20020347 Ver 1_COMPLETE FILE_20020306

Michael F. Easley
Governor
William G. Ross, Jr., Secretary
Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
March 20, 2002
DWQ# 02-0347
Jackson County
Tim Bright
P.O. Box 2497
Cashiers, NC, 28717
APPROVAL of 401 Water Quality Certification with Additional Conditions
Dear Mr. Bright:
You have our approval, in accordance with the attached conditions, to stabilize 300 linear feet of shoreline on Lake
Glenville in Jackson County, as described in your application received by the Division of Water Quality (DWQ) on March 6,
2002. After reviewing your application, we have determined that this fill is covered by General Water Quality Certification
Number 3353 or 3373, which can be downloaded from our web site at http://h2o.enr.state.nc.us/nowetlands . This
Certification allows you to use Nationwide Permit Number 13 or Regional Permit Number 198200030 when issued by the.
U.S. Army Corps of Engineers. In addition, you should get any other federal, state or local permits before you go ahead
with your project including (but not limited to) Sediment and Erosion Control, Non-Discharge and Water Supply Watershed
regulations. Also this approval will expire when the accompanying 404 permit expires unless otherwise specified in the
General Certification.
This approval .is only valid for the purpose and design that you described in your application. If you change your
project, you must notify us in writing and you may be required to send us a new application for a new certification. If the
property is sold, the new owner must be given a copy of the Certification and approval letter and is thereby responsible for
complying with all conditions. If total wetland fills for this project (now or in the future) exceed one acre, compensatory
mitigation may be required as described in 15A NCAC 2H .0506 (h). For this approval to be valid, you must follow the
conditions listed in the attached certification and the additional conditions listed below:
1. This project is for the installation of a boulder wall bulkhead to prevent further erosion of the property due to wave action. The use of
mechanical equipment on the beach must be minimized;
2. Equipment and materials maybe offloaded to the beach at the bulkhead site, but steps must betaken to keep all equipment out of
the reservoir.
If you do not accept any of the conditions of this certification, you may ask for an adjudicatory hearing. You must act
within 60 days of the date that you receive this letter. To ask for a hearing, send a written petition which conforms to
Chapter 150B of the North Carolina General Statutes to the Office of Administrative Hearings, 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 our Asheville Regional Office at 828-251-6208 or Cyndi Karoly in Raleigh at
919-733-9721.
Sin el
C/e?cry J. Thor
Attachments
cc: Corps of Engineers Asheville Regulatory Field Office
Asheville DWQ Regional Office
Central Files
File Copy
Jennifer Robertson, P.O. Box 553, Hazelwood, NC, 28738
o9n4d7
North Carolina Division of Water Quality, 401 Wetlands Certification Unit,
1650 Mail Service Center, Raleigh, NC 27699-1650 (Mailing Address)
2321 Crabtree Blvd., Raleigh, NC 27604-2260 (Location)
n.1 '? I?oa /..L.......\ / 4n( - Coll /i....\ -.//L.n......-....?...... .... /.........il.....1..I

