7-27-24 Town Hall Adopted MinutesMINUTES
rs-=�Tf,�, Town Hall Meeting
rS Saturday, July 27, 2024 -10:00 AM
Commission Chamber
City Hall, 800 Seminole Road
Atlantic Beach, FL 32233
Following the Pledge of Allegiance to the Flag, Mayor Ford called the meeting to order at 10:04 a.m.
ATTENDANCE:
Present: Curtis Ford, Mayor - Seat 1
Bruce Bole, Commissioner - Seat 2 (District 1308)
Michael Waters, Commissioner - Seat 3 (District 1307)
Candace Kelly, Commissioner - Seat 4 (District 1306)
Jessica Ring, Commissioner - Seat 5 (District 1312)
Also Present: William B. Killingsworth, City Manager (CM)
Donna Bartle, City Clerk (CC)
Kevin Hogencamp, Deputy City Manager (DCM)
Steve Swann, City Engineer (CE)
TOPICS FOR DISCUSSION
Mayor Ford
• Urged citizens to lock their vehicles when parked outside of their garage.
• Reminded everyone to park in the direction of the traffic when parking on the street.
• Reported paving will start in August and asked for patience
• Reminded that school begins on August 12th.
• Explained the process for public comments.
• Thanked everyone for attending.
Stormwater Nlanagement Presentations
• Stormwater Management Capital Improvement Plan
• Stormwater & Resiliency
City Engineer (CE) Steve Swann presented the slide show included in the agenda packet
and answered questions from the Commission.
• Vendor Presentation
Chris Bettinger, Oldcastle APG, Architectural Specification Manager, presented a slide
show (which is attached hereto and made part of this Official Record as Attachment A).
7-27-24 - Attachment A
Town Hall
July 27, 2024
Tennis Instructor Regulations
Mayor Ford mentioned the information in the agenda packet. No additional presentation
was given.
2 PUBLIC COMMENT - OPEN TOPICS
Mayor Ford opened the floor to Public Comments.
Linda Ginsberg spoke about stormwater management and motorized bicycles.
Jim Wheatley spoke about stormwater management.
Gregory Powell spoke about stormwater management.
Brinkley Harrell spoke about stormwater management.
Ken Brown spoke about stormwater management.
Jeff Millaire spoke about tennis instructor regulations.
Susanne Barker spoke about town hall meetings and stormwater management.
Brenda Simon spoke about stonmwater management and resiliency.
Ellen Glasser spoke about stormwater management.
Sarah Boren spoke about stormwater management.
(Mayor left the meeting at 11:37 a.m. and returned at 11:39 a.m.)
Steve Fouraker spoke about stormwater management.
Richard Arthur, Community Development Board (CDB) Member, spoke about stormwater
management.
Mayor Ford closed Public Comment.
DISCUSSION ON STORMWATER MANAGEMENT
CM Killingsworth commented on each of the CDB Recommendations.
Discussion ensued and questions from the Commission and the audience were answered.
There was consensus to direct the city manager to come back at the next meeting with the
language reflecting the recommended changes.
Town Hall
July 27, 2024
Mayor Ford invited everyone to watch the demonstration of the tab block system installed
outside of city hall.
ADJOURNMENT
The meeting adjourned at 12:15 p.m.
Attest:
Curtis Ford, Mayor
Date Approved: I1/ZS 26'21
IJOVH.4 MAIZ&
Donna L. Bartle, City Clerk
Ioi%n Hall
Juh 27, 2024
ATTACHMENT A
to .July 27, 2024 Minutes
OLDCASTLE APG
. UNIVERSITY
l'w Oldcastle APG
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ATTACHMENT A
to Jule 27, 2024 Minutes
PICP Design & Construction
Oldcastle APG
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July 27t" , 20,
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ATTACHMENT A
to .Iuly 27, 2024 Minutes
PICP Design & Construction
ILI Oldcastle APG
A CRH COM. ANY
Chris Bettinger— Oldcastle APG Ethan Henninger— Oldcastle APG
Architectural Specification Manager Sales Representative
• chris.bettinger@oldcastle.com • ethan.henninger@oldcastle.com
• Cell: 321.302.4505 • Cell: 904.855.5406
Oldcastle APG
PICP System Design and Construction
BELGARD PAVES
THE WAY
• This course (PICP System Design and Construction) has been
evaluated and approved through the Florida Department of
Professional Regulation through the CE Board of Landscape
Architecture
• Approved Course Code: 0010819
Fbnda
De�artment of Business
& Professional Regulation
PA
Florida DEP is responsible for the administration of the
4 � �
water resources at the state level.
