLE)
MOSER'S PLACE
PLAN NEW
(STATION 10+00 to 14+40.0)
OUTLET PROTECTION
RIP-RAP APRON
a I / s8 I ?mm
-- ? Existing Sxdce Line
PDI 1
PIPE q6
36' HOPE
HDPE
1. INSTALL RIP-RAP APRON AT CONSTRUCTION
ENTRANCE (MAPLE AVENUE)
2. INSTALL RIP-RAP CHECK DAMS WHERE
DITCH GRADE EXCEEDS 10%
3. INSTALL TEMPORARY SEDIMENT PITS AT
ALL DROP INLETS (UPSTREAM SIDE)
4. INSTALL SILT FENCE ABOVE ALL
STREAMS AND AT TOE OF ALL FILL AREAS
0 20 40 60
SCALE- 1' = 40'
18'_. DPE /
16 .. 1 14 -
12
4_e
a U.3
000.
PIPE #9
18' HOPE
PROPOSED SILT
FENCE (DBLE) PROPOSED I
SILT FENCE
MOSER'S PLACE
PLAN VIEW
160 (STATION 14+40 to 18+80.0)
U
W
U
a
V1 W
O
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2t' imte 770 maz ourLEET TO Jmh
6 36' HEPE 70.0' 3AX OUTLET m 1
1a' HDPE aw 2.0 TO wile
h-
8 18' 03E 130.a' 8SX DOTIET m D109 _ 'i
."' { - _- _-- - , { . - --+ - -( - ,- 9 19' IODFE 50.0 2AX ?UfLET m Dtf6 - - ?
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7.7 - o i
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1
17
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_ it+oo ? 12+00 ? 13+00 Ia+oo _ ? - is+oo 16+00 17+00 ta+ v: J A%
10+00 00 19+00 k gHpq
201W
MOSER'S PLACE s of a
PROFILE VIEW
y

TRA ryu IC Aemri
Sr 1nlA
roe ono r*
me oar
u ¢rr u.rr-xC
P r?i
m¢ mono
u°-OL '
1?:)DOUBLE SILT FENCE (STREAM PROTECTION)
t mac
SRp A On/L
,. ?mx urr maim
eke Grk ? I --
was
meow wawa a1'rn011via?ve in?iFS' m
SECTMN nor wA u Haan
TEMPORARY SEDIMENT PIT
QAIm[
art nom
s m?ruw
aP ? 'u? mr°°6am
¢Vammwbtn?rtae ?? ? "? Loa mm wow
S@E.?1ElY
QSTANDARD TEMPORARY SILT FENCE
ran ?we77 -y, `-
_Ft"
i?w.w°ru?. ?mLmz-F M
DEYhId'A

15th!
TEMPORARY STREAM CROSSING
vex -
$iAlm? ®E
Nark w A
FrWzer - one half (1/2) ton per arr. (231b./1000sQ
_ _ aSw
?LyCiJC
?, ?wwmwsw moron
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FIDTiT?Y
CHECK DAM
,?rpsww
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rw ra vommwo.,
mane ?_? . .. .. .? r
fAC55 5'CnCp
?CONSTRUCT`ION ENTRANCE
r =
rwwrtet
STANDARD CATCH BASIN /
YARD INLET PROTECTION
werrssa
'^:: ?xmra
Panrax X`?9!ePnr eA1AFwAY YIIw SIDE mriR awm
-IaWa nP.Vr J
OPFw 11AIfwwAY a SrMr caller SAN
pea rc sxa
a¢
m ? mina u: tam wsnuP
k--" -REAP LINED CHANNELS
r+r am
TYPICAL PIPE OUTLET
werAia
Au
Rip i4tla ?
SECTION
n vex.
ma eau r rear
PLAN LJ
vsc eu
roc neap s x
TYPICAL PIPE INLET
raR
rt
SR
1.
AA LU R/!ffF -T e R
Sam `?_`\ e' err Yal
r. USE
i151 erWMIaE AAEie '`?
WT mmtona S FvE) AakY
mrenwo wy SEZON CROSS SECTION eranc'HY.-~...
z u Waxaa ser eaato er sm.L Be
r sFapA11a6
a[era ?? r
?p /ran savrwr
+ `FL ?7?? s(aPE WV wu a OAi,
DE9df OF SPILLWAYS IYx NA WE eta aTam
pIMWE A>E1 wove uw'Ixt '1, FL i - Ft SIX SLOPE
_NreAx .,_?...W
(ACRES)
3 6?0 I bb I
m . ILO
tea MAINTENANCE
al4RYFR eeanN xaE wmeAw
wmlbGwrl r[ OWiww ???ae-nW wrarlwn Vw a?takmID, pM! ®rn?wtt ?p?Ypw
?.p?:??o?er? wwaxwLLraepwx?waM??krAare...e?r
sMp wvos?tprFpfiA%r®erVOwL ar0<nCwraem e9M1Y Nor mil
kwns. ?rw.r?,Ar?w?K?mr,?,mP?dtm.?rrt?r?
(2)GRAVEL & RIP RAP FILTER BASIN
ESTABLISHMENT of COVER
GENERAL CONSTRUCTION AND EROSION CONTROL PRACTCES
1, LAND CLEARING
Initial land doming operations will be handled as logging
operations in those canon proposed fm road
construction. Suitable lnber Is harvested and wderstmy
vegetation is cleared by hand and burned. Wild clearing
does not extend within a 25 fool buffer along perennial
streams.
Erosion control measures shall be in place prior to logging
operolions
Ay arses dMfurbed durnq rnatpden shall how m
ocaptabb cave estahlished within 15 working days or
6%: days, 1chewr b lesm of the cwnpietion
otpoary ar dM grading opedlimc
Cowr Shall/ may Include:
WOODS MULCH: shdl be grand tree bark r chopped tree
trimmings spread at a depth of not lase th an three (3)
Inches. Grad surface Thal be slightly smoothed to Insure
positive drainage
TEMPORARY S®NG:
Grading shall be completed so as to provide o surface
suitable far the awes. of seedng equipment to d anew to
be seeded
Line Shall be uniformly applied at the fate of two (2) tone
per are (901bs/1000ef).
FeRlka, grade 10-10-10, shall be applied al a rate of B00
Ibs per care (2Obe/f000ef).
Linn ad fertilizer shall be lightly Incorporated Into the
Surface of the will prior to seedkg.
Seeding shall be with mood rye at o rate of 1201b./sae.
11 hydroweded, seed shall be mixed in a Slurry with wood
fiber mulch at the to of 50016./are.
Seeded mew shall be maintained by spot overseedIng as
required to provide for a uniform cover. Protect all seeded
area from traffic.
Seeded area shall be mddrod with clew, show mulch at the
role of 3000 Ibalame.