-1 Wetland and
MAR B M02
Natural Resource
Consultants, Inc.
February 25, 2002
U.S. Army Corps of Engineers N.C. Division of Water Quality
Asheville Regulatory Feld Office 401 Wetlands Unit ?P I'
Attn: Mr. Dave Baker Attn: Mr. John Dorney,
151 Patton Avenue, Room 208 1650 Mail Service Center
Asheville, North Carolina 28801-5006 Raleigh, North Carolina 27699-1650
Re: Tim Bright. Residence (-- 0.6 acres)
Nationwide Permit 13 Application copy-,
Lake Glenville, Jackson County, North Carolina
C2?
Dear Mr. Baker and Mr. Dorney:
The purpose of this letter is to request authorization for proposed impacts to
Jurisdictional Waters of the U.S. at the Tim Bright Residence site in Jackson County,
North, Carolina. The jurisdictional area for this project is Lake Glenville. There are no
other jurisdictional Waters of the U.S. on the property.
The project requests Lake Glenville bank impacts to approximately 300 linear feet for
the proposed construction and installation of a boulder wall for bank stabilization.
Heavy equipment will be brought to the site by barge. The boulder wall and
construction details are shown on the enclosed boulder wall permitting plan map.
Photographs of the shoreline and bank are included for your reference. The boulder
wall will. stabilize the currently eroding bank and protect vegetation from further,.
damage. Rip-rap had been previously temporarily placed for stabilization until the
construction of the wall commences. The boulder wall will be approximately. 7' in
height., Construction will take place when Duke Power lowers the water level of the
lake.
We would also like to, request approval for the. aforementioned actions through the
Duke Power Lake Management Department for Lake Glenville and the, North Carolina
Wildlife Resource Commission: Mr.. Richard `Connelly and Mr., Owen Anderson will
receive. copies of the permit application.
Newton Office Waynesville Office
11 South College Ave. Suite 203 82 Poplar Street
PO Box 224 PO Box 553.
Newton, NC 28658 Hazelwood, NC 28738
828,465-3035 828 454-5033
828 -465 ? 3050 Fax. . 828 ,"454 & 5033 Fax
[e-mail] [e-mail]
Y
'We look forward to hearing from you. Please feel free to caiLwith questions or for
additional information.
Best Regards,
Jennifer Robertson
Project Manager
[phone] - mobile number
Feb-20-02 10.39P P-02
Feb-20-02 09i445P P.03
Wetland and
Natural Resource
C aNltants, Inc.
Oepartttrent of the MM
WllmingCOn owd, CWW of EAgineers
Attn: G. "ne Wright, CND ReWAA Y ofvistan
PO BOX low
WWngton, Noft Carolina, 2M2-INCI
-&W-
NC Division of Water Quafily
Attn: john Dorney
4401 Reedy Oreek Dive
Raleigh, North Cadine, 27614
I, the axrlGrSt landowrw of the jxaM Y IftndRed belew, hereby auftrixa Wetland and
NOW4 Rowme ConMt vv%, Inc. m as on my behalf as my agent during tha
processing of permits to impact Wedlands and Waters of the u5 ftt are regulated by
the Clean Water Act and the Rivers and I3arbom Act
Federal and State agents are authorized to be on said properly when accompanied by
Wredwd and Natural 3tRSOi= C.onsurom, Ina. staff,
Wetland and Natural Resource Consultants, Inc. is atift aed to provide supplemwtV
frdDr on M WW for permit p "Nwg at the reegtlea Of T"o co" or DK,
Praopetrty Owner of lte mrd: i m
AaCrtss: /?- ?- ?'S o x 2.4'9`
IlddreT
Address;
Phone Number;
Promlyr Loution:
Owners sigruftre.
Date:
T 1 south ;00" Avis. 51A6 203
PC floc 224
Newlan. NC 28656
52a•a65?3a3s
B28,465*30W Pax
wnAnCpot.com
?eq A0
"refsAe Ofta
62 int snajel
NJ Sol 553
Haackood, NC W36
sa
a25&4M -5033
826-454-W33 %:a
wndnc?oo(corn
2,d WdL2 : T T MOE 1,f : 'ON XHA J11-adl : W06-1
Name: BIG RIDGE Location: 035° 08' 52.3" N 083° 07' 24.1" W
Date: 2/22/102 Caption: Tim Bright Residence
Scale: 1 inch equals 4000 feet Borton Subdivision, Lk Glenville
WNR, Inc. Job # SMG-1006
Copyright (C) 1997, Maptech, Inc
4}
_ Al I ??. r • Ir fir -
F-ior \'j
?• Ili ?,/ f? }?1r'!NM _ ,? ! ` i'?_C-_ ?.? ?'? - ? ! "'- ??r, t ?'?, r'S I j'
r (r
? {r lg J "ake Glenville
j
eNk
1,1-'', f? L..1 ??ft-? . `45 , A &'
31
„4. y 4,4.E f 11 ti\ I 14
f A: UN
Z-1 N
( f. l P 's r, t ?y, y t Y.
r'
x3fight Residence VClnity r5'it
!fir ? r.1`j - ? ?. " •?- `, _. ?} ?"?`\ •'?. r,'?' ?7!" ? '? ?' '''? /? -
I. 11? _ .?T-1 ?? ? er f 1 ,? r ?, _?r 1 r i J+f ;v?' ?'"4? •-\. jf•, -
Alt
_ I?'y _ , r ? r • r ,
,' I _... •. , _ l!- .? `' r r'''? ,+, - - ? 1'?I '? try' ??''k - _ -
qgj? if
.. ?' r i 11 J
Fl?
f, + T IP y
0 V,
J rIl ? ?.'! iy - ?? ? ?: fit '',??• t+!
4°W
Name: GLENVILLE Location: 035° 09' 38.8" N 083° 08'51.9" W
Date: 2/22/102 Caption: Tim Bright Residence
Scale: 1 inch equals 1000 feet Borton Subdivision, Lk Glenville
WNR, Inc. Job # SMG-1006
('...-inht (r) 1QQ7 M.Mt.h Inr.
(Joins sheet 72) :'. s4~kfdDtiL ?* ' •° - 77
.
EdD dC EdD WtB :.: r •? EdD EdD EdF EdFi' . G. N
" -CUD PwF' r CUD "+ r
y. I ~ , EdC r 1
Fo r EGE ' PwE uss x- ,. I
p EdC
'` ??^ d EdD y '
R
H
r 'kid ?A ?. F . ?t '00
t r. ?. rr b " EdD x.a mot` C j
e? l
- .:•.; 'c",;?a' a .: .. • PD' ,.? ~. 'C a'' G ?^,• ' ,'I'^ . -' ?C? ?,
1 b . `? a .t ;. `• '?e jy, uD ' , .<? ?I EdD, t ? ? _ ?:!4?.v+?'"? y _
x'r r. e• ! v -C ....' •??i> EdC.
V?ll
.,Pp 0
Tv?C
EdE
Lac aF o
?'aI.?PF'' r .•c .?i
EdD Ed( EdD
E P+vD/.?"' .'Pw ?Eti' r EdE• c
e I , f- fidFi _
EdD
CPF
•.y?.`.'''fiS'G t• v r. F't7F ti "'?+ '°°' • ?' i• .J.n ??,µtti ? E' Jinx,
EdD CUD
EdD
