Coral Springs Improvement District

Agenda June 20, 2022

Coral Springs Improvement District
Est. 1970

June 13, 2022

Board of Supervisors
Coral Springs Improvement District Dear Board Members:
The regular meeting of the Board of Supervisors of the Coral Springs Improvement District will be held Monday, June 20, 2022, at 4:00 p.m. at the District Offices, 10300 NW 11th Manor, Coral Springs, Florida. To comply with CDC guidelines on social distancing due to Covid-19, members of the public can also attend via conference call by dialing 1-646-838-1601, meeting ID# 472041760# Following is the advance agenda for the meeting.

Call to Order
Approval of the Minutes of the May 16, 2022 Meeting
Audience Comments
Robert Nicholson
Financials for May 2022
Discussion of Permit Criteria Manual
Consideration of Permits
Consideration of SWM Permit 2022-4 for Addition to 8500 NW 19th Drive
Consideration of SWM Permit 2020-6 for the Eagle Trace Tennis Center – (Tabled Item)
- Glen
Consideration of Resolution 2022-6, Adopting Temporary Meter Rental Rates – David B.
Ratification of Increase to the Board Approved Contract with Andritz Separation, Inc. for Parts and Labor to Repair CSID’s Belt Filter Press by $3,775.61 (This increases the original contract amount of $27,804.09 to a final amount of $31,579.70. The increase is due to additional parts and labor required to complete unforeseen repairs not included in initial quote.) – Tom
Consideration of a Request by Staff to Purchase Spare Parts for the Wastewater Excamax Bar Screen in the Amount of $31,388.38 from Huber Technologies, Inc. as a Sole Source Supplier of the Parts – Tom
Consideration of Change Order from Trio Development Corporation for the Lift Station 8 Project (The change order reduces the original contract amount of $166,248.30 by
$24,192.32 for a final contract price of $142,055.98) - Curt
Engineer’s Report
Staff Reports
Manager – Ken Cassel
Department Reports
Operations – David McIntosh
Utilities Update – Joe Stephens
Utility Billing Customer Service Report – Dave Berringer
Water – Christian McShea
Wastewater – Tom Kedrierski

1 0 3 0 0 N W

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Agenda Board Letter
June 13, 2022
Page 2

Agenda Page 3

Stormwater – Shawn Frankenhauser
Field – Curt Dwiggins
Maintenance Report – Pedro Vasquez
Human Resources – Jan Zilmer
Motion to Accept Department Reports
Attorney
Supervisors’ Requests
Adjournment

Any supporting documents not included in the agenda package will be distributed at the meeting. If you have any questions prior to the meeting, please contact me.

Sincerely,

Kenneth Cassel/sd District Manager

cc:	District Staff
Terry Lewis Seth Behn Rick Olson Beverley Servé Stephen Bloom

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Second Order of Business

MINUTES OF MEETING CORAL SPRINGS IMPROVEMENT DISTRICT

The regular meeting of the Board of Supervisors of the Coral Springs Improvement District was held Monday, May 16, 2022, at 4:06 p.m. at the District Office at 10300 NW 11th Manor, Coral Springs, Florida.

Present and constituting a quorum were:

Martin Shank	President
Len Okyn	Vice President
Chuck Sierra	Secretary

Also present were:

Ken Cassel	District Manager
Seth Behn	District Attorney
David McIntosh	Director of Operations
Joe Stephens	Director of Utilities (Via Teams)
Ettie Schwartz	Director of Finance and Accounting
Jan Zilmer	Human Resources
Rick Olson	District Engineer
Asad Hosein	Stormwater Department (Via Teams)
Curt Dwiggins	Field Department (Via Teams)
Christian McShea	Water Department (Via Teams)
Tom Kedrierski	Wastewater Department (Via Teams)
David Berringer	Utility Billing and Customer Service
Pedro Vasquez	Maintenance Department (Via Teams)
Glen Hanks	Glen Hanks Consulting Engineers
Michael A. Halperin	Resident

The following is a summary of the discussions and actions taken.

FIRST ORDER OF BUSINESS	Call to Order
Mr. Cassel called the meeting to order at 4:06 p.m. and called the roll.

SECOND ORDER OF BUSINESS	Approval of the Minutes of the
April 18, 2022 Meeting
There being no questions or comments,

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor, the minutes of the April 18, 2022 meeting were approved.

Unapproved Minutes

FOURTH ORDER OF BUSINESS	Financials for April 2022
The financials were reviewed.

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor the April 2022 financials were approved.

FIFTH ORDER OF BUSINESS	Resolution 2022-4, Approving the
Proposed Budget and Setting the Public Hearing
There being no questions or comments,

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor Resolution 2022-4, approving the proposed general fund budget and setting the public hearing for August 15, 2022 at 4:00 p.m., was adopted.

SIXTH ORDER OF BUSINESS	Consideration of SWM Permit 2020-6
for the Eagle Trace Tennis Center (Tabled Item)
Mr. Hanks discussed the District’s Permit Criteria Manual and challenges with the West Basin for redevelopment projects.
Dr. Shank does not think these projects should be approved until the Permit Criteria Manual is updated.

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor this item was tabled until the Permit Criteria Manual is updated to address the West Basin.

THIRD ORDER OF BUSINESS	Audience Comments
Mr. Halperin addressed the Board regarding his water bill of $380. Staff requested documented updates from the agency to avoid late fees accumulated.

SEVENTH ORDER OF BUSINESS	Consideration of Change Order from
Enviro Waste Services Group, Project for Lift Station 13 Basin, Reducing the Original Contract Amount of $157,640 by $24,140 for a Final Contract Price of
$133,500

Unapproved Minutes	2

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor the change order from Enviro Waste Services Group with a decrease of $24,140 was approved.

EIGHTH ORDER OF BUSINESS	Consideration of a Contract Renewal
with Upland Software for the Provision of the File Bound Program with a 5-Year Term 7/1/2022 – 6/30/2027 for an Annual Cost of $8,232.11
Ms. Schwartz reviewed the extension to the Upland Software contract.

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor the contract renewal with Upland Software for the provision of the file bound program with a 5-year term of July 1, 2022 to June 30, 2027 was approved for an annual cost of
$8,232.11.

NINTH ORDER OF BUSINESS	Consideration of a Request by Staff to
Allow CSID to Piggyback on Contract 2021-008 between the City of Boca Raton and Harn RO Systems, Inc., Including Any Extensions, for the Provision of Cartridge Filters for Potable Water (This contract will supplement the current contract that the District has with Waco Filters)
Mr. McShea reviewed the contract with Harn RO Systems.

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor a contract with Harn RO Systems, Inc., piggybacking off the City of Boca Raton contract, for provision of cartridge filters for potable water was approved with any extensions.

TENTH ORDER OF BUSINESS	Consideration of an Extension of the
Bulk Chemical Contract with Hawkins, Inc. (The extension includes price increases, which have been agreed to by staff.)
Mr. McShea reviewed the bulk chemical contract with Hawkins.

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor the extension of the bulk chemical contract with Hawkins, Inc. was approved.

Unapproved Minutes	3

ELEVENTH ORDER OF BUSINESS	Consideration of a Quote by C3 for
Review of the Lift Stations, Potable Wells, and Network Architecture, Under the Existing Contract, to Determine Any System Vulnerabilities
Mr. Stephens reviewed the proposal from C3.

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor the quote from C3 for review of the lift stations, potable wells and network architecture to determine system vulnerabilities under the existing contract was approved at an amount not to exceed $7,000.

TWELFTH ORDER OF BUSINESS	Resolution 2022-5, Modifying and
Correcting the Number of Previously Approved Work Authorization #191 to Work Authorization #202

On MOTION by Mr. Sierra seconded by Mr. Okyn with all in favor Resolution 2022-5, modifying and correcting the number of previously approved Work Authorization #191 to Work Authorization #202, was adopted.

THIRTEENTH ORDER OF BUSINESS	Consideration of Work Authorization
#203 for Stormwater Pump Stations #1 and #2 Muffler Replacement at a Total Cost of $19,104.44
The Board reviewed Work Authorization #203. Mr. McIntosh noted these mufflers are supposed to last 35 years.

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor Work Authorization #203 for stormwater Pump Stations #1 and #2 muffler replacement at a total cost of $19,104.44 was approved.

FOURTEENTH ORDER OF BUSINESS	Engineer’s Report
Mr. Olson reviewed his status report, a copy of which was included in the agenda package.
Work Authorization #183 – the new pump is working but is getting louder. Mr. Olson is trying to resolve the issue with the manufacturer.
Work Authorization #195 – the equipment was delivered last week, and construction began today. Should be completed within two weeks.
Unapproved Minutes	4

Work Authorization #196 – the switch gear was delivered last week. They are waiting for the permit to be issued.
Work Authorization #197 – during the installation of the line stops, Mr. Dwiggins questioned how they were planning to deal with an unrestrained line. They have stopped work and over an abundance of caution have dug up the lines to make sure certain fittings are restrained. They will reinstall line stops in locations where they know the earth and geometry of the line will restrain the line. The project has been delayed by two weeks.
Work Authorization #199 – substantially complete.
He provided an update on the Atlantic Boulevard pipe break restoration project.

FIFTEENTH ORDER OF BUSINESS	Staff Reports
Manager
Number of Registered Voters – 35,167
There was discussion regarding the upcoming referendum.
Mr. Cassel will be working with Mr. Hanks on the Permit Criteria Manual.
Mr. Cassel has not heard anything from the County regarding the rights-of-way.

Department Reports
Operations – David McIntosh
Mr. McIntosh reported the following:
He spoke with Ms. Catherine Givens at the City of Coral Springs to set up a meeting on June 23, 2022 at 3:00 p.m. to provide a tour of the District’s facilities.
He received an email from a representative regarding installing a cell tower on District property. They will contact the City first to see if they have available property and if necessary, will contact the District.

Utilities Update – Joe Stephens
Mr. Stephens reported the following:
They have a meeting May 18, 2022 to review the WSO leak detection survey.
He’s been working with Emergency Management for the on-site facilities hardening of the six buildings and four lift stations with permanent generator installations under the Hurricane Sally funding source.

Unapproved Minutes	5

Utility Billing Customer Service Report – Dave Berringer
Mr. Berringer reviewed his report, a copy of which is attached hereto and made part of the public record.

Water – Christian McShea
Mr. McShea reviewed his report, a copy of which is attached hereto and made part of the public record.

Wastewater – Tom Kedrierski
Mr. Kedrierski reviewed his report, a copy of which is attached hereto and made part of the public record.

Stormwater – Asad Hosein
Mr. Hosein reviewed his report, a copy of which is attached hereto and made part of the public record.

Field – Curt Dwiggins
Mr. Dwiggins reviewed his report, a copy of which is attached hereto and made part of the public record.

Maintenance Report – Pedro Vasquez
Mr. Vasquez reviewed his report, a copy of which is attached hereto and made part of the public record.

Human Resources – Jan Zilmer
Mr. Zilmer is in the process of reviewing the employee handbook for any wording and/or policy changes.

Motion to Accept Department Reports

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor the department reports were accepted.

Attorney
Mr. Behn reviewed the following:
They reached out to the Attorney General for an opinion on the tree bank removal. The response was they would not issue an opinion that involves two
Unapproved Minutes	6

governmental entities unless both entities consent to the request for opinion. They reached out to the City and they do no consent to the request.
This does not change the District’s position that it has a statutory requirement to keep the canal banks clean.
Dr. Shanks discussed the District’s Charter, which allows the District to charge anyone discharging water into the District’s system. The City has never been charged by the District for discharging.
Mr. Behn provided an update on recent legislation passed by Governor DeSantis, which will not affect the District.