PERMANENT SEEDING,
Areas to recent pen-went seediry Shall be smoothed as
rerglred to provide a dean uniform surface, Tightly
.caroled
Lime Shall be wNrmly applied at a rota of one (1) too per
acs (45ibs/t000ef) m as moonmwded by sal testing.
Fsrllhe, grade 10-10-10 Thal be applied at a rote of 700
Ib./Sae in diately prim I. Seeding operations
(16[bs/IDDOsf).
Lima and fertilizer shall be Incorporated Into the top
surface of the entire aeo
Seed shall be applied in o manner suitable to the trroin at
the rate of 120 lb./- of KY31 I-.. and 15 ibe/Sae of
Crow Millet. Hy'troseed mixtures did[ include wood fiber
mulch at the rate of 500 la/acre.
Mulch slid[ be clean wheat straw mulch applied at the rate of
4000 lb./ace.
NI seeded aeon shall be protected from traffic. Spot
seeding as required shall occur wA a uniform stand of
gross has been established.
NOTE:
For single seeAng applications the following sot amendment
roles shall apply.
Line - two and me half (2 1/2) tons per
ace
(1151be/t0D03f).
2 LAND GRADING
Prior to Initiating grading, measures to protect Stream
channel. or sleep slope and drainage ways are netaled
Appropriate permits we In place prim to the construction of
stream crossings and appropriate was= control devices are
Installed 4n hod'alely following InNloI clearing, heavy
grading will proceed as reputed to axoovale proposed rood
beds. Cut slopes generally are graded to 1 1/2:1 based on
sae and rock -cRU- FIB slopes we graded and
compacted in lifts appropriate to the see material and
dressed at a maximum of 1 1/21 In critical areas. Maxkrum
Slope In not- meal Is 21.
Excess sal m rock materials am distributed In mew
adjacent to cmebvction to reduce slopes. or utilized
deaehere w the project it..
3. ROAD STABILIZATION
Road beds are stabilized wlih crushed stone a quickly after
the rood has been brought to find grade as weather permits.
Out and MI slopes we stabilized in an ongoing manner as
construction in a given Sea Y compiele Stabilization may
Include seeding or mulching with tree ;Mings as the
specific condition. require
4. DUST CONTROL
During priced of extreme dryness, dust Is controlled by
water applications at rates required to maintain the optimum
compaction characteristics of the eel
5. GENERAL EROSION CONTROL PRACTICES EMPLOYED
The following we general erosion control m c anlems employed
throughout the construction process
a. SIR Fence ore constructed dong the base of fill
elapse where damage to steep damage eoye, strewn.
adjacent properties may ear. Additionally,
fences are erected pared pipe inlets until find
adjacent grades we estoblished
b. Sediment Basin. or Sediment Traps am constructed in
area of high der concentration or adjacent to
atre= crossngs to protect strove s from eatet'an.
c. Temporary Diversions we employed dung the road bed
during cmetOwtnn and an fill dope areas until
shaping of slopes N complete. Additionally,
trnprmy diversion .wales me used near stream
rowing. to direct surface water to sediment balne
r for lateral dispersion of water veto protected
.,epee.
d. Rip-Rap or Paved Rood Ditches are established In
stop road lops areas to control run-oft at the We
of road lablIzations aM/r paving.
e. Pipe Outlet Stablizotlon structure. we established
on pipe. In peas as required to seduce scouring and
disperse concentrated starlit flow.
EROSION CONTROL MAINTENANCE
The following Is the typical procedure far rood construction
1. nagging Initial clearing antis
2. Instdhllon of required protective devices for
swinenlation control a required.
3. Clearing, rough gig and grubbing of site including
Installation of c Iverts with temporary protection
m required trading Operations Includes ongoing clean"
and mantmwce of sednrenl control device
4. Finished grading Ir.-diet ly follow. Hugh grading,
5. Road bed areas we stabilized with grovel.
6. Slope areas are stabilized with vegetation or mulch as
required
7. AN er-lon control .-me will be nepected weekly and
knmedlatdy following mnfak. Cleancut of structures
and repairs will be mods Immediately.
& Following stabilization of the site with permwent cover,
temporary measures are removed and the dMturbed areas
stabilized with vegetation r mulch.
?? ma
wmr ammesa
\ :h r
mwwen `?Jr?wa
-0
PRECAST CONCRETE MANHOLE
JUNCTION BOX
0 ArAAaa
1. NI erosion control devices will be checked far stability
and proper operation Immedalely following each rainfall
but In no Dose lees than weekly. Required cleanout o
repairs will be mode Immediately to mantdn al devises
n gad working -der.
2. Sediment balm or taps will be cleaned out when the
level of sediment reaches a point no less than 2 feet
from the lop of the H-r or gravel filter. Gravel will
be dewed r spiced to I- proper drainage of the
bean or trap.
3. Sedmont will be removed from behind sediment fences when
the -cumulation exceed. B lichee at the fern. Fence.
will be repaired as rewY"ed to maintain a binder.
4. All seeded mean will be fertilized. reseeded as required,
a mulched as prodded In the vegetative pion until a
dgaaua, dense wrgetalive wee has bee established
5. Mdedd. removed from swine-t devices shall be disposed
of In approved Sea and stabilized with vegetation.
SHALLn?w 1VPE
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4?"? Rw.Wall ran reverse
PRECAST CONCRETE CATCH BASIN
mwa?
