20041150 Ver 1_COMPLETE FILE_20040714

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Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 14, 2004
Ramey Inc.
Attn: Russ Willard
Post Office Box 10
Bethania, NC 27010
Subject Property:
Alan W. Klimek, P.E. Director
Division of Water Quality
DWQ Project # 04-1150
Forsyth County
High Knoll Subdivision, US 158 (Reidsville Road), Walkertown, NC
Approval of 401 Water Quality Certification with Additional Conditions
Dear Mr. Willard:
You have our approval, in accordance with the attached conditions and those listed below, to place fill
within or otherwise impact 120 feet of streams for the purpose of constructing a crossing at the subject
property, as described within your application dated July 13, 12004 and received by the N.C. Division of
Water Quality (DWQ) on July 14, 2004 and additional information received on October 13, 2004. After
reviewing your application, we have decided that the impacts ai`e covered by General Water Quality
Certification Number(s) 3404 (GC3404). The Certification(s) allows you to use Nationwide Permit(s) 14
when issued by the US Army Corps of Engineers (USACE). In addition, you should obtain or otherwise
comply with any other required federal, state or local permits before you go ahead with your project
including (but not limited to) Erosion and Sediment Control, and Non-discharge regulations. Also, this
approval to proceed with your proposed impacts or to conduct impacts to waters as depicted in
your application shall expire upon expiration of the 404 or CAMA Permit.
This approval is for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application. If the property is sold,
the new owner must be given a copy of this Certification and approval letter and is thereby responsible for
complying with all conditions. If total fills for this project (now or in the future) exceed one acre of
wetland or 150 linear feet of stream, compensatory mitigation may be required as described in 15A
NCAC 21-1.0506 (h). This approval requires you to follow the conditions listed in the attached
certification and any additional conditions listed below.
The Additional Conditions of the Certification are:
1. Impacts Approved
The following impacts are hereby approved as long as all of the other specific and general
conditions of this Certification (or Isolated Wetland Permit) are met. No other impacts are
approved including incidental impacts:
Amount Approved
(Units) Plan Location or Reference
Stream 120 (feet)
401 Wetlands Certification Unit
1650 Mail Service Center, Raleigh, North Carolina 27699.1650
2321 Crabtree Boulevard, Suite 250, Raleigh, North Carolina 27604
Phone: [phone] / FAX [phone] / Internet: htto://h2o.enr.state.nc.us/ncwetlands
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Ramsey, Inc.
Page 2 of 3
October 14, 2004
2. Erosion & Sediment Control Practices
Erosion and sediment control practices must be in full compliance with all specifications
governing the proper design, installation and operation and maintenance of such Best
Management Practices in order to protect surface waters standards:
a. The erosion and sediment control measures for the project must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Sediment and Erosion Control Planning and Design Manual.
b. The design, installation, operation, and maintenance of the sediment and erosion control
measures must be such that they equal, or exceed, the requirements specified in the most
recent version of the North Carolina Sediment and Erosion Control Manual. The devices
shall be maintained on all construction sites, borrow sites, and waste pile (spoil) projects,
including contractor-owned or leased borrow pits associated with the project.
c. For borrow pit sites, the erosion and sediment control measures must be designed, installed,
operated, and maintained in accordance with the most recent version of the North Carolina
Surface Mining Manual.
d. The reclamation measures and implementation must comply with the reclamation in
accordance with the requirements of the Sedimentation Pollution Control Act.
No Waste, Spoil, Solids, or Fill of Any Kind
No waste, spoil, solids, or fill of any kind shall occur in wetlands, waters, or riparian areas beyond
the footprint of the impacts depicted in the Pre-Construction Notification. All construction
activities, including the design, installation, operation, and maintenance of sediment and erosion
control Best Management Practices, shall be performed so that no violations of state water quality
standards, statutes, or rules occur.
4. No Sediment & Erosion Control Measures w/n Wetlands or Waters
Sediment and erosion control measures shall not be placed in wetlands or waters to the maximum
extent practicable. If placement of sediment and erosion control devices in wetlands and waters
is unavoidable, they shall be removed and the natural grade restored within six months of the date
that the Division of Land Resources has released the project.
5. Certificate of Completion
Upon completion of all work approved within the 401 Water Quality Certification or applicable
Buffer Rules, and any subsequent modifications, the applicant is required to return the attached
certificate of completion to the 401/Wetlands Unit, North Carolina Division of Water Quality,
1650 Mail Service Center, Raleigh, NC, 27699-1650.
Violations of any condition herein set forth may result in revocation of this Certification and may result in
criminal and/or civil penalties. The authorization to proceed with your proposed impacts or to conduct
impacts to waters as depicted in your application and as authorized by this Certification, shall expire upon
expiration of the 404 or CAMA Permit.
If you do not accept any of the conditions of this Certification (associated with the approved wetland or
stream impacts), you may ask for an adjudicatory hearing. You must act within 60 days of the date that
you receive this letter. To ask for a hearing, send a written petition, which conforms to Chapter 150B of
Ramsey, Inc.
Page 3 of 3
October 14, 2004
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 Cyndi Karoly in the Central Office in Raleigh at 919-
733-9721 or Daryl Lamb in the DWQ Winston-Salem Regional Office at 336-771-1786.
AWK/bs
Enclosures: GC 3404
Certificate of Completion
Sincerely,
k
, P.E.
AlaPWKlime
cc: Jennifer Sjaardema, Skelly and Loy, 6404 Falls of the Neuse, Suite 103, Raleigh, NC 27615
USACE Raleigh Regulatory Field Office
DWQ Winston-Salem Regional Office
DLR Winston-Salem Regional Office
File Copy
Central Files
Filename: 04-1150 High Knolls Subdivision (Forsyth) 401
O?( W A rF9 Michael F. Easley, Governor
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North Carolina Department of Environment and Natural Resources

Alan W. Klimek, P.E. Director
Division of Water Quality
August 27, 2004
Forsyth County
DWQ# 04-1150
CERTIFIED MAIL: 7003 3110 0003 6489 7967
RETURN RECEIPT REQUESTED
Mr. Russ Williard WETLANDS/ 40, GROljp
Ramey, Inc.
5121 North Causeway Drive SEA Ii X004
Bethania, NC, 27010 WATER QUALITY SECTION
Dear Mr. Williard:
On July 14, 2004, the NC Division of Water Quality (DWQ) received your application for a General 401
Water Quality Certification to impact 120 linear feet of an unnamed tributary to Mill Creek in the High
Knolls subdivision on highway NC 158 in Forsyth County. On August 25, 2004, Mr. Daryl Lamb of the
Division of Water Quality, Winston-Salem Regional Office, conducted a field review of the proposed
impact. Based on the information provided in your application and Mr. Lamb's observations during his
field review, we feel that additional details are required in order for us to determine your project's
compliance with 15A NCAC 2H .0500. Please provide seven (7) copies of the following information:
A delineation must be made of all wetlands in the area depicted on the planview of the proposed
road crossing that was attached to your application (High Knolls Creek Detail - 07/07/04). A
wetland data sheet should be included for each wetland area delineated. The amount of wetland
fill, in acres, required for the proposed road crossing must be listed under Item 2 on page 8 of the
application. All boxes of the table under Item 2 should be completed for each wetland impact.
2. Under Item 3 on Page 8, the impacts from the culvert and riprap dissipater pads should be listed
separately. The cumulative impacts total must be the summation of impacts from the culvert and
riprap pads. In addition, please include the engineering calculations that show all hydrologic and
topographic parameters used to calculate the required dimensions (length, width, and thickness) of
each riprap dissipater pad.
3. Under Item XI on Page 12, provide the area, in acres, of all existing and proposed impervious
surfaces for the entire project. Also, calculate the percentage of the entire project area that will be
covered by impervious surfaces. Provide detailed information on the stormwater controls proposed
in order to protect surface waters and wetlands downstream from the project site. In addition,
provide a detailed plan view of the entire project site showing topography, streams, wetlands,
proposed building lots, existing and proposed roadways, proposed stormwater devices, and
proposed impacts to streams and wetlands.
None Carolina
Naturally
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet http//:h2o.enr.state,nc.us/ncwetlands
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycledl10% Post Consumer Paper
Mr. Russ Williard
Page 2
August 27, 2004
4. Provide a detailed engineering drawing of the proposed culvert and energy dissipater pads. This
drawing should include dimensions of the culvert, headwall, and dissipater pads in both plan view
and cross section. The drawing should also provide a description of the material used for the culvert
and headwall (e.g. CMP, RCP, concrete, etc.) as well as the class of riprap to be used.
Until the information requested in this letter is provided, I will request (by copy of this letter) that the U.S.
Army Corps of Engineers place this project on hold. Also, this project will be placed on hold for DWQ
processing due to incomplete information (15A NCAC 2H.0507(h)). The processing of this application
will begin when the requested information is received. Please be advised that if your proposed activity is
subject to Section 404 of the Clean Water Act (33 U.S.C. 1344), you must also receive a Section 401
Water Quality Certification from the N. C. Division of Water Quality before you begin any work.
Please send the requested information to Ms. Cyndi Karoly, N. C. Division of Water Quality, 401 Wetlands
Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650. If you have any questions, please
contact Mr. Daryl Lamb, DWQ, Winston-Salem Regional Office, at [phone] extension 293.
Sincerely,
Steve W. Tedder
Regional Supervisor
Division of Water Quality
SWT/cdl
cc: Ms. Andrea Wade, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
DWQ, Winston-Salem Regional Office
401 /Wetlands Unit File Copy
Central Files
Skelly and Loy, LLP, 6404 Falls of the Neuse Road, Suite 103, Raleigh, NC 27615
O?WA
OF ?FRQG
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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
August 27, 2004
Forsyth County
DWQ# 04-1150
CERTIFIED MAIL: 7003 3110 0003 6489 7967
RETURN RECEIPT REQUESTED
Mr. Russ Williard
Ramey, Inc.
5121 North Causeway Drive
Bethania, NC, 27010
Dear Mr. Williard:

