20021246 Ver 1_COMPLETE FILE_20020808

Memo
To: Federal, State and Local Agencies
From: Thomas R. and Jacquelyn K. Morgan
Subject: Permitting for Morgan Farm
Date: May 20, 2002
CC: John Broadbooks, Paul DellaMea
The firm of John A. Broadbooks / Landscape Architect / Planner is hereby authorized to
serve as our agent during the calendar years of 2002 and 2003 for the purposes of
preparing, submitting and obtaining permit applications for our project, Morgan Farm, SR
1173 - Plott Creek Road, Haywood County, NC.
Si d
Thomas R. Morgan
Signed
1 ? &Ur
Jacquel . Morgan
f
Office Use Only: Form Version February 2002
USACE Action ID No. DWQ No.
If any particular item is not applicable to this project, please enter "Not Applicable" or "N/A" rather than
leaving the space blank.
1. Processing
1. Check all of the approval(s) requested for this project:
Section 404 Permit
Section 10 Permit
401 Water Quality Certification
Riparian or Watershed Buffer Rules
2. Nationwide, Regional or General Permit Number(s) Requested:
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 (see section VIII - Mitigation), check here: ?
H. Applicant Information
1. Owner/Applicant Information
Name: a150 JAC— .1 0
C.
Mailing Address: V -. --- -
50
Telephone Number: _ Fa ber:
E-mail Address: rU , row
2. Agent 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: RLD2 ,
Company Affiliation: N O D3?Lt 1? PS?%?{ 1
Mailing Address:
Telephone Number:,
E-mail Address:
Number: 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: Mti' L K) F-441W
2. T.I.P. Project Number or State Project Number (NCDOT Only):
gfoo?-3o-2.'y8 g?,o ?22?-boS
005-2t^ V M7 9too5-Z0-9(o2.4
3.. Property Identification Number (Tax PIN): Awt-gt - t got, 8605..x1-5845
4. Location
County: Nearest Town: ! L
Subdivision name (include phase/lot number): tj /A
Directions to site (include road numbers, landmarks, etc.): -? NIIL64 "T ?F
5. Site coordinates, if available (U TM or Lat/Long) ( SZ 000 $p3-00p
(Note -'If project is linear, such as a road or utility line, attach_ .sheet that se aratelY lists the
coordinates for each crossing of a distinct waterbody.) _ LAS -'30 - 2$?
- 6. Describe the existing land use or condition of the site at the time of this application:
7. Property size (acres):
-
8. Nearest body of water (stream/river/sound/ocean/lake): FIVT
9. River Basin: G.a/p
(Note -this must be one of North Carolina's seventeen designated major river basins. The
River Basin map is available at httl2://h2o.enr.state.ne.us/admin/maps/.) .
P. Qyst
Page 6 of 12

10. Describe the
ise of the proposed work:
AttnN ?'s
11. List the type of equi
to be used to construct the
12. Describe the land use in the vicinity of this
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 NCD_OT project,
list and describe .permits issued for prior segments of the same T.I.P. -project,- along with
construction schedules.

V. Future Project Plans
.Are any future permit requests anticipated for this protect?. -If so, describe the anticipated work
and provide justification for the exclusion of this work from the current application
VI.
Proposed Impacts to Waters of the United States/Waters of the State
It is the applicant's (or agent's) responsibility to determine, ' delineate and map all impacts to
wetlands, open water, and stream channels associated with the project. The applicant must also
provide justification for these impacts in Section VII below. All proposed impacts,` permanent
and temporary, must be listed herein, and must be clearly identifiable. on an accompanying site.
plan. All wetlands and waters, and all streams (intermittent and perennial) must be shown on a
delineation map, whether or not impacts are proposed to these systems. Wetland and stream
evaluation and delineation forms should be included as appropriate. Photographs may:"be
included at the applicant's discretion. If this proposed impact is strictly for wetland or stream
mitigation, list and describe the impact in Section VIII below. If additional space is needed for
listing or description, please attach a separate sheet.
Page 7 of 12
1. Provide a brief written description of the proposed impacts: &R-ADt'f16_- Pef" MVE."
P ?? M?.t-tr' ®F r•+l t?Vb?'j li't of?T?EiC ' evL-tq Qt e.T a -oft 1j+D !E
n ... n_ ? r 1 , 1 r -A .. , -4 , w.r± wP! i... I.. w. 0%.0% .... .
Wr4MV?, A r& -m A(-W)
2. Individually list wetland impacts below:
Wetland Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Located within
100-year Floodplain**
es/no Distance to
Nearest Stream
linear feet
Type of Wetland***

List eacn impact separately ana taennry temporary unpacts. impacts mciuae, out are not umitea to: mecnamzea cteanng, gracing, itu,
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 athttn://www.fema.eov.
*** List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested wetland, beaver pond,
Carolina Bay, bog, etc.)
Stream Site Number Impact,_

indicate on ma Type of Impact

"' Length of
Impact
linear feet)
Stream Name ..
of Stream
Before Impact
Intermittent.
lease s ecify)
CU W102;_

List eacn impact separately ana taennry temporary impacts. impacts tnciuae, out are not umuea to: culverts ana associates 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.usas.gov. Several intemet sites also allow direct download and printing of USGS maps (e.g., www.tooozgne.com,
www.manguest.com etc.).
Cumulative impacts (linear distance in feet) to all streams on site:
List the total acreage (estimated) of all existing wetlands on the property:
Total area of wetland imp'act'proposed:
3. Individually list all intermittent and perennial stream impacts below; =1 t r { .
Average. Width - t? ? :'Perennial or
Page 8 of 12
4. Individually list all open water impacts (including lakes, ponds, estuaries, sounds, Atlantic
Ocean and any other water of the U.S.) below:
Open Water Impact
Site Number
indicate on ma
Type of Impact* Area of
Impact
acres Name of Waterbody
(if applicable) Type of Waterbody
(lake, pond, estuary, sound,
bay, ocean, etc.