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I NOTES: - r
I ~ - ~ A A) PROPERTY IS ZONED RM-6 WITH MANUFACTURED HOUSING D - ~~-,n Pin Sef ~-~*_`E ,n~~a '
1.~ r I ~ LCi . OVERLAY SETBACKS ARE. FRONT=1;ft. ~ - kculroad Spike S~? a~~~ I
Nom', N'rik~4A~ 'kOWN ~?f ~ ~ ~'F;' a i r`up7 uNLESC pTF1E~wl E t~IrE~ ~l' ~ ~ I SIDE= Eft r = ~lnmorked Pofit ;,,mess otherwise n,~l?~! ,yr,'°' ~ i REAP,=15ft "'F= Power Pole
'~F aSNEvn f INEEkIi, , I I - J--1 ~ ~ ~
~ B B) AtL ADJOINING PROPERTEES ARE USED FOR RESIDENTIAL -P-- ~ ~~~erheod Power tine ~ ~ N
Fw W ~ I :r i PURPOSES AND ARE LOCATED IN RM-6 ZONING DISTRICT C% =~~7r~~tory Sewer ~ m WITH MANUFACTURED HOUSING OVERLAY. -s- ~ ~'>~~nitpry Sewer c r~ ~,~;r,,w, ~ N
+ _ F,n, w„~ I ~ ~o C N ~ r~nce Cane ~ ~ ~
I ~ ti r ~:,,i~ti I,t ~ - C) THE STREET RIGHT OF WA'r, SEWER~iNE EASEMENT ON LOT - i s ~ ~ _ reek _ ~ / Q ~ ~ 6, AND WATERLINE WILL BE DEDICa rtD TO THE CITY OF Z i
' ~ I ~ I i n q, , a,~w. j ~ , , i - ASH VI "roposed Street sight ? r`~ / ! U
i I ~ r;rl _ .....~,y '~''tt ~ I _ 1 MAC rj - 1-- I ~ ~ F'n:~posed Street 'ree 1 ~ Z m
'A .__.r.._- I D) THE PROPERTY CONTAINS 4 9,3 ACkFS _ f. ~ i. ~ ; ~ ~ ~ ~ ~ y Hydron t ~ ~r ~ ~ - r ! Z ~ N
~ i(tr ~ I MAX Fi i I - - L. ,1 I ~ << JJ AL h L ~ E E? THE fd1NIMUM HORIZONTAL CUR'iE I OOFT. RADIUS. „ti' ~i W W
Iz ~ _ ~ I 2 W ~ ~
~'I ~ ;u'H aNi I c'~ 5;r x
f . r Ir~lt I rk.LE I`Hi iraF _ E tT ,P ~ I ~A"a'~ I ap ~ SEWEN ~ • ~
NCd p? iYa'I~F' nN[~I'~"
+;PJ~IPiH ahV ~ 4',T ";IGI:' z ~ ~ ~ ~ L OCA 170N MAF ~ ~ w ~
Hor ro ~ W (Yi ~ ~ W ~ ~
.Vl ~ ~~L,~~ ! -TYPICAL SETBaLk ~ LINE ~ ~Ir~ ~a l ~ ~ '~,~'A~~I z W m z
I ~
'rF~C;'A, ;ti:~C~SE z ~ N z w
tt
d O ~ d
a~P 3n T i;~rRrt ~i~r(L_ 11~ ' L%~r~t~_ A~ii_~(iwf~ U a
t 96',-1U 96'7-10J7 /0~2 E"
~ ! ~ i~__._ .I (V
I ~ : N
l ~
/fir 7- ~l i. Th ~ O] O
' \ i _~.~~Y~..~~~--_....~-....-__-.~__I . T.
} i _..,T ~
I ,:~~M~.,~ r: ~ TEMPORAR r ~ AR~ _ ENE
V ~ I \ ~ SEDIMEN I TRAP #2 i f _ ~
\ ':OMI I h~ rr~,~l ~ -15.0'(9 0')=1375 sq.ft. I 96!~ d
/ ~ VOL=3.5 (1375)=4813 cu.ft.
I < ~ r ~ \ ~ > u INtf_PVA~~ Irv ,ON..RETE ~uRB ~ , ~ 250.'I~ ,'v T RG~'~~ A RI( 1 ~ "I'1 TU • 4 0
IN,E ~ NC' Ai >IL iE~- PEA ' ~ib.92'.__ iio ;ce Line ~ U ~ti
- _ . ~ t,,, E+
A ~ _ - _ _ 24 ~/A~~EY CURB DETAIL r fir '
!Ud ~r 7 _ g . - . _ - . _
9 10 r,~ _ _ - -
'306 Sp,ft. 6 n 6e A~ - - y 1 _ _ _
- c - _ - ~ w . _ ~ ?'ra _ _
- Existing SPrv~ce _
F 1 TRANSdER F CXw4NSi)N IOINTS TO t7E s _ 12 ~ - _
_ ~ . MAXIMUM !~F 50 FEF i ~ - - _ N - W
j ALL ~~ONCRETE TQ BE FINISHED +MTH ~ - - _ _ DI fT I~-+-~I S . , .
~ ~;URING COMPOUND ~ ~ i - - ~ t , • ~ ~ N ~i `1 ~ 1-i
~ I j THE ~ONSTRUCTI("IN ~ r A ;IUEWALK a MAr UTILIZE ASPHAL .T`rNE I 1 OR % MH 4 ~ ~ ~ ~ ..p'., V J .i.. _ _ _ ~ r
_ i MATERIAL UPON PRIOR APPROVAL. BY 1HF. _ ~ ~ . 5- _ UTr ENGINEER. IN SUCH CASES THE ~ _ _ t - - O y~' ~ ~ ~ V - g o-z}~ ~ W
_ ~ CONSTRUCTION SHALL CONSIST OF FC~UP (9j ~ _ n, ~ - __S1 \ ~ L L_..
c ~ a _ INCHES CABC AND TWO (,a 1NI,HES - ~ ~ . ~ v~ 3 i7PE I-I OR I-2- HAN J ~ V II~-~, V HAI~gICAP R _ {3 W ~
} o ~ = I - - W SAL w 30, t ) o p 765 stir p ~
~ ~ PROPOSED SIDEWALK I ~ a ~ ' ~ ~ (CONC. 4000 P.S.I. MIN.) ~ 0.17 Ac. a
Q UTILITY ~
~ ; STRIP ~ a 5' - VARIES . ~ . ~ a ~ , 5. U' , _
_ _--r- - _ 114 /F~i I ~ , i - - 9 / ~ . -
_ " - ~ 0801 _ ~ ~ '
o , 6 ABC STONE ~ s -O - .