SIXTEENTH ORDER OF BUSINESS	Supervisors’ Requests
Mr. Okyn discussed preparations for hurricane season. Mr. McIntosh stated they will be having a hurricane preparation meeting.
Dr. Shank thanked everyone for their work on the Open House.
There was discussion regarding succession planning.

SEVENTEENTH ORDER OF BUSINESS	Adjournment
There being no further business,

On MOTION by Mr. Okyn seconded by Mr. Sierra with all in favor the meeting was adjourned.

Kenneth Cassel	Dr. Martin Shank
Assistant Secretary	President

Unapproved Minutes	7

Fourth Order of Business

Coral Springs

DCsl

Improvement District

CORAL SPRINGS IMPROVEMENT DISTRICT

FINANCIAL REPORTING FOR MAY 2022 BOARD OF SUPERVISORS' MEETING JUNE 20, 2022

CORAL SPRINGS IMPROVEMENT DISTRICT GENERAL FUND
SUMMARY REPORT
For the Period Ending MAY 31, 2022

ADOPTED BUDGET
FY 2021/2022	PRORATED BUDGET
THRU
5/31/2022	ACTUAL 8 MONTHS
ENDING
5/31/2022	VARIANCE
FAVORABLE (UNFAVORABLE)	

REVENUES

TOTAL EXPENDITURES		$	7,542,100		I:	1,210. 45	$	5,695,448	
TOTAL RESERVES		$	700,000	$	466.667		$	466,667	

 'T_O_TA_L_R_EV_E_N_U_ES	 EXPENDITURES & RESERVES

 II$

a,242,100 11 $	3,081,595 II $	3,092,201  I ._I  s'---	
$	6,905,793	I

1 o ,s_os .l

EXCESS REVENUES OVER (UNDER)
EXPENDITURES & RESERVES

I TOTAL EXPENDITURES & RESERVES

11 s	a,242,100 11 s	1,312,4so 11 s	1,210,345 II $	6,162,115 I

I

IFUND BALANCE BEGINNING
IFUND BALANCE ENDING	

$	1,881,8561

1$	1o.s88.32s I
1$		12,810,1a1  I	

CORAL SPRINGS IMPROVEMENT DISTRICT
WATER & SEWER FUND
SUMMARY REPORT
For the Period Ending MAY 31, 2022

ADOPTED BUDGET
FY 2021/2022	PRORATED BUDGET
THRU 5/31/2022	ACTUAL B MONTHS
ENDING 5131/2022	VARIANCE FAVORABLE
{UNFAVORABLE)	

REVENUES
._TI_O_TA_L_R_E_VE_N_U_E_S	_.I  I$ 	16,729,989  II$

EXPENDITURES

9,311,os1 11 $	10,216,654 11 $.	s_9_9.,.s..9.._1 .I

TOTAL ADMINISTRATIVE	
TOTAL PLANT	
TOTAL FIELD	
TOTAL EXPENDITURES	

 
$	2,582,880	$	1,724,398	$	1,516,651	$	207,747	
$	7,919,893	$	4,310,991	$	3,668,859	$	642,132	
$	3,124,073	$	1,658,330	$	1,477,056	$	181,274	
$	13,626,846	$	7,693,719	s	6,662,566	$	1,031,153	

I AVAILABLE FOR DEBT SERVICE	
!Total Debt Service IExcessRevenues(Expenses) INet Assets Beginning
INet Assets Ending	

Is	J,s14,oss I

I$	1,aao,s92 I

Is	1,133,396  I

I$	41,174,833 I

Is	42,gos,229 I

Sixth Order of Business

6A

June 10, 2022

Ken Cassel, Manager
Coral Springs Improvement District 10300 NW 11th Manor
Coral Springs, FL 33071

Re:	Storm Water Management review of Proposed Addition to Sholly Residence 8500 NW 19th Drive, Coral Springs

Ken:

This office reviewed materials and digital files submitted by Flynn Engineering (copies attached) supporting the storm water management permit application for the proposed addition to the Sholly residence at 8500 NW 19th Terrace. The proposed improvements consist of a 651 SF enclosed addition and 128 SF of covered breezeway between the addition and the existing residence. All of the proposed work is located on portions of the site that are above the 100- year flood for the basin.

The 2016 version, like all prior versions of the Permit Criteria Manual revision, did not cover or address lone (individual) single family construction, additions or improvements. Absent specific requirements for individual, single family projects, a no net impact approach was pursued.

The plans and details prepared by Flynn Engineering depict 779 SF of new impervious areas connecting to 32 LF of 3’H x 6’W exfiltration trench. As demonstrated in the engineer’s drainage calculations, the proposed exfiltration trench has sufficient capacity (650 CF) to offset the increased runoff resulting from 10 and 100-year, 1-day storms. For maximum effectiveness, runoff from existing impervious areas should be routed to the exfiltration trench where possible.

The proposed addition and drainage improvements do not impose any additional impacts on CSID facilities. This office recommends approval of a storm water management permit for the Sholly residence, authorizing construction of 32 LF of 3’x6’ exfiltration trench off-setting impacts from the construction of a 651 SF of enclosed addition and 128 SF of covered breezeway.

Regards,

Glen A. Hanks, P.E.

Jun 07, 2022

SHOLLY RESIDENCE - ADDITION
FES #22-1702.00

Proposed addition is 651 sf and the adjacent covered breezeway is 128 sf for a total of 779 sf. CSID East Basin
CSIS CWE= 5.0 NAVD
CSID 10 yr elevation = 9.3 NAVD CSID 100 yr elevation = 10.1 NAVD
Available Ground Storage at Max 4’ depth = 8.2” AVAILABLE STORAGE
Existing grade in the area of the addition is shown on the topo survey as 10.1 NAVD Existing grade at the property line adjacent to the addition is 9.8 NAVD.
Average exitsing grade is 9.95 NAVD

Loss of available site storage: 779 sf x 0.15 ft = 117 ft3 ADDITIONAL IMPERVIOUS AREA
8.2 in / 12 in/ft x 779 ft2 = 532 ft3

TOTAL STORAGE REQUIRED IN EXFILTRATION TRENCH

Required: 117 ft3 + 532 ft3 = 649 ft3 = 0.015 ac-ft = 0.18 ac-in

Provided: 18 ac-in in 32 lf of exfiltration trench

Page 1 of 1

SHOLLY RESIDENCE - ADDITION
FES Project No. 22-1702.00

1

E1 =	10.00	ft. NAVD	k = 8.05E-05 cfs / ft2 - ft. head (Hydraulic Conductivity)

E2 =	9.00	ft. NAVD	k2 = 8.05E-05

cfs / ft2 - ft. head (Hydraulic Conductivity)

1	2

E3 =	8.00	ft. NAVD	K = (k + k )/2	= 8.05E-05 cfs / ft2 - ft. head E4 =	7.00	ft. NAVD
E5 =	6.00	ft. NAVD
Water Table =	5.00	ft. NAVD Width (W) =	6.00	ft.
.
L =	32	lineal feet of trench provided
K = 8.05E-05 cfs / ft2 - ft. head (Hydraulic Conductivity)
DU = 3.00 ft. (Non-Saturated Trench Depth)	DU = E2 - (The Shallower of Water Table or E5) DS = 0.00 ft. (Saturated Trench Depth)	 DS = (The Shallower of Water Table or E5) - E5 H2 = 4.00 ft. (Depth to water table)	 H2 = E1 - (The Shallower of Water Table or E5) W =  6.00  ft. (Width of Trench)
Vwq =  0.18  ac-in (Volume to be treated for water quality)
%WQ =   0.50
FS =   2.00
Lwq =		FS[(%WQ)(Vwq)]	=		0.18		=	32 LF K(H2W + 2H2DU - DU2 + 2H2DS) + (0.000139)WDU		0.0031 +	0.0025

Lwq =   32   lineal feet of trench required for water quality

Vtotal = Vwq + Vqn	=	0.18	ac-in (Total Volume required to be treated for water quantity)
Vqn = Vtotal - Vwq  =	0.00	ac-in (Volume to be treated in addition to water quality for water quantity)

U

Lqn =		FS[(%WQ)(Vwq) + Vqn]	=		0.18		=	32 LF K(H2W + 2H2DU - D 2 + 2H2DS) + (0.000139)WDU		0.0031 +	0.0025

U

Lqn =	32	lineal feet of trench required for water quantity

Vadd =

[L x (K(H2W + 2H2DU - D 2 + 2H2DS) + (0.000139)WDU)] -Vwq FS

=  [	32	x ( 0.0031 +
2.00

0.0025 ) ] - 0.18

Vadd =	0.00	ac-in (Volume provided in addition to Vwq)

Flynn Engineering Services, P.A. 241 Commercial Boulevard Lauderdale By The Sea, FL 33308

V = Vwq + Vadd =	0.18	acre-inches treated (Total volume treated)
=	0.015	acre-feet treated

(954) 522-1004	Prepared: 6/7/2022

19th	DRJ

LEGEND:
@	PROPOSED ELEVATION (NAVD)
EXISTING ELEVATION (NAVD)

PROPOSED CATCH BASIN PROPOSED PLUG

Agenda Page 21

-w-
-FM -

I

TEE

DRAINAGE PLAN

WATER METER

DOUBLE DETECTOR CHECK W/ WAFER CHECK VALVE ON DOWNSTREAM SIDE
REDUCED PRESSURE BACKFLOW PREVENTOR
DIRECTIONAL FLOW ARROW AND GRAVITY SEv\/ER

8500 NW 19TH DRIVE CORAL SPRINGS, FLORIDA 33071

PROPOSED MANHOLE WATER MAIN

SHOLLY RESIDENCE

SANITARY FORCE MAIN VALVE
FIRE HYDRANT
SIAMESE CONNECTION CLEANOUT
EDGE OF PROPOSED PAVEMENT (ASPHALT)

\	DIRECTION OF SURFACE DRAINAGE
---0	SAMPLE POINT
--W--  EXIST. WATER MAIN

-x-x-x-

EXIST. UTILITY LINE TO BE REMOVED

GENERAL NOTES:

....

....

............... ....

....

YD#1 RIM=10.0

--CAST IRON GRATE

0

INLET AND OUTLET ADAPTORS AVAILABLE 4' THRU 15'

VARIOUS TYPES OF OUTLETS
WITH VATERTIGHT ADAPTORS FOR: SDR-35 SEWER,
CORRUGATED POLYETHYLENE,

•CD

(1)

f
ADAPTORS CAN BE

m•	--. 

C

J
''
0•

•

llE(2) MAXIMUM RECOMMENDED

ALL CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE CITY OF CORAL SPRINGS AND CORAL SPRINGS IMPROVEMENT DISTRICT.

NORTH

PRIOR TO CONSTRUCTION, THE CONTRACTOR SHALL CALL 811 AS REQUIRED FOR NOTIFICATION TO ALL UTILITY COMPANIES WITH FACILITIES IN THE AREA.

THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO SAFEGUARD ALL EXISTING STRUCTURES, UTILITIES, AND SURVEY MARKERS.

MAXIMUM GRASS SLOPES SHALL NOT EXCEED 4: 1.
SEE ARCHITECTURAL PLAN A-1 AS PREPARED BY SCOTT D. DYER ARCHITECT FOR SITE INFORMATION.

....

...............

....

............... ....

....

............... .... ....