List each impact separately ana iaennry temporary impacts. impacts inciuae, out are not itinttea to: nu, excavation, areagtng,
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 me uded with this application.
Pond to be created in (check all that apply): ; uplands ? stream ? wetlands
Describe the method of construction (e.g., .dam/embankment, .excavation,.installation of
draw-down valve or spillway, etc.): X?3"TrJ"R
Proposed use or purpose of pond (e.g., livestock watering, irrigation;: aesthetic, -trout pond,
local stormwater requirement, etc.): la7611VEr' 1 C!?o
Size of watershed draining to pond:, 2 Expected,pond surface area; A ?
VII. ` Impact Justification (Avoidance and NLnimizahon)
VIII. Mitigation
DWQ - In accordance with 15A NCAC 2H .0500, mitigation may. be required by the NC
Division of Water Quality for projects involving greater than or equal to one acre of impacts to
freshwater wetlands or greater than or equal to 150 linear feet of total impacts to perennial
streams.
Page 9of12
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 theproject. 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
r
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
htty://h2o.enr.state.nc.us/ncwetlands/Strmgide.html.
1.. Provide a brief description of the proposed mitigation plan. The description should provide
as much information as possible, including, but not limited to: site location (attach directions
and/or map, if offsite), affected stream and river basin, type and amount (acreage/linear feet)
of mitigation proposed (restoration, enhancement, creation, or preservation), a planview,
-::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...
001
t"A
2.. Mitigation may also be made by payment into the North Carolina Wetlands Restoration
Program (NCWRP) with the NCWRP's written agreement. Check the box indicating that
you would like to pay into the NCWRP. Please note that payment into the NCWRP must be
reviewed and approved before it can be used to satisfy mitigation requirements. Applicants
will be notified early in the review process by the 401/Wetlands Unit if payment into the
NCWRP is available as an option. For additional information regarding the application
process for the NCWRP, check the NCWRP website at htM://h2o.enr.state.nc.us/wM/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): M.+
Amount of buffer mitigation requested (square feet): 004.
Amount of Riparian wetland mitigation requested (acres): t
Amount of Non-riparian wetland mitigation requested (acres): Qe 'J
Amount of Coastal wetland mitigation requested (acres): ,
Page 10 of 12
1? [
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public (federaUstate) funds or the use of public
(federal/state) land?
Yes ? No
If yes, does the project require preparation of an environmental document pursuant to the
requirements of the National or North Carolina Environmental Policy Act (NEPA/SEPA)?
Note: If you are not sure whether a NEPA/SEPA document is required, call the SEPA
coordinator at [phone] to review current thresholds for environmental documentation.
Yes ? No ?
If yes, has the document review been finalized by the State Clearinghouse? If so, please attach a
copy of the NEPA or SEPA final approval letter.
Yes ? No ?
X. Proposed Impacts on Riparian and Watershed Buffers (DWQ Only)
It is the applicant's (or agent's) responsibility to determine, delineate and map all impacts to
required state and local buffers associated with the project. The. applicant must also provide
justification for these impacts in Section VII above. All proposed impacts must be listed herein,
and must be clearly identifiable' on the accompanying site plan. All buffers must be shown on a
map, whether or not impacts are proposed to the buffers. Correspondence from the DWQ
Regional Office may be included as appropriate. Photographs ,may also . be included at the
applicant's discretion.
Will the project impact protected riparian buffers identified within 15A NCAC 213 .0233
(Meuse), 15A NCAC 213 .0259 (Tar-Pamlico), 15A NCAC 213 .0250 (Randleman Rules and
Water Supply Buffer Requirements), or other (please identify )?
Yes El 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
1 ?14tA-, 3
2 1.5
Total
f zone f extends out j u feet perpenatcuiar from near oanx of cnannet; tone t extenas an
additional 20 feet from the edge of Zone 1.
Page 11 of 12
1
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
Payment into the Riparian Buffer Restoration Fund). Please attach all appropriate information as
identified within 15A NCAC 2B .0242 or .0260.
XI. Stormwater (DWQ Only)
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.
t" C1 WUM LA
XH. Sewage Disposal (DWQ Only)
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.
XIIL Violations (DWQ Only) -
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H 0500) or any Buffer Rules?
Yes M No _ . E
Is this an after-the-fact permit application?
Yes Q No
NW. Other Circumstances (Optional): -
n 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).
(
is provided.)
Page 12 of 12
Afs
PROJECT NARRATIVE
Morgan Farm
SR 11731Plott Creek Road
Waynesville, NC
THE SITE
The 99.73 acre site is partially owned by Thomas R. Morgan and partially owned
by Johnny P. Plott. The parcels identified as Thomas R. Morgan, JMP-1 through
JMP-4, and JP-3 and JP-4 are owned by Thomas Morgan and comprise 80.84
acres. Parcels JP-5, JP-6 and JP-7, comprising 13.38 acres, is currently owned
by Johnny Plott and is slatted for future purchase by Thomas Morgan.
A portion of the site is currently pasture interspersed with some trees and lies
within the valley floor. Plott Creek, which traverses the site from west to east, lies
within the valley floor. The remainder of the site is wooded, hillside terrain.
The streambed is about 4 feet wide with the banks averaging 2.5 to 3 feet in
height. Upstream from the site, the Plott Creek drainage basin covers 3.6 square
miles +/-. The valley portion of the site is subject to flash flooding, with evidence
of lowland floodplain drainage. The site is not located in a drinking supply water-
shed. Plott Creek is classified as: C/Tr.
The site is comprised of soils of the following units: Braddock clay loam, 2-8%
(BkB2); Braddock clay loam, 15-30% (BoD2); Dellwood cobbly sandy loam, 0-3%
(DeA); Dillsboro loam, 2-8% (DsB); Dillsboro loam, 8-15% (DsC); Evard-Cowee
complex, 30-50% (EvE); Hayseville clay loam, 15-30% (HaD2).
Proposed development on the site consists of a 10 ft. wide access drive from Plott
Creek Road (SR 1173), a residence, a pond, a picnic area with parking, and an
area for farming operations. The drive with entrance feature and residence will be
constructed initially, with the pond, picnic area and farming operations center
following.
The proposed drive will cross Plott Creek via a 4'x 6' metal pipe arch with stone
head and end walls. A flood stage overflow to accommodate a 100 year storm,
approximately 150 feet in length, will be constructed in conjunction with the pipe
arch stream crossing.
Silt fences will be installed around the disturbed areas of the site. Temporary .
diversions will be constructed to divert overland flow around disturbed areas and
to direct the runoff from exposed surfaces to temporary sediment basins and traps
installed at major runoff collection locations. A channel adjacent to the drive will
be installed and lined with erosion matting and seeded. Coir wattles will be
installed every 200 feet within the channel to reduce velocity and trap sediment.
Culverts will be installed with inlet protection and rip-rap aprons.