a ~ ~EXISTING Ok PROPOSED 2'-6" - ~ ~ ~ 7 1q~ _ , u ~ CURB AND ;I!TTER ~ 1 _ ~ ~ ~ _ _ 0 ~0 / ~
~ ~ ~ ~ TY A T ` . ~ _ _ PIC L SEC ION
v I a i -r-.~ ~ ~2s5 s ~ I I 0167 Ac . ~ Oq ~ ~
N ~ x ~ a 4 H -~-+~p U
W ~ rn I - ~ s~wALK wREACI. I _ STORM-WATER PIP x E SCHEDULE
- I ~ , ?;'E''`~ sit I 5 - - = PIPE SIZE TYPE LENGTH SLOPE REMARKS
1 r ~ ~,6T i - r ~ o s ~
1 ~ TEMpORAR I 1 MPORARY ~ ~ ~ 1 21 HDPE 23.0 ~,0% OUTLET TO DI#3
~ ~ i2" ' ~ ~ ~ reet- SEDIMENT I /8.' RAD ~ ~ r ~ - ~ SEDIMENT TRAP X11 ~ s r =1s.5' s.o' t s ~ 2 18 HDPE 23,0 ~ 2,0~ ~ OUTLET TO
pow ~ As -18.5 - - 3 1- _ von-4(1125)-a5oo ~u.ft. ~y 21 HDPE 125,0 7.5/ ~ OUTLET TO
~ ~ ~ zo ~ 2 S .F , X90 _ _ D I # 5
1F:~~NS~~ h ~F_ EXPANSION JOINT ~ I ~ - 3 ~I ~ ~ 4 18' HDPE C 5~0' ~ 2.0% OUTLET TO DI#S ' t
_J" S 21' HDPE 7 ' 7.0 10,0% OUTLET T
7284 sit . _ - _ A o ~a 6 36' HDPE 70,0' 3, AR RAMR ~,~z _ _ 0 . OUTLET TO JB#1
STANDAR CCNCRET I WA 0167 At ; ' ~ ~ ~ HANUICAF CAMP D E S DE ~K ~ ~ (TYPICAL)
M ~ ~ 0~ w ~ 7 18 ~ HDPE I 25,0 2.0% OUTLET TO DI#8 ~ ~
t I • r: , vs ~ ~ ° 8 18' HDPE 1300' 8.5% _ A OUTLET TO DI#9 ,1, _
_.an ~~t_. 9 18' ~ HDPE 50.0 _ 2,0% OUTLET TO DI#6
a~ ~ _ ~ I ~ 19~ ~1: - _ ~ ' c' r A ti i, r r
~i ~ ~ + AjPHALT •,R rrlN~-t~E?E i ~ J2 -$q.Ft ~ If, NOTE TO CC~TRA~ ~ 1('~• '~.,~~i.,~; ~ti , 10 36 HDPE 70,0 3,0% RIP-RAP OUTLET ,
1~1 Ac ' -P.FSIDEM11Al DRIVEWAYS TO BF 10 ~9' IN WIDfn ~ . , - r, -t----
V C _ _ -CONIAERGAI AND INDUSTRIAL. DRIVEWAYS TO 6E A I ~
MAkMN1M OF 36 FEET MADE Z / . i DR:vLa'Ar BY OixEFS >IUf.WALF ~ t- - - -
MIN I -uL CONCRETE SHALL BE A IAINIAIUM OF W00 Ry. 7265'Sq.Fc 1 , ~ O.t67 do ~ " ' i W
-ELEv 'B' Mlr;~~°:. ELEV. "A' EQUALS I INCH. I E~
I I
! CONC. DRIVEWAY DRIVEWAY Br OTHERS ~ 0 1 ~ APRON w/6" MIN. W/ MAX. RECOMMENDEI- '-RADE
TwCKNE55 ' ~ ~ F. ~ 1
I ~ I _ 6~ Sp.Ft - ~ j i=, ~ ~ A 7265 SyFt.
I ~ ----r ~ ~ O.t Ac 0, 67 Ac. ~ 1.' MIN I ~ ,h°A
_-loex SIDEWALK .y ~
EXPANSiCIN _ RISE !~1_ r~~NT 47 kADIUS j ~ ~ p N
I)RIVEWAr / ~ r:-:; / =i~E NyarOnt ,~ra~
i AKRON ~ ~ ~ . .10~ Exr'sting Woter~ine ~9 Wotatine ;a
I ~ i I 45 R t of Nb F~ t of Nb ~
• ~ - EXPANSION JOINTS - ~ R ~ C A B C EXPANSION ~ S ~ I T ~ os pw D.d 1307, , ~0 N y p1? Qd 1307, Pg. 17?
I FXISrmI, _L~RB ANp GurrER I Iq Ou and D.B. 1307, P9. ~EXISTINC t D.B. 1307, Pp. 176
PAJEMENT
,A L ~E C TI nN ~ _ .
j r.; N T S. I P .L II MP _ ~ ~ Street ) Y m m C7 o
{ ubl t a< wY
, i CURB SHALL BE TAPERED TC' P E FINISH RUSH WITH SIDEWA~r s x ~ W o r 0
~~r~~~~inl _u~dl:~n,. n" ~~aE~~l: ~Ni?H r' ~NCFE~E - BEGINNING RADIUS SHALL Nt77 F.N~.ROACH ON Z _
ADJACENT PROPERTIES BASED C+N A PROJECTION aF THE PROPERTY LINE FROM THE. ~ICHT OF WAY C:, I -'~i ~,li 3 l ~ _ Il: , ~(J(1 ~ I
TO THE CIJRB LINE. ~ ~ ? ' O pp , o
i SIDEWALK SECTION SHALL NOl BE PEQUIRED ALONG '.TREE TS WHICH ARE NOT PLANNED r~~ SIDEWALM
~ o lic ~
O O
STANDARD DRIVEWAY APRON C ~ pR o '
~
2 SHEET
180
1of3
eq ~ KER
R« _ ~,~'~3L•~.-- ;a'`+'~'~' ~ .~ri!Fii~°p$~i.. ~~s~'^`1F °v._. du.9?tu!'~ _ _ "m n.~i..~"_. ~ f feu

i
V
rn
OUTLET PROTECTION
RIP-RAP APRON (V
U O ~ z a
PROPOSED ~ U z ~
~
I T FENCE SL r O m
DOUBLE) v o - CONSTRUCTION ENTRANCE YARD INLET ~ v l Ex~stin `_rr~J r-e L4~~.: + ~n-.++ x ao
a / . - APRON (DROP INLET #1) ~ tp , / W v
RIP RAP ) o _ ti - , ~ ~ _ W H ~ W ~ w ~ x
- _ . - z w : _
, - O N ~
I - - _ - ` - ~ ~ _ _
- _ z~ , ~ PROPOSED RSA ,9~~ ~ x . _ W ~ ] N - _ ~ - - i cn
- XI SILT FENCE ~ ~ _ - W r AREA A w -
i DOUBLE) ~ f~A 8 - ~ ~ ~
3 ~ ~ \ s ~ 1 _ PI 4 ~ DI #3 Rf-~ MH #
. - PIPE ~ _ - PIPE- 8-.. _ r- I ~ - E-a z # _ - 12 w - ~ z ~
I 2fi-~ H6PE - ~ ~ , _ ~ I PIPES PIPE 2 21 HbP # _ 18_ ..HDPE. ~ _ a ~ z ~
„ PIPE #10 ~ 21 ~IDPE 18 HDPE ' ; ~ ~ a o O ~ x x - ti _ R ~ a
36 HDPE . ` - ` _ \
i ~ ~ ~ - _ _ _._...---ts p ro