••'f!. y!.'.4.y'tw.. y a EdD r"•'?CrFt::.vr"..•=' >' •;
iY EdE NkA :a• C
Et1E ?. Jtrr «t :> +L
Az"rte PwFk E?' ? o
?? rs d S 1
TWC z
z« .. .?d D I 3 i s v 4+,
KIM
';pj < ???rY .}' •? EdD '.?`I. .: ,l •. y ? yy yl '? ,,? NkA ?!•.
'-Sth Cdr r<.
?c. WC
„? ^'?.,?- '? w .EdE .,>y? ? ' "'- •; ?.
k ?: { ~CuD. . A.? '"• i ,?rwCF CUD •'
EdE PwD
v CUD, S • -' `'?
?'. EdE C+?:, PwE PwE = ' 1
dF EdD Ar, 4? PwD
PW : T r 1
EdE, r ,1 A4 :r > i
•:.,• ' .ay '' ` Yi EdC
£dD `.• 7 ''r .' ryt y'J EdF C?, ' • . a t
cl • r , ?i v .C .Tr .
EdD
z' c iEt1E , ". o Pw EdD.
?, CuaF?r EdE °o w
N?TM. .• . r ?, . EdE PwE t•'
??`,? s ?i :.Zt`r?;"?"Xt};-atjd # • EdC °o
• "?"'? • 'ti??i`.!;i`r:9 *r•.?a '' irw N t r '""?ra. , ' ??'?"?a` „ r
.. ems. y w '\' +nfi5 Cup'
EdF t ?,,' ??
11W E
?. .YLa.e >«y Eck yJ' EdE;-`. EdD d?' .
i. r
AL
-.•i .a.e. ,?.,u loir?bl+eef87) '.. :aR?4.,t_ _.. ,,. _... ..?.. ,aooooF•
-•,• ,'r Joins shoat 73) I .?•.r?m;.=..-y, y. ,,-??'
w
• ?
CdE
` ti%.. 'Ca"E ' ? `' ? v -•'rS +? ,use "7 ? ??;
Thorpe tit?N: ,? rr •}Y??` ..? L' s [al•7??#;r
-. s^• ,? 4;?:'. C?. S ` rTV1C.? ,, ` s, . Ww j•, s,t r
Lake s .2,t ri ?.: x '.• ": a?4:xca . cap f? :s
'ti L CdC aye z ?s . 4ct,`I.?. +-
' PF
? .; •i '"' ..
p` ;-,.. - ? 1 Lake
IMP
CaD
• ? yCaE .?M1 -'???1? a.rs . ..''t a'?
w
? LP P a "? CPF
p D'
?aFy CUD ` :' J r ?' °Jw CaD U
rA!. `? n,? •CPF
t ';: ,Grp CaF',.1. za Ka' ^
C.D
EdE
f1iVtB ?<°?i• 0 e . ,'r ; ?? S • ` ti vl4-
j "''..•
Cao y _? • . ??G i, ?• , h CaE Sri
? rw, r :? ?.ip;'iq ?y'1?.?. ' . • • ?• ? "'? CuD ? WtB .?:. ? ' ?. ?: ??,,.';4•'s;:tilp'J•`?l, ^
' `• :r x r : J Y ,4J1„ ?ti .G 4 , .C "t. (•.dD w k
c'n
Cdc
CdE txy .? .r.l
u r; 145 ^ ?? F "I C.•' . J '- "••?`. ,.?,.• ,*
EdE 7v' S ltd • S!. •. r? ; '1•' 1?? A , t .s '. ?•
EdC
EdD ,y it ? a,.r .•rrF-,? •
t4yv << SUD 'Q ale.;, ,. r J.•. , . rr). -f •` S? '; ,? ,?'°°
r ; N PyrE--r Pw0
VEOE
?qUd
00
trS EdL Ly Kj;% iy.. `• 'wr, d xr'' r i?
w EdE;?? , •' Tr4 PwEY. . d? r• .1y `. ?'??3'...
,? .•? ?, -
LL '' ,l ' J EdD * _Wt6 dt EdD u
o d' .? f tir J, PwD
d el
k4b
30000 tEl,Yi •1 .1/ J _ ?;_ -. .r.? Y'... ..:,"Jv E4 r., x..:> PwD ?' 3P7W,'?s:.. •.
7600005 7 `^i +/ rz: %S:i• N,•:.•::: :f' +'?:t_. r (JoInscheet82)
Office Use Only: Form Version April
2001
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: Nationwide Permit 13
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: ?
II. Applicant Information
1. Owner/Applicant Information
Name: Mr. Tim Bright
Mailing Address: PO Box 2497
Cashiers, North Carolina 28717
Telephone Number: 828-966-9653 Fax Number: 828-684-5156
E-mail Address:
2. Agent Information (A signed and dated copy of the Agent Authorization letter must be attached if the
Agent has signator authority for the owner/applicant.)
Name:
Company Affiliation: Wetland and Natural Resource Consultants. Inc.
Mailing Address: P.O. Box 553
82 Poplar Street
Hazelwood, North Carolina 28738
Telephone/Fax Number: 828-454-5033 Mobile Number: 828-712-9205
E-mail Address: wnrinc ,aol.com
Pagel of7
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 I 1 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: Single Residence at Borton Subdivision (Lot 2), Lake Glenville
2. T.I.P. Project Number (NCDOT Only): N/A
3. Property Identification Number (Tax PIN): n/a
4. Location
County: Jackson Nearest Town: Hamburg Township
Subdivision name (include phase/lot number): Borton
Directions to site (include road numbers, landmarks, etc.): Hwy 107 North to Norton Road (at Blue
Ridge School). Go past Trillium and take right fork which is North Norton Road. Turn left onto SR
1144. Lot #2 on left of Borton Subdivision.
5. Site coordinates, if available (UTM or Lat/Long): 035 08'52.3" N 083 07,24.1" W
(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.)
Describe the existing land use or condition of the site at the time of this application: Residence and
Landscaping
6. Property size (acres): approximately 0.6 acres
7. Nearest body of water (stream/river/sound/ocean/lake): Lake Glenville
8. River Basin: Little Tennessee River Basin
Describe the purpose of the proposed work: This Proiect Involves the Construction of a 300'
Boulder Wall for the Purpose of Bank Stabilization. An existing set of Boulder Steps will be
improved to Access the Dock. An existing Floating Dock will remain to be used by the Resident
to Gain Access to the Lake.
List the type of equipment to be used to construct the project: Typical Equipment Used for the
Construction and Installation of Rock Retaining Walls, Steps, and Docks; A Bobcat and A
Backhoe for Boulder Transport and Placement will be Used. Heave Equipment will be Brought
on Site by Barge. The Equipment will be Working from the Lake Bank and will not be in the
Lake at any Time. The Boulder Bank will be Constructed of Native Stone.
Page 2 of 7
Describe the land use in the vicinity of this project: Residential, Some Forested
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 additional permit requests anticipated for this project in the future? If so, describe the anticipated
work, and provide justification for the exclusion of this work from the current application: No
Additional Work is Anticipated on This Tract at This Time.
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. Wetland Impacts
Wetland Impact
Site Number
(indicate on
map)
Type of
Impact Area of