On July 14, 2004, the NC Division of Water Quality (DWQ) received your application for a General 401
Water Quality Certification to impact 120 linear feet of an unnamed tributary to Mill Creek in the High
Knolls subdivision on highway NC 158 in Forsyth County. On August 25, 2004, Mr. Daryl Lamb of the
Division of Water Quality, Winston-Salem Regional Office, conducted a field review of the proposed
impact. Based on the information provided in your application and Mr. Lamb's observations during his
field review, we feel that additional details are required in order for us to determine your project's
compliance with 15A NCAC 2H.0500. Please provide seven (7) copies of the following information:
1. A delineation must be made of all wetlands in the area depicted on the planview of the proposed
road crossing that was attached to your application (High Knolls Creek Detail - 07/07/04). A
wetland data sheet should be included for each wetland area delineated. The amount of wetland
fill, in acres, required for the proposed road crossing must be listed under Item 2 on page 8 of the
application. All boxes of the table under Item 2 should be completed for each wetland impact.
2. Under Item 3 on Page 8, the impacts from the culvert and riprap dissipater pads should be listed
separately. The cumulative impacts total must be the summation of impacts from the culvert and
riprap pads. In addition, please include the engineering calculations that show all hydrologic and
topographic parameters used to calculate the required dimensions (length, width, and thickness) of
each riprap dissipater pad.
3. Under Item XI on Page 12, provide the area, in acres, of all existing and proposed impervious
surfaces for the entire project. Also, calculate the percentage of the entire project area that will be
covered by impervious surfaces. Provide detailed information on the stormwater controls proposed
in order to protect surface waters and wetlands downstream from the project site. In addition,'
provide a detailed plan view of the entire project site showing topography, streams, wetlands,
proposed building lots, existing and proposed roadways, proposed stormwater devices, and
proposed impacts to streams and wetlands.
One
NhCarolma
Naturally
North Carolina Division of Water Quality
Wetlands Certification Unit 1650 Mail Service Center Raleigh, NC 27699-1650 Phone [phone] FAX [phone]
2321 Crabtree Blvd. Raleigh, NC 27604-2260 Internet http//:h2o.enr.state.nc.us/ncwetlands
Customer Service Number: 1-877-623-6748
An Equal Opportunity/Affirmative Action Employer - 50% Recycled/10% Post Consumer Paper
Mr. Russ Williard
Page 2
August 27, 2004
4. Provide a detailed engineering drawing of the proposed culvert and energy dissipater pads. This
drawing should include dimensions of the culvert, headwall, and dissipater pads in both plan view
and cross section. The drawing should also provide a description of the material used for the culvert
and headwall (e.g. CMP, RCP, concrete, etc.) as well as the class of riprap to be used.
Until the information requested in this letter is provided, I will request (by copy of this letter) that the U.S.
Army Corps of Engineers place this project on hold. Also, this project will be placed on hold for DWQ
processing due to incomplete information (15A NCAC 2H.0507(h)). The processing of this application
will begin when the requested information is received. Please be advised that if your proposed activity is
subject to Section 404 of the Clean Water Act (33 U.S.C. 1344), you must also receive a Section 401
Water Quality Certification from the N. C. Division of Water Quality before you begin any work.
Please send the requested information to Ms. Cyndi Karoly, N. C. Division of Water Quality, 401 Wetlands
Certification Unit, 1650 Mail Service Center, Raleigh, NC 27699-1650. If you have any questions, please
contact Mr. Daryl Lamb, DWQ, Winston-Salem Regional Office, at [phone] extension 293.
Sincerely,
Steve W. Tedder
Regional Supervisor
Division of Water Quality
SWT/cdl
cc: Ms. Andrea Wade, U. S. Army Corps of Engineers, Raleigh Regulatory Field Office
DWQ, Winston-Salem Regional Office
401/Wetlands Unit File Copy
Central Files
Skelly and Loy, LLP, 6404 Falls of the Neuse Road, Suite 103, Raleigh, NC 27615
Skelly and Loy, LLP
6404 Falls of the Neuse Road
Suite 103
Raleigh, NC 27615
E-mail: [e-mail]
Internet: www.skellyloy.com
October 13, 2004
SKELLYAND LOY
ENGINEERING - ENVIRIXVMEPITAL
CONSULTANTS
Phone: [phone]
Fax: [phone]
Mr. Steve Tedder n ? (F), (??'qfJ(
Regional Supervisor IIIJJ;??1?? it ?/ L? D
Division of Water Quality
OC T 1 3 2004
2321 Crabtree Boulevard
Raleigh, North Carolina 27604 DENR-WATER QUALITY
WETLANDS AND STORMWATER BRANCH
Re: Response to August 27, 2004 Letter n
General 401 Water Quality Certification"
High Knoll Subdivision
Forsyth County, North Carolina
Dear Mr. Tedder:
As requested in your letter dated August 27, 2004, Skelly and Loy has provided
the following additional information regarding the 401 Water Quality Certification for the
above-referenced project. Skelly and Loy has reevaluated the project since receiving
your comments, and has determined that the area of impact due to the crossing is a
Palustrine Emergent Groundwater Discharge Wetland. This wetland is a headwater for
the unnamed tributary to Mill Creek. Therefore, no stream is impacted by this crossing.
Items in bold indicate additional information requested by you, and following are Skelly
and Loy's responses. An amended PCN Application is also attached.
1. A delineation must be made of all wetlands in the area depicted on the plan
view of the proposed road crossing that was attached to your application
(High Knolls Creek Detail - 07107104).
Project wetlands were delineated on September 14, 2004 and are shown on the
attached map (Figure 4) for the above-referenced site.
A wetland data sheet should be included for each area delineated.
A wetland data sheet for the delineated wetland (W-1) is attached.
The amount of wetland fill in acres, required for the proposed road
crossing must be listed under Item 2 on page 8 of the application. All
boxes off the table under Item 2 should be completed for each wetland
impact.
See amended PCN Application.
2. Under Item 3 on Page 8, the impacts from the culvert and riprap dissipater
pads should be listed separately. The cumulative impacts total must be the
summation of impacts from the culvert and riprap pads.
Office Locations: Harrisburg, PA Pittsburgh, PA Morgantown, WV State College, PA Hagerstown, MD
Affiliated Company: AMS of Skelly and Loy, Harrisburg, PA
Response to August 27, 2004 Letter
General 401 Water Quality Certification
High Knoll Subdivision
Forsyth County, North Carolina
Page 2
Based on Skelly and Loy's reevaluation of the project, the area of impact due to
the crossing has been determined to be a Palustrine Emergent Groundwater
Discharge Wetland and no stream is impacted.
3. Under Item XI on Page 12, provide the areas, in acres, of all existing and
proposed impervious surfaces for the entire project. Also, calculate the
percentage of the entire project area that will be covered by impervious
surfaces.
See amended PCN Application.
In addition, provide a detailed plan view of the entire project site showing
topography, streams, wetlands, proposed building lots, existing and
proposed roadways, proposed stormwater devices, and proposed impacts
to stream and wetlands.
See the attached Figure 4.
4. Provide a detailed engineering drawing of the proposed culvert and energy
dissipater pads. This drawing should include dimensions of the culvert,
headwall, and dissipater pads in both plan view and cross section. The
drawing should also provide a description of the material used for the
culvert and headwall (e.g. CMP, RCP, concrete, etc.) as well as the class of
riprap to be used.
See the attached Figure 5, 6, 7.
Skelly and Loy understands that upon receipt of this additional information, that
processing of the 401 Water Quality Certification will proceed. Please advise if you
require any additional information. Don't hesitate to call with any questions.
Sincerely,
SKELLY AND LOY, LLP
Jennifer Sjaardema
Environmental Scientist
C.C. Tom Johnston, Skelly and Loy, Inc.
Russ Willard, Ramey, Inc.
Andrea Wade, U.S. Army Corps of Engineers, Raleigh Regulatory Field Office
Attachments
Office Use Only: Form Version May 2002
USAGE 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 F-] 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: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Ramey Inc.; Russ Willard
Mailing Address: 5121 North Causeway Drive, PO Box 10, Bethania, NC 27010
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: rwillard8(a,triad.rr.com
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: Tom Johnston/Jennifer Siaardema
Company Affiliation: Skelly and Loy
Mailing Address: 6404 Falls of Neuse Rd. Raleigh, NC 27615
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: tjohnston(a-),skellyloy-com/jsjaardema(&,skellyloy.com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: High Knoll Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
3. Property Identification Number (Tax PIN)
6857-97-4150
4. Location
County: Forsyth Nearest Town: Walkertown
Subdivision name (include phase/lot number): High Knoll
Directions to site (include road numbers, landmarks, etc.): Approximately 1.3 mile South of
NC 66 on Reidsville Road (US 158) in Walkertown, NC.
5. Site coordinates, if available (UTM or Lat/Long): N 36° 9.3'; W 80° 9.1'
(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)
88.65 Acres
7. Nearest body of water (stream/river/sound/ocean/lake): Mill Creek.
8. River Basin: Yadkin-Pee Dee
(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: Mixed forested and open tract. Agricultural and residential
area.
10. Describe the overall project in detail, including the type of equipment to be used: To install
one 36-inch culvert, head wall, and rip-rap apron as part of the wetland crossing associated
Page 6 of 12
with construction of the High Knoll Subdivision. This crossing will provide access to the
northeast property corner upland area with minimal impact to the wetland. This area was
carefully selected to minimize impacts to this headwater wetland. The culvert will be placed
in accordance to best management practices (BMP's). Equipment to be used includes a
Trackhoe and bulldozer.
11. Explain the purpose of the proposed work: The construction of the crossing will be
necessary to provide access to upland areas of the property from Cranfill Lane.
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.
No other permits are expected.
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.
Provide a written description of the proposed impacts: A headwater wetland crossing is
proposed. Impacts to the wetland include filling (includes impacts due to riprap and
dissipater pads).
Page 7 of 12
2. Individually list wetland impacts below:
Wetland Impact Area of Located within Distance to
Site Number Type of Impact* Impact 100-year Floodplain** Nearest Type of Wetland***
(indicate on map) (acres) (yes/no) Stream
(linear feet)
Headwaters Palustrine Emergent
W-1 Culvert 0.007 no of stream Groundwater Discharge
included in Wetland
wetland
Headwaters Palustrine Emergent
W-1 Riprap 002
0 no of stream Groundwater Discharge
Dissipater Pad . included in Wetland
wetland
Headwaters Palustrine Emergent

W-1
Fill
11
0
n of stream Groundwater Discharge
. o included in Wetland
wetland
Headwaters Palustrine Emergent

W-1
Total
0.12
no of stream Groundwater Discharge
included in Wetland
wetland
* 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 (detennination of isolation to be made by USACE only).
List the total acreage (estimated) of all existing wetlands on the property: 0.3 Acres (does
not include the small riparian palustrine emergent pockets west of this wetland associated
with the unnamed tributary to Mill Creek. See Figure 4)
Total area of wetland impact proposed: 0.12 Acres
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)

* List each impact separately and identity 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.
Page 8 of 12
** Stream names can be found on
downstream named stream into
www.usgs.gov. Several interr
www.mapguest.com, etc.).
USGS topographic maps. If a stream has no name, list as UT (unnamed tributary) to the nearest
which it flows. USGS maps are available through the USGS at 1-800-358-9616, or online at
et sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
Cumulative impacts (linear distance in feet) to all streams on site
n/a
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.)

List each impact separately and identity temporary impacts. Impacts include, but are not limited to: fill, excavation, dredging,
flooding, drainage, bulkheads, etc.
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 r_1 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 proposed path of the road
was selected to minimize impacts to wetlands and streams. The road and associated wetland
crossing represents the only access to the northeast portion of this proposed subdivision (i.e. the
number of access points to this northeast portion of the property was limited to one). Equipment
used for the construction of this crossing will be limited from entering wetland and/or stream
areas not associated with the wetland crossing.
VIII. Mitigation
Page 9 of 12
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
including size and type of proposed impact and function and relative value of the impacted
aquatic resource will be considered in determining acceptability of appropriate and practicable
mitigation as proposed. Examples of mitigation that may be appropriate and practicable include,
but are not limited to: reducing the size of the project; establishing and maintaining wetland
and/or upland vegetated buffers to protect open waters such as streams; and replacing losses of
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/stnngide.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.
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 12
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 r-] 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 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 R No F]
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
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes E] 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* Impact
(square feet) Multiplier Required
Mitigation

Total
Gone 1 extends out So tcet perpendicular troin near bank of channel; Lone 2 extends an
additional 20 feet from the edge of Zone 1.
If buffer mitigation is required, please discuss what type of mitigation is proposed (i.e., Donation
of Property, Conservation Easement, Riparian Buffer Restoration / Enhancement, Preservation or
Page I I of 12
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.
Avg. House Foot Prints = 2000 S.F.; Avg. Drive and Walks = 750 S.F.; Avg. Patio = 150 S.F.;
Therefore, 2,900 S.F. per lot: 141 Lots = 9.39 +/-Acres; Streets = 4.36+\-Acres; Total
Impervious = 13.75+/- Acres; Site = 88.65+/- Acres; Therefore, total impervious surfaces =
15.5% of total site. Due to the percentage of impervious surfaces, this single family residence
subdivision does not require any stormwater controls. See attached letter from Beeson
Engineering, Inc.
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.
To the Citv of Winston-Salem
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).
0//
U Applicant/Ageik's Signature ' date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
ATTACHMENTS
• FIGURES
Figure 1: Site Location Map
Figure 2: Area Topographic Map
Figure 3: Forsyth County Soil Survey Map
With 1972 Aerial Photograph
Figure 4: Overall Site Plan
Figure 5: Cranfill Lane Cross-Section
Figure 6: Erosion Control Plan
Figure 7: Erosion Control Details
• AGENT AUTHORIZATION LETTER
• WETLAND DATA FORM
• BEESON ENGINEERING CORRESPONDENCE
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E Wly ,,W Loy. L L P
6404 Pal Its of the Neese Paad
Suite 1'03
Raleigh, NC 27615
?WYkCZ'Yke'ryi0y:corrtr
IntprnPt.. Hr+arMr.SbPU,j!;r?.cyr3u;y ;3, 2VD4

