HomeMy WebLinkAbout20071473 Ver 1_Individual_20070830D A I S Engineering
Architecture
FL ~ D Environmental & Laboratory Services
07-1473
.~~~ -~
DC1VIs & Floyd, Inc. • P.O. Drawer 428 Greenwood, SC 29648 •816 East Durst Avenue Greenwood, SC 29649 r (864) 229-4413 (office) (864) 229-7119 (fax)
August 29, 2007 p ~ I D
Serial No. WGH-042-07
File No. 010561.11
Ms. Lori Beckwith
US Army Corps of Engineers
151 Patton Avenue, Room 208
Asheville, NC 28801-5006
Reference: Corps Permit Applications for
Duke Energy Corporation Sites
Franklin Canoe Portage
Lake Emory Access Area
Mission Canoe Portage
Dear Ms. Beckwith:
On behalf of Duke Energy Corporation, please find enclosed a signed copy of three USACOE permit
applications for Duke Energy sites in western North Carolina. These improvements by Duke Energy at
these sites are part of their commitments to enhance recreational opportunities on the FERC permitted
sites. The first application site (Franklin Canoe Portage) is located at the Franklin Dam on Lake Emory
(Little Tennessee River) outside Franklin, NC. As I previously discussed you, this PCN form application
is for the Regional General Permit 198200030 to install a floating dock for canoe portage. The second
application is an individual application (Form 4345) for a boat ramp located on Lake Emory in Franklin,
NC (Lake Emory Access Area). The third application is an individual application (Form 4345) for a boat
ramp located on the Hiwassee River at the Mission. Dam (Mission Canoe Portage).
Each application package has the appropriate drawings and information sheets. Seven (7) copies of each
application has been forwarded to the NCDWQ in Raleigh, NC with appropriate fees and one (1) copy of
each application has been forwarded to the NC Water Resources Commission in Waynesville, NC.
Please let us know if you have any questions or if additional information is needed.
Very truly yours,
DAM~~S~& FLOYD, INC.
Wilson G. Hunter, REM 7653
K
au~ ~ ~ zoor
WGH/ptl
Enclosures: As stated in the letter
Cc: Mr. Joe Carriker -Duke Energy
Ms. Cyndi Karoly -NCDWQ
NCWRC
D~t~R - bNAl"~R Q?.3A1.11-Y
V!'FTt,~~!L~= ~„~D S7f'.Ra,~~,~~Y~p ~RAPdCH
07-1473
APPLICATION FOR DEPARTMENT OF THE ARMY PERMIT OMB APPROVAL N0.0710-0003
(33 CFR 325) Expires December 31, 2004
The Public burden for this collection of information is estimated to average 10 hours per response, although the majority of applications should require
5 hours or less. This includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and
completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of
information, including suggestions for reducing this burden, to Department of Defense, Washington Headquarters Service Directorate of Information
Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington, VA 22202-4302; and to the Office of Management grid Budget,
Paperwork Reduction Project (0710-0003), Washington, DC 20503. Respondents should be aware that notwithstanding any other provision of law, no
person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control
number. Please DO NOT RETURN your form to either of those addresses. Completed applications must be submitted to the District Engineer having
jurisdiction over the location of the proposed activity.
PRIVACY ACT STATEMENT
Authorities: Rivers and Harbors Act, Section 10, 33 USC 403; Clean Water Act, Section 404, 33 USC 1344; Marine Protection, Research and
Sanctuaries Act, 33 USC 1413, Section 103. Principal Purpose: Information provided on this form will be used in evaluating the application for a
permit. Routine Uses: This information may be shared with the Department of Justice and other federal, state, and local government agencies.
Submission of requested information is voluntary, however, if information is not provided the permit application cannot be evaluated nor can a permit
be issued.
One set of original drawings or good reproducible copies which show the location and character of the proposed activity must be attached to this
application (see sample drawings and instructions) and be submitted to the District Engineer having jurisdiction over the location of the proposed
activity. An application that is not completed in full will be returned.
(17'EMS I THRU 4 TO BE FILLED BY THE CORPS)
1. APPLICATION NO. 2. FIELD OFFICE CODE 3. DATE RECEIVED 4. DATE APPLICATION COMPLETED
(ITEMS BELOW TO BE FILLED BYAPPLICANT)
5. APPLICANT'S NAME 8. AUTHORIZED AGENT'S NAME AND TITLE (an agent is not required)
Duke Energy Corporation C/O Joseph W. Carriker R. L. (Rudy) Powell
6. APPLICANT'S ADDRESS 9. AGENT'S ADDRESS
Duke Energy Lake Services_EC12Q Davis 8 Floyd, Inc.