INV=7.0 FIELD AD AS NEC

SCHEDULE 40 DVV, CORRUGATED PVC, RIBBED PVC

MOUNTED ON ANY ANGLE
o• TO 359•_

YARD DRAIN DETAIL
N.T.S.

OVERALL HEIGHT 10'	C

SURVEY INFORMATION BASED ON SURVEY COMPLETED BY EXACTA LAND SURVEYORS, LLC.

ELEVATIONS SHOWN ARE NAVO 88 .

FLOOD ZONE "X" ON FIRM
MAP #120033, DATED 08/18/14.

CISID EAST BASIN MINIMUM FINISHED FLOOR ELEVATION = 10.5 NAVO

CISID EAST BASIN CONTROL WATER ELEVATION = 5.0 NAVO

CISID EAST BASIN 10 YEAR ELEVATION = 9.3 NAVO

CISID EAST BASIN 100 YEAR ELEVATION = 10.1 NAVO

Phase:
PERMIT DOCUMENTS

FILTER FABRIC ON BOTTOM AND
BOTH SIDES, OVERLAP ON TOP 2' MIN. CONFORM TO
FOOT #985

3/4" WASHED ROCK--

SELECT
BACKFI

12" DIA.
+
PHOPE

ELEV=9.0

ELEV=8.0

ELEV=7.0

BACKFILL (VARIES)

12" PIPE COVER

12" DIA. PERF. HOPE

12" MIN. PIPE BED

r,CALL 48

HOURS BEFORE YOU

DIG IN FLORIDA r,

.c:>-rLJl'v"I
F'-'E3/

 WET  SEASON	 '7I
WATER TABLE=S.O NAVO

c	ELEV=6.0
--	UNDISTURBED SOIL

6'

GRADING SHOWN UTILIZES N.A.V.D. 88

I
T

N.G.V.D. 29

Jun 07, 2022

EXFILTRATION TRENCH DETAIL
N.T.S.

IT'S THE LAW!.-·
811
\_: SUNSHINE STATE ONE CALL OF FLORIDA, INC.:'.'.) \_:

N.A.V.D. 88
N.A.V.D. 88	N.G.V.O. 29 - 1.5'
N.G.V.D. 29 = N.A.V.D. 88 + 1.5'

:'.'.)

6B.

April 12, 2022

Ken Cassel, Manager
Coral Springs Improvement District 10300 NW 11th Manor
Coral Springs, FL 33071

RE:	Recommendation for storm water management and variance approval
for the construction of new, stand-alone 3,717 SF recreation building and associated parking and recreational amenities on a 4.69 AC site
CR 2020-6	
	Coral Springs, FL 33071	
Ken:		

This office reviewed updated materials prepared by Stantec Engineering and submitted on March 31, 2022 for the construction of a new 3,717 SF stand-alone recreation building, additional parking utilizing permeable concrete pavers, modifications to the exiting parking lot and relocation of an existing playground area on a 4.69 acre parcel. Drainage from the proposed project is collected in inlets and routed through existing and proposed drainage system, discharging to the L207 canal in two locations.

Background
This project involves the redevelopment of a 4.69 AC parcel presently improved with tennis courts, a small building, parking and a playground. The parcel was assigned a low-density residential land use for the original drainage calculations for the CSID west basin. Historical aerial photos depict construction on this parcel in April of 1987. The 1990 aerial reveals conditions approximating those existing today and consisting of 11 tennis courts, one building and associated parking on this site. Drainage presently operates by the collection of runoff from parking and impervious areas with conveyance to the CSID canal system.

Existing Requirements and Compliance	
	Required	Provided	Compliance	
Impervious Area	25% max	42%	No	
Water	Quality
Treatment	1.05”	and	½”	dry
pretreatment	1” in CSID system	No	
Storage	@	10-year flood elevation	0.234 AF + 0.42 AF for excess impervious	.035 AF	No	
Storage @ 100-year
flood elevation	1.45 AF + 0.42 AF for
excess impervious	1.906	Complies	
PRB	Prior to discharge	None	No	

Project
The proposed project involves the construction of a new 3,717 SF stand-alone recreation building, additional parking utilizing permeable concrete pavers, relocation of an existing playground area, along with modifications to the drainage system to provide dry pretreatment for vehicular use areas and accommodate changes to the exiting parking lot. Drainage modifications include:
Construction of dry detention areas providing water quality treatment and increased storage
Installation of a control structure causing all storm water flows from vehicular use areas to be routed through dry pretreatment facilities.
Installation of a pollution retardant device prior to outfall for all portions of the drainage system serving vehicular use areas. T
Utilization of permeable interlocking concrete pavers providing 0.02 AF of storage in the aggregate base while providing for percolation.

PCM Requirements and Compliance of Proposed	
	Required	Provided	Compliance	
Impervious Area	25% max	51%	No	
Dry pretreatment	½”	½” over vehicular use
areas	Variance Required	
Onsite Water Quality Treatment	Greater of 0.28” over site (=4667 CF total)	2,613 CF in dry retention providing 5226 CF of equivalent
treatment	Complies	
Storage	@	10-year flood elevation	0.234 AF + 0.66 AF for excess impervious	0.323 AF	Variance Required	
Storage @ 100-year flood elevation	1.45 AF + 0.66 AF for excess impervious	2.11	AF	(2.089
+0.02AF in  base  of
permeable pavers)	Variance Required	
PRB	Prior to discharge	Prior to discharge for drainage	system
serving VUA	Complies	

Assessment
This project provides the required water quality treatment and storage at the 100-year flood elevation. Variances to allow dry pretreatment to be provided only for vehicular use areas and accept less storage than required at the 10 and 100-year flood elevations. The retroactive installation of PRBs is required only on those portions of the drainage system serving vehicular

use areas. Runoff from tennis courts, walks, buildings, and landscaped areas are not required to pass through a pollution retardant device at this time.

Regards,

Glen A. Hanks, P.E.

cc	Ken Cassel, Manager – CSID Joe Stephens – CSID
Shawn Frankenhauser – CSID
Najla Zerrouki P.E. – City of Coral Springs.

Comparison of Impacts to District Facilities: Existing – Proposed
	Existing	Proposed	Impact	
Dry Pretreatment	None	½” for VUAs	Reduced	pollution
loading	
Water Quality Treatment	Backbone	system only.		Slight
deficiency	0.055 AF	Improved	water Quality	
Surface Runoff from 10-
year Storm	2.13 AF	2.38 AF	0.25 AF increase	
Surface Storage @ 10-
year flood elevation	0.035 AF	0.323 AF	Increased storage at
10-year flood	
10 year runoff to CSID system	2.095 AF	2.057	Reduced discharges to CSID system for 10-year storm	
Surface storage @ 100-
year flood elevation	1.906 AF	2.089 AF	Increased storage for
100-year storm	
PRB	None	Prior to outfall	Reduced	discharge
of contaminants.	

Comparison of Impacts to District Facilities: Existing - Proposed

	Existing	Proposed	Impact	
Dry Pretreatment	None	½” for VUAs	Reduced	pollution
loading	
Water Quality Treatment	Backbone	system only.		Slight
deficiency	0.055 AF	Improved	water Quality	
Surface Runoff from 10- year Storm	2.13 AF	2.38 AF	0.25 AF increase	
Surface Storage @ 10-
year flood elevation	0.035 AF	0.323 AF	Increased storage at
10-year flood	
10 year runoff to CSID system	2.095 AF	2.057	Reduced discharges to CSID system for 10-year storm	
Surface storage @ 100- year flood elevation	1.906 AF	2.11 AF	Increased storage for 100-year storm	
PRB	None	Prior to outfall	Reduced	discharge of		floating
contaminants .	

Stage Storage Calculations (Post Development)

Project: Eagle Trace	Designed By:	SMB
Date:	Reviewed By:

Stage/Storage Land Use	
Land Use	Area			Elevation	
	(sq.ft.)	(Ac)		Min. (ft)	Max. (ft)	
Asphalt/Concrete	102,091		2.34	8.3	11	
Open Space	87,422		2.01	7.80	11	
Roof	5,200		0.12	11	11	
Dry Det. Bottom	2,700		0.06	7	10	
Dry Det Slopes	6,883		0.16	7	10	
204,296	4.69
Roof area is excluded from stage/storage comps

Stage

Dry Detention		Dry Slopes	Detention

Impervious	Pervious	Total Storage

(Ft NAVD)	(ac-ft)	(ac-ft)	(ac-ft)	(ac-ft)	(ac-ft)
(L)	(V)	(L)	(L)

7		0.000		-	0.000	
7.69	0.01	0.043			0.055	
8	0.03	0.062		0.01	0.101	
8.5	0.06	0.093	0.017	0.15	0.323	
9	0.11	0.124	0.213	0.45	0.894	
9.5	0.16	0.155	0.625	0.91	1.851	
9.6	0.18	0.161	0.733	1.02	2.089	
10	0.24	0.186	1.254	1.52	3.195	
10.5	0.316	0.217	2.101	2.29	4.920	
11	0.395	0.248	3.164	3.21	7.018	

Water Quality Volume Calculations	
Project: Eagle Trace
Date:	1/27/2022	Designed By: Reviewed By:	SMB JC	

Notes:			

Water Quality criteria states that drainage management system must treat the higher of the first inch of runoff from the site or 2.5 inches times the percent impervious. Studies have shown that the first inch (1”) contains nearly 100% of all stormwater pollutants.

Drainage Area =	4.69	Acres	
Impervious Area =	2.34	Acres	
Pervious Area =	2.23	Acres	
Lake/Pond Area =	0.00	Acres	
Roof Area=	0.12	Acres	

Required Water Quality Volume

1-  First Inch of Runoff =	Drainage Area X 1" =	4.69 Ac. In.	

2- 2.5" x % Imperviousness =	=	0.391 Ac. ft.	

Site area for water quality pervious/impervious calculations only:
= Total project - (water surface + roof) =		4.57  Acres

Impervious area for water quality pervious/impervious:
= (Site area for water quality pervious/impervious) - Pervious Area
= 	2.34  Acres

Percentage of Imperviousness for water quality:
= (Impervious area for water quality/Site area for water quality) x 100%
= 	51%  Impervious

For 2.5 inches times the percentage impervious:
=	2.5 x 0.512035
= 	1.28  inches to be treated

Compute volume required for water quality
= inches to be treated x (total site - lakes)

0.500 >	0.39	Ac.ft.

=	0.500 Ac.ft.

Pretreatment Volume = 0.5 in x 0.61 Ac (vehicular use area) x (1 ft/12in) =	0.026	Ac.ft.

CSID requires Water quality treatment amounting to the greater of water quality treatment for the entire 4.69 AC site less the 1 inch provided in the backbone system, or ½” of dry pretreatment for vehicular use areas is required. (Required Quality Detention Volume)
Required WQV =

0.109

0.500	-	0.391	=	Ac.ft.

According to the CSID PERMIT CRITERIA MANUAL (Basin Criteria-pg18), if dry detention is used then 50% of the volume must be provided.

0.055	Ac.ft.

The required Water Quality Detention Volume =	0.109 / 2 =

April 12, 2022

Ken Cassel, Manager
Coral Springs Improvement District 10300 NW 11th Manor
Coral Springs, FL 33071

RE:	Recommendation for approval of variance
for the construction of new, stand-alone 3,717 SF recreation building and associated parking and recreational amenities on a 4.69 AC site
CR 2020-6
Coral Springs, FL 33071

Summary
The owner of the Eagle Trace Tennis Center, Eagle Trace Community Association Inc., submitted an application, requesting the Coral Springs Improvement District accept or allow: 52.5% impervious coverage, where 25% was originally anticipated; accept 0.323 AF of storage at the 10-year flood elevation where 0.90 AF is required; accept 2.11 AF of total storage (0.02 AF in permeable paver base and 2.09 AF of surface storage) where surface storage is specified in CSID standards; and allow pretreatment requirements to apply to vehicular use areas rather than the entire site.