acres)
(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, 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.aov.
***List a wetland type that best describes wetland to be impacted (e.g., freshwater/saltwater marsh, forested
wetland, beaver pond, Carolina Bay, bog, etc.)
Page 3 of 7
List the total acreage (estimated) of existing wetlands on the property: n/a besides Lake Glenville
Total area of wetland impact proposed: n/a
2. Stream Impacts, including all intermittent and perennial streams
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 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.).
Cumulative impacts (linear distance in feet) to all streams on site:
3. Open Water Impacts, including Lakes, Ponds, Estuaries, Sounds, Atlantic Ocean and any other Water
of the U.S.
Open Water
Impact
Site Number

(indicate on map)
*

Type of Impact* Area of

Impact
(acres)
Name of Waterbody

(if applicable) Type of Waterbody

sound, (lake, bay, pond, ocean, estuary, etc.)
BankStabilization Boulder Bank 300 LF Lake Glenville Lake

List each impact separately and identify temporary impacts. Impacts include, but are not limited to: fill,
excavation, dredging, flooding, drainage, bulkheads, etc.
4. Pond Creation
Page 4 of 7
If construction of a pond is proposed, associated wetland and stream impacts should be included
above in the wetland and stream impact sections. Also, the proposed pond should be described here
and illustrated on any maps included with this application.
Pond to be created in (check all that apply): ? uplands ? stream ? wetlands
Describe the method of construction (e.g., dam/embankment, excavation, installation of draw-down
valve or spillway, etc.): n/a
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.
See Permit Cover Letter for Justification
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 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.
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.
n/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
Page 5 of 7
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 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):
IX. Environmental Documentation (DWQ Only)
Does the project involve an expenditure of public funds or the use of public (federal/state/local) 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 2B .0233 (Meuse), 15A
NCAC 2B .0259 (Tar-Pamlico), 15A NCAC 2B .0250 (Randleman Rules and Water Supply Buffer
Requirements), or other (please identify )?
Yes ? No ® If you answered "yes", provide the following information:
Identify the square feet and acreage of impact to each zone of the riparian buffers. If buffer mitigation is
required calculate the required amount of mitigation by applying the buffer multipliers.
Zone* Impact
(square feet) Multiplier Required
Miti ation
1 3
2 1.5
Total
Zone 1 extends out 30 feet perpendicular from near bank of channel; Zone 2 extends an
additional 20 feet from the edge of Zone 1.
Page 6 of 7
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: n/a
XII. 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: Existing Sewer System
XIII. Violations (DWQ Only)
Is this site in violation of DWQ Wetland Rules (15A NCAC 2H .0500) or any Buffer Rules?
Yes ? No
Is this an after-the-fact permit application?
Yes ?No
XIV. Other Circumstances (Optional):
It is the applicant's responsibility to submit the application sufficiently in advance of desired construction
dates to allow processing time for these permits. However, an applicant may choose to list constraints
associated with construction or sequencing that may impose limits on work schedules (e.g., draw-down
schedules for lakes, dates associated with Endangered and Threatened Species, accessibility problems, or
other issues outside of the applicant's control):
i ,.tea 1 Gelar?ows ?0 aoo a
Appli nt/Age 's Signature Date
(Agent's signature is valid only if an authorization letter from the applicant is provided.)
Page 7 of 7
Delineation Performed by: Wetland and Natural Resource Consultants, Inc.
Post Office Box 553
Hazelwood, NC 28738
Phone/Fax: [phone] Mobile: [phone]
WETLAND DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Tim Bright Residence Date: 02/02
Applicant/Owner: Tim Bright County: Jackson County
Investigator: Jennifer Robertson State: North Carolina
Do normal circumstances exist on the site?
Is the site significantly disturbed?
(Atypical situation)
Is the area a potential problem area?
(If needed, explain on reverse.)
Yes Community ID: Open Water
No
No
Transit ID: Open Water
Plot ID: Open Water
VEGETATION
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): N/A
Remarks:
HYDROLOGY
_X_ Recorded Data (describe in remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
No Recorded Data Available
Field Observations:
Depth of Surface Water: _0 - > 244_ (in.)
Depth to Free Water in Pit: 0 (in.)
Depth to Saturated Soil: 0 (in.)
Wetland Hydrology Indicators:
Primary Indicators:
X Inundated
-)C- Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators: (2 or more required)
Oxidized Root Channels in
Upper 12 Inches
Water-Stained Leaves
Local Soil Survey Data
FAC Neutral Test
Other (explain in remarks)
Remarks: Surface Water and Bottom of Lake Glenville.
WLdata.frmSMG-1006
SOILS
Map Unit Name
(Series and Phase): Nikwasi fine sandy loam
Taxonomy (Subgroup): Cumulic Humaquepts
Profile Description:
Project # SMG-1006
Drainage Class: poorly drained
Field Observations:
Confirm Mapped Type? Jackson County
Soil Survey and Field Confirmed
Depth Matrix Color Mottle Colors Mottle Texture, Concretions,
(ins.) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast Structure etc.
0-8 Ap 10YR 3/2 fine sandy loam
8-26 A 10YR 3/1 fine sandy loam
26-60 Cg 10YR 4/2 gravelly coarse sand
Hydric Soil Indicators:
Histosol Concretions
Histic Epipedon High Organic Content in Surface Layer in Sandy Soil
_X_ Sulfidic Odor Organic Streaking in Sandy Soils
_X_ Aquic Moisture Regime _X_ Listed on Local Hydric Soils List **
_X_ Reducing Conditions Listed on National Hydric Soils List
_X_ Gleyed or Low-Chroma Colors Other (explain in remarks)
Remarks: Bottom of Lake Glenville.
Wetland Determination
(yes or no)
Hydrophytic Vegetation Present? N/A
Wetland Hydrology Present? YES
Hydric Soils Present? YES
Is This Sampling Point Within a Wetland? YES
Remarks:
Wl-data.frmSMG-1006
Delineation Performed by: Wetland and Natural Resource Consultants, Inc.
Post Office Box 553
Hazelwood, NC 28738
Phone/Fax: [phone] Mobile: [phone]
WETLAND DATA FORM
ROUTINE WETLAND DETERMINATION
(1987 COE Wetlands Delineation Manual)
Project/Site: Tim Bright Residence Date: 02/02
Applicant/Owner: Tim Bright County: Jackson County
Investigator: Jennifer Robertson State: North Carolina
Do normal circumstances exist on the site?
Is the site significantly disturbed?
(Atypical situation)
Is the area a potential problem area?
(If needed, explain on reverse.)
VEGETATION
1. Pinus strobus tree FACU
2. Robinia pseudoacacia tree UPL
3. Malus pumila tree NI
4. Prunus serotina tree FACU
5. Rubus spp. herb FAC
6. Liriodendron tulipifera tree FAC
7. Solidago nemoralis herb NI
8. Galium triflorium grass FACU
Yes Community ID: Upland
No Transit ID: Upland
No Plot ID: Upland
9.
10.
11.
12.
13.
14.
15.
16.
Percent of dominant species that are OBL, FACW or FAC (excluding FAC-): 20 %
Remarks:
HYDROLOGY
Recorded Data (describe in remarks)
Stream, Lake or Tide Gauge
Aerial Photographs
Other
X No Recorded Data Available
Field Observations:
Depth of Surface Water: (in.)
Depth to Free Water in Pit: (in.)
Depth to Saturated Soil: (in.)
Remarks: Bright Residence contains no wetlands.
Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
Water Marks
Drift Lines
Sediment Deposits
Drainage Patterns in Wetlands
Secondary Indicators: (2 or more required)
Oxidized Root Channels in
Upper 12 Inches
Water-Stained Leaves
Local Soil Survey Data
FAC Neutral Test
Other (explain in remarks)
Residence is bordered by Lake Glenville.
WLdata.frmSMG-1006