JUNCTION ~ Joao , _
' BOX (s S ~ - ~ ~
DI #5 36 X48 ~ ~ S), A _ _ xo
, 0+~ _ , f RA o a ,.14. h • _ . ~ - a ,i . 1
_ _ - i M H 4 N ~ DI 9 o _ W ~ J, i~9
- ~ ~ PIPE #9 I ~7 ~ 13
o ~ „ ~ ~ ~ PI 18 HDPE 8 DPE ~a . • _ _ ' ~ o
DI 4 `,9 8 ~ s a' ~
N ~ ~ t D1, #2 - ~P SIO S ~ _ ~ _ o. ~ d I~ 16
~ DI #9 1. INSTALL RIP-RAP APROM AT CONSTRUCTION MI o
j ~ ' ~ > 20 ~ 17 , ~ ENTRANCE (MAPLE AVENUE) A 5 . - ~ _ U
DI 6 INSTALL RIP-RAP CMECK DAMS WHE E Aft # - ~ ~ ~ ! r' ~ DITCH GRADE EXCEEDS 109'
EA I ~ ~ IM NT PITS AT PIPE #6 3. INSTALL TEMPORARY SED E PIPE 9 ~ o 4T „ - z
~ + ' 18 HDPE
36 HDPE ALL DROP INLETS UPSTREAM SIDE) ~ ~ _
~ ~ VE ALL 4. INSTALL SILT FENCE ABO
ST M AND AT TOE OF ALL FILL APEAS k . ~ REA S SEAS ~ W
~ - ~ s ~ ~ " ' O I P OPOSED SILT U R zoo •
45.00 ~ 8 FENCE (DBLE PROPOSED
PROPOSED ~ SI T F NCE is~ W L E
° ~ SILT FENCE ~ ~ Q, a - s - - _ ~
J m - - a
DOUBLE ~A ~a ~ t ~
P w
x
MOS R'S PLACE E MOSER S PLACE ~ w~
PLAN VIEW U~
PLAN VIE W STATION 14+40 to 18+80.0
14+40.0 STATION 10+00 to o zo 40 ~o . O 160

SCA ~E, 1 = 40 40
i
. HORIZONTAL SCALE: 1 ~ 40
VERTICAL SCALE: 1" = 1d 0
w
- -----r- _ --`T--. _ _ . _ _ - - - _ _ _ _ _ _
_ _ - - _ t ~ , _ . - . - _ _t_ - _ , . o
i ` _ _ " _ ~ ~ _ _ ~...i:ri I _ _ _ ~ ~a
- - 7 It _:._.a.-.-..___._ I - _ l - _ .___....._y_..__..._ i .....~.._._....,_,__....-._w._._._.._~_.._._ _..r-_
.rr _ _ I ~ ~ . _ _.-9.-___ - ~ . - ..._....-.r-._-._...... ~ _ _ --j~.-~ t t i ~ w... _
_...-l.._ _ _ ____.w _ _ _ _ 1
i - _ _ II ~ r s~ I 1 Y_.._.,_ .d.
~ 1 I . E
PROP ~ SED - _ . . ~ ~ _ - I 4 - - - _ _._.-4~..__4-..~ _ _ _ i 3
I _ ~PRt~ LE _ _._.-T._ 11 1 _ • ` Z . _ _ _ __,...~r. _ _ _ _ t ~
.2 0 - - . . _ _ _ _ ~ _ _
r _ _ _ _ a t _
. _ _ _ _ P.W ~ _ - _ _ ~ _ _ - --t- - _ _ 1 a
- . - - ~ t
. f r _ . _ _ . _ _ - _ tS- ~ . _ . _
100 _ T - T`"... - ~ _ - P O.S r ROFILE ~ ~ _ _ - - I ~ _...._._..G.__ --7-_
- _ - I 1 _ - _ _ _ STAG 3~'77.D i _ _ _ i ~ • _ _ - _ a
i ~ _ - _ ~ _ _ _ _ _ 4 U
r -a---.__._~ a _ ~ _ _ . _ 9 ~ _ E ~ - . _ _ , ' ~ ~ _ . _ ~ o ~ _ _ _ . E-+
_ EXI~TLNG _ ?i~i9U Z _ _ _ _
_ 4.___.._.._._ ~ _ r___ ` T ~-r--__ _ _ . ~X S f~ _ _ _ ; _ W o 6• _ _ ~ '
fi-_ . - _ _ _ - I _ _ _ _ _
i ~ P OFttE.*. ~ .t_.w~. ....~M L v_. •~.m ~~.~~._.....q .~w ~.w~~_ ~.7 Q •
_ w _ w .
- , - - - ° PROfI _ p _ - ~ . . _ . _ _ _ - _ -t----- _ _-----a-. _ _ _ _ - .
_ :2080 t. _ ~ _ _ _Y _ _ y _ ~ _ _ L _ _
0 - - _ - ~ 0 .i Q . I _ _ M_. - - _r _
- - _ S _ _ _ ~ .0 _ - STA.t7 O -__.r_. 3 _ . _ _
_ ~_m _ 30 L~ _ _ - - . _ - I
_ - ~ ~ - _ _ _ - ~ ao ~1` _ : _ _ ; ~ ~ ao , . _ _ STQRM-WATER IP SCHE UL
PREO D ~.0?0 _ , _ _ _ . _ _ _ _ -Ft _ _ _ _ _ ; _
i - _ _ . -r-_-. ~ - - _ , t~ PIPE SIZE TYPE LENGTH SLpPE REMARKS ~ _ .D _ .
_ , _ _ I - - ~ - '-.-MW ' w _ -_t_____- V, _ _ t._. 1 21 HDPE 23.0 2.0% pUTLET TO DI#3 ._._...__.r._.._._..
_ i.. 1..~...... _..r _ - i _ 2 18' HDPE 23.0' 2,0% OUTLET TU DI#3
r- ; _ Q i= ~ _ _ - _ _ 3 21' HDPE 125.0' 7.5% pUTLET Tp DI#5 ; . . _ _
- _ - ...-G..._ _ ~ ~ ~ ~ 4 18' HDPE 25,0' 2.0% pUTLET TU DI#5 - ` _ _ _F__ ;
~.u60 ~ ~ _ _ - - - Q - ~ _ _-t- ~ ~ ~ - --i---- _ . . _ _ _ 21' HDPE 77.0' 10,0% OUTLET TO JB#1
, _ - _ - ; f/} Z ~ ~ ~ s + _ ! _ ~ 6 36' HDPE 70.0' 3.0% OUTLET TU JB#1 ' m
_ . _ ~ O " w....-,..6_ - . - ----_----r.- 7 18 HDPE 25.0 2,0% OUTLET TU DI#8 z
Q a ~ _ _ _ . _ _ I . B 1$ HDPE 130.0 8.5/. OUTLET Tp DI#9 a ~ ~ w ~ 7 s I
_ ~ i ~~.___.....j. ~_Y_.___.'__ 9 1$' HDPE 50.0 2.0% OUTLET TO DI#6 ~ ~ ~Z
/'y t r--- - I~....__ ~ ~ ~ + 36' HDPE 70,0' 3.0% RIP-RAP OUTLET ~ Z
~ _ - _ _ Y A _ _ s ~
_ . _ i - ~r_ _ - __m.~__ _ --+--~+-.-.-..r • { _ I O i _ i . -
- -'t' _ _ ~ N a m
~ I - ~ ~ _ _ . _ . _ . _ _ N n N o ~ _ I o o _
t _.__«r _ _ . _ - _ _ _ .
- . _ _ . ' -..~._i.~_... _ ~ - ~ R r„-_.
