APPENDIX “E1”

U.S. Army Corp of Engineers

Permit No. SAJ-1999-3509(IP-MN)-2008,

dated February 9, 2009

APPENDIX “E2”

U.S. Army Corp of Engineers

Permit Modification No. SAJ-1999-3508(SP-MEP) Modification 1,

dated January 7, 2014

Regulatory Division South Permits Branch Tampa Permits Section SAJ-1999-03508(SP-MEP) Modification-!

DEPARTMENT OF THE ARMY JACKSONVILLE DISTRICT CORPS OF ENGINEE RS

10117 PRINCESS PALM AVENUE, SUITE 120

TAM PA, FLORIDA 33610

January 7, 2014

Alexandrea DavisShaw, PE, City Engineer Public Works Department City of Sarasota 1565 First Street, Room 1 OOA Sarasota, FL 34236

Dear Ms. DavisShaw:

The U.S. Army Corps ofEngineers (Corps) has completed the review and evaluation of your modification request, received on December 5, 2013, in which you asked to extend the expiration date ofDepartment ofthe Army permit number SAJ-1999-03508(IP-MN), issued to the City of Sarasota on February 5, 2009, in order to repair beach erosion caused by Tropical Storm Debby in July 2012. The modified project will result in the placement of approximately 121,000 cubic yards of beach compatible sand within the previously permitted project template as indicated in the enclosed 12 pages of drawings. The project site is located in the Gulf of Mexico from the center to the south end of Lido Key, in Sections 34, and 35, Township 36 South, Range 17 East, and Section 2, Township 37 South, Range 17 East, Lido Key, Sarasota County, Florida.

The proposed modification is approved and the permit expiration date to complete your proposed project is hereby extended for 2 years from the date of this letter. The permit expiration date is January 7, 2016.

The impact of your proposal on navigation and the environment has been reviewed and found to be insignificant. The permit is hereby modified in accordance with your request. You should attach this letter to the permit. All other conditions of the permit remain in full force and effect.

If you have any questions concerning this permit modification, please contact the project manager Mark E. Peterson at the letterhead address, by telephone at 813 -769-7065 or by electronic mail at Mark.E .Peterson@usace.army.mil.

Thank you for your cooperation with our permit program . The Corps Jacksonville District Regulatory Division is committed to improving service to our customers. We strive to perform our duty in a friendly and timely manner while working to preserve our environment. Please

SAJ- l999-03508(SP-MEP) Modification-I Page 2

visit http ://corpsmapu.usace.arm v.mil/cm apex/f?p=regulatory survey and complete our automated Customer Service Survey. Your input is appreciated- favorable or otherwise.

BY AUTHORITY OF THE SECRETARY OF THE ARMY:

Enclosure

Copy Furnished: Coastal Planning & Engineering, Inc. CESAJ-RD-PE

~LJ.&~ (' Alan M. Dodd lo~ Colonel, U.S. Army

District Commander

LIDO KEY STORM REPAIR BEACH RENOURISHMENT PROJECT

SAJ-1999-03508 MODIFICATION -1 07-JANUARY-2014 GULF

OF MEXICO

PROJECT LOCATION

GULF OF

MEXICO

N.T.S.

SHEET INDEX

NO. TITLE

1 LOCATI ON MAP 2-4 PLAN VIEW 5-9 FILL PROFILES 10 BORROW AREA

GULF OF

MEXICO

11-12 BORROW AREA ~~~~:t_I.Q~~8 13 PIPELINE CORR

NOT FOR CONSTRUCT! FOR REGULATORY R -~~~~~~~~~~~~~~ ~~t~jo

OAT

ATLANTIC OCEAN

I 0 300 600

GRAPHIC SCALE IN FT

--

NOTES: 1. COORDINATES ARE IN FEET BASED ON

FLORIDA STATE PLANE COORDINATE SYSTEM, WEST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83).