P.O. Box 1006 P.O. Drawer 428 `+.....
Charlotte, NC 28201 Greenwood, SC 29648
7. APPLICANT'S PHONE NOS. W/AREA CODE 10. AGENT'S PHONE NOS. W/AREA CODE
a. Residence 704-573-3334 Fax No. 704-382-8614 a. Residence g64-223-8816 Fax No. 864-229-7119
b. Business 704-989-4924 email:jwcarrik@duke-energy.com b. Business 864-229-4413 emai:rpowell@davisfloyd.com
11. STATEMENT OF AUTHORIZATION
I hereby authorize R. L. (Rudy) Powell to actin my behalf as my agent in the processing of this application and to
furnish, upon request, supplemental information in support of this permit application.
p
6' Z~-ZOO
APPLICANT'S SIGNATURE DATE
NAME, LOCATION AND DESCRIPTION OF PROJECT OR ACTIVITY
12. PROJECT NAME OR TITLE (see instructions)
Mission Canoe Portage Project
13. NAME OF WATERBODY, IF KNOWN (if applicable) 14. PROJECT STREET ADDRESS (ifapplicable)
Hlwassee River Tax Map No. 552100834816; located on Mission Dam Road
, ~
'
~
15. LOCATION OF PROJECT ~ ~" ' ` ' ~ p
S~' ~
'(' '
Clay North Carolina
COUNTY STATE /~ ~ (; ~ v Z0L1(
16.OTHER LOCATION DESCRIPTIONS, IF KNOWN (see instroctions)
/'~ /~
i !i. ' r J!Y
-i4f\ ~ ~~i,~T~-~IY i~LiT~
17. DIRECTIONS TO THE SITE ~ ~ ~~
From Hayesville, NC, go west on US 64 approximately 7.5 miles. Turn left on Mission Road. Go approximately 1.3 miles and turn right on Mission Dam Road. Proceed about 0.4
miles and the entrance to the Mission Dam Project is on the right.
Latitude: 35.066572 N; Longitude: -83.926612 W
.~!
~C~
ENG FORM 4345, Jul 97 EDITION OF FEB 94 IS OBSELETE (Proponent: CECW-OR)
18. Nature of Activity (Description of project, i»clude all features)
The project is to install 1 boat ramp 8 grevel parking lot. A 1B wide concrete boat ramp will be installed over Bass B tiptop. The utility wants a water depth of about 1.5' at the end of the boat ramp. Using the
ma>amum recommended g2de (15%) forthe ramp will require the ramp to be about 80' In length into the water to achieve desired depth. The convete canoe takeout structure will be constructed on land & will nd
impact the river. Construcfion sequendng will include 1- dearing & installafion of perimeter sediment & erosion contrd. 2-rough grading using motor-grader or dozer. 3 mnsWClion of boat ramp embankment using
trad<-hoe type equipment to place & compact riprap to desired shape. 4construd boat ramp 8 canoe takeout structure on land. 6placement & compaclon of graded aggregate base wurse surtace usng appropriate
grading 8 compacting equipment. 6installafion of boat ramp and parking baniers. 7-final grading & landscaping stabilization &. 8-removal of sediment contrds.
19. Project Purpose (Describe the reason or purpose of the project, see instructions)
Duke Energy has committed to enhance recreational opportundies to the public on the Federal Energy Regulatory Commission (FERC) Project #2619 on Hiawassee River. This new boat ramp will
be used by the public to provide access for drift boats, canoes, jon boats, and kayaks into the Hiawassee River.
USE BLOCKS 20-22 IF DREDGED AND/OR FILL MATERIAL IS TO BE DISCHARGED
20. Reason(s) for Discharge
To construct the boat ramp to meet appropriate standards for safety of the public, the boat ramp will need to be about 80' long into the Hiawassee River. Because of the profile of the river bottom
and water depth, embankment material will need to be discharged to support the boat ramp.