; _ ---t-- :_J. _.._1_... - _ _ i_... _ _ _ _ ,.Q-, .c SSA„
14+00 15+00 1 10-A00 11+00 12+00 13+00 18+00 19+00 2 'L 16+00 17+00 y L SHEET
2 of 3
MOSER S PLACE
PROFILE VIEW KER
1 1
AiL

_ ,+.u.a,, . ~I, rtD e. rHr ENi,iHEE~ ~ n
- 'I ~ANz'~ -~EARiNG
~ MN. 12-T; 2 CA
INTERMEDIATE _ WRES All areas disturbed d~nr.) _.~nStruction shall have an Initial land ileann ~ eroti~~nc ~ acceptable cover estobl~~~n~d within t5 working days or g Ge i~"~ ~ ~ " •'i' '
Asir, ~0 GA. uNf AIRES ~ 1Y w 60 calendar days, whiche.er i5 less, of the completion operations +rp~e areas (.rv~.~~sr. ~1 N
2/S w z/Sw of temporary or final gmd~ng operations. ~onstruct~on 5u~tab'~e t~~mbe~ r ,-:e>'.ed n_~ ~ j vegetation is !feared t+v h~no 7n~~ ;UfRed I~°~~I+~~~ `~7'~~C~ N ~
JtADE { . , ~a ~ / ~o does ~Ot extend within J ~ r~~,~;r'Fr n ~ U N Cover shod, may mr,{.r., _ - ~ - C ~ x w
~j d I«,
J z ~ ~"'~~--r~rER rAe~c oR WOODS MULCH: shall be around tree barn: or chopped tree ~ W cRAVECerDaNC trimmings spread of n depth of not less than three (3) Erosion Co!~tr~~' me~~_.'~~~ t- _ _ _ ~ ~ ~
- -r ~•I'Jn Pratlll rl~ ~ n
~ PARABOUG->HAPED _waT wA~ 'SHAPED BY BUL war~RWAY~ WITH S>.QN.~n ~ R RAIN inches. Ground surfo~e be sllghily smoothed to insure 1 Z o ~ ~s~APrD eY euunor~i positive drainage. a a ~
~ G. !N t viEw ' , ~ W A
LAND ~RAD~N. ~ TEMPORARY SEEDING: ~ ~ x ~
A'OOD j' STEEL POST Grading shall be completed so os to provide a surface W ~ x w : _edin a ui ~ment to all areas to Prior to ~nitiot~ng ~a~ad,.;, ~ ea ~,r tF ' r Z
n , .j~ " ~ W0+£N WIRE FABRIC d suitable for the access of ,e g q p ,_hannels or stee s~c~~e ono oar ,a~ ~o.n ~ ~ ~:e;; ~ • I c - be seeded p ~h
~ YLT FENCE FABRC d.. - - I; io~,~. Appfapflate permits r)rr iii p~JCe (r 7r tr; t,r. .Of ' .i: ti~" V N C7 N
,16~ FILL `LSE ~ . stream crossings and appr~:prio'e EI ~.~:~r I d~ ;~,e_ ~ Z Z =~=.__~,rR rA~,D Lime shall be uniformly app.~ed at the rl~~te of two tons installed. Immediately folicw!n,a in t,al c!ec~~nq, },~eav~ W a ~ N
,i~, c ~ ~ ' f0R REPUR OF ~4T d I r orsAVFDe[oa"o per acre (901bs/t000sfj ~ - ~ ~ w ~ i grading will proceed os required t F _a~,ntr ~r„E• s~. r_,~,r,,! W ~
I ~~I + ~ ~ FENCE FAILURES. USE I i ( N4IE. 7 No. S7 WASNEG ;TfX+E ~ I •A.: ~ I As rN ANCHOR vn+EN vIr V SHAPES Wf~T RWA'f WI H ~~'KA'r WITH STONE CENTER DRAIN - i beds. Cut slopes generalll, ore ~la!~ied t~~ l 1 I Ord ,,n Z 'a
' _ -USE 5U TE E 'INL+ +NEN ORuNACE AREA n •c'+~' GRADE iENCE IS PROTEC1iNS; r I _~rt._. _ ~ , DOES NOT E+A,EED ifA ACRE AND NEvER iN ~ CATCH BASIN. (SHAPED BV MDtq ~ AREAS 41 G(MI~".EN (RATED ROw ~'I ~;A„ (sNAPED ~wTOR cawER~ Fertilizer, grade 10 10 ~ u, shall be applied at o rote of 80C soil and rock ;ondlt~ons. TiII sll,ues ~~r e a~ ~ led anc' ~ Ibs per acre (201bs/1000si}. _ _ ~ ~ m
M "T ~ ~ 6 MIN GVVEP TO BE I ISEO MMERE ETN i compacted in li't~ appropr.at? t~,, t` H s`a itar.71 ~~n,~ E...t Z ~ N ro BE USED MNERE E1BCE590E STORNWAIER W ~ dressed Ot a n~iax~murn of ' i ~ ri+i. ,;l ~:~rE~:~s 1~1~~ ~ i;~~-
~ ! D~fR SKIRT i ! i vL1,0C11TES PRDIRBIi VE ~I ANCHOR ~;IRT AS SIZE CF STONE MUST vt~,cemes PRO~r ~cccTAmE uNNCS. Lime and Artiliter shop he lightly incorporated into the slope in non-I~riti~Cal areas a 1 ~-t ~ w
i „i,E ~ DIRECTED BI' ENGINECR r ARPRDPRIATE DESGN M zzE a sroNE MUST eE DETERMINED eY surface of the soil prier to seeding. I~ d Z ARPRDPRIATE DE51011 MOQDURE O a x
AEEA A"rr~,N )i: - I. ` DIMEHStpJS FOR d R R TO DESIGN. DwENSaNS rat a e M vA~rts AccaRO~+c ExoeSS Soil or rp~_k materials are ~Jl~trit-~~,tF~_t in carep<; U ~ CL To ~s~ Seeding shall be with annual rye at o rate of 1201bs/acre.
~F.,IR~,;~~s:I ;~pF `JIEW adjacent to construction to reriu~ e ~Il,p~s. ~sr ut.ili~?.+ If h roseeded, seed shall be mixed in r slurry with wood ~ elsewhere on the project. site.