Background
The Eagle Trace Tennis Center was built in the late 1980’s and is located at the NW corner of Eagle Trace Boulevard and Lakeview Drive. The project currently discharges to the L-206 canal to the north side of the property. When originally built, the tennis center exceeded the impervious percentage accommodated in the underlying master permit for CSID and failed to provide the basin required storage at the 10 and 100-year elevations. The tennis center relied on the CSID system for water quality treatment.

Requirements
The Permit Criteria Manual requires
Water quality treatment in excess of the 1” provided in the CSID system must be provided on-site
0.234 AF (0.05 AF/AC) of storage at the 10-year flood elevation to meet basin criteria
0.66 AF of additional storage at the 10-year flood stage to off-set increased storm water runoff from impervious areas exceeding those accommodated in the design of CSID’s master system. This additional storage is to be provided at the 10 and 100-year flood elevations.

2.11 AF of storage (basin requirement plus compensation for excess impervious areas) at the 100-year flood elevation.
Dry pretreatment
Pollution retardant baffles
Variance Requested
The applicant is requesting a variance from District Storm Water Management Criteria, accepting 0.323 AF of storage at the 10-year flood elevation where 0.9 AF is required, allowing storage within the pervious paver aggregate base to count towards surface storage requirements, and allowing dry pretreatment requirements to only apply to vehicular use areas.

Evaluation of Variance
The applicant demonstrated compliance with the following general criteria for Variances:
The owner/developer would encounter difficulties complying with the criteria. The existing site exceeds impervious area allowances and fails to provide the required storage at the 10 and 100-year flood elevations. The drainage modifications associated with the proposed 10% increase in impervious area increase the amount of storage provided at the 10-year flood eight fold (800%), reduce discharges to the CSID system for the 10-year storm (compared to existing). The permeable pavers incorporated into the project provides storage below ground but above the 100-year flood. The design provides reasonable assurances that this storage is utilized and may be counted towards the required storage at the 100-year flood elevation. To comply with storage requirements at the 10 year flood elevation considerable portions of the existing facility would need to be demolished and converted into retention areas.
The relaxation of criterial requested would not harm or interfere with the rights of others. The project presented reduces drainage impacts (quantity and quality) to CSID facilities. The incorporation of permeable interlocking concrete pavers to help meet storage requirements for the 100-year storm is innovative and provides a concrete example of alternative means of complying with CSID criteria.
Relaxing the storage and treatment criteria for this project provides immediate benefit to the community by reducing discharges to the CSID system while improving the quality of water being discharged.
The community will benefit from CSID granting the requested variances by expanding recreation opportunities for residents of Eagle Trace while improving the quality of storm water discharged to CSID while simultaneously improving the quality of discharged storm water.

Recommendation
The variance request meets the criteria for waiving District Criteria and results in a positive impact to this District and the community in general. As an aside, the survey did not clearly depict the locations of existing trees. Review of recent aerial photos indicates there may be existing shade trees on the right of way line or within CSID right of way. The location of these trees does not warrant removal at this time.

We recommend the board grant the following subject to the attached conditions
Accept the construction of 0.288 AF of storage at the 10 year flood elevation as a reasonable and appropriate increase in the amount of storage provided at the 10-year flood elevation
Allow pretreatment requirements to apply to vehicular use areas only.
Allow storage within the permeable paver base and above the 100- year flood elevation to count towards meeting the required storage at the 100-year flood elevation.
Allow existing native trees to remain within the canal right of way adjacent to this project.

Respectfully,

Glen A. Hanks, P.E.

Conditions of Approval
The relaxation of District Criteria is temporary only. Subsequent modifications to this site are subject to approval by the Coral Springs Improvement District and may require additional improvements to the storm water management system.
Permeable concrete pavers must be maintained to ensure long-term performance. Perform periodic maintenance consistent with industry standards for permeable concrete pavers.
The use of sealants on permeable pavers is prohibited.
Native existing native trees within the adjacent CSID right of way may remain provided the owner maintain these trees, promptly clearing or removing downed trees, limbs and debris. Non-native trees shall be removed at the owner’s expense.
Applicant shall prune remaining trees on a regular basis using a certified arborist, ensuring the clearances depicted on the attached exhibit are maintained.
Future plantings in CSID right of way other than grass and ground cover are prohibited.
The owner agrees to hold the District harmless from damages associated with the trees remaining in the right of way by executing a hold harmless agreement in a form acceptable to CSID’s attorney.
Applicant shall reimburse the District for
any repairs to District facilities caused by components covered in this variance
the cost of any pruning or removal of trees from within the right of way if required.
Permits for the removal of any trees are the responsibility of the owner.

Agenda Page 34

PARKING ANALYSIS - EAGLE TRACE	
Use	ft^2	Quantity	Total ft^2	Space/ft^2	Parking Spaces	
Proposed Building						
Break Room/Kitchen	92	1	92	200	0.46	
Foyer	785	1	785	0	0	
Gym	861	1	861	200	4.31	
Restrooms	423	1	423	0	0	
Mechanical	78	1	78	0	0	
Meeting Room	1217	1	1217	200	6.09	
Storage	260	1	260	0	0	
	
Existing Building						
Office	500	1	500	200	2.5	
Bathrooms	500	1	500	0	0	
storage	26	1	26	0	0	

Use	Spaces per	
Quantity	Patrons Total	
Spaces/Court	
Parking Spaces	
						
Existing Tennis Courts	5	5		5	25	
Existing Basketball Courts	5	2		5	10	

RECREATIONAL DESIGN & CONSTRUCTION, INC.
3990 N. Powerline Rd.

	TOTAL	=	48.35	
Existing Onsite Parking	49				
Onsite Parking Lost	-2				
Onsite Parking Added North		8				
Parking Provided	55				
Parking Needed By Code	49				
Deficit/Surplus	6				

Fort Lauderdale, Fl, 33309 USA
T: 954.566.3885
F: 954.566.3335
W:DCDesignbuild.com

BICYCLE PARKING CALCULATION	
Use	Total	
Vehicle Parking Spaces	55	
Bicycle Parking Spaces Required = (1/40 Bicyle Per Vechicle)	

1.3750	
	
TOTALS	
		
BICYCLE PARKING REQUIRED	
2	
PROVIDED	12	

PROPOSED IMPERVIOUS AREA TABLE	
Item	Total Area (acres)	

Pavement	

.09	

Building	

.11	
Sidewalks	.23	
Planter	.02	
Playground	.04	
Tennis Courts (Existing)	.31	
	
TOTALS	
		
TOTAL PROPOSED IMPERVIOUS AREA	
.80	

≥

≥

˃

FL PE # 46575 JEFFREY S. CREWS

No.

Description

Date

RECREATIONAL COMMUNITY CENTER
SITE DATA TABLE
Project number	018-484

11/21/2019 12:23:30 PM

Date	1/12/2022
Drawn by	SMB
Checked by	JSC
C-00
Scale	AS SHOWN

Agenda Page 35

SUMMARY OF DRAINAGE STRUCTURES

NUMBER

STRUCTURE	STRUCTURE TYPE	FRAME .t GRA TE
IIH-1  4' B Tp "'P., - llanho/e ct Inlet structure Bottom USF 4 8

STRUCTURE

CB-1		R..tangular r,,,. ·c· - mi.t Slltlctutw		IJSF 4155-6212 CB-2	Rectangular T,,,- •c• - Inlet structure	USF 4155-6212 CB-3	 R«:langular r,,,. ·c· - mi.t Slltlctutw	 IJSF 4155-6212 CB-4	Rectangular T,r,. •c• - Inlet structure	USF 4155-6212 CCN1ROI.  3'6" X 8' -  Box SUuclutw (S.. Del<JI ShHI) USF 420-8

20'	1o·	o·	20-
1-1--•1

ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATLM OF 1988 (NAVD88)

NOTE:

CONTRACTOR SHALL CLEAN ENTIRE EXISTING DRAINAGE SYSTEM PRIOR TO FINAL COMPLETION AND RECERTIFY THE SYSTEM TO CORAL SPRINGS IMPROVEMENT DISTRICT.

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800 Fairway Dr, Suite 195
Deerfield Beach, FL 33441 Voice: 954.481.2812 Fax 954.481.2818
www.stantec.com

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8/23/21
3/2/22

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Agenda Page 36

20'	10'	O'	20'
I	I	I

ALL ELEVATIONS ARE BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88)

NOTE:
' co	CONTRACTOR SHALL CLEAN ENTIRE EXISTING DRAINAGE
RB (	SYSTEM PRIOR TO FINAL COMPLETION AND RECERTIFY THE SYSTEM TO CORAL SPRINGS IMPROVEMENT DISTRICT.

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F.F. ELEV.:
10.50'	)

PLTR.	PLTR.
CVRD.
ENTRY
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8.1'
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Deerfield Beach, FL 33441 Voice:954.481.2812 Fax 954.481.2818
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Agenda Page 37

RECREATIONAL DESIGN & CONSTRUCTION, INC.
3990 N. Powerline Rd.
Fort Lauderdale, Fl, 33309 USA
T: 954.566.3885
F: 954.566.3335
W:DCDesignbuild.com

FL PE # 46575 JEFFREY S. CREWS

No.

Description

Date

RECREATIONAL COMMUNITY CENTER

DETAILS

Project number	018-484

11/21/2019 12:23:30 PM

Date	1/12/2022
Drawn by	SMB
Checked by	JSC
C-07
Scale	AS SHOWN

Seventh Order of Business

RESOLUTION 2022-6

A RESOLUTION OF THE CORAL SPRINGS IMPROVEMENT DISTRICT ESTABLISHING A POLICY FOR TEMPORARY METER RENTAL RATES; AND PROVIDING FOR ENFORCEMENT OF THIS POLICY

WHEREAS, the Coral Springs Improvement District (the ‘District’) is a special purpose, local government created pursuant to Chapter 298, Florida Statutes, and special act of the Florida Legislature: and

WHEREAS, the District provides comprehensive water management services including flood control, stormwater management, potable water, wastewater and sewer services for all residents and property owners located within the boundaries of the District; and

WHEREAS, the District provides temporary hydrant meter rentals; and

WHEREAS, the District wishes to adopt fees associated with temporary hydrant meter rentals as outlined in ‘Exhibit A’;

NOW THEREFORE, BE IT RESOLVED BY THE BOARD OF SUPERVISORS OF THE CORAL SPRINGS IMPROVEMENT DISTRICT THAT:

Section 1.  A general policy is hereby established to charge rental fees associated with temporary hydrant meter rentals as outlined in ‘Exhibit A’.

Section 2.	District staff is authorized to enforce temporary hydrant meter rental fees.

PASSED AND ADOPTED by the Board of Supervisors of the Coral Springs Improvement District this 20th day of June 2022.

