14-552-011WETLAND
.'V
o�
SILT BARRIER
Figure 1
FLOW
�1
SILT BARRIER ALONG
ENTIRE WETLAND
PERIMETER
!
3to5 3to5
TYPICAL SWALE SECTION
Figure 4
Post (Options: 2" x 4" Or
2 1/2" Min. Dia. Wood;
Steel 1.33 Lbs /Ft. Min.) I I
6' Max.
co
0
c 4 P►
o` /
lip
oo
Optional Post Positions 20.
Filter Fabric (Ins
Conformance With r-
-Sec. I '
985 FDOT Spec.) >,.1, ,1
P inci le Post Position
(Cantbd 20' Toward Flow)
- -- Filter Fabric
Silt Flow
ELEVATION SECTION
Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF).
TYPE III SILT FENCE
Figure 2
SOD TO BE PLACED 3'
BEYOND TOP OF BANK
3'
TYPICAL RETENTION /DETENTION
POND SECTION
Figure 5
-k -
rL
Type III Silt Fence Protection
Around Ditch Bottom Inlets.
Do not deploy in a manner that silt fences will act as a dam across permanent flowing
watercourses. Silt fences are to be used at upland locations and turbidity barriers
used at permanent bodies of water.
SILT FENCE APPLICATIONS
Figure 7
TEMPORARY SEDIMENT SUMP
BARE GROUND
SHEET FLOW 4 -SOD LIMITS
V
TEMPORARY SEDIMENT SUMP
Figure 10
LAKE
OR
SWALE
SOD REQUI
SEED MULCH PERIMETER
JX/
4
4
GRASS SLOPES
Figure 8
"I
Flow
Bales To Butt "I
"
"I
PLAN
Anchor Bales With 2 - 2" x 2" x 4'
Stakes Per Bale.
Loose Soil Placed By Shovel And Lightly
6Min. Compacted Along The Upstream Edge Of Bales.
Fill Slope
ELEVATION
TO BE USED AT SELECTED SITES WHERE THE
NATURAL GROUND SLOPES AWAY FROM THE TOE OF SLOPE
BARRIERS FOR FILL SLOPES
__- Sidewalk
Anchor Bales With 2 - 2" x 2" x 4'
Stakes Per Bale.
maser
<r
Apron
Ditch
Ditch
Curb &Gutter C u
rb &Gutter
PARTIAL INLET COMPLETED INLET DITCH BOTTOM INLET
PROTECTION AROUND INLETS OR SIMILAR STRUCTURES
5/8" Polypro Rope
(600 lb. Breaking
Strength) -�
Figure 6
f�TA11 \1 1.It CT
CURB
SOD ALONG CURB
AND AROUND INLET
Figure 9
__, ----�
E 18 Oz. Nylon einforced
PVC Fabric (300 psi
Test) With Lacing
Grommets
D1 =5: Std. (Single Panel For Depths 5' or Less). by
D2 =5 Std. (Additional Panel For Depths >5').
Curt i To Reach Bottom U To Depths Of 10 Feet.
Two Panels To Be Used For Depths Greater Than
10 eet Unless Special Depth Curtains Specifically Called
For In The Plans Or As Determined By The Engineer. TYPE I
NOTICE: COMPONENTS OF TYPES I AND II MAY BE SIMILAR OR IDENTICAL
TO PROPRIETARY DESIGNS. ANY INFRINGEMENT ON THE PROPRIETARY
RIGHTS OF THE DESIGNER SHALL BE THE SOLE RESPONSIBILITY OF
THE USER. SUBSTITUTIONS FOR TYPES I AND II SHALL BE AS
APPROVED BY THE ENGINEER.
FLOATING TURBIDITY BARRIERS
loseo Ce I ,S QIjd Plosti F a1n
Iota 10 �6 UIa. Equrv� �1' Lbs.
er Ft. Buoyancy)
STO
1/4" Galvanized Chain
TER POLLUTION PREVENTION DETAILS
NOT TO SCALE
Best Management Practices
This plan has been prepared to ensure compliance with appropriate conditions of the Miami - Dade - County;
Land Development Regulations, the Rules of the Florida Department of Environmental Protection, Chapter
17 -25, F.A.C.. The plan addresses the following areas:
1. Protection of preserved /conserved wetland habitats during construction.
2. Protection of preserved /conserved upland habitats during construction.
3. General erosion control.
4. Protection of surface water quality during and after construction.
5. Control of wind erosion.
The various techniques or actions identified under each section indicate the appropriate situation when the
techniques should be employed. Also identified is a cross - reference to a diagram or figure representing
the technique.
It should be noted that the measures identified on this plan are only suggested BMP(s). The contractor
shall provide pollution prevention and erosion control measures as specified in FDOT Index #100 and as
necessary for each specific application.
SECTION 1 PROTECTION OF PRESERVED /CONSERVED WETLAND HABITATS
DURING CONSTRUCTION
1.1 Wetland habitat protection BMPs shall be utilized for any development parcel which contains or abuts
a preserved wetland and /or for any parcel which contains or abuts a mitigated wetland.
1.2 Preserved wetlands shall be protected prior to the start of site -work construction. Protection shall
consist of a slip barrier constructed along the entire perimeter of the preserved wetland as shown in
Figure 1. The slit barrier shall be constructed along the outer edge of the required 30 foot buffer
adjoining preserved wetlands. The slit barrier may be either a slit fence as shown in Figure 2 or hay
bales as shown in Figure 3.
1.3 Mitigated wetlands shall be protected as soon as practical after their construction. Protection shall
be the same as for preserved wetlands.