2. DATE OF AERIAL: JANUARY~=------........i.---, LEGEND: SAJ-1999-03508

A T-36 FDEP MONUMENTS MODIFICATION -1 --- NAVIGATION CHANNEL 07-JANUARY-2014

JANUARY 2008 MHW --------------------L ---"1------_-,---- -- N£W pASS

..,.,.,.. .....-----­-

------

GULF OF

MEXICO

------------

NOR-TH LIDO BEACH

PARK

--------

SAJ-199 MODIFICATION -1 07-JANUARY-2014

NORTH PERMITIED LIMI

1999 LIDO KEY BEACH EROSION CONTROL LINE FOEP MEAN HIGH WATER SURVEY FILE N0.1989.

NORTH FILL LIMIT

TOE OF FILL

CONSTRUCTION STORAGE AND STAGING AREA

ACCESS VIA PARKING LOT

BERM CREST

LANDWARD LIMIT OF FILL

NOTES: 1. COORDINATES ARE IN FEET BASED ON

FLORIDA STATE PLANE COORDINATE SYSTEM, WEST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83).

2. DATE OF AERIAL: JANUARY 2006. .3. THE TROPICAL STORM DEBBY STORM DAMAGE

REPAIR PROJECT WILL BE CONSTRUCTED THE LIMITS OF THE PERMITTED LIDO KEY BEACH RENOURISHMENT PROJECT.

1999 LIDO KEY BEACH EROSION CONTROL LINE FOEP MEAN HIGH WATER SURVEY FILE N0.1989.

2002 LIDO KEY BEACH EROSION CONTROL LINE FDEP MEAN HIGH WATER SURVEY FILE N0.2191

JANUARY 2008 MHW

TOE OF FILL

LANDWARD LI MIT OF FILL

BERM CREST

GULF OF

MEXICO

--

I 8R- 43.8

\ AR- 44

R-44.2

1. COORDINATES ARE IN FEET BASED ON FLORIDA STATE PLANE COORDINATE SYSTEM, WEST ZONE, NORTH AMERICAN DATUM OF 1983 (NAD83 ). DATE OF AERIAL: JANUARY 2006. THE TROPICAL STORM DEBBY STORM DAMAGE REPAIR PROJECT WILL BE CONSTRUCTED WITHIN THE LIMITS OF THE PERMITTED LIDO KEY BEACH RENOURISHMENT PROJECT.

LEGEND: SAJ-1999-03508 MODIFICATION -1 07-JANUARY-2014

i 300 J GRAPHIC SCALE IN FT

4

20

10

z 0

~-10 > w ...J w

-20

SAJ-1999-03508 MODIFICATION -1 07-JANUARY-2014 NO FILL

PROFILE R-35.5 --- JULY 2012

MEAN LOW WATER EL. ~ -1 .2 FT. NAVO

-304-----.--------.--------.--------.--------.-------.--------.--------.------~ - 100 0 100 200 300 400 500 600 700

DISTANCE FROM MONUMENT (FEET)

20.--------------------------------------------------------------.----------------,

10

z 0

~-10 > w ...J w

-20

ci z 0:

.... N + N

ci z 0::

ci z 0::

PROFILE T-36 ----- JULY 2012 - - - EXISTING PERMIT

-301--------,--------.--------., --------.--------.-------.--------.--------.------~ -1 00 0 100 200 300 400 500

DISTANCE FROM MONUMENT (FEET)

WITHIN THE PROJECT.

lz,)rfr;2 .. ~

600 700

..

5

20

10

,..... ~ < z 0 ..!. w w u.. ........ z 0

~-10 > w _J w

- 20

SAJ-1999-03508 MODIFICATION -1 07-JANUARY-2014

TAPER STORM REPAIR TO +4.0 FT. CONTOUR PROFILE R-37

--- JULY 2012

0 z lr

N 0 n + "' 0 z

"'

- - - EXIS11NG PERMIT

MEAN HIGH WATER EL. =+ 0.1 FT. NAVO

-30+---------~------~--------~------~--------.---------,--------.--------~-------; - 100 0 100 200 300 400 500 600 700

DISTANCE FROM MONUMENT (FEET)

20 ,----------------------------------------------------------------.-----------------.

10

z 0

~- 1 0 > 1:J w

- 20

<3 z a::

"' ,..: ..,. + N

co .-; "' + ..,

"' IS)

"' + .., 0 z lr

"" 0 ..,. + "' 0 z "'

PROFILE R-38 ---JULY 2012 - - - EXISTING PERMIT

-----STORM REPAIR

-304---------r--------.--------,--------,,--------.--------r-------~--------,-------~ -100 0 100 200 300 400 500

DISTANCE FROM MONUMENT (FEET)

STRUCTED WI THIN THE RISHMENT PROJECT.