All temporary protection devices will be inspected on a periodic basis and
cleaned, repaired and extended after each storm event and as circumstances
warrant. Temporary vegetative cover will be seeded within 15 calendar days of
completion of each portion of rough grading and permanent cover will be seeded
within 15 calendar days of completion of fine grading.
Temporary control devices will be removed when they are no longer needed.
The total disturbed area is 11.2 acres.
Fee per acre: $ 50.00 x 12 acres
total fee $ 600.00
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Owner. Thomas-Morgan
Location: Plott Creek Road
. Haywood County NC
August 2, 2002
Total Site Area: 34 Acres _(Pasture)
65 Acres (Woodland)
-99 Acres Total
Variables: 10 -min. T.O.Cwith 10 year return
Intensity (I)-for Q/10-- 4.5 iph
Formula: Q= CIA
-Discharge (cfs) Runoff-Coefficient x Intensity (iph) x Acres
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Pasture Q/10 .35 x 4.5 x 34 = 53.55 cfs
Woodland Q/10 _ .25 x 4.5 x 65 73.12 cfs
126.67 cfs Total
Runoff During Construction: Total Disturbed Area= approx. 11.2 acres
Bare Q/10 _ .55 x 4:5 x 11.2 27.72 cfs
Pasture 0/10 = .35 x 4.5 x 30 = 47.25 cfs
Woodland Q/10 = .25 x 4.5 x57.8 = 65.03 cfs
140.00 cfs Total
Impervious Q110 =.95 x4.5 x3.00 = 12.83 cfs
Pond = .45 acres: Q/10 = N/A
Gravel Q/10 .85 x 4.5 x 1.0 = 3.82 cfs
Grass Q/10 = .30 x 4.5 x 5.60 = 7.56 cfs
Pasture Q/10 = .35 x 4.5 x 30 = 47.25 cfs
Woodland Q/10 = .25 x 4.5 x 58.95 = 66.32 cfs
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Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Alan W. Klimek, Director
Division of Water Quality
September 16, 2002
DWQ# 02-1246
Haywood County
Thomas R. and Jacquelyn K.Morgan
Morgan Energy
P.O. Box 1050
Asheville, NC, 28802
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. and Mrs. Morgan:
You have our approval, in accordance with the attached standard conditions and the special conditions listed below, to Haywoo place fill in 30 linear feet of perennial streams in order to construct ro August 8, 2002rg Afterreview g yourdapplicationCounty,
described in your application received by the Division of Water Quality on
we have determined that this fill is covered by General Water Quality Certification Number 3362, which can be viewed on
our web site at http://h2o.enr.state.,ic.us/ncwetlands . This Certification allows you to use Nationwide Permit Number 39
to) SedimegtandyEroothr federal, seon stateNonor-local and
when issued by the U.S. Army Corps of Engineer t addition, you shold
before you go ahead with your project including but no
Water Supply Watershed regulations. Also this approval will expire when the accompanying 404 permit expires unless
otherwise specified in the General Certification.
This approval is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us and you may be required to send us a new application for a new certification. If the property is
sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for complying
with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory mitigation may
be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the conditions listed in
the attached certification and the additional conditions listed below:
1. Deed notifications or similar mechanisms shall be placed on all lots with remaining jurisdictional wetlands and
waters or areas within 50 feet of all streams and ponds. These mechanisms shall be put in place within 30 days of
the date of this letter or the issuance of the 404 Permit (whichever is later). A sample deed notification format can
be downloaded from the 401/Wetlands Unit web site at.http•//h2o enr state.nc.us/ncwet lands ;
2. The culvert must be designed, constructed and placed to allow aquatic life passage;
3. You are required to return the attached dCertification of Completion form to notify DWQ when all work included in
the 401 Certification has been completed.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 1508 of the North Carolina General Statutes to the Office of Administrative Hearings, P.O. Box 27447, Raleigh,
N.C. 27611-7447. This certification and its conditions are final and binding unless you ask for a hearing.
This letter completes the review of the Division of Water Quality under Section 401 of the Clean Water Act. If you have
any questions, please telephone Mike Parker in the DWQ Asheville Regional Office at 828-251-6208 or Cyndi Karoly at
919-733-9721. Sincerely,
meTc, P. E.
North Carolina Division of Water Quality, 401 Wetlands Ce ifi ti6d Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mn ddress)
01101 rrnhtraP FSlvd.. Raleioh. NC 27604-2260 (Location)
Page 2 of 2
AW K/cbk
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Asheville DWQ Regional Office
Central Files
File Copy .
021246
MEMORANDUM
TO: John Dorney Regional Contact: Michael R. Parker
Non-Discharge Branch WQ Supervisor: Forrest Westall
Date:
SUBJECT: WETLAND STAFF REPORT AND RECOMMENDATIONS
Facility Name Morgan Farm County Haywood
Project Number 02 1246 County2
Recvd From APP Region Asheville
Received Date 8/8/02 Recvd By Region
Project Type road crossing
Certificates Stream Stream Impacts (ft.)
Permit Wetland Wetland Wetland Stream Class Acres Feet
Type Type Impact Score Index Prim. Supp. Basin Req. Req. ME
14 --O Y O N F- 5-16-9 F C TR 40,305. r 30.00 30.00 F-
Mitigation Wetland
MitigationType Type Acres Feet
1 7-1
Is Wetland Rating Sheet Attached? 0 Y pO N Did you request more info? 0 Y 0 N
Have Project Changes/Conditions Been Discussed With Applicant? 0 Y 0 N
Is Mitigation required? 0 Y 0 N Recommendation: 0 Issue 0 Issue/Cond 0 Deny
Provided by Region: Latitude (ddmmss) 352806 Longitude (ddmmss) 830130
Comments:
One culvert for a road crossing to access pro edy. Recommend issuance of NW 39. Note trout
waters and need culvert to be bedded properly_
cc: Regional Office Page Number 1
Central Office
Triage Check List
W
Date:
. Project Name:
DWQ#: ____Q2_ I Z4 f0
County: C
TO: ARO Mike Parker
? WaRO Deborah Sawyer
Ken Averitte ? WiRO Joanne Steenhuis
? MRO Mike Parker
? WSRO Jennifer Frye
? RRO Steve Mitchell
From: Telephone (919)
The file attached is being forwarded to your for your evaluation.
Please call if you need assistance.
? Stream length impacted
? Stream determination
? Wetland determination and distance to blue-line surface waters on USFW ? to po maps
Minimization/avoidance issues
? Buffer Rules (Reuse, Tar-Pamlico, Catawba, Randleman)
? Pond fill
? Mitigation Ratios
'
? Ditching
? Are the stream and or wetland mitigation sites available and viable?
? Check drawings for accuracy
? I
X s the application consistent with pre-application meetings?
Cumulative impact concern
Comments:
,,A.,
* P30 %%