SOILS
Map Unit Name
(Series and Phase): Edneyville-Chestnut Complex
Taxonomy (Subgroup): Typic Dystrochrepts
Profile Description
Project # SMG-1006
Drainage Class: Well Drained
Field Observations:
Confirm Mapped Type? Jackson County
Soil Survey and Field Confirmed
Depth Matrix Color Mottle Colors Mottle
(ins.) Horizon (Munsell Moist) (Munsell Moist) Abundance/Contrast
+2-0 Oi
0-5 A 7.5YR 3/4
5-17 Bw1 7.5YR 4/6
17-28 Bw2 7.5YR 5/6
Texture. Concretions,
Structure etc.
decomposed Ivs, twigs
fine sandy loam
fine sandy loam
fine sandy loam
Hydric Soil Indicators:
Histosol
Histic Epipedon
Sulfidic Odor
Aquic Moisture Regime
Reducing Conditions
Gleyed or Low-Chroma Colors
Concretions
High Organic Content in Surface Layer in Sandy Soil
Organic Streaking in Sandy Soils
Listed on Local Hydric Soils List **
Listed on National Hydric Soils List
Other (explain in remarks)
Remarks: Edneyville is an upland soil.
Wetland Determination
(yes or no)
Hydrophytic Vegetation Present? NO
Wetland Hydrology Present? NO
Hydric Soils Present? NO
Is This Sampling Point Within a Wetland? NO
Remarks:
WLdata.frmSMG-1006

pe-?A

Erosion at Rock Steps.

t
Ow
�-
�- i
ther Evidence of Existing Erosion. Rip -rap is Temporary.

Photograph 6. Further Evidence of Existing Erosion and Undercut Banks. Rip-rap is Temporary.