21. Type(s) of Material Being Discharged and the Amount of Each Type in Cubic Yards
Class B Riprap: 250 cubic yards
Concrete: 31 cubic yards for the boat ramp
22. Surface Area in Acres of Wetlands or O[er Waters Filled (see instructions)
0.03 acres
23. Is Any Portion of the Work Already Complete? Yes ,_ _. No IF YES, DESCRIBE THE COMPLETED WORK
24. Addresses of Adjoining Property Owners, Lessees, Etc., Whose Property Adjoins the Waterbody (if more than can be entered here,
please attach a supplemental list).
See attached
25. List of Other Certifications or Approvals/Denials Received from other Federal, State, or Local Agencies for Work Described in This Application
AGENCY TYPE APPROVAL* IDENTIFICATION NUMBER DATE APPLIED DATE APPROVED DATE DENIED
none
*Would include but is not restricted to zoning, building and flood plain permits
26. Application is hereby made for a permit or permits to authorize the work described in this a lication. I certify that the information in this
application is complete and accurate. I further certify that I possess the authori e work d c ed herein or am acting as the
d ly autho ized a e f the ap licant.
-Zoo ~•2 rod
SIGNATURE OF APPLICANT DATE S NATURE OF AGENT DATE
The application must be signed by the person who desires to undertake the proposed activity (applicant) or it may be signed by a duly
authorized agent if the statement in block 11 has been filled out and signed.
18 U.S.C. Section 1001 provides that: Whoever, in any manner within the jurisdiction of any department or agency of the United States
knowingly and willfully falsifies, conceals, or covers up any trick, scheme, or disguises a material fact or makes any false, fictitious or
fraudulent statements or representations or makes or uses any false writing or document knowing same to contain any false, fictitious or
fraudulent statements or entry, shall be fined not more than $10,000 or imprisoned not more than five years or both.
USCOE Individual Permit Application -Mission Canoe Portage Project
Line#
5. Duke Energy Corporation - C/O Joseph W. Carriker
6. Mailing Address: Duke Energy Lake Services - EC 12Q
P.O. Box 1006, Charlotte, NC 28201
7. Telephone: Residence: 704-573-3334
Business: 704-989-4924
Fax No.: 704-382-8614
Email : jwcarrik~d .ike-energy.com
8. Name: Rudy L. Powell, P.E.
9. Address: Davis & Floyd, Inc., P.O. Drawer 428, Greenwood, SC 29648
10. Telephone: Residence: 864-223-8816
Business: 864-229-4413
Fax No. 864-229-7119
Email: rpowell ,davisfloyd.com
11. Joseph W. Carriker
12. Mission Canoe Portage Project
13. Hiwassee River
14. Tax Map No. 552100834816: located off Mission Dam Road
15. Clay County, North Carolina
16. Latitude: 35.066572 N Longitude: -83.926612 W
17. From Hayesville, NC go west on US 64 W approximately 7.5 miles. Turn left on
Mission Road. Go approximately 1.3 miles and turn right on Mission Dam Road.
Proceed about 0.4 miles and the entrance to the Mission Dam Project site is on the right.
Latitude: 35.066572 N Longitude: -83.926612 W
18. The project is to install (1) boat ramp and gravel parking lot. A 16-foot wide concrete
boat ramp will be installed over class B riprap. The utility wants a water depth of about
1.5-feet at the end of the boat ramp. Using the maximum recommended grade (15%) for
the ramp will require the ramp to be about 80 feet in length into the water to achieve the
desired depth. The concrete canoe takeout structure will be constructed on land and will
not impact the river. Construction sequencing will include 1) clearing for and installation
of perimeter sediment & erosion controls, 2) rough grading using motor-grader or dozer,
3) construction of boat ramp embankment using grade-all or track-hoe type equipment to
Page 1 of 3
place and compact riprap to desired shape, 4) construct boat ramp and canoe takeout
structure on land, 5) placement and compaction of graded aggregate base course surface
using appropriate grading and compacting equipment, 6) installation of boat ramp and
parking barriers, 7) final grading and landscaping stabilizations, and 8) removal of
sediment controls.
19. Duke Energy has committed to enhance recreational opportunities to the public on the
Federal Energy Regulatory Commission (FERC) Project #2619 on the Hiawassee River.
This new boat ramp will be used by the public to provide access for drift boats, canoes,
jon boats and kayaks into the Hiwassee River.
20. To construct the boat ramp to meet appropriate standards for safety of the public, the boat
ramp will need to be about 80-feet long into the Hiwassee River. Because of the profile
of the river bottom and water depth, embankment material will need to be discharged to
support the boat ramp.