?aal
Gross;?
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?.70?/? Y I?G••?

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JOHN A. BROADBOOKS / LANDSCAPE ARCHITECT I PLANNER
46 HAYWOOD STREET, SUITE 201, ASHEVILLE, NC 28801
Telephone [phone] /Facsimile 828-255-0140
August 6, 2002
North Carolina Division of Water Quality
401 Wetlands Unit
2321 Crabtree Boulevard
Suite 250
Raleigh, NC 27604
Re: Morgan Farm
SR 1173/Plotts Creek Road
Waynesville, NC
Dear Sirs,
f??
UG_
8 2002
We are pleased to submit the following documents (7 copies) for your use in
evaluating our request for a 401 Permit for the referenced project.
• Letter for agent authorization
• Pre-Construction Notification (PCN) Application Form
• Grading, Drainage & Erosion and Sediment Control Plan and Construction
Details (Sheets ESC1 through ESC3 - dated 08/06/02)
• Project narrative
• Soils map
• USGS Topographic Map with drainage area identified
• $ 200.00 Fee (check # 1201)
Should you have any questions or require any other information, please contact
me.
S* cerely,
??Vo • L?
Paul D. DellaMea, RLA
Landscape Architect

cc: Mr. Thomas R. Morgan
Mr. David Baker, USACE
Mr. Owen Anderson, NCWRC
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- ~ ~ <<~? 4' z ~ . ~ MIN. GAPAGITI' OF 'I ~ - ~ ~ ~
~ ~ CA aAM ~ ~ A , 4500 GF • 3 DEPTFf 1 6.
' _ - - ~ ti ort rsuv. ~ ~ \ ~p -•.~~.os 3 5 ~ -
_ ~ ~ ~ • - AREA ~ . ~ ~ N ` DIS V ~ W P~0 ~ ~a N MMA~Y ® ~U • _ _ ~ _
~ rn - ~ _ . i _ I o . z
~ti ~ ~ • ~ ~ C~ GOIR WATTLES IN GFIAMIF.L, ' TOTAL SITE AR A = APPRO~`. 100 AG TO BE SPAC.® AT F F~'~ H A I I ^ •
m ~ INI.!°T ~arsc ~ . ~ 0~ \ 0 W G PPRpX. ~ AG WILL BE DISTURBED
s iRT~ ~ EROSION AND SEDIMENTS WILL BE CONTROLLED xo. LP.~ o
~ ~ l , - r. ~ _ - ~ ~ ~ k Q;S • ~ 5~' 18 24 GM. PIPE ARGH ~ e ~ ~T ~ WITH THE USE 01~:
bq ' GUL W/ STONE ti r ~o~~>. 1.84~~ ~ ~ ~ 1 ~ - C I 1 _ - . ' - -TEMPORARY, STONE, CONSTRUCTION
~ • - • • _ • ~ SrnuG~s a RIP-RAP ~ ~?w?8 1 ~ ENTRANCE MA C~
~ ~ TYP. - ~ , ~ ~n~ uU~so ~ APRON ~ ~ er noRn~ ~cM, _ ~ A ~ 9 ~ ~ oa 6anv. ~ ~ ~ ~ / - ~ , -APPROX. 3325~LF OF RE~NFORGED SILT FENCE
- snalc - ~ • ~ -CHANNELS LINE W/ EG FABRIC AND
r 5 ~n~ +5~ z ~ ~ ~ ~ ~ ~ ~ 5' _ ar HoRn+ Gf~.1/ERT MI r
~ IO 6RAVF1 DRIVE ~ oR ~ % ' i ~ \ TO PIGNIG AREA ~ , ~ ' ~ 18'X29' G.M. PIPE ARUf GO!R WATTLE G~HEGK DAMS O GUI.VBZT NV GTONE ~ N
~ ~ ~ \ c wITF{,$ SHOULDER. ~ ~ - INLE' PROTECT ON AT CULVERTS W STONE d STRUGTi1RE5 t RIP-RAP ~ / ~ ~ ~ WATT -'VI F R T T PR TI N
d ~ ~ V ~ ,k ~ 10 11 ~ APRDN T'fP. ~ LE DE G~5 0 OU LE OTEG 0 .