r ?f
r
AREA DRAIN L, Genera I Notes
Z 0 20' 40' 80' 120' BOULDER WALL e U r~
8" SWCP I. DO NOT SCALE FROM DRAWING.
0 01j o o
N 1.. O I
O Owi FACE OF WALL RECEIVE LANDSCAPE ARCHITECT'S APPROVAL PRIOR TO PROGEEDING. i--- PLACE NATIVE STONE (4" MIN.) AROUND 3 CONTACT LANDSCAPE ARCHITECT IMMEDIATELY IF LA"OLr
. SCALE : 1"=20'-O"
1 TAT
1 lv -1 CONFLICTS OR AMBIC6UITIE5 ARISE. _ PIPE OPENING AND o 6LE iLLE
CREATE A 2' WIDE x 4 GRADING C.ONTRAGTOR SHALL MEET WITH LANDSCAPE ARCHITECT AK o 1120
-I 11=~-III 4' LONG APRON ON-SITE TO REVIEW CLEARING, DEMOLITION AND GRADING PRIOR TO SITE
1 S EXISTING GRADE ADE FINISHED GRADE STARTING WORK.
1
x 15.6 W E i GUT PIPE FLUSH WITH 2. LAYOUT SITE ELEMENTS IN THE FIELD PRIOR TO GONSTRUGTION AND 5" ANY EXCESS rATERIAL REMAINING FROM PROJECT EXCAVATION 's
END OF BOULDER WALL Ov. SHALL BE LEGALLY DISPOSED OF OFF-SITE BY THE CONTRACTOR. >
JTLET TO GRADE 6. EXCAVATION LIKELY TO DISLOCATE, DAMAGE, OR IMPAIR THE 114q nay
BOULDER WALL r.5'1 5 I OUTLET TC 5TREN67. H OF OTHER STRUCTURES ALREADY IN PLACE, SHALL BE DONE 1142
LI S LI SCALE: NT ;ALE: NT9 ONLY AFTER ADEQUATE PROTEGTION HAS BEEN PROVIDED FOR THE NORTON
IN-PLACE STRUCTURES. THE CONTTRACTOR SHALL BE RESPONSIBLE
FCiR REPAIRS TO ANY 5TRUCTURE5 DAMAGED BY H15 ACTIVITIES. Vicinity map
FINISHED GRADE
% s i X 15„ 1. MAT(H ExISTINO GRADES SMOOTHLY WHERE PP-OP05ED FEATURE5 Not to Swole
e 15" CAST IRON FRAME 4 MEET E,-15TIN& FEATURES.
_ X 13.9 ~I TW.-05 W PEDESTRIAN H-10 RATED
X GRATE TOP/RIM 18 GRATE b. THE CONTRACTOR SHALL Et , POSITIVE DRAINAGE AK*Y 0*Z" -4, r SLIRVFY fiY: TYP. - f W. Edward Hall. L.J.
t5.2 " Highway 107 South - P.O. Box 2004 ~yj PVC emy IS fl~ANE q. FINAL DOt4NSPOUT LOCATI0.615 SHALL BE PER ARCHITECTURAL Cashiers. NC 20717
AND GRATE BY DRAhUNGS. ALL DO1,445POUT ( TO BE 4" CORRUGATED PLASTIC TEL (M) 743 - 9836
BARRIER FENCE TYP. 6 } ~[j~'`~({? 1 NYLOPLAST AMEftlGA INC. y,. : < OR APPROVW iii, AL.
d x 071 J?/ / 1 11ilft UNLE55 OTHERHI5E NOT90P.
1 iW-08
--8" PVC PIPE 10. THE CONTRACTOR SHALL BIff'RESPOWA51-E FOR LOCATING AND ' PROTECTING EXISTING UTILITIES AND STRUCTURES UNTIL ALL
9Wr 2 ~ 1 l~,i\ XX, 95% COMPACTED SUB-GRADE CONSTRUCTION IS COMPLETE. THE CONTRACTOR SHALL REPAIR OR PAY Owner:
X00. X14.3 FOR ALL DAMAGES MADE TO EXISTING FA61LITIE5 AND STRUCTURES.
% N EXFSTW _s
5WALE LINE TYP. O~ GRAVEL DRIVE v i AREA DRAIN TO OUTLET AT II. THE CONTRACTOR SHALL EXTEND ALL REQUIRED UTILITIES (WATER, Tim Bright BASE OF BOULDER WALL L SEWER, GA5, ELECTRI(-, TELEPHONE, GABLE TV" ETC.) IN COORDINATION
99. O - i i a SEE DETAILS THIS SWEET WITH UTILITY COMPANIES AND ARCHITECT.
6( Qita
i x16.o }'s 5$ AREA Df AREA DRAIN 12. CALL LANDSCAPE ARCHITECT <<ARGHITEGT» IMMEDIATELY IF ANY
X, LIt I I 2 AREA DRAIN a 56 Ir 0. 1 SCALE: N iGALE: NTS PROPOSED OR EXISTING CONDITIONS CONFLICT WITH UTILITIES. Lot 2 Borton Subdivision