1 z./ zit~ ~

600 700

6

§

20

10

SAJ-1999-03508 MODIFICATION -1 07-JANUARY-2014

..,

..;

"' +

0 z 0::

([)

<'i .., + .., 0 z 0::

PROFILE R- 39 --- JULY 2012 - - - EXISTING PERMIT --- STORM REPAIR

E.L. = +3.9 FT.

'-~1 ~ o+---------------~------~~~~------------~~------~M~E~A~N~H~IG~H~W~~~IT~R~E~L~· ~=~+~0~.1~FT~.~N~A~~---4 ~ "' -- MEAN LOW WATEREL= -1.2 F'T. NA~ w n ~ ~ ......, 0

5 ~-10 > ~ w

-20

0 z rr:

"' <D + .., N

c.:i ,.: ..,

z + 0:: on

0 z 0:

-30+---------r--------.--------,--------,--------.---------r--------.--------.--------4 -100 0 100 200 300 400 500 600 700

DISTANCE FROM MONUMENT (FEET)

20,---------------------------------------------------------------~-----------------,

10

'§'

N

"" + N

"' ;:: + "' <5 z rr:

PROFILE R-40 --- JULY 2012 - - - EXISTING PERMIT --- STORM REPAIR

EL- = +3.9 FT.

",~1 ~ o;-------------------+-------~~--~~----------~----~M~E~A~N~H~IG~H~W~A~T~ER~El~· -=~+_O~. ~~~FT~·~N~A~~~--, ~ ~ ~'-.---.;lEAN LOW WAITR EL. = -1 .2 FJ. NAVD

~ ~ " ._... '-z 0

~-10 > ~ w

d z 0::

300

.... a:.i ..... + .., 0 z 0::

400 500

:::,...

DISTANCE FROM MONUMENT {FEET)

17)7 ;,~ ~

..;

"' + "' 0 z 0::

600 700

7

20

10

SAJ-1999-03508 MODIFICATION -1 07 -JANUARY -2014

0 0 N..:.

""' + + N N

<.:i...; z z 0:: ""

PROFILE R-41 --- JULY 2012

- - - EXISTING PERMIT --- STORM REPAIR

-30 +-----~----r, ----~---~----~.----~----~---~----~ -100 0 100 200 .300 400 500 600 700

DISTANCE FROM MONUMENT {FEET)

20,--------------------------------~---------.

10

§'

PROFILE R-42 - -- JULY 2012

- - - EXISTING PERMIT --- STORM REPAIR

~ o4---------~-~~~~~~~--------------------M~E~A~N~H~IG~H~W~A~W~R~EL~=~+~0~.~1~FT~. ~N~A~~~-~ ~ g --MEAN LOW WAWR EL = - 1.2 FT. NA~ w + ~ z 0

~-10 > ~ w

-20

<.:i z 0::

<.:i z 0:: CON

Nr-.: Nn + + "ln

ci<.:i zz "'"'

-30~--------.--------.-------.-----.-----.----.----~----,----~ - 100 0 100 200 300 400

DISTANCE FROM MONUMENT (FEET)

CONSTRUCTED WITHIN THE RISHMENT PROJECT.

500 600 700

20 !;~============~-------------------------------------,~~~~~~~~ SAJ-1999-03508 PROFILE R-43 --- JULY 2012 MODIFICATION -1 N "' - - - EXIS11NG PERMIT

07-JANUARY-2014 ~ g! -- STORM REPAIR

10 ..., ;J; (!) ci z :z 0:: 0::

o4---------------.,.~---~~--~~~--~M~E~AN~HI~GH~W~AT~ER~El~. ~~~+_0~.1~FT~· ~N~A~~---1

::; ~MEAN LOW WATER El. = -1.2 FT. NA~

-100 0 100 200

+ N

ti z 0::

300 400

,..,:

"' + ... ti z 0::

DISTANCE FROM MONUMENT {FEET)

m u:i m + .... ti z 0::