- RIP RAP LIN ILT FENCE ~ TEMPORARY S RAP L ~ N E ~ C A N N E ~ S fiber mulch at the rote of 5001bs/acre. N
r ~ STANDARD - NOT TD SCALE ? J ~ . ~ . _ _ - = Nor ro scuE SCALE Seeded areas shall be rnointained b sot overseedin os 3 ROAD STABIIiZAT~t:?N
NOT TO SCALE Y P 9 required to provide for a uniform cover. Protect all seeded Road beds ore stobd~zed with cr~.,shed stoi~r ,-~s quicb~ly ~rrel
areas from traffic. the road has beer, brought to f;ril ~,r,~~e :~s wF°~tf'er p~~
Cut and fill slopes ore stabilzded u~ ~n _>I~ a ~;rg Mor,,,er
Seeded urea shall be rnvi~.hed with clean straw mulch of the construction in ~;ven arP~ ,~I ~ ~r~- ;~:,b~; rote of 3000 Ibs/acre ~ '
inolude Seeding ~?i' Mulching A;tn ~ ti,-~
9•-~z• cuss specific cond~t!c~s re~;~~ire RIP/RAP PERtuIANENT SEEDING:
CPARSE ACGRECA TF EARTH FILL COvEREU B~ ~ I/: OuME TER nF PIPC~ g^ pip URGE ANGULAR RJCr OR 12" w19CHE vER IS ~ M P ~ "'r Areas to receive perm : ent seeding she! be smoothed as -t .~h~T t,ON
CREATEk Yq:pt. .,,nor, ~ . CMp required to provide o .~e ~n uniform surt~ce, lightly ` scarified. a
rILffR FABRIC - - ~ --fwti . p' an _F'A~q ~~,~r. ; pen-~1:~ ~ _ i _ , , z o ~ +6 rte. ~i~ wu._ OpF~i , t'r
8~ Lime shall De unifor~~. .~G1ied at o rate of one ~ toy _ _ . . _ x
L y.: acre ~451bsf1000s'' recommender h~ soil tes',n y ~ ~ - '
CAPACTTV Of PIPE CULKR~S ;h +:iEAN STp( r !::LEAN sTaNE Reftdlze. grade 1C- _ ' seat; be apphf ' of '^I rate _ ~ _ _ _
ipGE1HER • BANK. NLt. Ll-~A A. CEF11+ DfG;H ibs%otre immediate. ~-Or to seeding e~erati;,rs _ _ _ _i,~«.- _
LLL.Y.1L"i' SECTION
r
,r I I I EARR+ FllE soKRED e ^ IARGf ANCAIi Ak p!;;} J?AKL TIT ~ _ime Ono ~ert+#Rer : - Jd, _ ..a - . . f _ ~ be ~ncorporotee ~~to the u ; " _ ; _ ~ ~ s.~:,.e~ , : ~ _
i' ' SOARS[ AGGPE'~~A'i GEiM, T 1/2 J?AKL plT _ ~ su, face o, the eni ~reo. _ _ . ` t o
li ` DEER . °Er° _;.F shall be a L.;: ".n o manner suita.ie to the - , -
I f I i - _ r? ~ .,F 'rte of 120 Ibs ":re of KY31 Fescue and 15 'ts ` - y 4 l o ~ • I- f d ~ :e~~rion Millet. Hydr~._eed mixtures shot include wo~.~' .e' _ - - ~
i E.I,~r, d ]K. I ~ I ~ i - ~ of the rote 500 Ibs acre. ~ Sedi " _ T ,inn _ / , _ . _
I~, Ryr S D dreuS _ w,. B ,A; _ _ ~ 1
I- q r ~ o ~r,.: !I r, ~,rr la h '.F -,f Strean, ~ . ~"ra 51_ ~ . _ w r-ti . - Muicr~ ~ be ciea ~at straw mulch app ed at t e ~ , ~ „0
x _ _ X08 ~ w ~ 4000 Ibs, acre. r Tem Orar ~ :e~= ~ ? ~ ~r, - ' ~ - - ~ p ~
~-.`.r~' .w ~6i•. r. .E LIME rI• c;f ~ ~ 00' ~EAr+ ..,E~, fILLE: °0 rin ~n .r t ~ Y . du 4 cc o ~ - ~ , . ~ All seeded oreos shall be protected from traffic. Spot , ~ _ , , . A , W
_ I _ I seedin os re aired shall ~,ccur until o uniform stand of shop~r~ ~ ape ; ?.c , ~ Y 9 q x
~ I+r-- 15' SiRCAM CHANNEL 10N t. ~ i MINIMUM MINIMUM ter~~L~orai y di~ers~L,r~ swr~~r, ~~;re a ~9 ~~~e~ur s'I ~~::i. ass has been eatoblished ~ crossings to d~u~e,t surtoce watdl t~, se'~i^~e~~~t k ~
NP Uf BAMI 79P OF RANF ~j ,
NOTE' or f . 6„er.,l d. _.~cr. . ~ w~~ter _ ~ ~ _ r . F , u slope,.
61 For sin le seedin a ~ilcotions the followin soil amendment g g P~ g d. Rip-Rap or Paved Road Ditches are established ir.
TYPIC~ TYPI A PIPE OUTLET _ rates Shall °pply stee rood slo a oreos to control run-off at the time C L p p
f- , T- TREAM CROSSING TEMPORARY 5 IMtf~ I PiT MPORARY SED ~TTOS~~E TE ,~T DoT ro scAlE _ ~ , . of rood stobilizotions and/or paving.
NOT TO SCALE Lime -two and onN half (2 1/2) tons per acre i i Sibs! OOOsf).
e. Pipe Outlet St~Nizotion structures ore established on pipes in oreos as required to reduce scouring and
Fertilizer one half ! ~ /2) ton per acre (231bs/1000sf). disperse concentrated storm flow. ~
0 U
d W
I i ~ auoE :ONSTP'~.~~CTION SCHEDULE ~-`~':~N ` :'ti - ~ ~q+ _ _ o
_ --~q 5' 'p EiErAna+?r 5'JEtMwATEa
/5 MA SHf r: ~ yA~ li ~ NETK POSTS s r
r FILTER fA)K+IC~~ vac The foUaw~n is fry ical ~r~uCedu?e fc~ road s, ~ ~ :re,: ~~I 'AXfI[~~ ~ tvp r .rover ,)p?r~' ~_~A ~
HARUwARU ARE EiTENDS i0 ~t r' :aS2 '~c, as ' `~'~o99ing iflitir =wring '.5. - - -
rnP a 60x - ARC ecars w,ii c~
SEi SECTION ~ staflot~on -ed ;rective deg :es tar ?'Qd "~=<`i~; -
sedimentct`_~ ~ ~r.±-~ ~s 'equ~ed.
~ wearing, grao~r ; _~d grubbing of site - _ : _
;,r:;~' - ..~.....e ..~e tie inStaltat••:r :ui4'er:5 ~o terTiQOfOr~ prOtCCt'ti - ~ .
- _ ] .o- :Y ,r 'r inC'•.~e5 On ;r ~ a, .2 Uear~ea •t'^-CCei 'S_'P _ a5 fegl, = . Odlr y Ot10nS g~ ~ .
I ~ (g!L - ~ 11l , ~ n m it ~ n, of ~e ° ^~ent contra deuces. r;as~n ~x 'rap r. _ i a d o e ~
NDp+T 9 w. ~ ~ . _ . flit D - _ _ _ Sediment will be remcve~ . ~z~ . „ see ~ •e ~ _ _ «i ~ FIP~aAP Finished , cdinq imme^ .rely foNows ~ wgh gran' ~ . ~ .