~ i~ tea. N - C s L U , z . ~ w \ LNER ~G 125 ~~C. c 8 ~ _ r ~ . S~, ~ w_ / EMP, DI`dER510N5 ~ BASIN FOR
w E v M E ~ ~ - R Y ~ ~ ~ ~ ar Hoan+ 3- A ~ 0 3>. ~ r' ` _ FILL SLOPE P~'OTEGTION. ~ ~3~ F ;
1 ~ PK.NIG ~ ~ \ ~ r>~ at ~cuN. A htlTH PARKI \ A • 9 ~ ~ VEGETATIVE EEDING ON SLOPES AND CHANNELS . GOIR WA
~ o ~ X i w-~ v' ~ 5 DESGRIB IN SPEGIFIGATIONS.
~ j ` IN. 91LT 1~ io ,y. sr • io*'~. ' 10' WIDE PAVP~NT
90 ~ •7185 LF \ waa ~l APPROX. 1.2"I AG ~ ~ Z
~ A ~ ~ ~ ~PF'R4X1.15AG ~sn ; ~ ~ ` O z,N ~cw. • w-~ O
~ N- - - ~ V ~R 4,00 G \ ~ at e~N Id 53f~j,q"_ i 11 1 E ~ ~ ~ • OP DIRT • i oR ECiUN,. ~ FARMING OPERATIONS ~ ~ INGLUDIN6 6ARDBd ~ ~ / ~
715b~g' ~ ~ ~ ' ~ , APPROX. 3T I4G 1 ~ s
~ \ ~ ~ ~ , r, • . ~ - ~ ~ _ . - ~ ~ ~
• (tip - ~ l i' J~i ~ ~ _ ~ j ~ _ - • ~ r i Tl . I 1710 LF -
~ I ~ / J i ~ ~ APF'ROX ~ ~ OF / ~C • ~ ~ - TR16 4 6 ARC~Fi
- C ~ / ~ ~ \ , TOTAL Tt~D ffiE~ 851 ~ . ~ ?~q ~ EX~$ ~ • ~ GR®. GR06f7IN6 ~ S?; ~ 1~~~ ~
~ APF'f~OX I AGRES ~ f~~ '
~ z ~ ~ ~ V ~ 1 ~ - -i-- V' ~ . , v • ~ TE 31 AG) ~
~ i-~ ~ N z• X 11x!2.'14 'GUT' ~ ~ ~ ~ • ty . • ~ ~ r l W 1 4 . ~ r 15, _ '~;ti ~ a, ~ Z
- X13 b ~ - ~ ~ :z ~ \ ~ ~itifc z c' ~ ~ 4~\,~
/ - - ~ FZOADYbRI^5 ~ ~ ~ ~ i 0 i ,vU% ` ~ - m ~ ~ ~
~J n • X 5,'41 FILL _ N - J /U ~ i o~ h a ~ ~ ~ ~ ~ _ ~ a ~ ~
~ ^ POND (4,~2 , - • _ ~ 0~ ~ i \ ~ ~
~ ~ Ib 0 ~ . ~ m ~ ' ~ \ ~ ~ ~a
. , ~ ~ _ ~ ti . UJ W • ~ ~ s ~ ~ ,
' • _ ~ TOTAL GUT' ,415.13 cy , O - _ 0 r ~ • . 747.96'. TOTAL FILL' =22,114.15 I ~ \ L ~ 6~ 9
r'1-k1- ~ : • ~ . \ TOT EXC~ - 8,'145 O ' - x-44- _ ~ 1 - Z 0 ~ C ~ \ • ~ U
' _ ~ . - . TO BE DI oN-S rf , fi rn - 0 / ~ _ • ~;79` NtlTHIN L15 AG ~ . • ~ ~ \ ~ ~ O - ti o - ~ - ~
, . „ 24.55 ~ m • ~ V' UJ w , J \ 1 ~ -0•~ ~
S-Id- • ~ . ~ - ~ r, 1 ~ . ~ -44'- ~ W ~ • G1 • `r v ~ W ~ - I ~ ~ la
S-Id- • - y~ A` W ~ \ ~ ~ ~ \ ~ ~ ~
s-Id-s3~ _ . 44~ w • • ; ' a~ ~
- - _ c ~ • . ~ 399 ~ • ...J4 _ ,~tq.~, S1 , p O
5-Id ~ ~ -44 h ~ \ ~ ~ w . i ~ ~'S
GALLOWAY STREET\ WAY SVILLE NORTH CARf~t-iN~ 287 6 _ z _ ~ •
z ~ \ ~ 5 I •e1 A _ ~ ~ ~ ~T~ W ~ S` ~
- a 4 0 ~ 828 52 0177 _ v UJ UJ -C1 ~ ~ 812.16' ~ ~
v ~ ~ ~ y y _ 0 0 ~ v \ o~ i - ~ i ~ ~ 0 N-Id--53'x. • 1 . 9,
~ ~ 01 ~y ~ .9 ~ U,l rn __.1 r~ 1~ -E • . _
_ < ` ~ -1 - ~ - ~ ~ ~ - - T ~ ~ << N
• _ ~ ~ ~ \ z - - sa ~ ~ C~ v g ~
OTT ~ o , l1~ \ ~S \ ~ _
0 TT > - ~ ~ A ~~A~ I N ~1~A ~ ~ Y ~
_ , ~ \ l~
0 ~ TT TN - ~ _,~I R OSPO I ~N ANA I M NT Nfi PAN ~ ~ _ _ - - _ _ _ ~ m
~ ~ ~ 0
~ x <,'l~j, 358 I 0 ,r, • ~ o
~ AU6U5T 2 Igq~l ~ ` ~ ~ ~ ~ , \ •