500 600 700 800

20 ,----------------------------------------------------------~----------~

PROFILE R-44.2

--- JULY 2012

NO FILL TAPER STORM REPAIR TO +4.0 FT. CONTOUR

10

MEAN HIGH WATER El. ~+ 0.1 FT. NA~ -----------

MEAN LOW WATER EL. ~ -1 .2 fT . NAVO

- 20

-Jo;-----,----.-----.--------.-------.-------,-------.--------.----~--4 -100 0 100 200 300 400 500 600 700

DISTANCE FROM MONUMENT (FEET)

LEGEND: SAJ-1999-03508 -&. BATHYMETRIC CON MODIFICATION -1

1::::. R- .31 OLKVC-06-1 1 i~~~ ~~~u~~~l~oRES 07 -JANUARY -2014

USACE NAVIGATION CHANNEL EXISTING PERMITTED BORROW AREA

MAXIMUM AFTER DREDGE ( AD) ELEVATION

0 300 600

GRAPHIC SCALE IN FT

< /

/

'\ '\

/

/ /

/

'\ '\

'\

1. COORDINATES SHOWN HEREON ARE BASED ON FLORIDA STATE PLANE COORDINATE SYSTEM, WEST ZONE, NAD 1983.

2. ELEVATIONS SHOWN HEREON ARE IN FEET BASED ON NA VD88, GEOID 2009.

3. DATE OF BATHYMETRIC SURVEY IS JULY, 2013 AND CONDUCTED BY COASTAL PLANNING & ENGINEERING, INC., A CB&I COMPANY.

4. THE MAXIMUM AFTER DREDGE (AD) ELEVATIONS SHOWN HEREON ARE THE Nl084000 MAXIMUM DEPTHS ALLOWED WITHIN THE BORROW AREA PER THE PERMITS AND BASED ON THE AD SURVEY.

5. THE CONTRACTOR MAY DISTURB UP TO 2 FEET BENEATH THE MAX AD ELEVATION WITH THEIR .-&-n~JO.'I\"a DATE OF SEP

LY

10

r I -<

~

::

CROSS SECTION A- A' A ~ .... A' .., 0

I I I I

-5 I I I

I I ~ I . I 1!1 I II I -5

~ SA THYMEliRY I

~ <{ ~

CX) -1 0 - -- -

r - 10 CX)

CX) I

;: CX)

0 I 0 0 > I 0::: > <( 0::: <(

z 0 z I CD

l ~--~ ' LL. r--" 0 LL -15 ~ .. J -· - - 15 LL '-" I '-"

z Lt z 0

Mft._ 0

1-

1 F

<( <(

> > w w _j -20 - - 20 _j

w w

I "" ~ I 8

MAXIMUM I

I !;! DISTURBANCE :s

DEPTH = • - 25 -25

- 19.5 -2+00 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00 18+00 20+00 22+00 24+00

NAVD88 DISTANCE ALONG SECTION (FT)

NOTES: 1. SEE SHEET 10 FOR LOCATION OF CROSS SECTION LINE. 2. ELEVATIONS SHOWN HEREON ARE IN FEET BASED ON NAVD88, GEOID 2009. 3. DATE OF BATHYME TRIC SURVEY IS JULY, 2013 AND CONDUCTED BY COASTAL PLANNING &

ENGINEERING, INC. , A CB&I COMPANY. 4. THE MAXIMUM AFTER DREDGE (AD) ELEVATI ONS SHOWN HEREON ARE THE MAXIMUM DEPTYS

ALLOWED WI THIN THE BORROW AREA PER THE PERMITS AND BASED ON THE AD SURVEY. 5. THE CONTRACTOR MAY DISTURB UP TO 2 FEET BENEATH THE MAX AD ELEVATION WITH

THEIR EQUIPMENT. 6. CORES MAY NOT FALL DIRECTLY ON CROSS SECTI ON LINE, BUT ARE LOCATED SUFFICIENT_ Y

CLOSE TO REPRESENT SIMILAR MATERI AL. WIDTH OF LAYERS IS REPRESENTATIVE ONLY. ACTUAL MATERIAL MAY VARY.

COASTAL PLANNING & ENGINI!ERING, INC.