Jj?& ItL
8KELLYAmoLDY
?ai?n?rwt •£nnpgnMe-WAL
CONBuLYA7vTE .1, 0; Skelly and Lay, LLV
6404 Falls of Neuse Rd.
Raleigh, North Carolina
27615
FROM: Mr. C. I Ramey
XX 5121 N.' Causeway Drive
Winston-Salem, North Carolina
1iZt70>$K 27106
Q ".one . 9'.9.87 8 -3536
Fax: [phone]
I C. J. Ramey as a representative concerning the property on
US Higway 1581 (Reidsville Runtl) , do hwryy at,l o.7zc ^d g;vc perm.issioa for Skch'y' aad
]Loy to represent or act as agrnt os? o'sr 26,x, a411tiYN the COS or any other regulatory agency
-rl) vo or t11e property Z+.ith arr SActly <trtxt' Loy reptesantatrvc for suc[1 purposes as necessary to
?pestbrtn the job tas'r:s.
J. R.vney
MVEMUX+UMW 5121 N. Causeway DT.
Winston-Salem,, North Carolinas
OM 27106
??aS?nY
Date 7-13-04
Of 0e LLocattons: Harrisburg, PA Pittsburgh, PA Morgantowil, WV State Colioge, PA Hagerstown, MQ
Affiliated Company: AMS of Skal;y and Loy, Harrisburg, PA
High Knolls Subdivision
WETLAND DATA FORM
WETLAND ID: Wetland 1 EVALUATOR: BTB, ALM
DATE: 14-Sep-04 WEATHER: 80 degrees, rain
Do normal circumstances exist on the site? Yes
Is the site significantly disturbed (Atypical Situation)? No
Is the area a potential problem area? No
HYDROGEOMORPHIC CLASSIFICATION: N/A SIZE: N/A
VEGETATION CLASSIFICATION: 100.00 PEM
WETLAND UPLAND
SPECIE STRATUM INDICATOR SPECIES STRATUM INDICATOR
Acer nbnan T FAC Liguidambar styraciflua T FAC
Salx raga T FACW+ Ilex opeca SS FACU+
Carex sp. H 84% FAC (OBL) Toxicodendron radicans H FAC
Leersia oryzoides H OBL Smilax rotundifolia SS FAC
Boehmeria cylindrical H FACW+ Quercus albs T FACU-
Microstegiunvimineurn H FAC Rosa naatifora SS FACU
Rubus sp. SS NS
Percent of Dominant Species that
are OBL, FACW, and FAC 100%
SOILS HYDROLOGY
MAPPED SOIL UNIT: WA
HYDRIC SOIL UNIT: NIA SOURCE OF HYDROLOGY: t.gn wound- W bblaf surface Ma1ar nenfl t41BCbon
WETLAND CORE SOIL SCORE DEPTH OF SURFACE WATER: os
DE=PTH MAT RI MOTTLE TEXTURE DEPTH TO FREE WATER IN SOIL PIT: v
0-6" 10YR 4/2 10YR 3/3 sandy day loam DEPTH TO SATURATED SOIL: P
6-16" 7.5Y 412 7.5Y 3/3 sandy day loam FIELD INDICATORS
PRIMARY INDICATORS
WETLAND FRINGE SOIL SCORE x Inundation
DEPTH TRI M TTL TEXTURE x
Saturated in Upper 12 Inches
Same as we Water Marks
Drift Lines
Sediment Deposits
UPLAND SOIL SCORE x Drainage Patterns
DEPTH MATRIX MOTTLE TEXT R SECONDARY INDICATORS
0-4" 10YR 4/3 rans sandy loem Oxidized Root Channels in Upper 12 inches
4-14" 7.5YR 414 rare sandy loam x
Water Stained Leaves
FAC-Neutral Test
Hydrlc SoR Indicators
Hstosd concretions
Histic Eppedon High Organic Content in Surface Layers in Sandy Sods
X Srlfidc Odor Organic Shea" in Sandy Soils
X Aquic Moisture Regime Listed on Local Hydrlc Soils List
X Reducing Conditions Listed on National Hydrlc Soils List
Gleyed or Low Clroma Colors Other (Explain in Basis of Delineation)
Wetland Determination
Hydrophytic Vegetation Present? Yes Hydrlo Sol Present? Yea
Wetland Hydrology Present? Yes Wetland? Yes
BASIS OF DELINEATION:
The delineation followed the extent of a well-defined topographic bawl area with a strong hydrophytic vegetative community of rice cutgrass, false nettle,
sedge, and still grass. The area within the delineated boundary also consisted of numerous groundwater seeps along the toe of the topographic bowl and
several drainage patterns that moved water through the system. The primary drainage pattern in the wetland had characteristics similar to a
watercourse/channel (downstream of the channel this wetland became a watercourse/channel). Additional points of focus for the delineation included 1-8"
of inundation/saturation and low-chroflla/ mottled soils.
aer-tu-uv ul:unrm rKuw-
Sep pl Q4 09:37a
September 1, 2004
Mr. Russ Willard
1-cuu r. uuaiuu9 r-Jon
Beeson Enaineerina [phone] p.2
6EE800 E118IMPERI116 111C.
ENGINEERS SURVEYORS PLANNERS
Re: High Knoll Subdivision
N&. Willard,
We have cWculated the estimated impervious surface for the subject single family
subdivision. These calculations are based on similar sites and discussion of proposed
house size with the developer.
Average House Foot Print 2000 S.F.
Average Drive and Walks 750 S.F.
Average Patio ISO 0 S.F.
2900 S.F.
141 Lots 93 9 Act
Streets 4.36 Act
Total Impervious 13.75 Acs: - 15.5%
Site 88.65 Ack
If you require additional information, please call.
Sincerely,
/, John E. Beeson PE, PLS
Cnn I.11mu r rr F-f-Y

F I L E ,^.GPI`
Office Use Only: 041156 orm 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 projec. , +'
® Section 404 Permit ? Riparian or shed 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: F]
II. Applicant Information
Owner/Applicant Information
Name: Ramey Inc.; Russ Willard
Mailing Address: 5121 North Causeway Drive, PO Box 10, Bethania, NC 27010
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: [e-mail]
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.)
Naive: Jay Keller WERANDC
Company Affiliation: Skelly and Loy ?'°° I UMUUP
Mailing Address: 6404 Falls of Neuse Rd. Raleigh, NC 27615
LION
Telephone Number: [phone] Fax Number: [phone]
E-mail Address: jkeller(askellyloy.com
Page 5 of 12
III. Project Information
Attach a vicinity map clearly showing the location of the property with respect to local
landmarks such as towns, rivers, and roads. Also provide a detailed site plan showing property
boundaries and development plans in relation to surrounding properties. Both the vicinity map
and site plan must include a scale and north arrow. The specific footprints of all buildings,
impervious surfaces, or other facilities must be included. If possible, the maps and plans should
include the appropriate USGS Topographic Quad Map and NRCS Soil Survey with the property
boundaries outlined. Plan drawings, or other maps may be included at the applicant's discretion,
so long as the property is clearly defined. For administrative and distribution purposes, the
USACE requires information to be submitted on sheets no larger than 11 by 17-inch format;
however, DWQ may accept paperwork of any size. DWQ prefers full-size construction
drawings rather than a sequential sheet version of the full-size plans. If full-size plans are
reduced to a small scale such that the final version is illegible, the applicant will be informed that
the project has been placed on hold until decipherable maps are provided.
1. Name of project: High Knolls Subdivision
2. T.I.P. Project Number or State Project Number (NCDOT Only):
Property Identification Number (Tax PIN): 6857-97-4150
4. Location
County: Forsyth Nearest Town: Walkertown
Subdivision name (include phase/lot number): High Knolls
Directions to site (include road numbers, landmarks, etc.): Approximately 1.3 mile South of
NC 66 on Reidsville Road (US 158) in Walkertown, NC.
5. Site coordinates, if available (UTM or Lat/Long): N 36° 9.3'; W 80° 9.1'
(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)
88.65 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Mill Creek.
8. River Basin: Yadkin-Pee Dee
(Note - this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at http:Hh2o.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: Mixed forested and open tract. Agricultural and residential
area.
10. Describe the overall project in detail, including the type of equipment to be used: To install
one 48-inch culvert, head wall, and rip-rap apron as part of the bridge implementation. This
Page 6 of 12
bridge will provide access to the northeast property corner upland area with minimal impact
to this intermittent stream. This area was carefully selected to minimize impacts to the
upstream headwater wetland and the downstream perennial sections. The stream is
approximately 3 ft. in width. The culvert will be placed in accordance to best management
practices (BMP's) to allow aquatic passage. Equipment to be used includes a Trackhoe and
bulldozer.
11. Explain the purpose of the proposed work: The construction of the bridge will be necessary
to provide access to upland areas of the property from Cranfill Lane.
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 infonnation. 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.
No. Elimination of all other aquatic disturbances was attained through careful planning on this
large parcel.
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.
1. Provide a written description of the proposed impacts: A bridge is proposed to be installed
on this tributary to Mill Creek. Impacts to the stream include filling.
Page 7 of 12
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 tloodplains 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.feina.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: n/a
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 'so-
13 re Imp t Perennial or
Intermittent?
(please specify)
1 filling 120 ft. j Trib. To Mill Creek 3 ft. 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.usgs.gov. Several internet sites also allow direct download and printing of USGS maps (e.g., www.topozone.com,
www.mapguest.com, etc.).
4
Cumulative impacts (linear distance in feet) to all streams on site:
Individually list all open water impacts (including lakes, ponds,
Ocean and any other water of the U.S.) below:
120 ft.
estuaries, sounds, Atlantic
Page 8 of 12
Open Water Impact
Site Number
indicate on ma
(? p)
Type of Impact* Area of
Impact

(acres)
(if Name 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 F-] stream
Describe the method of construction (e.g., dam/embankment, excavation,
draw-down valve or spillway, etc.):
? wetlands
installation of
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
infortnation 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 proposed path of the road
was selected to avoid as many wetlands and streams as possible while still maintaining access to
the northeast property area. Careful consideration was given to minimize impacts to the stream
and other waterbodies. This area was carefully selected to minimize impacts to the larger
upstream headwater wetland and the downstream perennial sections.
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
USACE - In accordance with the Final Notice of Issuance and Modification of Nationwide
Permits, published in the Federal Register on March 9, 2000, mitigation will be required when
necessary to ensure that adverse effects to the aquatic environment are minimal. Factors
Page 9 of 12
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/strmgide.html.
Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a plan view,
preservation mechanism (e.g., deed restrictions, conservation easement, etc.), and a
description of the current site conditions and proposed method of construction. Please attach
a separate sheet if more space is needed.
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 12
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 N
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
(Neuse), 15A NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes F-] 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

Total
fi Gone I extends out 3U tcet perpendicular trom near hank of channel; Zone 2 extends an
additional 20 feet fi•om the edge of Zone 1.
Page 1 I of 12
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.
n/a
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.
To the Citv of Winston-Salem
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 pen-nit application?
Yes F] 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 pen-nits. However, an applicant may
choose to list constraints associated with construction or sequencing that may impose limits on
work schedules (e.g., draw-down schedules for lakes, dates associated with Endangered and
Threatened Species, accessibility problems, or other issues outside of the applicant's control).