21. Class B Riprap: 250 cubic yards
Concrete: 31 cubic yards for the boat ramp
22. 0.03-acres
23. No
24. Adjacent Property Owners:
Tract Number Name Address
552100660330 Paul & Judy Cent 1763 Mission Dam Rd., Murphy, NC
28906
552100571143 Dr. Eugenio Lamboy P.O. Box 1369, Andrews, NC 28901
552101473204 Ola E. Sudderth 815 Mission Rd., Mu hy, NC 28906
552100469773
552100560792 Dorel Veres 3750 Galt Ocean Dr., Ft. Lauderdale, FL
33908
552100468740 William M. Michaelson 1 Balfour Court, Palm Beach Gardens, FL
33418
552100467626 Glenn M. Sneed 911 Osceola Dr., Fort Pierce, FL 34982
552100562667 Derek John Bennett 855 Laguna Dr., Fernandina Beach, FL
32034
552100485599
552100463204 William & Susan Sain 879 Hiawassee River Rd., Murphy, NC
28906
552100465512 Griffith T. Williams 8801 SW 27 P1., Davie, FL 33328
552100564408 Jerry Montrose 210 Arbor Hills Trail, Talking Rock, GA
30175
552100559568 Larry & Patsy Raby 935 Higdon Rd., Franklin, NC 28734
552100464434
552100463345 Daniel & Vickey Bailey P.O. Box 1205, Fayetteville, NC 30214
552100462172 George & Candice Bentley 1350 Mountain Park Dr. NW,
Kennesaw, GA 30152
Page 2 of 3
552100454800 Arthur Phillips 137 Westchester Dr., Macon, GA 31210
552100658570
552100740995 Charles Shissler P.O. Box 26, Hayesville, NC 28904
552100453633 Wayne & Nelda Shumake 3780 Ashwood Dr., Smyrna, GA 30080
552100453401 Clifford L. Norris 4551 Pond Lane, Marietta, GA 30062
552100659170 Charles E. Tipson P.O. Box 99, Brasstown, NC 28902
552100742842
552100743790 Thomas E. Mott 10197 Windsong Rd., Punta Gorda, FL
33955
552100749571 John Mayheu 3700 S. Westport Ave., Sious Falls, SD
57106
552100843353 William T. Wilson 1501 Ridgewood Lane, Sarasota, FL
34321
552100845241 James D. Ogden 52 SE 227 Ave., Old Town, FL 32680
25. None
Page 3 of 3
b.6
0
U4
;4,4 0
A4
al laxc
Ix
Jtl
LL
v 0. ui
cL W
EL jr
0
IL L)
0 <
w
IL
LU
z
z
Lij
4
Lu
w m a
low
LE
L
0 ;6
H
U
d
~~\\ aWa~
~ a00~
\~~~ ~~~w
w' \ \ OUF,
~~ P4 r
\ a~0 0
~N ~ \ Wiz c°v
za w
zpzao
'~r zvvW~~
~~~'WEw
~~ ~a~AA~
.:\ /
y\\\ /~ ~~
'~~•~~ ~
~ ~
y
~F ``~
\ ~ ~
\ ~ ~
~ ~
.\ \ \
~ ~
\ \ Y Qp
~ ~ m d. ~
~ ~
\ o> _~~
~ ~~ `W --~
~~ y~ ~o Q W
~ ~
'•` W Q
\\ ~
~ ~ >U
~ O (~
~ ~
~ ~
:\ \ \ \ U
~F y ~`
N
\ \ K
•~:\ \ \ C
\ ~ W
•\ ` ~ m
O
O
\ ~ \
\\ ~ O QQ
~ •\ d ~4