1 ~ AUGU T 23, IqQ~ l A/ t
I \ ~~I ~w- w 0 -0 200 400EET NORTH ~ _
SGRLE: I" = 100' O
~ CONTOUR INTERVAL = 5'
Copyright 2002 by JOHN A. BRQADBOOKS, ASLA FILE NAME: sitepbn-b / PROJECT NO. 02moeganfarm / DATE: 00/00/02 /SHEEP SW-) OF 3 ion

- -
I
STONE HEADWALL -
20" d GOIR FABRtG •WATTLE
BY EARTH 5AVER: 530-'iq5-4'151 t~
4' OR 5' STEEL POSTS, . J.
MAX. OF I/4 ACRE b' TO 10' O.G. DRAINING TO EACH DEPENDING ~ ~ ~
100 FT. OF SILT ON SEDIMENT LOAD.
FENCE.
EXIST
-1 SOIL BACKUP REINFORCED FILTER _ -
IF SEDIMENT NEW CONSTRUCTION = I -I i FABRIC (OR USE WIRE I i _ - ~ - - - -1 I I- -1 I I-1 I I-1 I I-1 I o
- -_FENGE BAGKINb) LOAD WILL ~ - I ~I ~ ~ ~.O 35 MIN. - - 15' MIN. Ill I~III N I WA I 20 d GOIR FABR G TTLE 5EGTION ~
T OST. ~ HEAVY I~ MIN. III_ I I~ _ I - I JJ o°o°o°o°o°o°o°o° -III-11 II~II-1 BY EARTH SAVER: 530-195-451 - N
- - ~ _ 1-- o°o°o°o°o°o°o°o°o° =711-11-III=111_111= - I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°°°0°0°0°0°0°0°0°0°0° _ -1-I N
~ o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o a o 0 0 0 0 0 0 0 -III-II II III-_ _III--III-, ~ 6" MIN. °o°o°o°o°o°o°o°ooo°ooooo00000000 °o°o°o°o°o°o°o°o° II I =III-III ~ - 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 _ - il~ll WATTLE MUST BE SEGURLY STAKED 8" DEPTH RIP RAP APRON
12' 90TTOM FLAP - - I I=I „ - - ~ II illl II I I I I I II THROUGH CENTER USING I" X I"X36" ~ ~ BETWEEN PIPE INLET AND GOIR WATTLE p^p =1I WOODED STAKES, PLACED 3' -4" G.G. (MIN) TO PREVENT RUNOFF FROM UNDERGIJTTIN6 PIPE N
eURIED a . ~ ~ - II ~I ~ ~ -I - - - -III-11 I I ~ l ~ 00 -111=11 WATTLE MUST BE S~GURLY STAKED
i-) _ _ I I 11=III=III=111- y~,q IN 3" - 5" TRENCH THROUGH CENTER USING I" X I"X36"
1I I I-I ~ ~ I.o I~lil_Ilrl - ~ i - _ l I_I I I_ I ~I I I_I 11=1 PLACE TTLE _ = TRENCH MUST BE DU6 ALONG CONTOUR WOODED STAKES, PLACED 3' -4" G.G. (MIN) l I_I 1I-
I III=-I - ~ I- No. 5'I OR RR BALLAST TO RESTRICT RUNOFF FROM FLOWING 4,
I _ - GLEAN STONE AROUND WATTLE. ~ I
II ~ WHEN PLACING GOIR WATTLES END-TO-END ~
WHEN PLAGINb GOIR WATTLES END-TO-E1 5 END-TO-END ENSURE A TIGHT ABUTMENT TO RESTRICT
ENSURE A TIGHT ABUTMENT TO RESTRICT RUNOFF SEEPAGE BETWEEN ROLLS. 0 RESTRICT RUNOFF SEEPAGE BETWEEN ROLLS. TOLLS. WHEN PLACING GOIR WATTLES AGAINST
STONE END STRUCTURES ENSURE A TIGHT ~
ABUTMENT TO RESTRICT FLOW BETWEEN N SECTION GOIR WATTLE d END STRUCTURE ~
PLACE WATTLE IN 3" - 5" TRENCH N TO RESTRICT RUNOFF FROM FLOWING
UNDER WATTLE. ~ N
00 v
T G . D 0 D T W
W-2 NOT TO SCALE 5W- SW- NOT T SCALE NOT TO SCALE 0 Z SALE SW- NOT TO SCALE o
_ ~ .
a
I.o ~
DtMENSI0N5 FOR DRY STACK STONE ENDWALLS N
SPAN RISE THICK H B G M L (51NGLE PIPE)
IS" - N N I II 1 II I 11 I N 1 " 21 15 .064 2 -I I" I -6 ~ 3-01 2 -4 ~ b -0 O
~ EROSION CONTROL FABRIC MIN. 29 18 .Ob4 3 -2 I -1 3 -5 2 -8 b. -10
REFER TO PLAN FOR TYPE 4 FLOW RISE H 35" 24" .019 3'-8" I'-10" 4'-6" 3'-II" 9'-0"
SPECIFIC LOCATION i ~W - 42" 29" .0"19 4'-I" 2'-I" 5'-4" 4'-8" 10'-8" , 49" 33" .109 4'-5" 2'-3" 6'-0" 5'-5" 12'-0"
F~ - 25.0 i - 51" 38" .109 4'-10" 2'-6" b'-10" b'-4" 13'-8" v ~ c~ ~ u ~ v 64" 43" .138 5'-3" 2'-8" 1'-8" 1'-I" 15'-4"
CHANNEL SIDE SLOPES - 5.0 10.0 '.o 5.0 0 ~ o U a o o 0 11" 41" .138 5'-1" 2'-10" 8'-4" 1'-I I" Ib'-8" O