Applicant/Agent's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 12 of 12
Welly.8n0 Loy, LLP
6404 Falk of the Nees? Pnar±
Suite 103
Raleigh, NC 2761,5
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SKELLY,auoLOY
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CONBULYAMH T^
Skelly and Loy, LLe
6404 Falls of Neuse Rd.
Raleigh, North Carolina
27615
FROM: Mr. C. J. Ramey
XX 5121 N. Causeway Drive
Winston-Salem, North Carolina
ZMM 27106
P~one. 919•??a-3535
Fax. [phone]
L- C. J. Rame , as a i,epresentativc coocerniug the property on
US Highway 158 Reidsville Ruwtll , du hwcby aui!ror?ze and give permi.ysion For SkcHy and
]Loy to represent or act as agrnt ots var la half av'e' all+>w the COS or any other regulatory :l?eney
.ta °o on the PropertY tvith art Skelly and Loy representative for such purposes as necessary to
°per 'Lon-n the job tasks.
Adr. C. 1. Rwney '
?'?6}'?i 5121 N. Causeway Dr.
Winston-Salem., North Carolina
MM 27106
-7 ?aY_
Date 7-13-04
Ori9ee r_ocatfons: Harrisburg, PA Pittsburgh, PA Morgantown, WV State Colloge, PA Hagerstown, MD
Affiliated Company: AMS of Skel:y and Loy, Harrisburg, PA

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for RENEW purposes ONLY
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High Knolls Creek Detail ofdisturbed area
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Disturb at proposed creek crossing of Cranfill
Lane
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D i S t b q ?=c?•t ,,.? 0 ' 7/07/04 Drawn by DAS
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GRAPHIC SCALE
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MEMM"
?- Scale 1" - 40'
--- BEESOR EnsinEERins inc.
j / ENCINEERS SURVEYORS PLANNERS
503 HIGH STREET
WINSTON-SALEM, NC 27101
TELEPHONE. [phone]