1.4 Slit barriers used for wetland protection shall remain in place for the duration of any site -work or
building construction located in the vicinity of the wetland. Slit barriers erected during development shall
be designed and maintained to not impound i standing 9
nd interm ttent st n In water for more than 72 hours. Slit
P 9
barriers , any slit which accumulates s be '
nd these barriers an d any fill used to anchor the
barriers shall
be removed promptly after the end of the maintenance P
eriod specified for the barriers.
P
SECTION 2 PROTECTION OF PRESERVED /CONSERVED UPLAND HABITATS
2.1 Barricades shall be placed around all protected (preserved) habitats including mesic and uplands
during development.
2.2 Slit barriers required for the protection of preserved habitats other than wetlands shall be constructed
along the perimeter of the preserved area in accordance with implementation guidelines contained in
Section 1.4.
SECTION 3 GENERAL EROSION CONTROL
3.1 General erosion control BMPs shall be employed to minimize soil erosion and potential lake slop
cave -ins. While the various techniques required will be site and plan specific, they should be employed
as soon as possible during construction activities.
3.2 Cleared site development areas not continually scheduled for construction activities shall be covered
with hay or over - seeded and periodically watered sufficient to stabilize the temporary groundcover.
3.3 Slopes of banks of retention /detention ponds shall be constructed not steeper than 4H:1V from top
of bank to two feet below normal water level as shown in Figure 5.
3.4 All gross slopes constructed steeper than 4H:1V shall be sodded as soon as practical after their
construction as shown in Figure 8.
3.5 Sod shall be placed for a 3 -foot wide strip adjoining all curbing and around all inlets as shown in
Figure 9. Sod shall be placed before slit barriers, shown in Figure 6, are removed.
3.6 Where required to prevent erosion from sheet flow across bare ground from entering a lake or swale,
a temporary sediment sump shall be constructed, as shown in Figure 10. The temporary sediment sump
shall remain in place until vegetation is established on the ground draining to the sump.
SECTION 4 PROTECTION OF SURFACE WATER QUALITY DURING AND AFTER CONSTRUCTION
4.1 Surface water quality shall be maintained by employing the following BMPs in the construction planning
and construction of all improvements.
4.2 Where practical stormwater shall be covered by swales. Swales shall be constructed as shown in
Figure 5.
4.3 Erosion control measures shall be employed to minimize turbidity of surface waters located
downstream of any construction activity. While the various measures required will be site specific, they
shall be employed as needed in accordance with the following:
a. In general erosion shall be controlled at the furthest practical upstream location.
b. Stormwater inlets shall be protected during construction as shown in Figures 6 and 7. Protection
measures shall be employed as soon as practical during the various stages of inlet construction. Slit
barriers shall remain in place until sodding around inlets is complete.
4.4 Heavy construction equipment parking and maintenance areas shall be designed to prevent oil, grease,
and lubricants from entering site drainage features including stormwater collection and treatment systems.
Contractors shall provide broad dikes, hay bales or slit screens around, and sediment sumps within, such
areas as required to contain spills of oil, grease or lubricants. Contractors shall have available, and shall
use, absorbent filter pads to clean up spills as soon as possible after occurrence.
4.5 Slit barriers, any slit which accumulates behind the barriers, and any fill used to anchor the barriers
shall be removed promptly after the end of the maintenance period specified for the barriers.
SECTION 5 CONTROL OF WIND EROSION
5.1 Wind erosion shall be controlled by employing the following methods as necessary and appropriate:
a. Bore earth areas shall be watered during construction as necessary to minimize the transport of
fugitive dust. It may be necessary to limit construction vehicle speed if bare earth has not been
effectively watered. In no case shall fugitive dust be allowed to leave the site under construction.
b. As soon a practical after completion of construction, bare earth areas shall be vegetated.
c. At any time both during and after site construction that watering and /or vegetation are not effective in
controlling wind erosion and /or transport of fugitive dust, other methods as are necessary for such
control shall be employed. These methods may include erection of dust control fences. If required, dust
control fences shall be constructed in accordance with the detail for a slit fence shown in Figure 2
except the minimum height shall be 4 feet.
NOTES
1. THE CONTRACTOR SHALL PROVIDE POLLUTION PREVENTION AND EROSION CONTROL MEASURES AS
SPECIFIED IN FDOT INDEX #100 AND AS NECESSARY FOR EACH SPECIFIC APPLICATION
FLORIDA COASTAL
14.600 -RIGHT HAND
CHAMFER DRIVE - THRU
STORE NUMBER: 127
5748 BIRD ROAD
SOUTH MIAMI, FLORIDA
PROJECT TYPE:
DEAL iY% NEW
CS PROJECT NUMBS 65223
MWECT OF RECORD
CKE GROUP
INCORPORATED
engineering *architecture *planning
15500 NEW BARN ROAD
SUITE 106
MIAMI LAKES, FLORIDA 33014
PHONE: (305) 558 -4124 FAX: (305) 826 -0619
EB #0004432
(:0 LTANT:
orm
DEVELOPMENT GROUP
2651 McCORMICK DR
CLEARWATER, FLORIDA 33759
(727) 669 -2900
Fax (727) 669 -2915
EDUARDO L. CARCACHE, PE 31914
CKE GROUP, INC. COA -4432
REVISIONS:
DRAWING BY:
PJB
DATE:
FEBRUARY 06, 2013
JOB NUMBER:
CKE # 1319
TITLE:
CVS PHARMACY
POLLUTION PREVENTION
SHEET NUMBER:
C 7
COMMENTS:
NOT RELEASED FOR CONSTRUCTION