E-1WS Culvert ReplacementBid AwardProject # 19-10173L.01

Anthony LasCasas P.E.Director of Operations & Maintenance

Board Meeting – August 14, 2019

SITE

LWDD

E-1

WS

Cana

l

Remove Existing Triple 72” CMP Culverts Replace w/ twin 10ft x 8ft Concrete Box Culverts

TimelineBudgetIncluded in 5-Year Capital PlanJune 4, 2019 – Proposed Budget Working Draft included

$1,400,000 Budget line item for ConstructionJuly 17, 2019 – Approved as part of Preliminary BudgetDesign & PermittingDecember 3, 2018 –Higgins Engineering was Authorized

for Design, Permitting and Construction Phase ServicesMay 14, 2019 – SFWMD ROW Permit approvedBidding & ConstructionAugust 14, 2019 – Request Authorization to solicit bidOctober 2019 – Advertise Request for Bid December 11, 2019 – Award Bid January 2020 – Notice to Proceed May/June 2020 – Projected Completion

Bid Results

Contractor Bid Amount

Arbor Tree & Land, Inc. $979,500

Danz Contracting, LLC $1,324,000

Giannetti Contracting Corp. $1,488,750

Hinterland Group, Inc. $1,492,500

Murray Logan Construction, Inc. $738,550

Ric-Man Construction, Inc. $757,200

Zahlene Enterprise, Inc. $969,585

ZEP Construction, Inc. $1,067,714

Staff Recommendation

Approval to award bid to Murray Logan Construction, Inc. for construction of replacement culverts for E-1WS at Hillsboro Canal

DISCUSSION

Control Structure 9 ReplacementRFB 19-7170P.07

Anthony LasCasas P.E.Director of Operations & Maintenance

Board Meeting – December 11, 2019

Control Structure 9

Control Structure 9

Boynton Beach Blvd

CS 9

Military Trail

Congress Ave

Lawrence Rd

Gateway Blvd

Existing CS 9 (to be abandoned)

Proposed CS 9

C. Stanley Weaver Canal

Existing Control Structure 9Currently located on the C. Stanley Weaver Canal, west side of Lawrence Rd, north of Boynton Beach Blvd.

Proposed Control Structure 9Structure to be reconstructed to the east, on the C. Stanley Weaver Canal, ~350 ft east of Lawrence Rd,north of Boynton Beach Blvd.

Existing Structure

Initial structure was built in 1952; demolished and replaced in 1980 In early 2014, the energy dissipaters were removed to allow

additional pump flow Two-gate system does not allow for “hurricane” gate Only major structure without an Ogee spillway; absence reduces

efficiency and causes a hydraulic jump under bridge In 2014, dive inspection revealed significant lateral seepage under

the bridge and exposed/corroding rebar Temporary repairs for corrosion were made to radial gates in 2014 North Pump is currently inoperable Overhead powerlines restrict maintenance and emergency access

to the gate and pumps Manual weed removal required North radial gate structural repair in 2016 following hoist failure

Proposed Structure

Three-gate structure will provide more capability, reliability and operational flexibility

Dual pumps will allow more capability and reliability Mechanical weed removal will improve operational efficiencies and

improved reliability Relocation will eliminate the conflict with overhead power lines Redesign and relocation will remove “hidden” hydraulic jump Change in surface water may cause increase in ground water,

warranting a seepage trench along the north bank to mitigate concern

Relocation to east may cause concern for approximately 10 adjacent residents; construction work and aesthetic changes to backyard view

Engineer’s Estimate of Probable Construction Cost - $6.7M

Timeline

December 11, 2019 – Request authorization to solicit Bids for construction January-September 2020 – Permitting January/February 2020 – Advertise Request for Bids March 2020 – Board approval to award Bid April 2020 – Notice to Proceed April-October 2020 – Contractor to perform preliminary site

work and order long lead items (FPL Service, Steel Sheeting, Pumps, Trash Rake, Gates & Control Panels) November 2021 – Begin Construction June 2021 – Projected Completion

Staff Recommendation

Approval to advertise a Request for Bids for construction of relocated Control Structure #9

Bank Street Partners, LLC – 7-Eleven #34785; Transfer and Convert the existing Piping, Paving, & Parking Agreement to a Right-of-Way PermitLWDD Project No. RW-19-0338

Nicole Smith, Right-of-Way Permit Coordinator December 11, 2019

SITE

Parcel is located on the SE Quad of Hypoluxo Road and Congress Ave; the L-18 Canal is located along the north side of this parcel, adjacent to Hypoluxo Road.

June 12, 1991 - LWDD Board of Supervisors approved the Piping of the L-18 Canal for the proposed Service Station for ~200’ east of Congress (Request made by H.P. Thompkins, Jr.)