i - " "X36" WOODED STAKES - - 5.0 SHLDR. PAVEMENT XI I :MENT y SHLDR. n n i~ n _ _ Z
8 x ®3 -4 G.G. _ 83
I - ~ - MIN. r I 1- - 1- RIP RAP
d GOIR FABRIC WATTLE - _ - - I ~ 20 ~ i-~ ~ - - i APRON w
BY EARTH 5AVER: 530-~q5-4'151 I - 1
- 1.5 z~----7---TTT- - - --TTT=---- _ 7- - - B
_ _
- ~~---I~i- _ I- - - _ - / -
' - - 2" i-2 WITH _ ~ - - ATI N DRY STACKED • SIDE ELEV 0
I- 8" ABG • --III - STONE GONSTRUGTI ON
- ~ ~ NOTE: _ _ N~ 83 ~ _ N
RA15E DIV'ER510N AT THE END WHEN PLACING GOIR WATTLES END-TO-END * ATED PIPE-ARCH - - RISE _ - _ 2-2/3 I/2 GORRUG
ENSURE A TIGHT ABUTMENT TO RESTRICT OF EACH WORKING DAY I/2 COATED, WITH PAVED INVERT - -
RUNOFF SEEPAGE BETWEEN ROLLS. - - - - - -
PLACE WATTLE IN 3" - 5" TRENCH M = - - I _ _ - 2.I 51DE SLOPES AX - I_-III- •
TO RESTRICT RUNOFF FROM FLOWING NOTE: , ~ ~ _
UNDER WATTLE. 11=- ~ 1---' I I W NO MORTAR TO BE IN ~ _
EXCAVATE A5 NECESSARY TO ENSURE TIGHT CONTACT WITH STREAM FRONT ELEVATION
FIT BETWEEN WATTLE AND CHANNEL BOTTOM
O
T T G T G D T TO D
T T G T
5W-2 NOT TO SCALE 5W-2 NOT TO SCALE SW- NOT TO SCALE SW-2 NOT TO SCALE
16.8 ~ DRIVEWAY SURFACE t
ENDWALL ~ " _
TO PLOTT 2 1 2, OVER GREEK RD. 6.0 _ 8" p,BG ~ •
SPA
r0 TOP WIDTH W - 10.0 Z
, 2:1 TYP
3=I SLOPE '''~°RQx toy ~GK TO BOTTOM a
3:1 SLOPE ~~1DE IpZ,p 1 1 ,
- 0 0 1 1 1
IOOA , 40.0 - o°0 000 r 1 1 ~ H
4.0 - °00000000°000000 12.0 1 / . U - 'tea '(MENT 1 1 W
EXISTING 10.0
COMPACTED FILL GREEK BED - ~ EPDM LINER r r 1 , 1 , 1 , 7 - - 1 1 U
MIN. 12 "COVER OVER - 3 0 ~ LEV. TOP OF BERM 2830.5 ~.I TYP. 0 285 2:1 TYP. r r r
PIPE-ARCH 10.0 ~ _-ELEV. OF OUTFLOW 28285 - 3.0 PAVEMENT ~ 3.0 ~21VE STONE •
GREEK GROSSING PIPE-ARCH I.o TO FORM NATURALIZED ,1,1,~,~,~,~,~,1,1,1,~,1, W
ELEVATION VIEW FROM UPSTREAM) - - - - - r i~i~i~i~i'i~i~i~i~~~i~~~i SECTION OF OUTLET 5TREAM BED OVERFLOW ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ - iiiiiiiiittiil
- - _ - I - - - - - - - - STONE 51ZE5 TO BE ~ ~ -
I I I I _ I I - - - .BOTTOM OF POND 28 ~ I ~ - - ~ POND 2822.5 - - I A= 12.4 8" - 15" WITH 10.0 3.0 II.O O
- 1.5 I - - b X Ib HEADER I- ~ - i--~ ~ i------ ~ ~ , 8" MINIMUM DEPTH • ~ ~ ~ ~ ~ J - - - G 0.25 li,i,i,i,i,i,i,i,i,~,i,i,i,i,
ROAD SECTION WITH. SUBDRA I N ; TYP. - - - - ! l_L - _ UJRB TO PROTECT I 0 - - ~ EDGE OF PAVEMENT - - - - - - - - - j = - . _ - - A100=21.bGF5
oN uP5TREAM BIDE POTENTIAL ORIENTATION OF POND DRAIN ~ - I II I I- -III_--II II-III-
~ _ - - W r r r 1 I 1
ISO SUBDRAIN - - I ~ 6.8 4" - 51.OTT® HDPE 1 . 1 NOTE: 1 1 1 0
.4 • ~fK YVITH M6? 5T01'E - 3:1 1 1 a
TO HOUSE BOTTOM OF POND TO IO+F LOW FLOW WILL BE AMONG STONES r 1 1
DRIVEWAY SURFACE SITE BE LINED WITH CLAY HIGH FLOW WILL BE OVER STONES ' . ~ 1 , 1
IoZO APPROx. ~ sAUC To LAYER OR POLYLINER - 3=t SLOPE 3'I DEPENDINb ON SOIL r r ~ , ~ 1 1 1
SURVEY 1 / 1 Y ~1 ~ p
lol.o COMPACTED FILL
1=LOODWAY PIPE CULVERT MIN. 12 " GoVER oVER PLAN OF POND OUTLET c
ELEVATION NIEW FROM UPSTREAM) PIPE-ARCH t 4r
W
T 0 D G D OOD GT G O T G ~ ~ . , T T T T
W-2 NOT TO SGALE NOT TO SGALE LAW
SW- NOT TO SCALE
0
Copyright 2002 by JOHN A. BRQADBOOKS. ASLA FILE NAME dstolb / PROJECT NO. OZlwrgolltann / DATE: 00/06/02 /SHEEP SW-2 OF 3 .7