_ - I , the occumutation exceeds ~ n;'e<_ the 1e~:e
i rE~fC aic FAP AEr M FAV ~ .r - - ROIL STABi!..-:. ~ - I ~ '.~N L. ~ will be repeired as r uirec tc mointc~r ,a~~,,e, ~ Rood bed ~~eos ore sty;, ilized with gavel. ~ - ~ ~ ; Z '.FiN I ~ _I
I ' I i - rtv~ - ~ ~ A` «AV+EO S'UNE L. r wAS+ID STONE rroE au ~ ~ AiI seeded oreos will be 'ertlii:ed reseede" as .A , f~
Nll E. Slope area are stab~l;zed with vegetation or mul.t, TN I ~ or mulched as provided .n the vegetative cio~~ u~ t ~ ~ ~Enc required.
, i r , ~ti-- vigorous, dense vegetative cover has beer estab!~s^°~r ~
~TANDARD CATCH BASIN 7. AU erosion control measures w~l be inspected weeliy and ~
- TYPICAL r N 1 PROTECTION 1 YARD I LE T PI A PIPE (NET 5 Materials removed from sediment devices shat. be r~~~,~~ -e~; ~ Y C 1. immediately following rainfap. geonaut of structures Q
~-~i K D A _ NOT TO ~ - 1 _ NoT m scAlf and repairs will be mode immediately. of in approved oreos and stabilized with vegetet~or DoT ~o ~ Q W W
-t- N~rr~~ SI:AI~ 8. Following stabilization of tht site with permanent rover, U~ ~
temporpry measures are removed and the disturbed oreos
stabilized with vegetation or mulch. ~j Q
~ ~
G
S FT WN SIAt~~_~; F~ ~N9LLow TYPE U]
y 1.S FT (II fi 3p 1EET IN uEVIH (5 rEET dt ItSS w DEVTN) NO E'"S
Y. 1800 CU FT/ACRE I W
STANDARD MANHOLE - - - ^ ANU i:vER -
~T STANDAPD STEPS 18•aJ r r)
' ~ u5E FoR DRawacE aREAS ' rucr EXCEEDING (FIVE) ACRES - CENTEP~- ~ ti~ x• C.
\ 8.~. 1 i ~ IAN t0A0nG i i -STANDARD
''0 M'"_ EARTH BERM sHalt. 8E STABKIZEL wJ SEEDING CR~1j5~~ ACCURDINO TO TOWN SPEpFICAiION$ is 20' ! ~ N' W w[~0 1~~pi[ 1 ~ i rfNiER~b (iJ
r e•, 0E5~t1 TLEMENT Ill l I_ t
:s DR .D~H ~ sErnED ~ RAS1~C CfltMi PMlly OR s 1~-
vaovrxEC smt+' TOP E ~.T'",; ~ r.UEAF+ i~. ~ ~ MIN 9;~A'.'WA 't AN ,.7MIE rM / Ire ~ ~ ~ IU1Yl M!IlER ,pNR MIN s' wASNED i bD 7 STONE BEDDNG ~ y
' GREA TEP ~ - t i ~ ~.n P . .~-s'.~ I` 6• fRAME, GRAtE 8 HOOD CJ Q
~ . ~ ~ . i~" { (EMERGENCY L5 FT 4 Fi MI(~ ~ r 1 S~ + B~r~-PA SS 6' PER D.O.T. SiD B1003C • C:, f J A: W 0.z G~, v v,
1 - ~ ~ r~';: ~ BELOW SETTLED 5 FT ~'~i_oPE YAri ~ TpP ~1F DAN a~ tiw U vR~cw u.[~ Mm e' nxa wfb ° r ~
_ WAX FILL MGF'A6 ~NbfFl SiONf. BEDONC ~ a
ti~ti '~IGN__"f I C~JAY i FILTE(<--"""'.. 1:1 SIDt ~F'F i h~~~ ~ ~ IMOT TO EXCEED 5' ~ ~ FI AT TOP DETAIL e•-i ~ y,
DRAINAGE AREA WEIR LENGTH FABRIO' ~ ~ IiA)( GaTURAI ' E (ACRE51 (FT) I ; ~ OFQU14 I
1 ~ 0 3
- MIN___~ HEr GOHS'R~tnDN-~ r ~ p MIN Ain, ~ ~ 9 0 ,..,A~ I _ ~ - ~ ?~N c' rw~e ea ; I m ~ ~ STONE ~OINO ~ A.~ I ~ ~
--T 4 10 G I, MIN. ~ s Izo MA ANI Q O
< i r MiN ' , ..-~._1 OINENSIUN"~ SHOWN ARE MINIMUM iZ°_~ 1. CONCRETE S1WA R ION P~ MN fOR KL PRECAST CAR CONCRETE Glg1 ~ " O
MSPECT 1'EMPORARr SED~lNt ikAPS AFTER EACH P[NOD OF 9CHIRCANT ~EuOvE SEDIMEH7 Ale ~iglE TRAP ~ ~ ORIGINAL ~ L PRECAST CONq~! 1T~uC1tREf MAY ONLY BE RgTALLED Q i C r° . ~i
0010,1"S WHEN THE SEDWENT HAS ACCUMULATED TO OW-HALF THE DESIOW Aw A THE TNAP PLACE US TEOYLN 1 T1 IWLMUVtL) IN A DESMATED DISPOSAL AREA AND REPLACE ME CONTAM MXD PART OF TIE M4& FACING TO DEPTHS wx AS ACCEPTABLE By THE MANUFACTUM
CMECc ME STRUCIUK FR DAMM4. FROM EROSION OR IM 10. PERMICALLY al ~ It DEPTH l)F ?HE SP% MY TO ENSUK.A IS A MINIMUM l 'WAFFLE- 90M AN ACCEPTABLE FOR SHALLOW rgVE CATCH BASMS. SHEET
OF N.5 FT BELOW THE LAW PONT OF ME EMBANKMENT. yECATEL, FILL ATM 11T1/pIT OF THE EMBANKMW TO SUGHTLT ISM DE4GN - GRADE. ANY RIP RAY OMPLACED FROM THE SPILLWAY MUST K REPLACED RIANW<T. 160
SUALIZE THE EMBANMI WT AND ALL DISTURBED AREAS ApK THE SEDIMENT P@ft M DOWN `.TREAM FROM 19 11AP IMME'DINI&V AFTER CONSTRUCTION AITN SEED9I0 3 of 3 s
PRECAST CONCRETE MANHOLE
JUNCTI BOX PRE AST CONCRETE CATCH BASIN ,KERJ..
CONSTRUCTION VEL 8c RIP RAP FILTER BASIN ENTRANCE GRANOT TO SCALE NOT TO SCMt UK TO ScAke
21 2-