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'K?Ii North Carolina Wildlife Resources Commission
Charles R. Fullwood, Executive Director
MEMORANDUM
TO: John R. Dorney, Division of Water Quality
Dept. of Environment and Natural Resourc S
FROM: Ron Linville, Regional Coordinator
Habitat Conservation Program yl??
DATE: August 2, 2004
SUBJECT: Review of Certification for High Knolls Subdivision, DWQ No. 041150,
(Lowery) Mill Creek, Class WS-III, Forsyth County
Ramey, Inc. is requesting 401 Water Quality Certification from the North
Carolina Division of Water Quality. The NCWRC has reviewed information provided by
the applicant, and field biologists on our staff are familiar with habitat values of the
project area. These comments are provided in accordance with provisions of the Clean
Water Act of 1977 (33 U.S.C. 466 et. seq.) and the Fish and Wildlife Coordination Act
(48 Stat. 401, as amended; 16 U.S.C. 661-667d).
The project application indicates the installation of a 48-inch culvert, headwall
and riprap apron on a tributary of Mill Creek for "bridge implementation. The stream is
indicated to be three (3) feet wide and intermittent. Total impacts are indicated to be 120
linear feet. The amount of imperviousness from the completed project is not indicated.
If the stream is perennial or important intermittent channel, mitigation may be
appropriate should total impacts, including riprap exceed 150 linear feet of actual stream
channel or if areas of imperviousness are substantial.
Based on our review of the submittal, we will not object to the culvert installation
provided the following conditions are implemented:
Culverts 48 inches diameter or larger should be buried a foot into the streambed.
Culverts less than 48 inches diameter should be buried to a depth equal to or greater
than 20% their size to allow for aquatic life passage. These measurements must be
based on natural thalweg depths.
Mailing Address: Division of Inland Fisheries • 1721 Mail Service Centcr • Raleigh, NC 27699-1721
Telephone: [phone] ext. 281 0 Fax: [phone]
High Knolls Subdivision 2 August 2, 2004
2. Any riprap installed in the channel should be placed to provide a base now channel to
ensure aquatic life migration.
3. Sediment and erosion control measures shall adhere to the design standards
for sensitive watersheds (15A NCAC 4B .0124).
4. All remaining jurisdictional waters and wetlands in the project should be permanently
preserved through deed restrictions or other enforceable methods.
5. Undisturbed forested buffers should be preserved or restored to the extent
practicable.
6. If impervious area exceeds standard 401 limits, stormwater management activities
should be provided. Dispersed Low Impact Development (LID) techniques are
encouraged. Information on LID practices and measures can be found at
www.lowimpactdevelopmcnt.org.
Thank you for the opportunity to review and comment on this project. If you
have any questions regarding these comments, please contact me at 336/769-9453.
Cc: Andrea Wade, COE
Piedmont Stormwater Pond and Mine Planting Recommendations
instead of using the typical fescue grasses or exotic plant species, the following mixtures should
be considered for lower elevation stormwater ponds and mine sites:
Spring/Summer Mixture, May 1 - Sept. 15 Fall/Winter Mixture, Sept. 15 - April 30
Browntop millet 20 lbs/a Winter Wheat 120 lbs/a
Kobe lespedeza 20 lbs/a Kobe lespedeza 20 lbs/a
Shrub lespedeza I lb/a Shrub lespedeza 1 lb/a
Switchgrass* 5lb/a Switchgrass* 5lb/ac
Add to fall or spring plantings: `Tioga' Deertongue (Panicum clandestinum) at a rate of 7 lbs.
Pure Live Seeds (PLS) per acre.
* When possible on slopes less than 3:1 use Switchgrass instead of lespedezas and on slopes greater than
3:1 use Orchard Grass or Creeping Red Fescue. Other native species may be appropriate depending on
soil, slope, and region. Korean lespedeza may be appropriate in colder geophysical areas. We do not
recommend Sericea lespedeza. Native plants and warm season grasses are preferred over exotic plants.
Add one of the following to the above mixture:
Creeping Red Fescue 5 Ibs/acre
Ladino Clover** 5 lbs/acre
Atlantic Coastal Panic Grass 5 lbs/acre (PLS)
Alfalfa** 5 lbs/acre (requires fertilizer containing Boron)
** Lime & fertilize disturbed areas according to NRCS soil test results and follow planting guidelines as
appropriate and necessary. Depending on elevation and region, other native species may be appropriate.
Note that mowing should be limited to late winter or early spring. Mowing should only occur as needed to
prevent unwanted tree growth on a 2-3 year schedule.
The provision of shade around impounded waters can significantly reduce thermal impacts. Trees
and shrubs (1 year bare root seedlings) should be planted randomly at a minimal rate of 100 trees
per acre on the top and upper portions of the structure and at a minimal rate of 150 per acre
around the normal water elevation and littoral shelf area. The following list of tree species may
assist in providing habitat benefits:
Loblolly Pine* Red Cedar Black Gum American Holly Dogwood
Hickory Sumac White Oak Willow Oak Red Maple**
Viburnum Green Ash Ironwood Black Cherry Persimmon
Water Oak Spice Bush Willow (sp) Serviceberry Red Oak
Swamp Chestnut Silky Dogwood
Other species may be utilized depending on site requirements and native plant availability. Pines* should
not exceed 15% of the reforestation. No more than 20% of the tree species will be of a single species. An
80% success rate is acceptable over five years. Large or fast growing trees like Sycamore and Maple**
may not be appropriate near detention facility dams. Note: Non-native plants included in this list are
routinely considered beneficial and/or agriculturally established non-natives. They have been included as
they are readily available commercially and they do not exhibit many of the negative attributes of other
non-natives that tend to spread or inhibit native plant propagation and survival.
SKELLY & LOY, LLP
North Carolina Division of Water Quality High Knoll Subdivision
-'!, it _rn oiee /pe Dote Rn f_e re ltt-B
2935
Check Numt,r: 2935
Dal 07/08/09 Check Amt: $200.00
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TION SE UENOE NARRATIVE : ROCK DAM TEMPORARY SEDIMENT TRAP GENERAL CONSTRUC Q OUTLET STABILIZATION STRUCTURE
PIPE OUTLET TO FLAT AREA- PIPE OUTLET TO WELL-
1. Obtain grading permit. Rock abutment 1' Min. 1 NO WELL-DEFINED CHANNEL DEFINED CHANNEL 1.5'
Spillway crest elevation NCDOT #57 Stone 5' Min. 1.5' 2. Set up pre-construction conference on site with Erosion Control Inspector to discuss erosion U stream 2 min
control measures. ravel facing 2 3 Rock apron 9 1 1 1800 cu.ft. acre Mm.
3. Install stone construction entrance, temporary diversions, and sediment basins. Clear only as 1' thick min ~ 5' Max. A A p ~
necessary to install said measures. ~ ~ 1.5' min ~ 2' 1 : ' ~ A A + Notes: ado do J ~ 0 3dp do 0
4. Bare slopes of sediment basins should be seeded immediately. Filter Fabric Filter Filter ------ti +
Fabric 5. Begin clearing and grubbing. Fabric 0 1. La is the length of the riprap apron.
Top of rock abutment 2. d=1.5 times the maximum stone
6. All slopes (over 6 feet in height) created for cut/fill sections should be seeded immediately CROSS SECTION u on com letion. 2.1 p p 2' min diameter, but not less than 12". PLAN PLAN
i n n rol Spillway Design settled 3~ In awell-defined channel, extend the
7. Periodically inspect and maintain erosion control measures as directed by the eros o co t Slope foundation toP 21" Min. Overfill 6" plan. Overfill 6" apron up the channel banks to an
~ ~ for settlemei for settlement La elevation of 6" above the maximum La tailwater depth or to the top of the
8. Stabilize site as areas are brought to finish grade. ~ Filter ro;rar,QO 4' Min. ~ fabric bank, whichever is less.
9. Ground cover will be provided within 15 days after completion of any phase of grading. p~~ 5' Max. Fill 2:1 Max Emergency Emer enc b -ass 4• A filter blanket or filter fabric should
10. Rip-rap all disturbed stream banks. ° ~ 1:1 Ma . 6" below s~ 9 Y Y P 6" below settled to d be installed between the riprap and p d soil foundation.
1. All erosion control measures shall be constructed in accordance with N.C. Erosion and Gravel 1 Filter ~I of dam 1 of dam
Sediment Control Design Manual, U.S. Department of Agriculture, and U.S. Soil Conservation facing, v ° Fabric Natural 3' Min. Ground FILTER FILTER
Service. ~ ~ o o Q ° SECTION AA BLANKET BLANKET
STONE SECTION 12. The contractor shall maintain all erosion control devices and structures to minimize erosion. ~ SECTION AA
The contractor shall maintain close contact with erosion control inspectors so that ° ins ections can be performed at appropriate stages of construction. o Construction: P 5' NOT TO SCALE
oot mat. Remove all surfoce soil containing high amounts of
II onstruction areas immediate) after f'mal radin is com leted. ~ min 1. Clear, grub and stipr the embankment of all vegetation and root mat. Remo 13. Permanently stabize a c y 9 9 P Flow organic matter and stockpile or dispose of it properly. Haul all objectionable all objectionable material to the assigned disposal area. Construction:
2. Ensure that fill material for embankment is free of root, woody vegetation, or. jy vegetation, organic matter, and other objeckionable material, 1. Ensure that the subgrade for the filter and riprap follows the required lines and grades shown in the plan. Compact any fill
° Level Place the fill inlifts not to exceed 9 inches and machine compact it. Overfill apron pact it. Overfill the embankment 6 inches to allow for settlement. required in the subgrade to the density of the surrounding undisturbed material. Low areas in the subgrade on undisturbed soil may also be filled by increasing the riprap thickness.
° ° 3. Construct the outlet section in the embankment. Protect the connection beta connection between the riprap and the soil from piping by using
Spillwa filter fabric or a key-wa cutoff trench between the riprap structure and the Y Y crest ° ° ° ° ° ructure and the soil. 2. The riprap and gravel filter must conform to the specified grading limits shown on the plans.
SEEDING ~ * Place the filter fabric between the riprap and soil. Extend the fabric the si the fabric the spillway foundation and sides to the top of the dam; 3. Filter cloth, when used, must meet design requirements and be properly protected from punching or tearing during
or installation. Repair any damage by removing the riprap and placing another piece of filter cloth over the damaged area. All
Rip the area to be seeded to a minimum depth of 4-6 inches. ° o *excavate a keyway trench along the centerline of the spillway foundation exte n in a the sides to the hei ht of the dam. The connecting joints should overlap a minimum of 1 ft. If the damage is extensive, replace the entire filter cloth. Y foundation exte d g p g :1 side slopes. 4. Riprap may be placed by equipment, but take care to avoid damaging the filter.
trench should be at least 2 feet deep and 2 feet wide with 1:1 side slopes. Remove all loose rock, roots, etc. leaving surface smooth and uniform. ° °
4. Clear the pond area below the elevotion of the crest of the spillway to facilitc Apply seed, agricultural lime, fertilizer, and superphosphate uniformly and spillway to facilitate sediment cleanout. 5. The minimum thickness of the riprap should be 1.5 times the maximum stone diameter.
mix with topsoil Application rates below*. Rock 5. All cut and fill slopes should be 2:1 or flatter. abutment 6. Riprap may be field stone or rough quarry stone. It should be hard, angular, highly weather-resistant and well graded.
Seed on a freshly prepared seedbed and cover the seed lightly with seeding 6. Ensure that the stone (drainage) section of the embankment has a minimum has a minimum bottom width of 3 feet and maximum side slopes
equipment or "Cultipack" after seeding. Construction: of 1:1 that extend to the bottom of the spillway section. 7. Construct the apron on zero grade with no overfall at the end. Make the top of the riprap at the downstream end level with the receiving area or slightly below it.
Mulch immediately after seeding and anchor mulch. 1. Clear the areas of the embankment and strip of roots and other objectional 7. Construct the minimum finished stone spillway bottom width, as shown on the as shown on the plans, with 2:1 sideslopes extending to the top of