w~ \ Z O
U
N~
~~ ~~ ~ ~ O \\ ~ QOD
S ~ \HWW
g 3 ~ .~~j p
1 ~~ --'L
\ ~~
~ °~ ~
~~a°e~ \ O
_ ~ \ o
1 ~ y \
o~ ~ \\
i ~_~ ~ W
\~ ~ 06
\ ~~ ~O
+ m
1 ' \
/y C
R
a~ ~\`\\ \ m3~ r
y ~\\\ \\ \ \ \\\\\\\\;\`~\
\\\\ \\ \ ~ \\\\\\\\ ~ C \
~ \\\\ \\ \ \ \\\\\p \\
\\\\ \\ \\\ \ \\\U \\~
I \\\\ \\ \\\ \\\\\\\\ ~\\~~
\\\\ 1\1d `\111111\ ~ \ \
a \11\ \` \\\ \p\\\\\ \\~_
\\\ \ \\\\\\\\\\U\ \
o \ \\\\ \\ \ \ \\\\\ \ \
\ \` \ \\\ p\\\\\ \1\ ~
ae \\M\ \~~\\\\~~\
\\ \\;\UtC.~ \\~\\\\
o\~ y~\~ \1b\~~
° ~~U \ ~ \ \0\\\
1\\\ \\ \\\ \\~
1\\\;\~\
1 \\\ \\
1 \\\ \\
e 11 \1\4
w m
>w
~~ II w
~~ I II
0
`n c~ I 1
x~ el
w el
`` o
o~ I
oo~
U J
a
U ~
W Z Y
W ~ a °~
~,
> d
~ w
soz
\ w
I
\ I I I
I
\ \ \ / i i ~
'
\ wWo
i
s
J`La~
\ I I ~
~\ \II/i, i/ ~~
1/i i
1
\
~ n
~
~
~
~ 1
1
\
i/~ ii
~
~ 1111111// i~ %
/
/
' i o
w
3~N
~ \ ~ /
~/
~
\ 1111111
~II~IIIII~I // \11
1 ~ ~ or~o
~~a
v ~
,~
11\
\~
1
1
~ \
6 I
1
~~\
~' \11
1 1
\\ \\\~
\\
\~
T~,,\
~
111~
\\
~
~
1\
~\~"
\ I I
~\\
1
\ 1;
1
I
II 1
I 1
I
~
\
~
\\~~
1\~;\
;
\
11 Illlllllllll loll l~lll\\\_ _ ~ I
I 1111
111 II `I 111j 1\
~~ I
I Illl
1 1
I
\
l \ \
`
1
\
\ 1
11
1
1
~
1
1
1 11
l
1
1
11j1 ~
1~ \\\\\\1
I 1
\\~ ~
11j
11~1
~1
11
1
~
'
\
I \
I I
i
1
I
V
o
1111\
~\\
\
~~~~\~~~~ '\~
}y
I 1 1 1 , ; \ \ \ \ \ \ \ \ \ \~
ly/
y
\\\\\,1\\\~ $~ _
\ ~\\\\\ p~Z~~' ) /~
1 11\ \\ 1 \ \ \ \\\` ~ `\\~ \\ , i I ~ ~ \
11 1 4111 `\\I\ . . 1 1 ~~ \
111 11 \\ \ \\` \ ' \ \\\ o. - _
1\111111111pp\\I\ \ \ \\\`\\I \\.~ _ ~ - I I I ~t if' ` 1 i - ~\
11111111111;1111/ ~ \ \\\\\\\\\\\~^ \\'\I'~.. _ ~ 1 I 1 - - \1; l' 1 ~~ ~ ri r\ 1\
'~ \j11111 I --~1 1\\
it 1111 1 1111\1\\\ \ \\ 1111\;\I~$ i~,~\ 11 ~ = -- _ 1 1 1 o I
~II1111 ~1\~\\\\~ \ / \\\\\\1111 ;~\~\\ ~~_-- ~~~
111 11111 \1811 \1~ ~ 1 III 11111 ~ >>\0~` \ `°~~/='r 4 \~ / ~~'\I\\\~\
111111111 111 ~~;4'\~ / III X1111 L. ~\\\ \ ~`~ \ I~~a~l I I\
ni 111 \\\~\\\ N\ ~ \\\ \\ \\/// \r \ ~ ~'o~ , \ o' ~.,~ \ `.\
u1111'llll l//IIIIII~~II \ I \\\\\\\\\\\~; _I~ / 11F~~ 11 \ \ o~~~ \ASp`\\\
11 \ \ ' ~-~ I \ ~ci~~ ~ drJ
\ Illlllill'i1111 X11;\1\ I\\\ d \ \ ~\\\\`\ -_\~ ~~ 1 \ /// ~ ~~~\/~ \
\ 111 11 11 II I\\1 \ ~\~ \~~ \ ~ _1 /I J \ \ ~ ~ I
l ` ~ ~ - - ~ \ ~ ~ \ \ l I
I 1 1111111111111\1 111111\ - - - - ~ _\ i ~ 11 1
Ill \1 111 ~11111111111~\\\` O 1 / / 1 1
° \ \1\\ 1111\11;11\111 1111 \ \\ \ ~ ` / / / / I