CORAL SPRINGS IMPROVEMENT DISTRICT

Dr. Martin Shank, President ATTEST:

Kenneth G. Cassel, Assistant Secretary

Exhibit A	Agenda Page 40

CSID Temporary Hydrant Meter Rental Rates

The following charges are for the rental of a temporary hydrant meter with backflow preventer:

Application Fee - $50 (non-refundable)
Security Deposit- 1” meter ($600)
1 ½” meter ($1100) 2” meter ($1500)
Base Charge (Monthly) - $25 (in addition to water consumption)
Water Consumption- charged at the current irrigation rates, sewer charges are excluded.

The security deposit covers the cost of the Temporary Hydrant Meter & the attached backflow preventer at their current rates at the time of rental. Deposit subject to change.
**If Meters or backflow preventers are returned damaged or not in working condition, deposit will be forfeited**

IMPORTANT CSID DISCLOSURES:

Temporary Hydrant Meters & attached backflow preventers (when applicable) will be issued/rented for the purpose of new building construction and/or maintenance projects. Temporary Hydrant Meters & attached backflow preventers (when applicable) can only be connected when both following conditions are met:
Fire Hydrant is located within the 33071-service area (this excludes all other water utility providers within the entire city of Coral Springs); and
Fire Hydrant is the property of CSID (Coral Springs Improvement District). Applicant can call customer service at 954-753-0380 for boundary clarification or see boundary map included.
Rental Application is valid for one (1) Temporary Hydrant Meter and attached backflow preventers (when applicable) for a six (6) months rental period only. At the end of each of the six (6) month period the Temporary Hydrant Meter & attached backflow preventers (when applicable) must be returned clean and in good operating condition. The applicant can then reapply for a new rental agreement.
Temporary Hydrant Meter rental applications along with the $50.00 application fee can be submitted in person to CSID: 10300 N.W 11th Manor Coral Springs, FL 33071 from Mon-Thurs 7:30am-5:30pm and Fri 8:00am-5:00pm. Rental applications will not be processed until the application fees have been paid.
Rentals agreements are generated with the understanding that in the event of any equipment lost or stolen, the applicant will reimburse CSID for the cost of the Temporary Hydrant Meter & the attached backflow preventers at their current rates at the time of the occurrence.
Damaged, parts missing, or breaks (from misuse or improper care) will be the responsibility of the applicant and repair costs will be deducted from the applicant’s security deposit at the current rates at the time of the occurrence. Upon discontinuance of service, the return of the Temporary Hydrant Meter along with attached backflow preventers (when applicable) and the proper charges are applied, CSID agrees to refund less any amount due. The balance of the security deposit, after all charges and water consumption have been satisfied, will be refunded to the applicant indicated on the rental application.
The CSID rental rate structure anticipates all equipment being returned clean and in functional condition or additional charges will be assessed.
The applicant is responsible for the Temporary Hydrant Meter condition and for monthly base fees of ($25.00) and the monthly water consumption payments. A monthly bill will be sent to the applicant’s address indicated on the rental application. Failure to provide payments in timely manner will result in water account termination and the return of the Temporary Hydrant Meter to CSID.
By the 15th of each month, the applicant is responsible to provide a photograph of the water meter reading from the Temporary Hydrant Meter to CSID customer service at billing@csidfl.org. Failure to email readings will result in charge of $50.00 per monthly occurrence.
Temporary Hydrant Meters & attached backflow preventers (when applicable) are the property of CSID. The applicant agrees to use them safely and only in the manner for which it is intended to be used. Failure to properly operate the Temporary Hydrant Meter or attached backflow preventer (when applicable) will result in immediate confiscation.
CSID reserves a right to randomly inspect the Temporary Hydrant Meter at the assigned location. Failure to provide an access upon demand will result in confiscation.
	The Temporary Hydrant Meter & attached backflow preventer (when applicable) must be always installed on a CSID fire hydrant during the process of receiving water, if it is found otherwise, the meter will be required to be returned, the water account will be terminated, and applicant will forfeit the security deposit.
	Failure to return the Temporary Hydrant Meter & attached backflow preventer (when applicable) after the six (6) months rental period will result in confiscation and forfeiture of the deposit will apply.

In the event of theft with the issued Temporary Hydrant Meter & attached backflow preventer (when applicable), a police report needs to be filed with the City of Coral Springs Police Department. Applicant shall notify CSID in writing and provide a copy of the police report to halt the monthly billing on the meter. Applicant will forfeit the security deposit if a replacement meter is needed, and an additional security deposit will have to be paid. The current account balance must be paid up to date prior to the new rental issuance.

**Utility theft currently is a first-degree misdemeanor under Florida State Law. Florida Statue Chapter 812.14.**

Eighth Order of Business

.Andritz Separation Inc. agrees to provide Coral Springs Improvement District the opportunity to ptovide .OEM parts and service for Andritz Belt press, per quote 20791.443 fuoher agrees that will also comply with the requirements ,below in the administration of this contract with the Coral Springs Improvement District. Further Andritz Separation Inc agrees that it is our obligation to obtain affidavits from any-subcontractors to ensure that the subs are in compliance wit·hE-Verify.

The CONTRACTOR and its subcontractors warrant compliance with.all federal immigration laws and
regul ti s that relate-to their employees. The CONTRACTOR agrees and aclmowledges-that the
O R	is a public employer subjecno the_E-V pfy requirements as set forth in Sectio 448.095, Florida Statutes, and that the provisions of s·ection 448.Q95, Flc;>rida S tutes apply to·tltls Agre ment. If the OWNER has a good faith belief that the CONTRACTOR has knowingly hired, recruited or refern;d an alien who is not_ authorized to-work.by the imnµgration laws or 'the Attorney General oftheUnited States for employme;:nt up.der this Agteem Iit, the OWNER shall teTQ1inate this Agreement If the· OWNER.has·-a,good faith belief that a subcontractor performing work under this Agreement knowingly hired, recruited or referred an alien who is·not duly authorized to work by the imm1gration laws.or the Attorney General of the:United St te for employment under this Agreement, the OWNER shall promptly notify the CONTRACTOR and order the CONTRAC'FORto immediately terminate the contract with the subcontractor; The CONTRACTOR shall be liabie .for any adaitional costs incurred by the OWNER as a result of the termination of a contract based on CONTRACTOR,S failure to comply with E-Verify requirements evidenced liereiJi·.

IF THE CONT.RACTOR HAS ANY QUESTIONS1 REGARDING THE APPLICATION OF CHAPTER 1-19, FLORIDA STATUTES· TO THE CONTRACTORS DUTY TO PROVIDE PUBLIC RECORDS RELATING TO THIS CONTRACT, THE CONTRACTOR.SHOULD CONTACT THE CUSTODIAN O.F P,UBLIC RECORDS AT
Sandra Demarco
21'0 N·..university Drive, Suite 702 Cora-l$pthigs, FL 33071
(0) 954.603.0033, Ext. 40532
'Email: p._.blicRecords@infram_ark-.com

Title: VP Operations

09/21/2021
Date

ANORl'R Separallon Inc._ 1010 commeidll BM!. Sau111
Mngion, TX76001 USA
Tel:•1 (8171.tSS-5811
Fox: •1°(81'7)4aa.SD81

·	Date
Ramltto: A.I\ZJRITZ Sepa,a on lnr:.
Oept0312

o,aas.

P.O. B 120312 n:15312 312
F.l!llal Tu 10 Nun,ber. S0-3773,183

Attachment" Page 1 cif 1
W11e lnalnlclians:
ea	Bank Flnlarnl PLC
NewVoril8ianch° SWIFT: NDEAUS3N Acc:Cullt 88711433001
/l.8A:.026010786

QUOTATION

Customer. 118077"
Coral Springs Improvement District 10300 NW 11Th Manor Coral Springs FL 33071

Supplier:
Contact: Phone: Fax:
E-mail:

Andritz Separation.Inc. Candace Holland
+1817419 4444
+18173756444
candace.holland@andritz.com

Contact: Fax: Copy to:
Your inquiry:

Thomas Kedr1erski
+19547574850

email RFQ

Date:

Sales
Responsible:

09/10/2021

MARKERT, LUKE

Our quote no:	20791443

Dear Thomas Kedrierski,

The delivery dates and price in Suppliers quotations dated 6ll/21, afthough,represented as firm, were calculated based on sourcing and manufacturing-certain components in areas .affected by restrictions resulting from the COVID-19 break out and on information existing prior to the implementation of these restrictions.

Unfortunately, the unforeseen outbreak, spread and consequences of COVID-19, including governmental and other restrictions being put in place to mitigate its-spread, will have an impact on the delivery time and price related to the components sourced from such countries. As such, Supplier's quoted delivery times and price will-need to be adjusted once Supplier has better information with respect to the full impact of the coronavirus and related restrictions and when normal sourcing, manufacturing, personnel travel and transportation activities in or t◊ tt,e affected areas will re·sume. Supplier wlll update Purchaser as soon as more Information is available and will submit a revised quotation/proposal·with·firm delivery dates and price as.soon as commercially practicable.

Andritz reserves its right and shall be entitled to a just its quoted delivery dates _and/or: price in order to reflect these impacts. Nothing in the qti"otafions, or in any contractual doct,tmeotation based upon the quotations.shall be construed as a waiver of this right.

Scope of supply

For400319879 Heavy Duty Belt Press Model: Heavy Duty Belt Press SMX 2,0 Serial number: 0328
OLD JOB 1325

Should you choose to place an order, please provide the following information:

Shipping Address for Delivery

ANORITZ Separation Inc. 1010 Commerdar Blvd. Sou1h Arlinglon, TX 76001 USA
Tel:+1(817)465-5611
F ·•1 (817) 488ti3!61

Remit to:
ANDRll'Z Separation Inc.
Dept:0312
P.O. SOJC 120312
oanas, TX 75312-0312
Federal Tax ID Number: s-3n3463

Page 1 of6
WU9 lnstructlons: Ncn:laa BankAbp New York Branch SWIFT: NOE:AUS3N
Account: 8879433001
ADA: OZll0107C6

Our quote•.no:	207914.43.

Billing Address for Invoice	.
Shipping Terms: If a specific carrier is preferred, please list as FCA, Origin Collect with preferred carrier. Otherwise, list as FCA, Origin Prepaid & Add.
Reference this quote r,.umber.

Freight is excluded.

Products will be ready to ship in 5-6 weeks from receipt of approved purchase order.

*f!ANDRITZ HAS A $250 USD MINIMUM.ORDER AMOUNT EFFECTIVE IMMEDIATELY­

Please note urrency is in US Dollars
Andritz Inc Standard T rms & Conditions apply
Returned-goods.require pre approval and are subject to restocking and inspection fees.

Item	Product	iD No.	S/Vr	Quantity	Unit	Unit Price	Amount	
10	WEAR 'STRIP , EXTRUDED,

88"LG	131408677		61	PC	52.00	3,172.00	
2D	SPRAY NOZZLE	131:410772		42	PC	17.13	719.46	
30	FLAT GASKET	131410782		42	PC	0.77	32.34	
40	BRUSH	131410779		2	PC	1,129.65	2,259.30	
50	PRESS BELT	131410890		1	PC	2,097.12	2,097.12	
60	FIELD SERVICE	100031977		1	EA	7,420.00	7.420.00	
	Andritz Job #1325 - 2.0 SMX-9							

SOLIDUR, EP625 PROFILE A,

,
Please be advised this is an estimate only. Actual costs will be adjusted, based on the service tech's time sheet and expenses, and invoiced upon completion of the se,vice·trJp. It wi'II be necessary to receive your purchase
order before we can confirm this trip in our
service schedule.

Labor:
16'Travel Hours@ $120/hr. =.$1,920.00
20 Service Hours@ $175/hr. = $3,500.00
Expenses = $2,000.00
Freight is not_included in this price.