material. Delay clearing the resevoir area until the dam is in place. the overfilled embankment. Keep the thickness of the sides of the spillway o~ of the spillway outlet structure at a minimum of 21 inches. The 8. Ensure that the apron is properly aligned with the receiving stream and preferably straight throughout its length. If a curve
*Aaricultural Limestone- 2 Tons/Acre weir must be level and constructed to grade to assure design caoacity. Fertilizer- 10 10 10 at 800-1000 Lbs/Acre 2. Cover the foundation area including the abutments with extra-strength filter fabric i capacity. is needed to fit site conditions, place it in the upper section of the apron.
Superphosphate- 500 Lbs./Acre of 20% Analysis Superphosphate before backfilling with rock. If a cut-off trench is required, excavate at B. Material used in the stone section should be awell-graded mixture of stone Fixture of stone with a d50 size 9 inches {Glass B Erosion Control 9. Immediately after construeiion, stabilize ail disturbed areas with vegetation.
Mulch- 1.5 Tons Small Grain Straw/Acre (Approximately 60 Bales) centerline of dam, extending all the way up the earth abutments. Apply filter Stone is recommended) and a maximum stone size of 14 inches. The stone Anchor- Crirnp Straw into soil with Machine or tack with liquid Asphalt at fabric under the rockfill embankment, from the upstream edge of the dam to the worked into the voids of the larger stones. The stone should be hard, angul~ hes. The stone may be machine placed and the smaller stones I be hard, angular, and highly weather-restistant.
400 Gallons/Acre or Emulsified Asphalt at 300 Gallons/Acre downstream edge of the apron. Overlap fill material a minimum of 1 foot at all Maintenance:
joints, with the upstream strip laid over the downstream. 9. Ensure that the stone spillway outlet section extends downstream past the to cam past the toe of the embankment until stable conditions are cam. Keep the edges of the stone outlet structure flush with the Inspect riprap outlet structures after heavy rains to see if any erosion around or below the riprap has taken place or if
Plants % Mixture Plantin~Rates/Acre Plantina Dates reached and outlet velocity is acceptable for the receiving stream. Keep the 3. Construct the embankment with well-graded rock and gravel to the size and surrounding ground and shape tge center to confine the outflow stream. ow stream. stones have been dislodged. Immediately make all needed repairs to prevent further damage.
Tall Fescue 80-150 Lbs/Acre Aug. 15 thru Oct. 15 dimensions shown on the drawings. It is important that rock abutments be at pass outlet so that flow will not damage the embankment.
least 2 feet higher than the spillway crest and at least 1 foot higher than the 10. Direct emergency bypass to natural, stable areas, Locate bypass outlet so tt Tall Fescue 100 Lbs/Acre Feb. 15 thru May dam, all the way to the downstream toe, to prevent scour and erosion at the
abutments. 11. Stabilize the embankment and all disturbed areas above the sediment pool an construction. >ediment pool and downstream from the trap immediately after
Tall Fescue & 50 Lbs/Acre Feb. 15 thru Apr. 30 Scar.
Serices Lespedeza 60 Lbs/Acre Nov, 1 thru Feb. Unscar. 4. Sediment-laden water from the construction site should be diverted into the basin 12. Show the distance from the top of the spillway to the sediment cleanout )eve resevoir at the furthest area from the dam. mark it m the field. ent cleanout level (one-half the design depth) on the plans and
Tall Fescue & 60 Lbs/Acre July thru August 5. Construct the rock dam before the basin areo is cleared to minimize sediment Maintenance: Remove sediment and restore the trap to its original) dimensions
Browntop Millet or 30 Lbs/Acre yield from construction of the basin. Stabilize immediately all areas disturbed during construction of the dam except the sediment pool. Inspect sediment trap after each period of significant rainfall. Remove sedimf ~ of the trap. Place the sediment that is removed in the
Sor hum-Sudan Hybrids (Millet & Surghum must be kept at 10-12" Max. Height) when sediment has accumulated to one-half the design depth of the trap. F g designated disposal area and replace the contaminated part of the gravel faa 6. Safety -Sediment basins should be considered dangerous because they attract ~f the gravel facing.
Tall Fescue & 70 Lbs/Acre Nov. 1 thru Jan. children. Steep side slopes should be avoided. Fences with warning signs may be Check the structure for damage from erosion or piping. Periodicolly check th odicolly check the depth of the spillway to ensure it is a minimum
RyeGrain 25 Lbs/Acre needed if trespassing is likely. All state and local requiremnts must be followed. of 1.5 feet below the low point of the embankment. Immediately fill any sett ~tely fill any settlement of the embankment to slightly above design :ed immediate) .
Maintenance: grade. A~ riorao displaced from the spillway must be replaced immediately Weeping Lovegrass 5 Lbs/Acre May 1 thru June
After all sediment-producing areas have been permanently stabilized, remove abilized, remove the structure and all unstable sdeiment. Smooth =rly.
Check sediment basins after each rainfall. Remove sediment and restore original the area to blend with the adjoining areas and stabilize properly. Common Bermuda Grass 8-12 Lbs/Acre Hulled) Apr. 15 thru June 30 volume when sediment accumulates to about one-half the design volume.
15-20 Lbs/Acre Unhulled) Feb. 1 thru March
Check the structure for erosion, piping, and rock displacement after each significant rainstorm and repair immediately. TEMPORARY DIVERSIONS SEDIMENT FEN+~E SILT FENCE
IS Construction:
Remove the structure and any unstable sediment immediately after the construction site has been permanently stabilized, Smooth the basin site to blend 1. Construct the sediment barrier of standard strength or extra strength synthetic
with the surrounding area and stabilize, All water and sediment should be Compacted Soil filter fabrics.
removed from the basin prior to dam removal. Sediment should be placed in 2. Ensure that the height of the sediment fence does not exceed 18" above the ground
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE EXIT designated disposal areas and not allowed to flow into streams or drainageways during structure removal. Slo a aximum P 3:1 Maximum Flow surface. (Higher fences may impound volumes of water sufficient to cause failure Compacted fill Slope 18" Min. of the structure).
Stone ConstructionEntrance
3. Construct the filter fabric form continuous roll cut to the length of the barrier Filter fabric to avoid joints. When joints are necessary, securely fasten the filter cloth only
~ ° STANDARD SILT BASIN TYPE-B ~,o - 9' Typical at a support post with overlap to the next post. Backfill min. 8" thick layer of gravel
o°a oo SO 0 o F 4. Support standard strength filter fabric by wire mesh fastened securely to the upslope
o,~ °o°o°o t ~~o. ~r o 0 0 o Coarse Aggregate side of the posts using heavy duty wire staples at least 1 inch long, or tie wires.
+`y~ o0000000000000o Base of ditch ~ 0 0 0 0 0 0 0 0 Top of ditch slope for V-ditch Extend the wire mesh support to the bottom of the trench (see Detail). 8~, I.
0000000000'0000 0 00 3:1 Maxima Opa000opOp0 p~pOpO Var. > 3:1 Maximum 5. When a wire support fence is used, space posts a maximum of 8 feet apart. Support Extension of fabric and Slope FIOW posts should be driven into the ground a minimum of 18 inches. wire into the trench _ 4"
0 0 0 0 0 0 0 '~.,0 00 0 0 Slope 0 0 0 0 0000~~ ~ 00 O 0 ° 0 0 0 0 ~o 18" Min. 300
°°C°°°0°°°°°°D0°D00°°O~p~o~OC'p~p 0~0~0~0 0 .y.`. o°°° ° °0 0 0 0 0 0 0 0 o a o° 6 Inches Min. a a °o °o°0 0 0 0 0 0` v 0 0 0 0 ` 6. Extra strength filter fabric with 6 foot post spacing does not require wire mesh support fence. Staple or wire the filter fabric directly to the posts.
~ 9' Typical o °o°°°eo 000000000 O~O~O~O~Oo° ~ `.`y`.`.`.`.y. .y.`.`.y.~.`.`+`.` °0°000 ~p0~0~y~~~pOp~p~p~oo
°o°0 0 0 0 0 0 6 0 . . . . . . . . . + . . + + . . . . ~ 00000000 00000op000 0 , . . . . . . . yr .y.~'.`.`.y N y.y.+.`.y++ 7. Excavate a trench approximately 4 inches wide and 8 inches deep along the proposed Filter fabric line of the posts and upslope from the barrier.
0 0 0 0 ° ~ Construction: 0 0 ~ 2-3 Course .
0 ~ Aggregate + . ` ` 1. Remove and des ose of all trees, brush, stum s o° ° P P ° m s and other ob'ectional material. 8. Backfill the trench with compacted soil or gravel placed over the filter fabric . brush, stu p ~ I 14°
Construction: Base of ditch for 2. Ensure that the minimum construe e cross-sec acted cross-section meets all design requirements. 9. Do Not attach filter fabric to trees.
flat bottom ditch Var. 1. Clear the entrance and exit area of all vegetation, roots, and other objectionable 3. Ensure that the to of the dike is not lower at Maintenance: 8 is not lower at any point than the design elevation
material and ro erl rode it. Top of ditch slope P P P Y 9 plus the specified settlement. Inspect sediment fences at least once a week and after each rainfall. Make any 18" Min.
2. Place the gravel to the specifia grade and dimensions shown on the plans, and in and cleanout. require repairs immediately. V-Trench
4. Provide sufficient room around diversion to perm smooth It. PLAN version to permit machine regrad g Should the fabric of a sediment fence collapse, tear, decompose, or become ineffective Extension of fabric and
Pr vide draina e to carr water to a sediment tra or other suitable outlet. 5. Vegetate the ridge immediately after constructior 3 o g y P than 30 days. fter construction, unless it will remain in place less replace it promptly. Replace burlap every 60 days. wire into the trench
Remove sediment deposits as necessary to provide adequate storage volume far the next
4. Use geotextile fabrics because they improve stability of the foundation in locations sub ect to seepage or high water table. Maintenance: rain and to reduce pressure on the fence. Take care to avoid undermining the fence during cleanout.
1 -iii-iii-iii-i u-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-u i-iii-~ i i- a week and after every rainfall.
-1 I I-~ ~ ~-1 I I-1 I I-III-1 I I-1 I I-1 I I-1 I I-~ ~ ~-1 I I-1 I I-1 I I-1 I I-III-~ ~ ~-1 I I-1 I I-1 Inspect temporary diversions once a week and a1 Maintenance: Base of ditch Base of ditch Remove all fencing materials and unstable sediment deposits and bring the area
flow line ~II Len th Equals 2 Times Width ~ flow line Immediately remove sediment from flow area anc i in h ravel ad in a condition to revent mud or sediment from leaven the i 9 Manta t e g p p 9 m flow area and repair the diversion ridge. to grade and stabilize it after the contributing drainage area has been properly stabilized.
Construction Site. This may require periodic topdressing with 2 inch stone. After each ~ ~ ~ i-~ ~ ~-i i ~ i! Carefully inspect outlets and make timely repairs :e timely repairs as needed.
I i an structure used to tra sediment and clean it out as necessary. III=111=~ = =111=~ 111= =111=~ =III-~ = rainfal , nspect y p 2 Min. Immediately remove all objectionable materials spilled, washed, or tracked onto public = - When the areo protected is permanently stabilize anently stabilized, remove the ridge and channel to
roadways. _ _ - ~ - blend with the natural ground surface and stabile - I I-III-III-III-III-III-III-I dace and stabilize appropriately.
ELEVATION
ttEVrsrax~ naTe flESCRf~r1oN STREET & UTILITY DES UTILITY DESIGN APPROVED ° Knoll H2 h
Approval of these water and sanitary sewer plans do not constitute approval for construction. Approval ~os~,or~, o~, ~o e s g
of construction must be a formal written agreement.
Failure to obtain such agreement prior to beginning Westview ?evelopment Company FIELD WORN BY.' CHECKED BY DRAWN BY.•
of construction will relieve the city of any CITY ENGINEER financial participation in this project whatsoever. DATE 2631 Reynotda Road Winston-Salem, NC 27106 JEB RLB
[phone]
City of Winston-Salem TAX b1AA PARCEL: SHEET NUMBER nEESOn EnsinEERins inc. 660874 Lot 112, Block 3252 ENGINEERS SURVEYORS PLANNERS
Horizontal Scale 9" = 920' 'INTENDENT DATE ToWNSxIP• crTY• wiNSroN sALEM NcEZ71o1
UTILITIES SUPERINTENDENT By: 2 ~ TELEPHONE: [phone]
Winston Watkertown DATE: ./OB NUMBER.
COUNTY: STATE: 05/06/04 02202
Forsyth N. C.