1\\\\ 1\\111\\ \111\ \\ \ \ \\ `'~ V \ \ _ - ~. ~ ` ! `/ ~~
\ ~ 1111111 \~ \ \ \ \` ` \ I \ \ , 1 l
\11\11111`111\\\\\\\\\\\\\\ I -'~` /
1111111 \` 11 \\`" \\`\ \ \ r /
1\~ 111111 \\` \\\\\ \~\ \~~ _ - \ I 1 11 \1 \ \\\ /
z
ao
J ~
C~ `-
z ,~
Q Q
~ U
C ~ (~
\\ \\\\\\\\\~1\
\ \ \ \\\ ~\\\o\ ~ ~ \ a O O V
\\o \\\\\\~ \\ cW7 Z ~ ~"'a'
` ~ \\y\\\\\\\ \\`\ \ Ud'
\\\" \ \ b \ O Yy
I " ~\ \\\`\\ ~ ~ r
° b ~8A\ \\ \ \ \p\\\U ~ ~ C
\\\\ \ \\\p\\\\\a'~ \ 0 Pq !y
~ \\\\\ \ \\\ \\\\\U N ~ ~ `,
I \a~\\\ \\~ \\\\\\\~ ~~\\/ _ ~
,,\\ 11\,,\1„\1„ \ ..
,e po\\a \\~ \\\a\\~ \\`~~ z ',
HOZ~
\p\ \~ U\ \pU\\ ~ \ \ O W V W ~
\\\ \ \\\ \\\a\\ o \
\\\3\\~ \\\~ \\\\\\o \~1 r~i~ ~+ D+ ~ W
\\\\ \~ ~° ~ ~a\~ ~\\\\ '~'' Phi ~ r~ Ed'
.~, al \\ol\\~~
"\~\ o\\\'~ ~ \ ~
\
o\° \\w \o
' ' . \ ,
\ \ /.
\\\\a\ao\o\~l\\ ~ \III~III~///, / ~
/ / /~
1 Iglu 11\ 1\ - \ \~ ~ ~~~` ~\~p~ ; , ~ - I w _u
I u , 1 \ ~ ~~ \ °-
Ip 111 lullp ~" \ \\ ~ ~~~ ~ ~ \\\\ _ _ _
1 will\Ilj llulu;u y/ \~ ~~\~\~1\/,~ o, ~ ~y - _
`yy ~ I I l ~t i!` \ 1 ~ \ \~ w W
I 1 I(\,1 \
1~~ ' Ill`
of ~ Illulj\Il ~` \^ I ` _ _' Ill
~n I ,1 ~.
°I Ill lull 1111111\\ \ \~\1\111\\I~~ ``~~\ 1\ . _ _ _ ^ ' 1 \\
I 1111111 ~ \\~\ 1\\\ ~ \ v \\\`\ I I "` \~\ - KJ O ~ - /~ \ ` \ ` O (U
111 VIII R1\ ~\\~ V / I n~llultl~,~~\\~. ~ \ \ \\
111 111111 \\ 111 ~~^y~.\~ ~/,('` III Ulllnh-' ~\\` ` ~' i! / ~ 1` II I I `
11111 ~1\\1\\`\\~~\\~ '// \ J~ uU~I~~`\\~r~~/~\\'~/I~/'/ II , \\ 1\ I l l`\,
III ~II~11 ~1 IIlIIIl uiii\ \ _ I ~.~~\\\\\~~~, ~ \( ; 1 1\ \ ~. \'M'/j`\~\
11 1 I I I 1 ~~ ~ , 1 1 \ I/ • \ ~, ~
ul l 11 u \ ~ - ~
\ III 11111111\ 11\ 1\ \\ d \ ~~ \~~ -- \~ - _ \ I \\``,,..// ~ \ 1 ~\ ~ \
\ 111 III 1111111 III 1\\ \ \ \~. ~~ \ \~ ~_-~(`V / ~. ~ I
\\Il11j1111\ 1111111111 111 l~ \ \ R \ \\ ---_ ~~ , ~\~111
III 111\ 111\l\ 111 \ ~+\ _ _ _ y ~ \ / ~ I I
\ \ 11 1 1111 1111 1~ \\\ Q 1 1 1 1
> \ 1\11\1 11\ 11 11111 1111 \ \ \\ ~ ~ ~ / / / I
\11\1\\\l\;111\11 \\\\\\\C~ ~ I _ ~\ _ ~ ~ , /`/ ti
1 l\ \
\11111111111111+11x1 ~~\\ \\`` I \~ \ - g,.~ 1 ~ `,
` \ 11 \ 11\\~~~. \~\\\\ I _ /
111\1\\ 1111 \~~~~\\\~\\\\\ \ I~ /
ply\,1\11\I\\\~\`~~~\\ \\\`;;;\\\\,- - ~ i6 III \l11\1 `I \ ~\~ \ /
o \\l ~~~\\ ~\~\~1\;; \\\\~ ~\\\\\ \ I I I 11 X11 I \ \~~
1\; 11\~~~ \~\'~~\\'~~'\~'1 `\II1\- -\ I I ~ ~ VIII II \1 ~.