Page_2of6

ANDRl'TZ Separation Inc. 1010 Commercial Blvd. Souttl Artlnglon, TX 76001 UM

◄

Tel : +1 (81?) 485-5611
f,x; +1 (017)	Oo-3901

Remit to: ANDRJTZSeparaUcn Inc,
Dept:0312
P.O. Box 120312 Dales, 1X 75312-0312
Foc:loral Tax ID Numbor; 59-3773483

W11e insll\letions: Nordea BanJc Abp New Yorlt Branc:ti SWIFT: NDEA\JS3N
Account 8878433001
MJA: 028010788

Our quote no:	20791443

 Item	Product-	ID No.	S/W'  Quantity  Unit	Unit Price	Amount

Explanation of Services
Removal of dive roll, nozzles, and wear strips.

Customer Responsibilities
Customer will provide 1 technician to assist. Customer will have machlne.cleaned and prepared for seivice.
70	ROLL ASSEMBLY DRIVE.	131406448	1	PC	11,307.85	11,307.85	
13-1/411 2.0M SMX S8						
80	AIR BELLOW	131410473	1	PC	328.97	328.97	
90 AIR BELLOW	131410478	1	PC	467.05	467.05	

Total Amount	USD	27,804.09

S ::: Spare Parts, W = Wear Parts

Techrilcal contact: Armando Alvarado /Phone: +1817419 1728 /'armondo.alvarado@andritz.com

Terms and Conditions

.	Delivery Time:
after receipt of order and any clarifications.

.	Terms of delivery:
Our terms of delivery are FCA ORtGIN PREPAID & ADD, according to INCOTERMS 2020.

.	Terms of 'Payment:
Within 30 days Due net
(1% default interest per month for delayed payment}.

Validity of quotation:
This quotation is valid to 11/30/2021.

Other Terms:

6 •	TERMS APPLICABLE

Tllll..-'111.1 a  1 la,,,•CSldS.W._Cl_...,.,, ,,,lloftoQl-..a.,.p.n,...		.,	 .,'"""-"'o.r. -•-111-........'!" I '• c41111-.dn
-.i1tn	,...ia_an.  ofhT-Md CIIIIUl.	,..,_ltllid_.	,_. -- IClllftlllllldlAn:llla:k:lanlalna.or11W AIIIIIIIIC"lll'"''OllflW'G..

Page.3 of6

ANDRITZ SeDal'811on lnC. 1010 Commerclaf Blvd. South Al1ing1on, lX 76001 USA
Tel: +1 (817) 465-5811
Fax: .,., (817) 4811•39G1

Remllto:
ANDRITZ Separation Inc.
Dept:0312
P.O.-Box120312
Dallas, TX 75312-0312
Fedoral Tax 10 Ncnbor. G9-317a4ll

Wire insUucllons:

sw -ii1A 3N

Nordea Bank

Account 6879433001
ASA! 028010786

Invoice
Invoice No.:	8480112364	5/18/2022	
Customer PO ND.:	2200168		
Our Order No.:
Contact:
Phone:	H63192
Glenna Terrell
817•419a1791	11/212021	

Customer: 118077 Coral Springs lnprovement District 10300 NW 11th Manor
Coral Springs, FL 33071

Emal!:

Sales Responsible:

glenna.terrell@andntz.com

Markert, Luke

Terms of Delivery
FCA ORIGIN, PREPAID ANO ADD, according to INCOTERMS 2020.

Ship-To Address:	118077
Coral Springs lnprovement District 10300 NW 11th Manor Coral Springs. FL 33071

Invoice Details
Item	Materlal
Description

. '	.
Quantity	Prleo Unit	ValueUSD

Pricing.C0ndltl0na
000010	1a14oaan

·e1

PC

52:00

Wear Strip, Extruded, Solldur EP625 Profile A, B8: LG
WBS-Efement: S,48.H63192-528

000020	131410772
Spry Nozzle FAN, SM., 0.098
WBS-Element: S-48•H63192-528	42	PC	17.13	'719.46	

000030	
131410782
Flat Gasket Neoprene Shovver Nozzl-eGasket Ring,
1-1/1600 x 3/410 X 1/16 Thick	
42	PC	
0.77	
32.34	
	WBS-Element: s.48.ti63192-528					

000040	
1314.10779
Brush Replacement Kit for Assy 133528, DWG 133496
Ref, AJJdy OMM4620-012
WBS-Element S-48-H63192-528	
2	
PC	
1,129.65	
2,259.30	
0000S0	131410890
press Belt
WBS-Element S-48·H63192-528	1	PC	2.087.12	2,097.12	
000060	10003197'T.
Field Service	1	EA	7.420.00	7,420.00	
	WBS•Element  S-48-H63192-528					
Andrltz Job #1325 - 2.0 SMX-9

Labor:
16 Travel Hours@ $120/hr = $1,920,00 20 Service Hours@$175/hr = $3.500,00 Expenses = $2,000.00
Explanation of SeNlces:
Re!YlovaJ of dive roll, nozzles, and wear strips,

Customer Responslbtllties:	. Customer wm provide 1 technician to assist and will have machine cleaned nd prepared for seNice.

ANORlT2 Sepafatlon Inc. 101o Commerical Blud. Co. Ar1lnglon, TX 76001
USA
Tel: +1(617) 465-5811
Fax: +1 (817) 817-468-3961

Remirto:
ANDRlTZ SeparaUon Inc.·
Dept: 0312
P.O. Bo>e 120312
Dallas, TX 75312-0312
Federal Tax 10 Number: 59-3n3483

P.a e 1 of 2
Wire·1nstn1cti0ns:
Nordea Bank Finland PLC
New York Branch
SWIFT: NDEAUS3N
Account:.8879433001
A8k. 026010786

Item	Material

Invoice No.fDate:
8480112364	4/27/2022

Quanti4'	Prlce Unit	ValueUSD

	Description
Pricing.Conditions		

000070.	
1 1406448
Roll Assembly Orlove, 12-1/4: 2.0M SMX SB	PC	
11,307.85	
11,307.85	
	WBs-Element S-48•H63192-528				
000080	13140473
/!,Jr Bellow Tracking Device	PC	328.97	328.97	
	WBS-Element:  S-4S.H63192-528				
000090	13140478
Air Bellow .20-2-6951	PC	487.05	467.05	
	WBS-Element:. S48-H63192-528				

Terms of Payme t:
Within 30 days Due Net

Invoice referenct number:
In case of wire transfer please use the following reference number 8480112364.

-	Page 1 T6tal Page 2·rotal lte s Total Total Tax
INVOICE AMOUNT

.,.1"9,700.22
12,103,87
27,804.09
0.00
27,804.0fJ,	i
,	f!f;/?)d--

,:eage'.2 of2

ANDRITZ Separation Inc. 1010 Commertcal Blvd. Co, Arlington, TX 76001
USA
Tel: +1 (817) 465-5611
Fax: +1 (817).817-468-3961

-- -.	:.,m.,., .im..lt:to:
ANDRITZ Separation Inc.
Dept: 0312
P.O. Box 120312
DaOas, TX 75312-0312
Federal Tax ID Number: 59-3773483

Wirif Instructions:
Nordea Bank Finland PLC
New York Branch
SWIFT: NOEAUS3N
Account 8879433001
ABA: 026010786

RECEIVED
By Robin at 2:55 pm ,May ·1.B,.2022

LfQl 32.Z.,-6
•
Pt-tSS  f-(\ZJC'\(S

Invoice

A.W>R.TL

Invoice No.: Customer PO No.: Our Order No.: Contact:
Phone:

8480112365
2200168
H63192
Glenna Terrell 817-419-1791

5/18/2022

11/2/2021

Customer: 118077 Coral Springs lnprovement District 10300 NW 11th Manor
Coral Springs, FL 33071

Email:

Sales Responsible:

glenna.terrell@andritz,con1 Markert, Luke

Terms of Delivery
FCA ORIGIN, PREPAID AND ADO, according to INCOTERMS 2020,

Ship-To Address:	118077
Coral Springs lnprovement District 10300 NW 11th Manor Coral Springs, FL 33071

Invoice Details
Item		Materlal Description Pricing Condttlons
000010	100031977
Additional Field Service
WBS-Element: S-48-H63192-528
Andritz Job #1325 - 2,0 SMX-9

Labor:
16 Travel Hours@ $120/hr = $1,920.00 6 Service Hours@ $175/hr = $1,050,00 Expenses= $668.32

Explanation of Services:
Removal of dive roll, nozzles, and wear strips.

Quantity	Price Unit	Value USO

EA	2,141.57

Customer Responsibilities:
Customer will provide 1 technician to assist and will have machine cleaned and prepared for service.

2,141.57

000020	Freight Charges
WBS-Element: S-48-H63192-528

EA	1,634.04	1,634.04

Items Total
Total Tax
1NVOICE AMOUNT

3,775.61
0.00
3,775.61

on,

RECEIVED	. ·.·. , .. _
By Robin at 2:55 pm, May 18,

ANDRITZ Separation lnc, 101a Commerlcal Blvd. Co. Arlington, TX 76001
USA Tel: +1 (817) 465-5611
Fax: +1 (B171817-468-3961

Remit to: ANDRITZ Separation Inc.
Dept: 0312
P.O. Box 120312
Dallas, TX 75312-0312
Federal Tax ID Number: 59·37734B3

Pacie 1 of 1
Wire Instructions: Nordea Bank Finland PLC
New York Branch SWIFT: NDEAUS3N
Account: B879433001
ABA: 026010786

Ninth Order of Business

HUBER

Agenda Page 52

TECHNOLOGY
WASTE WATER Solutions

May 27, 2022

Coral Springs Improvement District 10300 N.W. 11th Manor
Coral Springs, FL 33071

Subject: Sole Source Letter

Coral Springs, Florida (Tom Kedrierski):

This letter serves as a sole source document for products manufactured by Huber SE, HydroPress Huber AB and Huber Picatech AG.

0

Huber Technology, Inc. based in Denver NC is the only vendor of ESCAMAX" Screen and parts for the ESCAMAX Screen.
Replacements parts for the ESCAMAX 5 Screen manufactured by Huber SE are unique in design based on more than 20 years of application experience. Material selection is critical for the life expectancy of these parts and your ESCAMAX ® Screen. The proper parts design and parts manufacture ensures the lowest possible life-cycle cost for your ESCAMAX 5 Screen.

Huber Technology Inc. is a subsidiary of the original manufacturer, Huber SE and the only source for the parts in the United States and Canada. Any warranty on your ESCAMAX ® Screen is void if non-factory parts are used.
To the best of our knowledge, no other vendor manufactures and distributes these or similar items. In addition to supplying spare parts for your ESCAMAX • Screen, Huber Technology, Inc. also offers full service and repair services for your ESCAMAX 9 Screen.

Please let me know should you need further details.

Aftermarket Sales Manager

HUBER Technology, Inc.
1009 Airlie Parkway Denver NC 28037
(704t 949-1010 - Fax (704) 949-1020 - huber@hhusa.net www.huber-technology.com
A member of the HUBER Group

Billing Address	Delivery Address
Coral Springs Improvement District	Coral Springs Improvement District
10300 NW 11th Manor	10300 NW 11th Manor
AP-invoices@csidfl.org	Coral Springs, FL 33071
Coral Springs, FL 33071	UNITED STATES
UNITED STATES

OFFER:
Your Reference:

Your Reference:	71011447 / V1
Coral Springs, FL (13001391)	Date printed: Our Reference: Phone:
Email:	6/3/22
Emilie Bedient
+1-704-990-2055
Emilie.Bedient@hhusa.net	
		Customer No.:	116069	

All parts in stock unless otherwise indicated below.	
Customer is responsible for the following prior to Huber’s technician arrival:	 (1)Removal of Huber machine from channel,	

Failure to do so will result in additional charges of $1,000 per day Huber is onsite.