W 13. EROSION CONTROL MEASURES ARE GENERAL IN NATURE. Hamburg Township
LI EXISTING HOUSE X TW-0b ~X 16.8 CONTRACTOR 15 RESPONSIBLE FOR ADDITIONAL MEASURES AS Jackson County, NC 28717 REQUIRED TO PREVENT ON- OR OFF-SITE RUNOFF AND EROSION.
x .7 7
l , 1 I ~ Os lI 1 PITCH TO DRAIN (TYP.) 14. ALL INLETS TO HAVE TEMPORARY INLET PROTECTION INSTALLED J
IMMEDIATELY AFTER INLET HASH BEEN CONSTRUCTED..
X 14.9 X 05. 1 FLA1 FLAT BOULDERS PLACED TO CREATE 4.0
SMOOTH, EVEN STEPS WITH TREAD AND 15. CONTRACTOR IS RESPONSIBLE FOR WEEKLY INSPECTION OF ALL AW
ew.-5e y 1.4 I7 RISE RISER DIMENSIONS SI-IOUN. LENGTH OF EROSION AND 5E0Ir1ENT CONTROL PRACTICES. NEEDED REPAIRS ARE
x 17, / BOUI 4 SILT FENCE, TYP- Tro- 6 IER FENCE TYP. BOULDERS TO BE FULL WIDTW OF STAIRS TO BE COMPLETED IMMEDIATELY. MAINTAIN SEDIMENT FENCE BY l3'-6" TO 4'-(P" WIDE) CLEARING OUT WHEN HALF FUL_.
END OF BOULDER LI x 15.3 LI WALL
x 17.1 I'-0" 16. I~OWN5POUTS, DRIPSTRIPS AND ROCK OUTCROPS ARE NOT SHOWN
TYP. ON SITE PLAN. CONTRACTOR SHALL COORDINATE LOCATION OF THESE _
xI / ITEr15 WITH LANDSCAPE ARGHITEGT.. Scott R. Melrose
X 87.8 99.¢ & Associates, P.A.
I7. REMC>VE ALL TEMMPORARY EROSION CONTROLS AFTER D15TURaEED AREAS HAVE BEEN STABILIZED ANI''MPLETED.
BOUL.yb , x 92.7 em-er 5T ING Landscape Architecture
it AREA
K OSA }p: ODb / X BW-96S G PI tBb =roRM GtRt~l TYP. rr LINES SHALL HAVE A rIIN. OF 24" Land Planning
ew-ar 1 WAL $X15TING STEPS 3~0~ ~3 0 BE WTPROVED T x92.7 X090
. I I=I I=1 1 ' Environmental Design -III III Iq. THE CONT TOR SHALL PRO1/1M FIN1511E0 GRADES A5 SHO M ON
5: 5r. E DTAIL 3-LI THE PLAN A I12" TOLERANG$.
DECK ELEV s 2.1 COMPACT
- 3 White Oak Road _ SUBGRADE TO 20. ALL TREES, UNDERS70RY AND OTHER VEGETATION TO REMAIN Arden, North Carolina 28704
EXISTING FLAGSTONE 1.7 RAIN s.•m 3.1 CONTRACTOR TO A DEPTH OF I?", SHALL BE PROTECTED FROM INJURY DURING ANY LAND CLEARING AND Phone [phone] -III- CONSTRUCTION PROCESS. Fax[phone]
TERRACE W1 STONE 9. ENSURE BOULDER WALL TO REMAIN \ rm WALL DOES NOT -90 III-III- COMPACTION. 95 21. THE CONTRACTOR SHALL NOT PARK VEHICLES, STORE MATERIALS
ew-5 rm-fi EXCEED PROPERTY
' LINE OR TRENCH WITHIN THE DRIPLINE OF TREES TO REMAIN, OR WITHIN
m•~ p1TLE ff0 GRADE, TYP. I 1 I I=I BARRIERS PROTECTING ANY VEGETATION TO REMAIN. NOTE: BOULDERS ARE TO BE
LI APPROVED BY LANDSCAPE 22. THE CONTRACTOR SHALL NOT CAUSE OR ALLOW THE GLEANING OF
c ARCH. PRIOR TO INSTALLATION EQUIPMENT, STORAGE OR DISPOSAL OF MATERIALS SUCH AS PAINTS,
W -9-i SOLVENTS, ASPHALT, CONCRETE, OR ANY MATERIAL THAT CAN DAMAGE
THE HEALTH OF VEGETATION WITHIN THE DRIPLINE OF PROTECTED
3 BOULDE BOULDER STEPS VEGETATION. BRIGHT
LAKE GLENVILLE XWA ~3090 LI SCALE: Nl SCALE: NTS 23. A TEMPORARY BARRIER SHALL BE INSTALLED PER PLAN OR AS RESIDENCE DIRECTED BY THE LANDSCAPE ARCHITECT THE BARRIERS SHALL