\II 1~ ll1111111~11b11~1~111\\\b1C 1 I I II1I1 ~ ~
1 11 11 1j 1 ~ I I I I1~111 1j 1\ \\ \~ \ I ~ 1 1 ~
1
1 I
II~~Illlll~ l~l\llllll l~l\~~\\\"~~ ~I I ~ ~ ~
T~II II 11~1111~1'111~1~~\'\`~\\\~~ ~~ I\
I 1 111 Il`l~ \\\\\\ \\~~
.,
d
H
U
d'
O O O
o O
° O~
Way
a
~ ~ ~ cD c
o
~ p
., O O U
~~
N ~
w
V
~
~. o
z~
Ww
°
O as
~~~~~
za w
~
z~WaO
=------------------=--------------- ---=-------- -----------------
------- ° l9.9Z91 ^al3 o v ~ w ~~
°o• ~ ~ OL•L6+0 Ind
' ~ ti~ w w
~O ~+Hw
~
~•~ 5~
SZ9l ^al~ ~ a
a A
d (NQddd N10~8) 00'06+O1~d
~ ~ ~ 56'~Z91 ^al3
'~ (dW'dd N10~9) ~ 00'08+O1~d
----------------
------ ~
- - --
------ ---------
------ ---------
1
-
' : ; o
~
o•
°°~
o~
o
:~~ w
---~
L~
O
~ ~ ~
a- -
•
• W
D
Q O
~ N
~ n
L
~'
~ Q
~
o z W
Q Q
~
(/) O U
m (n
X
W
(dWbd ° S6`ll9l ^al3
N ~0 aN~) 0 00'00+0 Ind
~; :
cs
N
O
O O
~ ~ O
N O
~ O
O ~
cD cD c~ ~ co
1630 r ----.-----~ - ------- ------~--- ~ 1630
TOP OF RIPRAP '
1620 - -~ ....:.....: ....:.....: . 1620
--' o
o
a ,'
1610 ----~---- ~- ---~ - - ~ - ..:.... 1610
1600 ' ' ' ' ' ' ' 1600
-30 -20 -10 0 10 20 30
0+40
1620 .....~ .................. . - 1620
;TOP O,F RIPRAP
1610 ----~-----~ -- --- - -~- ...:.-.. 1610
EXISTING GLADE
CLASS "B": RIPRAP ;
1600 1600
-30 -20 -10 0 10 20 30
0+20
1620 r----•-----•-----~--- -~- - -•-- -~ 1620
1610 ------------- -- - ;-- --- -- 1610
FINISH GRADE
1600 1600
-30 -20 -10 0 10 20 30
0*Q~
1640 r--.- ...-, ... .-- ~ --- ~ --~ 1640
1630 ....:....-~- ---~--- ~ - ;--- 1630
;
.~
1620 FINISH GRADE ~ ~ 1620
1610 ` ' ' ' ' ' ' 1610
-30 -20 -10 0 10 20 30
0+80
1630 r ....,--- -~-- --~ - -...,-... ~ 1630
1620 --- ;-----~--- '- ---:---- 1620
; ~~
TOP; OF RIPRAP ,
1610 ----~--------- --- -- ~ - = --- 1610
1600 ' ' ' ' ' ' ' 1600
-30 -20 -10 0 10 20 30
0+60
CROSS SECTIONS