(2)Pressure washing of machine, and	 (3)Providing lifting equipment.	

Pos	Quantity	Unit	Item Description	Price USD Discount (%)	Total USD Tax (%)	
10/1	4.00	pcs	10277065	915.22	3,477.84	
			chain DIN 8167 M 112 p200 D60 b1 32	5%	0%	
20/1	2.00	pcs	507141	3,143.73	5,973.09	
			chain wheel M112 D60 d140 z5 p200 t28,8 6xbo13	5%	0%	
30/1	2.00	pcs	507163	3,083.29	5,858.25	
			chain wheel split M112 D60 d140 z5 p200 t28,8 6xbo13	5%	0%	
40/1	25.00	pcs	508572	25.71	610.61	
			plate 244x 120x 4	5%	0%	
50/1	75.00	pcs	703962	2.12	151.05	
			blind rivet DIN 7337 A4,8x14,0 t 8,0-10,0	5%	0%	
60/1	2.00	pcs	713161	88.24	167.66	
			flange bearing UCFC208 ZP 40 d40 bo100 BC120	5%	0%	
70/1	6.00	pcs	702013	29.57	168.55	
			flat jet nozzle JAQ1490 1/8" 60° 3 bar: 4,9 l/min	5%	0%	
80/1	2.00	pcs	50588023	203.28	386.23	
			brush L645 6D-50 1,0	5%	0%	
90/1	2.00	pcs	713169	109.73	208.49	
			HUBER Technology, Inc.
1009 Airlie Parkway • Denver, NC 28037
Phone (704) 949-1010 • Fax (704) 949-1020 • huber@hhusa.net • www.huber-technology.com

A member of the HUBER Group		

.	

			Offer:
Date printed: Page:	71011447
6/3/22
2 (7)		
Pos	Quantity	Unit	Item Description
flange bearing UCFC210 ZP 50 d50 bo110 BC138	Price USD Discount (%)
5%	Total USD Tax (%)
0%	
100/1	1.00	pcs	10124634
RakeMax/EscaMax Lower Bearing Assembly	5,376.00
5%	5,107.20
0%	
101/1	1.00	pcs	10000001
BK20 complete gearbox and motor
***20 WEEKS***	3,849.23
5%	3,656.77
0%	
101/2	1.00	pcs	10000001	5,076.46	4,822.64	
			BK40 complete gearbo and motor	5%	0%	
			**10 WEEKS***			
110/1	1.00	pcs	10000002	800.00	800.00	
			Freight		0%	
			Total net	USD	31,388.38	
			Including Sales Tax	USD		0.00	
			Total gross	USD	31,388.38	

The quotation is subject to national or international export control regulations and embargoes or any other export restrictions.

Valid for:	30 days
Delivery:	prepaid and add Payment terms: Net 30 days
Best regards Emilie Bedient
Huber Technology, Inc.

HUBER Technology, Inc.
1009 Airlie Parkway • Denver, NC 28037
Phone (704) 949-1010 • Fax (704) 949-1020 • huber@hhusa.net • www.huber-technology.com
.
A member of the HUBER Group

Offer:
Date printed: Page:	71011447
6/3/22
3 (7)	
Aftermarket Sales & Service Rates 2022		
Field Service Base Rates		
Continental U.S., Mexico and Canada…	$155.00 per hour
Outside Continental U.S., Mexico and Canada…	$232.50 per hour
Training
Product Training…	$155.00 per hour
Travel
Travel (time).	$145.00 per hour
Mileage…	$0.58 per mile
Manufacturing/Engineering Services in house
Services include failure analysis of returned hardware…	$145.00 per hour
Premium Rates
Overtime rate (in excess of 8 hours per day…	$232.50 per hour
Standby rate…	Applicable base rate
Double time rate (Sunday, Holiday, or in excess of 12 hours)…	$310.00 per hour
Expenses
Travel and accommodations…	Actual cost
Per Diem…………………………………………………………....Business Rate Plan 1.. $64.00 per day
High Cost Area Rate 2..	$74.00 per day
Service Truck Rate	$80.00 per day
Materials, Equipment Rental, Supplies…	Actual cost plus 20%
Laboratory testing…	Actual cost plus 20%
Fees
Visa, work permits, taxes, user fees or special assessments, etc.	Actual cost
Cancellation Charges
Prior to departure for travel expenses incurred (i.e. airline / change fees).	Actual cost

HUBER Technology, Inc.
1009 Airlie Parkway • Denver, NC 28037
Phone (704) 949-1010 • Fax (704) 949-1020 • huber@hhusa.net • www.huber-technology.com
.
A member of the HUBER Group

Aftermarket Sales & Service Rates 2022

Offer:	71011447
Date printed:	6/3/22
Page:	4 (7)

Field service Base Rate. Rates are calculated from the day the Service Specialist departs Huber Technology, Huntersville, North Carolina until the day the Service Specialist returns to Huber Technology, Inc., Huntersville, North Carolina. Rates include weekends and holidays. If a Service Specialist is required to travel from any other location, including, Germany the rates are calculated from when the Service Specialist departs the home office until the day the Service Specialist returns to the home office.
Travel. Time includes transportation to and from the airport, security clearance, time between flight changes, driving time and local travel to and from worksite. Travel time in excess of eight (8) hours may be billed at the premium rate.
Double Time. Any Sunday or Recognized Huber Technology, Inc. Holiday. Transportation. The customer is responsible for reimbursing Huber Technology, Inc. for all transportation charges associated with service work. Flights will be booked as coach-tourist class unless it is unavailable. Rental car, gas, taxis, airport
/ hotel limousines, company or personal vehicles will be used when necessary. Standby rate. Applies to the time a Service Specialist is available for work and is located at or near the job site but unable to work due to circumstances beyond his control. Time shall be considered time worked and will be charged at the applicable base or premium rate.

Hazardous Locations.
Huber Technology, Inc. reserves the right to recall its personnel if the worksite does not meet governmental health and safety standards. Minimum Daily Charge. For all Field Service Base Rates or combinations of Base Rates, the minimum fee will be for eight (8) hours. If services are performed on the same day as travel, travel time will be billed in addition
to service time.
Overtime. The overtime rate applies to work or travel in excess of eight (8) hours per day (weekdays) and all Saturday work. Workdays in excess of
hours are prohibited. Service specialist are NOT required to perform, and may decline, work in excess of twelve (12) hours. The overtime charge shall be at the base rate plus a one hundred percent (100%) premium.
Recognized Huber Technology, Inc. Holidays New Year’s Day, Good Friday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, the Friday after Thanksgiving Day, Christmas Eve and Christmas Day.
Expenses. The customer is responsible for ALL expenses associated with service work. All travel expenses including airfare, taxi, mileage for personal or company owned vehicles or any other chauffeured vehicle,

Accommodations and Meals. Meals are charged at $64.00 per day or $74.00 per living accommodations and meals will be invoiced. Invoices

day depending on the area (See Business Rate Plan 1 and 2). If an overnight stay is required, the customer is required to reimburse Huber Technology, Inc. for lodging charges. Hotel rooms will be booked on a business executive, single occupancy basis.
Visa, Work Permits & Local Taxes. The customer is responsible to pay any and all taxes, user fees or special assessments. If a visa or work permit is required before departing for an international assignment, the fee will be charged to the customer at actual cost (including any expediting charges).
Warranties. Per Huber Technology, Inc.'s Terms and Conditions of Sale, Huber

will include a cost
break-down. Copies of receipts will not be furnished unless specifically requested. Original receipts cannot be provided. Receipts for under $25.00 cannot be provided. Use of personal or company owned vehicles will be invoice at the rate set by IRS mileage regulations.
Payment. All field service invoices are in U.S. Currency and all payments must be in U.S. Dollars. Payment is due NET 30 DAYS from the date
of invoice.
Purchase Orders. A purchase order is required BEFORE any field

Technology, Inc. warrants Field Service work performed at site. “Breach of Warranty” service arrangements will be made. The purchase order is to be made out

claims do not entitle the customer to refuse payment for field service work. HUBER TECHNOLOGY, INC. MAKES NO OTHER WARRANTY, EXPRESS OR IMPLIED, WITH REGARD TO THE DESIGN, SALE, MERCHANTABILITY OR

to Huber Technology, Inc. and must contain the following information:
Customer’s name, 2) company, 3) billing address, 4) dates of service, 5) type of service requested (i.e. installation,

FITNESS OF THE GOODS FOR A PARTICULAR PURPOSE OR USE EXCEPT AS commissioning, troubleshooting, training, etc.), 6) serial number

EXPRESSLY SET FORTH IN HUBER TECHNOLOGY, INC.’S TERMS AND CONDITIONS. HUBER TECHNOLOGY, INC. IS NOT SUBJECT TO ANY OTHER OBLIGATIONS OR LIABILITIES ARISING OUT OF BREACH OF CONTRACT OR

/ model number, 7) equipment purchase order number, and 8) equipment tag numbers. A “confirming-copy” purchase order must follow any preliminary arrangements. Equipment location including

WARRANTY, TORT CLAIMS INCLUDING NEGLIGENCE AND STRICT LIABILITY, city, state, plant site, directions to the site, a local contact and

OR ANY OTHER THEORIES OF LAW. HUBER TECHNOLOGY, INC. IS UNDER NO EVENT LIABLE FOR ANY SPECIFIC, INDIRECT, INCIDENTAL OR CONSEQUENTIAL LOSS, DAMAGES, EXPENSE, INJURY, DISMEMBERMENT, OR DEATH OF ANY KIND WHATSOEVER.
SCHEDULING – 10 Working Days Notice. Request for field service should be made in writing (letter, fax or e-mail) to Huber Technology, Inc. at least ten (10) working days prior to the date for which services are requested. Confirmation of the service will be conveyed verbally by Huber Technology, Inc.
Insurance. All Huber Technology, Inc. Service Specialists are insured. Liability insurance certificates may be provided upon request by the customer in order to allow for sufficient time for document processing, the request must be made at least seven (7) working days prior to the date of services.

telephone number must also be included.
Amended Purchase Orders. An amended PO is required if services are extended beyond the cost of the original PO. If the Service Specialist is on site and an amendment is required, the PO must be completed and submitted to Huber Technology, Inc. before the Service Specialist can continue working.
Applicable law. Any purchase order accepted by Huber Technology, Inc. in conjunction with Field Service work, shall be deemed to have been executed, delivered and accepted in the State of North Carolina, USA and shall be governed, construed and enforced pursuant to the laws of the State of North Carolina, USA

Huber Technology, Inc. can not offer fixed lump sum contracts for Field Service activities. The duration of site visitation is neither under our direct control nor influence, and as such we can only provide estimates of time on-site to affect the required service actions. Field service published rates and terms are valid through December 2022

HUBER Technology, Inc.
1009 Airlie Parkway • Denver, NC 28037
Phone (704) 949-1010 • Fax (704) 949-1020 • huber@hhusa.net • www.huber-technology.com
.
A member of the HUBER Group

Offer:	71011447	
Date printed:
Page:	6/3/22
5 (7)	
Warranty and Returns Policy & Instructions		
Huber Technology, Inc. (“Huber”) warranties any original Huber part (mechanical or electrical) for a period of:
Twelve (12) months from the date of purchase and only when part(s) are installed by a Huber factory trained technician. Should the part(s) fail within the warranty period, a replacement shall be supplied at no cost to the owner (“Replacement Part”)
Only valid if the product is operated in accordance with the manufacturer’s instructions.
The replacement part(s) must not be modified or changed in anyway.
The replacement part(s) must be installed by a qualified person to the manufacturer’s specifications Or
Three (3) months from the date of purchase and/or installed by a non-Huber factory trained technician.
Only valid if the product is operated in accordance with the manufacturer’s instructions
The replacement part(s) must not be modified or changed in anyway.
The replacement part(s) must be installed by a qualified person to the manufacturer’s specifications

This warranty does not apply to any damage or defect arising out of any of the following circumstances:

Part(s) needing repair or replacement due to events or circumstances outside of normal use and operation of the equipment.
Part(s) or components damaged due to power surges, short circuits, loss of power, lightning strikes, fire or water damage, vandalism, theft, or any other causes outside of normal use and operation of the equipment or that would normally be covered by casualty insurance on the equipment.
Damage or defects caused by neglect, incorrect application, abuse, or by accidental damage of the parts or components.
Repair or replacement of part(s) or components due to improper or negligent operation of the equipment.
Damage or defects to the part(s), component(s), or equipment caused by the attempted repair by an unauthorized or unqualified person.
All Huber parts warranties are non- transferable, and cannot be sold, assigned or transferred in any other way.