REINFORCED SILT FENCE
A5 FILTER BETWEEN INFLOW
NOTE: AND SKIMMER. REFER TO DETAI L
AFTER I / SW-2 CONSTRUCTION, BAGKFILL
SEDIMENT BASINS AND INSTALL
PERMANENT DRAINAGE P'VG BASIN SKIMMER BY
FEATURES. FAIRGLOTH SKIMMERS, 2" MODEL,
PNONE/FAX: qlq-732-1244. INSTALL
PER MANUFACTURERS SPEGIFIGATIONS. r 0
OVERFLOW SPILLWAY
N
~ 6' MIN. ~
00 N
00 v
~ ~ .1 o ~
~ W ~ ~ W

6" OR 8" CORRUGAT _ _ _ _ ED HOPE SEE PLAN.
- _ _ TT-r 1~~TT=~ O
- ---1=
- N
N
BASIN SECTION REMOVE ORGANIC MATERIAL
AND ROOT MAT FROM BENEATH 00 N
BERM. GO v
W Z
O
• T a
5W-3 ' NOT TO SG,~1.E
0
_ N
02200 -EARTHWORK
A. Arrange and pay for geotechnical engineerin services to monitor earthwork.
9 B. Submit copy of each report to owner and to des( er.
G. Strip topsoil and other unsuitable soils. O
D, Proofroll subgrade and undercut soft areas before lacin fill. p 9
E. Utilize approved earth f?II from site to extent ossible. P
F. Rough grade shall be within O.25/s feet of finished rode and aver a out
9 a9 overall. O
6. Review rough subgrade with landscape installer and make final ad'ustments. J Z
02270 -SLOPE PROTECTION AND EROSION CONTROL
A. General
I. Protect ad scent ublic and rivate ro ertles From stormw w
~ p p p p star erosion and sedimentation.
2. A bradin f ermit is re vired from the De artment of Erosion
q P and ediment Control for Haywood County NG
3. Install and maintain devices necessar y to provide continuous control of r
erosion and sedimentation. 0
B. S~uence of protection: N
I. Install tam orar mud mat at construction en r p y t ante before clearing and
grubbing. 2. Add stone or replace mat before it becomes clo ed with soil.
99 3. Install temporary silt (sediment) fence before clearin and rubbin . N
9 9 9 4. Repair Fence and remove sediment load to maintain rotection.
P 5. Protect steep slopes when graded.
b. Establish 'tam orar va etative cover within I W
p y g a s after final grade is reached, unless permanent ve etation has been established (see schedule.
9 ) 7. Construct structures.
8. Complete curb?n avln and surfacln . O
9P 9 9 q. Establish vegetative cover -lawns and slopes.
10. Remove temporary devices and sediment after sufficient avin ,surfacln
P 9 9 and landscape cover has been established to control erosion..
II. Minor adjustments to plan and se uence ma be made to better fit work(
~ y n9 conditions, but adequate control must maintained at all times.
12. Remove tam orar devices at end of ro'ect or sooner )f one or more . p y A J
devices are no longer Headed. , •
G. 5cha I T rar V
I. Incor orate dolomitic a (cultural limestone ®50 lbs. 10 p / , 00 sq. ft. and Z
10:10:10: fertillzar ®17 lbs./1,000 sq. ft. into soil prior to seed i"9
2. Summer seeding (May 15 -Aug. 15): German Millet ®I IbJ1,OOO s . ft. q a
3. Fall seeding (Aug. 15 -Dec. 15): Rye grain ®3 IbsJIpOO s . ft. q
4. Mulch: Grain straw qO lbs./1,000 sq. ft. D. Erosion Control Matting
I, Slope matting (slopes 2.5:1 and steeper): Continuous cover of Excelsior W
matting (Gontech "standard Plus" ore uiv.) or combination of straw and W
q z
coconut fiber (North American brean "SGI5O" or equiv.). U
O2gOO - LANDSCAPING
A. Finish aradin~ W
I. Remove stones, clods and debris to depth of 3 Inches hand rakin . ~ 9
2. Incorporate soil amendments listed below.
3. Finish grade shall conform to proper contours and shall be free of hl h and
9 low areas wh(ch will interfere with adet~uate surface drains a and lawn O
9 mowing.
B. Permanent Vegetation -Lawns
I. Incor orate dolomitic a ricultural limestone ®50 Ibs~/1000 s f p 9 q. t. and
10:10:10 fertillzar ®17 lbs./1,000 sq. ft. into soil prior to seedln , 9
2. Seeding (Mar. i -May 10 or Au I - Se . 15): 9 P
SEEDING SCHEDULE
'10~ Festuca arundinacea 'Glemfine' 'Glamflne' Tall Fescue 4.2 lbs. / 1000 sf 183 lbs. /acre ~ y
15~ Lolium parenne 'Manhattan' 'Manhattan' Parannfal Ryegrass .q lbs. / 1000 sf 39 lbs. /acre Y
15~ Lolium multiFlorum Amual Ryegrass .q lbs. / 1000 sf 3Q lbs. /acre LL
~ m O
3. Mulch: brain straw q0 IbsJ1,OOO , ftJ tack In lace with as halt Total: 261 lbs. /acre ~ P p O W X oc
emulsion or equivalent product. n
n V
CoPY?i9M 2002 by JOHN A. BRQADBOOKS. ASU
FILE NAME: dofaiN / PROJECT NO. Omnorgon(pm / DATE: 00/06/02 /SHEET SW-3 OF 3