TION SE UENOE NARRATIVE : ROCK DAM TEMPORARY SEDIMENT TRAP GENERAL CONSTRUC Q OUTLET STABILIZATION STRUCTURE
PIPE OUTLET TO FLAT AREA- PIPE OUTLET TO WELL-
1. Obtain grading permit. Rock abutment 1' Min. 1 NO WELL-DEFINED CHANNEL DEFINED CHANNEL 1.5'
Spillway crest elevation NCDOT #57 Stone 5' Min. 1.5' 2. Set up pre-construction conference on site with Erosion Control Inspector to discuss erosion U stream 2 min
control measures. ravel facing 2 3 Rock apron 9 1 1 1800 cu.ft. acre Mm.
3. Install stone construction entrance, temporary diversions, and sediment basins. Clear only as 1' thick min ~ 5' Max. A A p ~
necessary to install said measures. ~ ~ 1.5' min ~ 2' 1 : ' ~ A A + Notes: ado do J ~ 0 3dp do 0
4. Bare slopes of sediment basins should be seeded immediately. Filter Fabric Filter Filter ------ti +
Fabric 5. Begin clearing and grubbing. Fabric 0 1. La is the length of the riprap apron.
Top of rock abutment 2. d=1.5 times the maximum stone
6. All slopes (over 6 feet in height) created for cut/fill sections should be seeded immediately CROSS SECTION u on com letion. 2.1 p p 2' min diameter, but not less than 12". PLAN PLAN
i n n rol Spillway Design settled 3~ In awell-defined channel, extend the
7. Periodically inspect and maintain erosion control measures as directed by the eros o co t Slope foundation toP 21" Min. Overfill 6" plan. Overfill 6" apron up the channel banks to an
~ ~ for settlemei for settlement La elevation of 6" above the maximum La tailwater depth or to the top of the
8. Stabilize site as areas are brought to finish grade. ~ Filter ro;rar,QO 4' Min. ~ fabric bank, whichever is less.
9. Ground cover will be provided within 15 days after completion of any phase of grading. p~~ 5' Max. Fill 2:1 Max Emergency Emer enc b -ass 4• A filter blanket or filter fabric should
10. Rip-rap all disturbed stream banks. ° ~ 1:1 Ma . 6" below s~ 9 Y Y P 6" below settled to d be installed between the riprap and p d soil foundation.
1. All erosion control measures shall be constructed in accordance with N.C. Erosion and Gravel 1 Filter ~I of dam 1 of dam
Sediment Control Design Manual, U.S. Department of Agriculture, and U.S. Soil Conservation facing, v ° Fabric Natural 3' Min. Ground FILTER FILTER
Service. ~ ~ o o Q ° SECTION AA BLANKET BLANKET
STONE SECTION 12. The contractor shall maintain all erosion control devices and structures to minimize erosion. ~ SECTION AA
The contractor shall maintain close contact with erosion control inspectors so that ° ins ections can be performed at appropriate stages of construction. o Construction: P 5' NOT TO SCALE
oot mat. Remove all surfoce soil containing high amounts of
II onstruction areas immediate) after f'mal radin is com leted. ~ min 1. Clear, grub and stipr the embankment of all vegetation and root mat. Remo 13. Permanently stabize a c y 9 9 P Flow organic matter and stockpile or dispose of it properly. Haul all objectionable all objectionable material to the assigned disposal area. Construction:
2. Ensure that fill material for embankment is free of root, woody vegetation, or. jy vegetation, organic matter, and other objeckionable material, 1. Ensure that the subgrade for the filter and riprap follows the required lines and grades shown in the plan. Compact any fill
° Level Place the fill inlifts not to exceed 9 inches and machine compact it. Overfill apron pact it. Overfill the embankment 6 inches to allow for settlement. required in the subgrade to the density of the surrounding undisturbed material. Low areas in the subgrade on undisturbed soil may also be filled by increasing the riprap thickness.
° ° 3. Construct the outlet section in the embankment. Protect the connection beta connection between the riprap and the soil from piping by using
Spillwa filter fabric or a key-wa cutoff trench between the riprap structure and the Y Y crest ° ° ° ° ° ructure and the soil. 2. The riprap and gravel filter must conform to the specified grading limits shown on the plans.
SEEDING ~ * Place the filter fabric between the riprap and soil. Extend the fabric the si the fabric the spillway foundation and sides to the top of the dam; 3. Filter cloth, when used, must meet design requirements and be properly protected from punching or tearing during
or installation. Repair any damage by removing the riprap and placing another piece of filter cloth over the damaged area. All
Rip the area to be seeded to a minimum depth of 4-6 inches. ° o *excavate a keyway trench along the centerline of the spillway foundation exte n in a the sides to the hei ht of the dam. The connecting joints should overlap a minimum of 1 ft. If the damage is extensive, replace the entire filter cloth. Y foundation exte d g p g :1 side slopes. 4. Riprap may be placed by equipment, but take care to avoid damaging the filter.
trench should be at least 2 feet deep and 2 feet wide with 1:1 side slopes. Remove all loose rock, roots, etc. leaving surface smooth and uniform. ° °
4. Clear the pond area below the elevotion of the crest of the spillway to facilitc Apply seed, agricultural lime, fertilizer, and superphosphate uniformly and spillway to facilitate sediment cleanout. 5. The minimum thickness of the riprap should be 1.5 times the maximum stone diameter.
mix with topsoil Application rates below*. Rock 5. All cut and fill slopes should be 2:1 or flatter. abutment 6. Riprap may be field stone or rough quarry stone. It should be hard, angular, highly weather-resistant and well graded.
Seed on a freshly prepared seedbed and cover the seed lightly with seeding 6. Ensure that the stone (drainage) section of the embankment has a minimum has a minimum bottom width of 3 feet and maximum side slopes
equipment or "Cultipack" after seeding. Construction: of 1:1 that extend to the bottom of the spillway section. 7. Construct the apron on zero grade with no overfall at the end. Make the top of the riprap at the downstream end level with the receiving area or slightly below it.
Mulch immediately after seeding and anchor mulch. 1. Clear the areas of the embankment and strip of roots and other objectional 7. Construct the minimum finished stone spillway bottom width, as shown on the as shown on the plans, with 2:1 sideslopes extending to the top of
material. Delay clearing the resevoir area until the dam is in place. the overfilled embankment. Keep the thickness of the sides of the spillway o~ of the spillway outlet structure at a minimum of 21 inches. The 8. Ensure that the apron is properly aligned with the receiving stream and preferably straight throughout its length. If a curve
*Aaricultural Limestone- 2 Tons/Acre weir must be level and constructed to grade to assure design caoacity. Fertilizer- 10 10 10 at 800-1000 Lbs/Acre 2. Cover the foundation area including the abutments with extra-strength filter fabric i capacity. is needed to fit site conditions, place it in the upper section of the apron.
Superphosphate- 500 Lbs./Acre of 20% Analysis Superphosphate before backfilling with rock. If a cut-off trench is required, excavate at B. Material used in the stone section should be awell-graded mixture of stone Fixture of stone with a d50 size 9 inches {Glass B Erosion Control 9. Immediately after construeiion, stabilize ail disturbed areas with vegetation.
Mulch- 1.5 Tons Small Grain Straw/Acre (Approximately 60 Bales) centerline of dam, extending all the way up the earth abutments. Apply filter Stone is recommended) and a maximum stone size of 14 inches. The stone Anchor- Crirnp Straw into soil with Machine or tack with liquid Asphalt at fabric under the rockfill embankment, from the upstream edge of the dam to the worked into the voids of the larger stones. The stone should be hard, angul~ hes. The stone may be machine placed and the smaller stones I be hard, angular, and highly weather-restistant.
400 Gallons/Acre or Emulsified Asphalt at 300 Gallons/Acre downstream edge of the apron. Overlap fill material a minimum of 1 foot at all Maintenance:
joints, with the upstream strip laid over the downstream. 9. Ensure that the stone spillway outlet section extends downstream past the to cam past the toe of the embankment until stable conditions are cam. Keep the edges of the stone outlet structure flush with the Inspect riprap outlet structures after heavy rains to see if any erosion around or below the riprap has taken place or if
Plants % Mixture Plantin~Rates/Acre Plantina Dates reached and outlet velocity is acceptable for the receiving stream. Keep the 3. Construct the embankment with well-graded rock and gravel to the size and surrounding ground and shape tge center to confine the outflow stream. ow stream. stones have been dislodged. Immediately make all needed repairs to prevent further damage.
Tall Fescue 80-150 Lbs/Acre Aug. 15 thru Oct. 15 dimensions shown on the drawings. It is important that rock abutments be at pass outlet so that flow will not damage the embankment.
least 2 feet higher than the spillway crest and at least 1 foot higher than the 10. Direct emergency bypass to natural, stable areas, Locate bypass outlet so tt Tall Fescue 100 Lbs/Acre Feb. 15 thru May dam, all the way to the downstream toe, to prevent scour and erosion at the
abutments. 11. Stabilize the embankment and all disturbed areas above the sediment pool an construction. >ediment pool and downstream from the trap immediately after
Tall Fescue & 50 Lbs/Acre Feb. 15 thru Apr. 30 Scar.
Serices Lespedeza 60 Lbs/Acre Nov, 1 thru Feb. Unscar. 4. Sediment-laden water from the construction site should be diverted into the basin 12. Show the distance from the top of the spillway to the sediment cleanout )eve resevoir at the furthest area from the dam. mark it m the field. ent cleanout level (one-half the design depth) on the plans and
Tall Fescue & 60 Lbs/Acre July thru August 5. Construct the rock dam before the basin areo is cleared to minimize sediment Maintenance: Remove sediment and restore the trap to its original) dimensions
Browntop Millet or 30 Lbs/Acre yield from construction of the basin. Stabilize immediately all areas disturbed during construction of the dam except the sediment pool. Inspect sediment trap after each period of significant rainfall. Remove sedimf ~ of the trap. Place the sediment that is removed in the
Sor hum-Sudan Hybrids (Millet & Surghum must be kept at 10-12" Max. Height) when sediment has accumulated to one-half the design depth of the trap. F g designated disposal area and replace the contaminated part of the gravel faa 6. Safety -Sediment basins should be considered dangerous because they attract ~f the gravel facing.
Tall Fescue & 70 Lbs/Acre Nov. 1 thru Jan. children. Steep side slopes should be avoided. Fences with warning signs may be Check the structure for damage from erosion or piping. Periodicolly check th odicolly check the depth of the spillway to ensure it is a minimum
RyeGrain 25 Lbs/Acre needed if trespassing is likely. All state and local requiremnts must be followed. of 1.5 feet below the low point of the embankment. Immediately fill any sett ~tely fill any settlement of the embankment to slightly above design :ed immediate) .
Maintenance: grade. A~ riorao displaced from the spillway must be replaced immediately Weeping Lovegrass 5 Lbs/Acre May 1 thru June
After all sediment-producing areas have been permanently stabilized, remove abilized, remove the structure and all unstable sdeiment. Smooth =rly.
Check sediment basins after each rainfall. Remove sediment and restore original the area to blend with the adjoining areas and stabilize properly. Common Bermuda Grass 8-12 Lbs/Acre Hulled) Apr. 15 thru June 30 volume when sediment accumulates to about one-half the design volume.
15-20 Lbs/Acre Unhulled) Feb. 1 thru March
Check the structure for erosion, piping, and rock displacement after each significant rainstorm and repair immediately. TEMPORARY DIVERSIONS SEDIMENT FEN+~E SILT FENCE
IS Construction:
Remove the structure and any unstable sediment immediately after the construction site has been permanently stabilized, Smooth the basin site to blend 1. Construct the sediment barrier of standard strength or extra strength synthetic
with the surrounding area and stabilize, All water and sediment should be Compacted Soil filter fabrics.
removed from the basin prior to dam removal. Sediment should be placed in 2. Ensure that the height of the sediment fence does not exceed 18" above the ground
TEMPORARY GRAVEL CONSTRUCTION ENTRANCE EXIT designated disposal areas and not allowed to flow into streams or drainageways during structure removal. Slo a aximum P 3:1 Maximum Flow surface. (Higher fences may impound volumes of water sufficient to cause failure Compacted fill Slope 18" Min. of the structure).
Stone ConstructionEntrance
3. Construct the filter fabric form continuous roll cut to the length of the barrier Filter fabric to avoid joints. When joints are necessary, securely fasten the filter cloth only
~ ° STANDARD SILT BASIN TYPE-B ~,o - 9' Typical at a support post with overlap to the next post. Backfill min. 8" thick layer of gravel
o°a oo SO 0 o F 4. Support standard strength filter fabric by wire mesh fastened securely to the upslope
o,~ °o°o°o t ~~o. ~r o 0 0 o Coarse Aggregate side of the posts using heavy duty wire staples at least 1 inch long, or tie wires.
+`y~ o0000000000000o Base of ditch ~ 0 0 0 0 0 0 0 0 Top of ditch slope for V-ditch Extend the wire mesh support to the bottom of the trench (see Detail). 8~, I.
0000000000'0000 0 00 3:1 Maxima Opa000opOp0 p~pOpO Var. > 3:1 Maximum 5. When a wire support fence is used, space posts a maximum of 8 feet apart. Support Extension of fabric and Slope FIOW posts should be driven into the ground a minimum of 18 inches. wire into the trench _ 4"
0 0 0 0 0 0 0 '~.,0 00 0 0 Slope 0 0 0 0 0000~~ ~ 00 O 0 ° 0 0 0 0 ~o 18" Min. 300
°°C°°°0°°°°°°D0°D00°°O~p~o~OC'p~p 0~0~0~0 0 .y.`. o°°° ° °0 0 0 0 0 0 0 0 o a o° 6 Inches Min. a a °o °o°0 0 0 0 0 0` v 0 0 0 0 ` 6. Extra strength filter fabric with 6 foot post spacing does not require wire mesh support fence. Staple or wire the filter fabric directly to the posts.
~ 9' Typical o °o°°°eo 000000000 O~O~O~O~Oo° ~ `.`y`.`.`.`.y. .y.`.`.y.~.`.`+`.` °0°000 ~p0~0~y~~~pOp~p~p~oo
°o°0 0 0 0 0 0 6 0 . . . . . . . . . + . . + + . . . . ~ 00000000 00000op000 0 , . . . . . . . yr .y.~'.`.`.y N y.y.+.`.y++ 7. Excavate a trench approximately 4 inches wide and 8 inches deep along the proposed Filter fabric line of the posts and upslope from the barrier.
0 0 0 0 ° ~ Construction: 0 0 ~ 2-3 Course .
0 ~ Aggregate + . ` ` 1. Remove and des ose of all trees, brush, stum s o° ° P P ° m s and other ob'ectional material. 8. Backfill the trench with compacted soil or gravel placed over the filter fabric . brush, stu p ~ I 14°
Construction: Base of ditch for 2. Ensure that the minimum construe e cross-sec acted cross-section meets all design requirements. 9. Do Not attach filter fabric to trees.
flat bottom ditch Var. 1. Clear the entrance and exit area of all vegetation, roots, and other objectionable 3. Ensure that the to of the dike is not lower at Maintenance: 8 is not lower at any point than the design elevation
material and ro erl rode it. Top of ditch slope P P P Y 9 plus the specified settlement. Inspect sediment fences at least once a week and after each rainfall. Make any 18" Min.
2. Place the gravel to the specifia grade and dimensions shown on the plans, and in and cleanout. require repairs immediately. V-Trench
4. Provide sufficient room around diversion to perm smooth It. PLAN version to permit machine regrad g Should the fabric of a sediment fence collapse, tear, decompose, or become ineffective Extension of fabric and
Pr vide draina e to carr water to a sediment tra or other suitable outlet. 5. Vegetate the ridge immediately after constructior 3 o g y P than 30 days. fter construction, unless it will remain in place less replace it promptly. Replace burlap every 60 days. wire into the trench
Remove sediment deposits as necessary to provide adequate storage volume far the next
4. Use geotextile fabrics because they improve stability of the foundation in locations sub ect to seepage or high water table. Maintenance: rain and to reduce pressure on the fence. Take care to avoid undermining the fence during cleanout.
1 -iii-iii-iii-i u-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-u i-iii-~ i i- a week and after every rainfall.
-1 I I-~ ~ ~-1 I I-1 I I-III-1 I I-1 I I-1 I I-1 I I-~ ~ ~-1 I I-1 I I-1 I I-1 I I-III-~ ~ ~-1 I I-1 I I-1 Inspect temporary diversions once a week and a1 Maintenance: Base of ditch Base of ditch Remove all fencing materials and unstable sediment deposits and bring the area
flow line ~II Len th Equals 2 Times Width ~ flow line Immediately remove sediment from flow area anc i in h ravel ad in a condition to revent mud or sediment from leaven the i 9 Manta t e g p p 9 m flow area and repair the diversion ridge. to grade and stabilize it after the contributing drainage area has been properly stabilized.
Construction Site. This may require periodic topdressing with 2 inch stone. After each ~ ~ ~ i-~ ~ ~-i i ~ i! Carefully inspect outlets and make timely repairs :e timely repairs as needed.
I i an structure used to tra sediment and clean it out as necessary. III=111=~ = =111=~ 111= =111=~ =III-~ = rainfal , nspect y p 2 Min. Immediately remove all objectionable materials spilled, washed, or tracked onto public = - When the areo protected is permanently stabilize anently stabilized, remove the ridge and channel to
roadways. _ _ - ~ - blend with the natural ground surface and stabile - I I-III-III-III-III-III-III-I dace and stabilize appropriately.
ELEVATION
ttEVrsrax~ naTe flESCRf~r1oN STREET & UTILITY DES UTILITY DESIGN APPROVED ° Knoll H2 h
Approval of these water and sanitary sewer plans do not constitute approval for construction. Approval ~os~,or~, o~, ~o e s g
of construction must be a formal written agreement.
Failure to obtain such agreement prior to beginning Westview ?evelopment Company FIELD WORN BY.' CHECKED BY DRAWN BY.•
of construction will relieve the city of any CITY ENGINEER financial participation in this project whatsoever. DATE 2631 Reynotda Road Winston-Salem, NC 27106 JEB RLB
[phone]
City of Winston-Salem TAX b1AA PARCEL: SHEET NUMBER nEESOn EnsinEERins inc. 660874 Lot 112, Block 3252 ENGINEERS SURVEYORS PLANNERS
Horizontal Scale 9" = 920' 'INTENDENT DATE ToWNSxIP• crTY• wiNSroN sALEM NcEZ71o1
UTILITIES SUPERINTENDENT By: 2 ~ TELEPHONE: [phone]
Winston Watkertown DATE: ./OB NUMBER.
COUNTY: STATE: 05/06/04 02202
Forsyth N. C.