This warranty of original	Huber Service parts does not include the labor to remove the defective part nor the labor to install the new part. All labor costs associated with the replacement of the part is the responsibility of the owner. The request for assistance of a certified Huber technician is available upon the issuance
of a purchase order by the owner. The fee for the assistance of a Huber technician includes labor
(billed at prevailing Huber Field Service Base Rates) plus associated expenses for travel to and from the jobsite.

Return of New Wear or Spare Parts:

Any original Huber part(s) returned to Huber after a purchase order has been submitted is subject to a flat twenty percent (20%) restocking fee for each part returned.
The customer has up to thirty (30) days to return a part from the purchase order submittal date to Huber.
Returns will not be accepted past thirty (30) days.
Part(s) must be new and never installed. Any indication of wear or installation, at Huber’s sole discretion, may result in the part(s) being shipped back to owner, at the owner’s cost, and no credit shall be issued.
Exception:
The owner may exchange, without a restocking fee, if the incorrect part(s) is delivered and/or sold to the

HUBER Technology, Inc.
1009 Airlie Parkway • Denver, NC 28037
Phone (704) 949-1010 • Fax (704) 949-1020 • huber@hhusa.net • www.huber-technology.com
.
A member of the HUBER Group

Offer:	71011447
Date printed:	6/3/22
Page:	6 (7)
owner by a Huber team member. Huber will ship the correct part(s) to the owner expeditiously. A refund will be issued to the owner upon Huber´s receipt of the incorrect part(s).
warehouse.
The customer may return, without a restocking fee, any original Huber part(s) if said part(s) was sold
as part of a complete rebuild and the Huber technician concluded the part(s) were not needed. The customer has thirty (30) days from the date the service was completed. After thirty (30) days have expired, the normal Huber restocking fee shall apply.

HUBER Technology, Inc.
1009 Airlie Parkway • Denver, NC 28037
Phone (704) 949-1010 • Fax (704) 949-1020 • huber@hhusa.net • www.huber-technology.com
.
A member of the HUBER Group

Offer:
Date printed: Page:	71011447
6/3/22
7 (7)	
Warranty and Returns Policy & Instructions		
Return of Damaged / Defective Items		

In the event of a damaged or defective part, the return process can often be expedited by providing a digital image of the damage or defect (along with a clear description of the problem) in an email to the Huber Aftermarket Team (“Aftermarket Team”) at the following email address: returns@hhusa.net. The phone and fax numbers for Aftermarket Team are: 704.990.2045; Fax: 704.896.2830.
Huber reserves the right to inspect in person even if a digital image is provided as outlined above.
If the damage or defect	cannot be verified over the phone or via email contact, the item may be required to be returned to Huber Technology, Inc. for inspection before a determination can be
made as to the state of the product.
The Aftermarket Team will validate the warranty claim for the defective part.
If the Aftermarket Team determines that the part is under warranty and should be replaced, the Aftermarket Team will provide a Return Merchandise Authorization ("RMA") number and a shipping address to the Customer for the return of the defective part.
The Customer shall ship the part to the specified address with the RMA number listed on the outside of the package.
When the warranty part has been repaired (or replaced) by Huber, the part will be shipped to the "ship-to" address included in the RMA information provided by the Customer.
Return shipping cost

ONLY in the event that an incorrect part is sold to the Customer by a Huber team member, will Huber pay for shipping. The Customer will be provided with a prepaid return shipping label.
UNDER ALL OTHER CIRCUMSTANCES, the Customer returning the part(s) is responsible for any freight costs incurred for returning the part(s).
UNDER NO CIRCUMSTANCE will Huber reimburse (or provide credit) for return shipping costs incurred by the Customer.
How to Request an RMA (Return Merchandise Authorization)

Contact the Huber Technology Aftermarket Sales Team and request a Return Merchandise Authorization ("RMA") number.
Completely fill out the RMA form.
Include the completed RMA form in the package along with the item(s) to be returned.
Write the RMA number conspicuously on the outside of the package to ensure proper routing upon receipt by the Aftermarket Team.
Ship the package to:
o o Huber Technology, Inc. Aftermarket Sales and Service 1009 Airlie Parkway
Denver, NC 28037
Phone: 704.874.8237 Fax 704.896.2830 Email: service@hhusa.net

HUBER Technology, Inc.
1009 Airlie Parkway • Denver, NC 28037
Phone (704) 949-1010 • Fax (704) 949-1020 • huber@hhusa.net • www.huber-technology.com
.
A member of the HUBER Group

TENTH ORDER OF BUSINESS

DEVELOPMENT CORPORATION

1701 N.W. 22nd Court Pompano Beach, Florida 33069
(954) 971-2288
Fax (954) 971-0030

May 12, 2022

Coral Springs Improvement District Attn: Curt Dwiggins
10300 NW 11th Manor Coral Springs, FL 33071

Re: CSID LS 8 Change Order Dear Mr. Dwiggins,
All elements of the repair work on lift station 8 have been completed. No additional invoices will be submitted for this project. Can you please close out the purchase order?

Please find the following cost summary:		
Signed Agreement 07/06/21	$ 166,248.30	
Invoice #IN003807 dated 05/09/22	$ 142,055.98	
Deductive Change Order	$ 24,192.32	

Thank you for the opportunity to work for you and if we can provide you with anything further please do not hesitate to call.

Thank you,

Larry Shortz
Trio Development Corp.

Eleventh Order of Business

Globaltech, Inc.
CSID Engineer’s Report June 20, 2022

PROJECTS UNDER CONTRACT

WA#183 – Above Ground Fuel Storage Tanks & Dispensing System – Substantially Complete
Approved by Board – 11/16/20
Substantially complete – June 2021
New pump installed 4/22/22
New diesel dispenser handle and pressure relief valve installed 6/03/22
Waiting for emergency shut off to be delivered
All issues addressed
Anticipated project completion - July 1, 2022

WA#184 – HSP 7 Day Tank Replacement – Substantially Complete
Approved by Board – 1/25/21
Project substantially complete – 5/27/21
Electrical permit issued – 5/12/22
Final electrical inspection conducted by Broward County
Scheduling a final walk-through with staff
Estimated project completion - July 1, 2022

WA#187 – 500KW Emergency Generator – In Progress
Approved by Board – 5/17/21
Project kick-off meeting 6/10/21
Signed purchase order for generator – 6/10/21
Received revised submittals – scheduling a review meeting with staff – 10/13/21
Released generator for production
Design review meeting conducted – 4/11/22
Anticipated generator delivery – September 2022 (currently confirmed, however expecting a delivery delay)
Coordinating with Cypress Construction for tank / piping removal
Estimated project substantial completion – November 2022

WA#192 – Canal Right-of-Way Tree Inventory – On Hold
Approved by Board – 9/20/21
Waiting on direction from CSID
Estimated completion – 20 weeks from notice to begin work

WA#195 – PW8 VFD – In Progress
Approved by Board – 11/15/21
Issued Purchase Orders and Subcontracts
Equipment installed – 5/16/22
Final terminations and programming scheduled – week of 6/16/22
Soliciting fence installation quotes
Substantial completion – 6/24/22
Estimated project completion – 7/15/22
Globaltech, Inc.

CSID Engineer’s Report June 20, 2022

ACTIVE PROJECTS (Cont.)

WA#196 - DIW Building Breaker Replacement – In Progress
Approved by Board – 11/15/21
Issued Purchase Orders and Subcontracts
Coordinating work and site visit with FPL
Submitted permit drawings to Energy Efficient
Switch gear delivered 5/12/22.
Submitted electrical permit application – 5/06/22
Permit approved – 6/10/22
Coordinating work with FPL
Construction anticipated to begin – late June.
Estimated project completion – 7/31/22

WA#197 – Distribution Line Valve Replacement –Substantially Complete
Approved by Board – 11/15/21
Ordered valves and fittings
Pipe and fittings delivered – 3/19/22
Submitted courtesy letter to FDEP notifying of valve replacement and requesting bacteriological testing protocol approval – 4/13/22
Prepared excavations and pre-assembly – 5/02/22
Installed line stops – 5/09/22
New line stops installed – 5/23/22
Replaced valves – 5/24/22
Bacteriological clearance confirmed and line placed in service – 5/27/22
Replaced damaged sidewalks and site restoration – completed 6/10/22
Estimated project completion – 6/17/22
WA#194 – HB53 Compliance – In Progress
Approved by Board – 12/20/21
Preparing data requests from CSID to complete templates
Estimated Project Completion – 6/30/22

WA#199 – LP Fuel Tank Installation – Substantially Complete
Approved by Board – 12/20/21
Piping completed at PS-2 - 5/05/22
Piping completed at PS-1 – 5/12/22
Replacing suspect valve-couplings – 6/13/22
Final inspections and site restoration – 6/24/22
Waiting for delivery of bollards
Estimated project completion – 7/01/22

Globaltech, Inc.
CSID Engineer’s Report

June 20, 2022

ACTIVE PROJECTS (Cont.)

WA#200 – PS 1 & 2 Trash Rack Bracket Replacement – Substantially Complete
Approved by Board – 12/20/21
Brackets being fabricated – completed by 2/25/22
PS-2 substantially completed – 3/11/22
PS-1 substantially completed – 4/05/22
Installing supplemental brackets – week of 6/13/22
Estimated project complete – 6/17/22

WA#202 – Replace Blowers 4 & 5 – In Progress
Approved by Board – 4/18/22
Conducted internal kick off meeting – 5/04/22
Issued Purchase Order for blowers – 6/07/22
Preliminary design review with CSID – anticipated 7/15/22
Anticipated blower delivery to site – 1/15/23
Estimated Project Completion – June 2023

WA#203 – Pump Station 1 & 2 Replacement Mufflers – In Progress
Approved by Board – 5/16/23
Issued Purchase Order and Deposit to Innovative Exhaust Solutions – 6/06/22
Anticipated delivery – week of 7/25/22
Estimated Project Completion – 8/01/22

Work Authorizations Under Development

WA#XX – Generator Storage Building – under development