STEPS 3 LAKE GLENVILLE REMAIN THROUGHOUT THE ENTIRE CONSTRUCTION PROGES7. SEE DETAIL
Ex15TiWCs LI
DOCK TO REMAIN SWALE BEHIND BOULDER WALL TO DIRECT DRAINAGE RA INAGE
AWAY FROM WALL, TYP., INSURE POSITIVE DRAINAGE TNRC aINAGE THROUGHOUT. 24. ALL C>IMEN5ION5 ARE TO FACE OF WALL, CURB JR EDGE OF
PLACE 51 WASHED STONE BEHIND WALL AND WRAP WITH o WRAP WITH NCDENR STD. PAVEMENT UNLESS OTHERWISE NOTED.
EROSION CONTROL FABRIC TO CREATE "CELLS" BETWEEN OF GEO-WE5 FABRIC. EROSION CONTROL FABRIC SHALL _5" BETWEEN EACH LAYER IRIC SHALL HAVE A MIN. 4" 25. HEA'?) EQUIPMENT TO BE BROUGHT ON SITE FY BARk3E
OVERLAP AT CELL CLOSURE POINT TYP.
DEPTH OF 51 STONE EXTEND BOULDER TOP OF WALL HEIGHT 2" MIN.
OVERLAP FABRIC OVER BEHIND BOULDER WALL TO N.
TOP OF POST FASTEN TO BE DETERMINED BY ABOVE BACK OF WALL FIN. GRADE
OTHER SIDE STRUCTURAL ENGINEER TOP OF WALL, SEE GRADING PLAN
1* orfew-000 dY
FILTER FABRIC, TO MEET N.C. BOULDER MINIMUM 0!E'TSrton"I EROSION CONTROL 5TND5. _ STRUCTURAL EN61N' MAX. - BOULDER WALL
WOOD OR STEEL POST AT SEE GRADING PLAN FOR I I 6" FINISHED GRADE r PERMITTING PLAN
MAX. CA71PACT110 PLL - =111-I 1 Id"
HEIGHT GEO-WEB FABRIC, PER u~T -III •
FINISHED STRUCTURAL ENGINEER, II IIII I 2-x4" RAIL, SECURE AS NEEDED
S _ d GRADE - INSTALL ON EVERY OTHER I
III-I I (-III COURSE OF BOULDERS MM_ - I -I I1-
- BOTTOM OF WALL, SEE GRACING M CsRADMG PLAN Z _~41 4"X4" POST, SET TRUE ANID PLUMB
- FINISHED GRADE INSURE
-III= -III-III _ FINIS GEO•WES FABRIC, PER =I I I- _ POSITIVE DRAINAGE AWAY
I' •6" -III III- STRUCTURAL ENGREER ~I11 II 11 - IIII I I I I I I II II II II I Ilil l ll l I I_1 'I I FROR' FROM WALL, TYP.
I- BURY FABRIC MN. U" MN. ISSUE DATE : FEBRUARY 19, 2002 7ULDER WALL, STONE TYPE
-I I ( BELOW GRADE. I =I I (=III _ SECURELY STACKED BOULDER WAL 0110IKsRAY VARIATIONS AND _ _ r= FINISHED GRADE REVISIONS: 1-1 _T 11-1 1 p AREA. "PLANT" FIRST I i I-I I-I I I I_ -1 I W=-
-I I I-II1 _ _ -III-III= AND COLOR TO DE BROWNJGRAY 1
_ = _I II I-II I~ MATCH STONE NATIVE TO AREA. "PL
I=III-1I1=1I I-III-III=III FEW-- SIZE BOULDER 2/3 BOULDERS 70 BE NCDOT 'ABC' ROADBOND FOOTING, -I I I-III-III-III=III=III-I 11-
COMPACTED TO W% MODIFIED -III-i II=I I1-I I I=I I I-DETERMWID BY STRUCTURAL ENGIr TURAL IEKsWT IN EXISTING SOIL TYP. I >ERS TO BE TO BE ENGINEER -I LI1=llI-' -Jll=l I I
PROCTOR SIZE OF FOOTING TO BE COMPACTED SUBGRADE 9996 MIN. Ml i 99X MIN. MODIFIED PROCTOR 'I' 11-I I II I i 1-1 I i-- '
vc t=m nncv o airw.uivW c.a .cc~ TVA 17" p@F'IM ITM
DESIGNED BY: MF SHEET NUMBER
4 TEMPORARY SILT FENCE 5 BOULDER WALL WEIGHT GREATER THAN 5 FEET) b BARRIER FENCE DRAWN BY: MA L i I APPROVEDBY: GC
LI SCALE: N.T.S. LI SCALE:NTS L~ SCALE: NT5
Copyright 0 2002, Scott R. Melrose 8 Associates, P.A.