August 12, 1992 - LWDD Board of Supervisors approved a 6-month extension for the approvals granted in 1991 for the Piping of the L-18 Canal for the Service Station (Lennar Homes) & Boynton Lakes Plaza (Request made by Lennar Homes & Boynton Lakes Party in order to finalize the Tri-Party Agreements)

August 25, 1993 - Tri-Party Agreement was recorded (ORB 7855/1329) for the gas station parcel between LWDD, Lennar Homes, and Palm Beach County

2019 – Bank Street Partners, LLC has requested the transfer of the Piping, Paving, Parking License Agreement to the current owners and convert to a Right-of-Way Permit

The two parcels to the east have current Tri-Party Agreements.

Background

Con

gres

s Av

enue

Hypoluxo Road

L-18 Canal

Staff Recommendation

Approval to transfer existing responsibility of Tri-Party Piping License Agreement to current owner, Bank Street Partners, LLC, for a portion of the L-18 Canal; being within a portion of Section 08, Township 45, Range 43. Subject to:

• Updated Signed & Sealed Pipe Inspection• Approval of Site Plan

• Including Lighting, Planting, and Irrigation Plans• LWDD Operating Policies Application Fee

• $9.00 x 160 LF = $1,440.00 (Paid) Use Fee

• $20.00 x 160 LF = $3,200.00 Annual Fee – (Commencing 2020)

• $4.00 x 160 LF = $640.00 • Adjusted every five (5) years by the compounded CPI

Parcel is located on the SE Quad of Hypoluxo Road and Congress Ave; the L-18 Canal is located along the north side of this parcel, adjacent to Hypoluxo Road. December 12, 1984 - LWDD Board of Supervisors approved ~1,000’ of Piping for

the L-18 Canal from Congress Avenue eastward for the Boynton lakes Plaza (Richard Reikenis, P.E. representing Centure Design)• Construction had to be completed within one (1) Year

May 13, 1987 – Request to pipe the L-18 Canal was withdrawn (Request submitted and withdrawn by Burt Smith)

June 12, 1991 - LWDD Board of Supervisors approved the Piping of the L-18 Canal for the proposed Service Station for ~200’ east of Congress (Request made by H.P. Thompkins, Jr.)

July 17, 1991 – LWDD Board of Supervisors approved the Piping of the L-18 Canal for the Boynton Lakes Plaza (Request made by Maziar Keshavarz, P.E. & Joel Wantman, P.E.)

Agreement was recorded August 25, 1993 (ORB 7855/1329) for the gas station parcel, between LWDD, Lennar Homes, and Palm Beach County

Background

Edward Kloss – Dollar Tree; Request to install an emergency exit sidewalk within the north portion of the L-16 CanalLWDD Project No. RW-19-0356

Nicole Smith, Right-of-Way Permit Coordinator December 11, 2019

SITE

Parcel is located on the SW Quad of Lantana Road and Old Congress Avenue; the L-16 Canal is located along the south side of this parcel

LWDD had no previous ownership within parcel December 22, 1981 - At LWDD request, H&P Company conveyed a 40’

exclusive Easement Deed (ORB 3655/1972); north line of the easement is the south side of the building

August 19, 1982 - LWDD issued a Drainage Permit; Plans show proposed building at easement line

November 2019 - LWDD Inspector (J. Summers) stopped construction of a HVAC System within the L-16 Canal Right-of-Way without a permit from LWDD; they do have a permit from PBC

November 2019 - Representatives from the Dollar Tree Store contacted the District regarding the installation of an emergency exit sidewalk from the back of the building to the parking lot on the east side of the building

Dollar Store Representatives removed exiting A.C. Units from L-16 R/W and installed on the roof

Representatives have reduced the proposed encroachment from ~9’ from the building to 4’ and utilizing the door closest to the parking lot; They are requesting ~ 4’ x 25’ emergency exit sidewalk for egress only

Background

L-16 Canal

Lantana Road

Old

Con

gres

s Av

enue

Proposed Encroachment

80’ L-16 Canal R/W

4’ x ~25’

30’ Dry Ground

L-16 Canal – Looking East

L-16 Canal – Looking WestA/C Units Relocated to Top of Building

L-16 Canal – Looking West

Staff Recommendation

Approval to construct a 4’ x ~25’ emergency exit sidewalk within the north 4’ of the L-16 Canal Right-of-Way Subject to:

• Approval of Site Plan• Proof of Liability Insurance adding LWDD as an Additional

Insured• LWDD Operating Policies Application Fee

• $500.00 (Requested) Use Fee

• $20.00 x 25 L.F. = Minimum $1,500.00 per Policy Annual Fee – (Commencing 1 year after issuance)

• $4.00 x 25 L.F. = Minimum $500.00 per Policy• Adjusted every five (5) years by the compounded CPI

\\NAS02\repo1\Canals\L-16\images and videos\20190110 L-16 CRP Project 16-9945P.08 (AIROPS - GOPRO)\20190110 L-16 CRP Project 16-9945P.08 VIDEO

Surplus and Disposal Karen Hoyt, Director of FinanceDecember 11, 2019

Surplus and Disposal

Pursuant to Chapter 274, Florida Statutes, the District has the discretion to surplus property that is obsolete or the continued use of which is uneconomical, unsafe, inefficient, or which serves no useful function Staff has identified items that meets this criteria

and requests that they be declared surplus, and disposed of through the recommended disposal method