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xavtsfoN~ DATE D65CQfP170N WATER & SEWER DESIGN
Approval of these water and sanitary sewer plans do 'ER DESIGN APPROVED ~2 h K7to ll O 9 ra
not constitute approval for construction Approval n 2 ane
of construction must be a formal written agreement. Failure to obtain such agreement prior to beginning North Oaks, LLC FIELD MORK BY.• CNECXED BY.• DRAAN BY.•
of canstnaction will relieve the city of any CITY ENGINEER DATE 2631 Reynolds Road ~
financial participation in this project whatsoever. Finston-Sale, NC 27108 JEB RLB [phone]
City of Uinston-Salem TA% MAP. PARCEL; BEE 011 E116111EER111 ~
860874 SHEET NUMBER s s Inc. Lot 112, Block 3252 Horizontal Scale As Noted ENGINEERS SURVEYORS PLANNERS
UTILITIES SUPERINTENDENT By: NDENT DATE rollNSxIP• crTY.• Vertical Scale As Noted 503 HICN STREET
10 of 14 "`~T°" SALES ~ ,z7'°' Wtireston llalkertown DATE: JOB NUMBER: TBLEPHONE: (338748-0071
i~~ COUNTY: STATE.• 05/28/04 02202 ti
Forsyth N.C.
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- , 218' ~ ..-'t---~- . -.....0~ . _ _ s ~ 9
' ffer Area ~ 200 Stream Bu ~ ~ ~c' in ~.w ye~
~P ~ ~ s ,~5 Harry ABoles - _ _ w
° 61 O ' 0 ~ 59 . ~ O O O O O p ~ Q ~Q Ze 32701 s n. 19,856 sq. ft.^ 4 p p N N 58 N 57 56 N 5 54 ° 2 50 ° ~ Q Perennial stream with N ~ o Dionne M. Boles Old w N 1 ° 2~//~ ~ ~ o ~ 0y Tox Lot 24B, Block 3252
20 z3 a . t N N 49 o Small Ri attan Palustrine N N q ,609 sq. it 0,609 sq. ,609 sq. n 0,637 sq. ft 0,609 sq. n 0, 2 sq. t , 02 sq. ft , 02 sq. ,8D2 q. ft. 0,802 sq. t. ,676 sq. ft. 35,301 sq. n. ~ 48 P 20,064 aq. n. 20,052 sq. ft. 20,052 sq. fl. 20,1 f EmergentPackets `Z N ~ ZO 1 q N N ~ 1Y ~ N ~ 08 1790, P 1834 fL ~ 24,618 s . ft. 9 20,052 sq 20,162 sq. ft. 20,162 sq. ft. 20,057 p. ft. q 20,267 sq. ft. 20,182 sq. ft. 20,937 sq. ft.
41,972 sq. ft. _ o c anon Ma
W 27 . , / ~ l / 7 61,75 ~ ~ I v1 _ , 74 ~ n p
-95- / - , N ~ 5' 9' ~9' 0' 0'--- 8 356' - -9s ---96'- --•96~- 23,511 sq. 11. iv ~ er ~ ~ m
° - - - - - ~ - - - ~ - -A er -A en as Court-- ~ ~ c ~ 156' d• v ~ o
Jde'k~Haro uggins, Jr. ~ ~ _ _ ro~ ' _ _ _ . . 28 Ow- - Cedelma Dugglns ' - -•-gp° _ - - , _ = ~ r ~ _ ~ ^ . ~ ~ o
Ta Lot Block 3252 - - - ,652 sq. ft:~, \ / 't65 6 ~ r 3 ai ti m N
B 954, o ~J ~ 189'- 155- 88=-- tia' ,a aq,~ft. o, ~ ~ 2 ~ ° 62 ~ 46 s~, 73 ^
. ° ' ~ ~ 88 ° ~ 23,82 ft. ~ ~ N 89 ~ ~ 4 ` ~ ' 20,208 , • . ry m - LEGEND 23,74213q. p
' I 20,61 q. ft N 233' 203' 20,32, aq. ft. r f 115 116 117 ~ 29 3© 31 32 33 7- ' ~ ¢mNa N ~ f r+ h
O ~ ~ ~ ~ 45 25,161 sq. f . 5,61., ft 25,066 s ! 22,944 sq. ft 21,2D0 sq, ft. 21,176 sq, n. ~4'`+\ ~ q. ft. 26,256 . ft. ft 26x56 sq. 1t. ) ~ ~ _ ~ ~ `J . J ~ WETLAND "sY _ zQ N ~ ~P' lU U yN
161' ~ 118 '~:;.1~ ~ zo,zo8 . rt. ^ v, ,o w1 ~ O 63 I i p7 ~ ~ ~ . f. P?,\ 0~ ip yq M M j~ ill a~ O i N 21,655 sq t L~ s 30 - M ,439 sq. f 7~. N N 2o,o6s aq. rt. ~ 22,736 s9. ft. .c o ° ~ WETLAND IMPACT
21,031 q. ft. ~ 115 116 N 117 N "?,9 31 ~ 20,10 sq. ft. i 118 ~6 44 S~ 2 ^1 ' ~ zs,z~ $q. . sq, ft ~ eF 0 ~ m ~ o
235' g0 ~ _ -i ti 119 P ~ 2os' ~ J ~ 2 ,:~J ,5C~a'; ft•25,866 sq. ft ~ i
~ ~ 20,0 sq. n. I 1 20.104 sq. ft. ~+,j s 23.550 q. 1t. / 1~o Sj, a 119 ~ `•4;,~~~ A ~ 200' Stream Buffer Area f2 . 95' 1 ~ c A 8 92 v o
64 ~ ~ 120 ~ ~;ti`' rn ,1-~ I 173' 21,20 sq. ft. n.« ~ ' 86 j~ A, / 43 ~ ' ;h. • e ---N88'23'13"W 287. e 3 ~ ~ < x Q~Q 01'Total .\Q o ¢m N <'r u a Q T °Nh
20,000 sq, ft. , ~ " _ ' 1 23T 20,1 sq. ft. ~ 'S 66' 80' 80' 120 21,608 sq. ft. , - - 121 81 8a l q v~ 80' 1 'h~ lq" _ o v o ~ ~ sa w Q
Zoe' " 22s' e~, ~ ti 91 ~ ~ ~ ~ , , , h l 6 ~ 00 Wallace L L 'ore o c k o
° ~ ~ ~ 11 A ~ 20,0 9 sq. ft. ~ ~ 260' ' j~~ ~ ~ 65 ^ , _ 20,0o sq. rt. 1°I$ 3 y ~ r7 rn 1, 21 697 . ft. ~ ~ 4 t` Q o woo^ ~ ~ ~ ~ 11 Joyce Lorn ore v ~ h m N S. - t ~
. f . I ~ 85 M , ~ ~ ti 122 ~ ' 21 39 s t w q ~ r ~5 ~ 300 82' ~ ~ y~~ _ `c N v' ~0 ~ Tox Lot 1098, lock 3252 ~ ~ o > 'off DB 1338 P ~
239' ~ 20,1 sq, ft ~ 2 20,810 aq. ft. i ,52 . it ,`1 Jack Harold ug i Jr. S 122 ~ M l as,a71 sq. ft. ~ s. o. 1
Cedelma Dug i s ~ ~ 210' ~ ' ~ p`0 265 rn 4 I Tax Lot 18C, B!o k 3 92 z 1 e~' ~ t t ~ f r~ ~cp., I` _r` Il e L Larrimor J ~ °r ~ ~ o e Lorrimore
DB 1947, o ° 66 ~ 20,000 sq. n ~y ~ 32969 s . n. 75, • ° t. - 21609 a . n. m': ~ q o 123 41 N ~ ' r 286' ~ ~ o ~ of lox Lot 203, Block 3~~`2 r ~ o o N o J e arrim e ~DB 1338, Pg 1219
o q 84 245' 1, I ~ 393' 6e. 23,7 sq. ft. ~ ~ 22,729 sq. ft. - _ ~ 241' 20,26 sq. n. ~ 80' 80' 85, 1 f it N
89' 80' 80' 80' 64' ? , 250' I` 250' ,PH 210' 0 90, a , ASE 2 N ~ 4 ~ 7 `,.Tox Lof A, l 325 I ro D D DB 2 g 36 \ ~ 23,567 q. ft. - ~ ~ ~
0 o I 80' . o j ~ PHASE 1 90' o q ~ 129 • : I _ ..I~ ~ , 303' ~ ~ m ~ ~ ~
, N 21, sq. ft o3 ,I ~ _ p `o o n.~ ~~r f
44' I - ~ z O ~ 2o,a sq. n. 1 \Q6 n I 20,26 q. ft ~ p I 250' I m ~ owX3 24,972 . ft. N, rn ~
Q ° O ( ~ ~ 210' Wtv N ~4i N ~ . 1UA~ N ~ ~ N O i ; 321' PHASE 2 N
6 1'~9 N 1fh10 N 1111 N 1th2 ~ 125 , ° 0,000 eq. ft 20,000 sq. ft 23,667 sq. n. ~ d O o ~ O . ~ j 0,341 sq. ft. N 0 N ~ p ~ O 22,049 q. I 1 20,160 eq. ft. 20,160 sq. ft 20,160 sq. n. 20,0 sq. ft. 44 N ~ N O 7 ~1 6' ~ PH A SE 1
- , p I 0,066 9q. ft 250' ,479 sq. ft. N N 6 N 246=- ~ 1 O ~ 20,000 sq. ft. 0,000 sq. ft. D,000 a . ft. 0 000 s . ft. ~ q q 22,479 sq. ft. I _ W Joe Glenn Angel ~ . „ _ . w t. ~ ' 25,61 ~ ax L 17C, Block 3252
- ' 20, 5 q n. ~ '1 , , ~ 299' > ~ 915, Pq 673
a ~ ' 126 ~ , ; + , , . ~ 66-- 1~ ~ i , T. 86- ---93' t 20, sq. ft. ~ > iz. `SX a
23,506 sq. ft. -8D ~ , ~ , A, 7Q , ~ fY • r9?2
~ ~~~.o l Rid e y - - - _9' raze ~ . u - ~ - 222H' ~ -r-- 25 041 s . ~ ~T \ , ~ q ~ 0 1L ~ /
- - - -a - 7 y ,I _ ~ _ - e - do St8• J ~ A• 3p even P. Pegr j , ,
e ° 2gg- Jack Harold Duggins, Jr. f ~ - , Cedelma Du ins zL24o aq. tt. ~ o° rn - , 99 w ; ~ ~ 107 0 0'-°--- ~3 -N8T5 '52"W 536J7 6> 08~ Deborah Pegrom < z . TaxY~ 109E & 17J, Block~i252
Tax Lot 18D Block 3252 ~ 22 s7 s . ft. rn 251' 1 q 21,188 sq. n. ~ ~ ?6583, Dq 1824, Pg 2996 ~
D8 954, P 253 ~~'j 236' ( 2D,4so aq. ft. ft. ~ 1 h 9 ~ I 230' 228 ~ I, I 3 ~ f ..230' i.f ~ o ~ 5129' \ '
~ 71 I I ; a o Mark A. Campbell h ° ' ' N ~ Beth J Cam bel! ^ y ~ Z 22,552 sq. ft. ~ I 80 o rn 97 106 i ' ~ ro p U~ a N>12 , .~4 fti ~ ~ I 944„ ~ ELP. 11 2. ~ e~~ f
~ to Tax cot 17Y Block 3252 A + . 3>6 r •Op~ e
254' zo,7 sq. ft. 21,2 . ft. !r 1 rn ~ 128 • ' ~ 1,~9 N 0 N N ~ DB 1945, P 2927 r; m ~ ~j ~ 20,68 sq. ft + p ~fi0 1>~1 p g o ~ 230' 229' ~ ~ 20,70 aq. rt. V 21,300 aq. rt, zo,137 a . n. v, p ~ h ~lliam E. M rton `i , i Jun C. rton
o • ~ 234' 230' q 22,245 aq. ft. y ~ 72 j ~1 ° v Tax Lot 10 & 7, Block 32 LP. 3 ~i e / "I r
p ~ zo,1z sq. ft. r 79 0 9 $ ; ^ ~ ~ ~ J o av ° ° 105 ^ i ~ k I_ DB 18 , Pg 2996 P ~ . / L. i . • ~
243 rn rn ^ ~ ,t, Z s ' 129 - N 21,25 sq. ft. 20,652 sq. ft. 7 21,81 it. ~ rn 90 ~ p - % j ~
n - --~46~- - z''~4' - 24,3 sq. n. 5 44 ~ co q. 1 - k 219' ~ N /
2o,6a aq. n. 7 ~ -rt ' 138 a 8 ~ 1 / ~
225' i ~ 21,72 sq. ft. ~ O f ~ ` 1 ~ 20,6 eq. ft. ~ l ~ V
N 104 ~ 130 11 ~ i ~ 265' 21,16 . ft. i j 22 26 66 . ft. ~ 4 ~J I''
74 ~ I 175' I :
~ 1; 77 2 241' N a 20,838 sq. ft ~ h ~ 10 ~ , i 137 - li` 23,00 sq. ft. ~ °'ti`~ ~ . 20,4 s ft, F-° ~ 'I~~
1, q' v - 273' 100 131 J ~ 238' °i Nancy D. Flinchum I+..
20,31 . ft. 103 ,r M ' + ~
75 M 2a,27 q, ft. 21,66 aq. ft. ~ Claude Dickerson Jr. fo-, io 76 ti~ 21 T ~ u, Tax Lof 16D, Block 3252 20,775 sq. ft. ~ ~ ti 136 DB 1683, Pg 343 /
- - A - zz, aq I 274' ~ ~ , 23,9 sq. ft. ~ i, / aei
40' rn 211.96, 2 ~ z~4,rv N +y s. .•li
R, 1 Q\Q A ---N89'09'41"W 311.51'Total ..\Q 101 1 132 234, m Q 26 935 s . n. 1 ~ h 48,158 sq. ~ 52, q N t N ' + ~h;,
~ ~ Joe/ D. Carter ~I - o 'I BrNy G. S Mor Ann Carter m o N ~O9 5 0 50' n,J / RIGHT-OF-WAY
Zoldeon f. mi 1 Tax Lot 3, Block 32528 , N ~ 34,738 sq. ft. to ~ / ~ ~ ~ ,
O I Tax Lot 2, Blo k 3 528 ~ ~ DB 1985, Pg 1670 °a° ~ 1 a f DB 1938, P 35 6 0 ~ 1>~4 0 6' 20, 6, 5, C i ~ . ~ ,
e l Z ° 36,843 q. ft N 20,671 . ft. Q\Q N ' ~1 N ~ ~ ~ n SHOULDER PAVEMENT SHOULDER DITCH ~
- e h, ~ 0 PNG has !ne Fasemen~ - 'v@-' 142 50 h~ e ~
Q SO / t - - - ~ Tax Lot 101, ock 3252A h o 1" FT. 1/4"/FT. 1/4=/FT. 1" FT. / ~ / / ~
82 50.0 ' / / 3:1 2:1 t . 1 2:1 „`4_~
E ~ - ~ ~ Q QvQ Q ( ~ ~ Jer M tin ~ N e N8 ~ - - - - - ~
~ ~ D e F. M rtin / o q c~ o, 8~ h 89. ' j ~ EIP., PK in 1~ o ~~o s y"'h ~ i' oN,~ o,°v, . . I i
~ Ta of 5, ck 3252A o ° ° ; ~ w ~ ° N y ~ W e E Phtlh s Jr. E Bridge Wo!! ~ p 1 ~ ° ° ° ° a o` E .E ~ c ° P ~ / g 208 o , m° ~ y ~ N ~3 0 ~ l ~ o 0 8 Qa ry Ann Phillips
~ m Ta Lot 21, Block 3252A / `7u
1 ~ , o ~ ~ a ~ ~ o, a N ~ D8 1953, Pg 2287 I O~O R F~? C~Jm ?'I C O^ ~ O^
/ \ ~ w ,o O ~~m U~m { N~ * ~ s 0 - U x0 ~ ,1~
) ~ ~ ~N ~ ~ ~ ~I f i ~ Y 1:1 1
~ ~ ) 1i ~ ' Sri ~ +
i ; ! `i
\ / ~ l\ I~ S"-ABC ~I 'I,''
" f i • 2"-I-1
REVISrONi DATE D6SCk11+190N WATER & SEWER DESIGN AF DESIGN APPROVED Hz h Knoll 9 v era e an
;~I+ Westview Development Company FIELD NORK BY.' CXECI(ED BY.• DRAAN BY: ~+I+ '
CITY ENGINEER o ~ `i DATE 2631 Reynolds R ad
RLB Winston-Sateen, NC 27106 JEB ~ i, [phone] .1+I~°
TAX YAP. PARCEL: , SREEr NUMBER BEES011 EI16111EERIIl6 IIIC.
660874 Lot 112, Block 3252 ENGINEERS SURVEYORS PLANNERS ,;''I
120 0 120 240 UTILITIES SUPERINTENDENT ENT DATE 5os BICN STREET TWINSXIP CITY.• ~ Op 14 1IINSTON-SALEX, NC 27101
Winston Walkertown DATE; JOB NUMBER: 11 ~f TELEPHONE: [phone] i'~
COUNTY• STATE: 05 26 04 02202
SCALE Fo th NC. ~ ~ i ~I~' rsy
i .E ~
I