1411 H.W, BOCA RATON 80\A.EVARO BOCA RATON.~ SS.U1

PH. (Mf} St1 .. 10'2 FAA {NfJ » t .. 1tl

1TT\.E: LIDO KEY STORM REPAIR BEACH RENOURISHMENT PROJECT

2013 BORROW AREA CROSS SECTION A-A.'

HORIZONTAL SCALE

0 200 400 I -

GRAPHIC SCALE IN FT

VERTICAL SCALE

~ 2.5 r I

GRAPHIC SCALE IN FT

> 2_:, OJ-rrt _

SAJ-1999-03508 MODIFICATION -1 07-JANUARY-2014

B CROSS SECTION 8- 8 ' B'

lA A' r ·1 +-~--t -5

BATH -5· -

,--..... CX) CX)

0 > <(

z f-~

l.J... ..___..

I

3: 0 0:: 0::

....Q_ (!)

LJ... 0

MAXIMUM AD w ELEVATION g = -1.7.5' w

-10

z 0 f­<(

-15 NAV088 1---l- ~ -15

> w __j

w

MAXIMUM AD ELEVATI ON = -15.5' NAVD88

~ / ,r I 'fi-t . ~ -2o

-25 - 25 -2+00 0+00 2+00 4+00 6+00 8+00 10+00 12+00 14+00 16+00

DISTANCE ALONG SECTION (FT)

1. SEE SHEET 10 FOR LOCATION OF CROSS SECTION LINE . 2. ELEVATIONS SHOWN HEREON ARE IN FEET BASED ON NAVD88. GEOID 2009. 3. DATE OF BATHYMETRIC SURVEY IS JULY, 2013 AND CONDUCTED BY COASTAL PLANNING & ENGINEERING,

INC., A CB&I COMPANY. 4. THE MAXIMUM AFTER DREDGE (AD) ELEVATIONS SHOWN HEREON ARE THE MAXIMUM DEPTl-lS ALLOWED

WITHIN THE BORROW AREA PER THE PERMITS AND BASED ON THE AD SURVEY. 5. THE CONTRACTOR MAY DISTURB UP TO 2 FEET BENEATH THE MAX AD ELEVATION WITH THEIR EQUIPMENT. 6. CORES MAY NOT FALL DIRECTLY ON CROSS SECTION LINE. BUT ARE LOCATED SUFFICIENTLY CLOSE TO

REPRESENT SIMILAR MATERIAL.

,--..... CX) CX)

5 <(

z f-~

l.J... ..___..

z 0 f-­<(

> w __j

w

I , 1 dnl_l

1111 1 , an . ~1pn~_5!_F LAYERS IS REPRESENTATIVE ONLY. ACT,UAL_ MATERIAL MAY VARY. LIDO KEY STORM REPAIR

IV

COASTAL PLANNING r. ENOINI!EIUNG, INC:. U11 N.W, 80CA RATON aout.!VARC BOCA AATON. FLORIDA UUt

PH..fMt)3t1-1102 FAX.(h1)Ut.t1•

BEACH RENOURISHMENT PROJECT 2013 BORROW AREA CROSS SECTION B·B'

HORIZONTAL SCALE

0 200 400 I -

GRAPHIC SCALt. IN ~ I

VERTICAL SCALE

0 2.5 5 I -

GR.A.PHIC SCALE IN FT

0 0 0 N <D ... w

N1089000

0 500 1000

NAVIGATION~ / CHANNEL "'

/ /

~ v , "

EXISTING} PERMITTED BORROW AREA

GULF OF

MEXICO

KEEP SUBMERGED PIPELINE SEAWARDo OF THIS AREA ~

LEGEND: 8R-35FDEP MONUMENTS

R-35.5 INTERMEDIATE PROFILE

NAVIGATION CHANNEL

K>®<><l PIPELINE EXCLUSION ZONE

NOTES:

<D ... w

SAJ-1999-03508 MODIFICATION -1 07-JANUARY-2014

1. COORDINATES ARE IN FEET BASED ON FLORIDA STATE PLANE COORDINATE ZONE, NORTH AMERICAN DATUM OF 1983 DATE OF TH E IMITS ARE WITHIN THE LIMI ORROW AREA.

13