Listing of Items

Asset ID Description Original Cost Acquisition Date Recommended Disposal Method Comments Hours/Mileage

Buildings & Improvements

1 B61 A/C System, Lennox 2 Ton 6,392.00 7/31/2009 Recycling Program / Garbage

2 B61A EVAPORATOR COIL/DRAIN PAN-AHU 1,330.39 5/22/2012 Recycling Program / Garbage

3 B62 A/C - Air Handling Unit, Trane 2,321.00 3/13/2009 Recycling Program / Garbage

Machinery & Equipment

4 M-070 Tractor - John Deere, 6115M 22,282.00 9/5/2013 Online Auction Website/Trade-in Cost of repairs exceed unit value 6,273

5 T-100 2008 FORD F250 4X4 EXT CAB 30,067.00 2/1/2008 Online Auction Website/Trade-in Expected to meet criteria this year 194,773 +

6 T-101 2008 FORD F250 4X4 27,183.00 2/1/2008 Online Auction Website/Trade-in Expected to meet criteria this year 152,289 +

7 T-101A ROLL & LOCK BED COVER 1,195.00 2/11/2016 Online Auction Website/Trade-in

8 T-103 2008 FORD F250 4X4 27,183.00 2/1/2008 Online Auction Website/Trade-in Expected to meet criteria this year 171,549 +

9 T-110 2008 FORD F450 4X4 CAB&CHASSIS 34,620.00 4/4/2008 Online Auction Website/Trade-in Expected to meet criteria this year 62,713 +

10 T-112 2009 STERLING ACTERRA TRUCK 108,726.00 6/19/2008 Online Auction Website/Trade-in Expected to meet criteria this year 40,727 #

11 T-121 2011 FORD F150 4X4, PICK-UP 24,489.00 5/13/2011 Online Auction Website/Trade-in Expected to meet criteria this year 179,882 +

Office furniture, fixtures & equipment

12 07531 UHF Antenna w/ 1/2 Cable 5,948.75 10/5/2015 Damaged in Storm - Garbage

291,737.14

+ Criteria to replace: 12 years or 200,000 miles (Vehicles of 1.5 tons or less)

# Criteria to replace: 10 years and 200,000 miles (Vehicles of more than 1.5 tons)

Fiscal Year 2020 – Operating Budget

Capital Expenditures

VEHICLES:DEPARTMENT DESCRIPTION QTY COST TOTAL

Fleet / Structures Truck - Ford F150 (Replaces T-121) 1 30,000 30,000

Truck - Ford F250 (Replaces T-100, T101, T-103) 3 30,000 90,000

Truck - Ford F450 (Replaces T110) 1 40,000 40,000

Truck - Ford F450 w/custom bed (Replaces T-112) 1 60,000 60,000

6 220,000

Staff Recommendation

Declare listed items surplus and authorize disposal of items through the recommended disposal method.

Canal Rehabilitation Program Anthony LasCasas, PEDirector of Operations & MaintenanceDecember 11, 2019 – Board Meeting

In response to the hurricanes of 2004 & 2005, LWDD Board

of Supervisors authorized staff, under resolution 06-03,

“..to implement a plan of reclamation…”

Hurricane Francis

September 5, 2004; landfall on Hutchinson Island as Cat 2

Hurricane Jeanne

September 26, 2004; landfall on Hutchinson Island as Cat 2

Hurricane Wilma

October 24, 2005; landfall at Cape Romeo as Cat 3

Critical Path ProgramrenamedCanal Rehabilitation Program May 15, 2013

Critical Path Programrenamed Canal Rehabilitation Program May 15, 2013

2006 Initially estimated

27 projects / 25 miles 2015 Revised estimate to

196 projects / 150 miles 2018 Increased estimate to

224 projects / 180 miles0.00

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CRP Vegitation Removal (miles)3rd Party Contractor LWDD Crews

97.9 miles completed since October 2015 LWDD - 55.5 miles

Contractor Services - 37.3 miles

3RD Party (Developer/Govt.) - 5.1 miles

82.9 miles remaining Expected Completion of Tree Clearing Phase in early 2022

(excluding ~10 miles restricted ROW)

30.1 miles completed in past 12 months

Total Cost of Contract Services Expended or Encumbered FY20 $49,000 FY19 $1,268,906 FY18 $1,326,928 FY17 $630,785 FY16 $120,475

Canal Rehabilitation Update ‐ December 2018 –December 2019

97.9 mi 54%

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Future Work Projected completion of tree clearing phase in 2022

Approximately 10 miles of ROW with restricted or poorly defined

access

Over 4,000 unpermitted encroachments identified

Complete survey mapping of all ROW

Complete modeling efforts

Regrade, realign and re-establish permanent access and design

sections

Goal to recover District ROW and implement a permanent and sustainable maintenance program

Discussion