O
A'ontal Pt
DEP oversees the state's five water management districts (WMDs),
which are responsible water resources at the regional level.
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Florida
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The four core mission areas of the WMDs are:
1. Water supply
2. Water quality
3. Flood protection and floodplain management
4. Natural systems.
Conventional Site Design
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The 3 D's
Paradigm
• Disconnect
• Distribute
• Decentralize
PICP Parking Lot
Street Trees
Compost amended Tree conservation
soils 1
Green Roof
Rain Barrel
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Vegetated
Swale
`Rain Garden
PICPTree Box
Road i PICP Patio
and Parking --
Strip
PICP Sidewalk
I PICP cross section
• Water Quantity
• Retain/infiltrate runoff volumes &peak flows
• Imitate pre -development conditions
•Control amount of impervious cover
• Stormwater utility fee requirements
•Water Quality
• Capture percentage of storms
• Control TSS, specific nutrients, metals
S T O R M W A
L
CONCRETE
!PAVER!
Generic permeable pavement cross-section
Source: ro VHB
Permeable pavement/surface layer
Typically asphalt, concrete or pavers
Open -graded base and subbases
Structural and storage layers typically include a
choker course and a reservoir course
Uncompacted soil subgrade
Geotext le cut flus witt• top of Dave -s
Gast in glace conc•ete c., rb per
local slanda cs, 6" wide morimnum,
Surface Water Flows trough the No, 8, 89 or Belgard Pe-meaole Pavers
9 sone jointing material betrreer the pavers
3 II.T(BOmn•) thio
2 X R.ed18r L}1 r ,,r. �,••.. : �� . :tit' �._ s`.
Base Layer.
Min. 3" ASTM No, 57 Stone
Min 6"
'*4 Subbase extends beyond
curts to provide working
platform for inatalWbron, r`
HIG=' WA'FR TABLE
Min 24"
Used on Type A and 6 soils
infiltration rate > 0.52 inches / hour
Bedding Layer.
2' ASTM No. 8 Sone
sate I;3yr%r,
4' AST %I No, 57 Slone
Subbase -ayer,
Minimurr 6' ASTt.t No. 2 Slone
Geotexllle Flration Fatx-c
on bottom and sides of open
gradend hie if required by
the dev.gn erg npnr,
Suograde, Preoare according
to recommendatlons Ir
geotechnical report.
.-jurface Fater Flows through the No. 8. 89 or
9 stone jointing material between the pavers
. 0 t
Beigard Permeable Pavers
3 118 "(80mm) thick
" Budding Layer,
2" ASTM No. 8 Stone
Base Layer.
4" ASTM No. 67 Stone
Subbase Layer,
Minimum 6" ASTM No. 2 Stone
Geotextile Filtration Fabric
on bottom and sides of open
INS
graded base if required by
`.�
9
Min 24nXX the ' the desi engineer.
''\�,`��'
��, �,`����'��•, 5ubgrade. Prepare cording
% to recommendations
geotechnical report.
Cast in place concrete curb per
Iical standards. 6" wide minimum.
2 x #4 Rebar
Ban Layer,
Flirt. 3" ASTIVI No. 57 Stoner
Subbase extends beyond
curb to provide working
platform for installation.
'</ r
Sub -Base
No. 2
Base
No. 57
Bedding/Joints No.
8
Need to determine amount and type of traffic over design life
WHER LOAD
PAVEMENT
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THIN I.A3E C0U*SE
Demonstration Area Construction
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Vertical Dimensions — TOP to BOTTOM
80 MM Permeable Interlocking Concrete Pavers (PICP)
• 2" Leveling Bed — Washed #8 #9 or #89 Stone
• 4" Filter Layer — Washed #57 Stone
• 6" Storage Layer—Washed #2 or#4 Stone
How much storage is there? 16' X 30' Demo Area
• Storage Layer - Width X Height X Depth
• Storage Layer - 16' X 30' X 6" = 240 Cubic Feet
• 1/3 of volume is open... 240/3 = 80 Cubic Feet of Storage
• IF NECESSARY - Filter Layer can hold 52 Cubic Feet of Storage
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C1781 acceptance testing
Min. 100 in./hr.
David R. Smith
Fifth Edition
iCpi
ASTM C1781— Ponding & Infiltration
Seconds to infiltrate
401 bs water
30
100
200
360
!011
•11
:11�
3600
Approximate Surface Infiltration Rate
Minutes inches/hr
to Drain
Morton Arboretum Workshop
Dr. Hunt-NCSU 2009
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ATTACHMENT'
Jule 27, 2024 Minut
Most Sediment travel limited to
upper top 1-2"
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ATTACHENT
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Maintenance Resources
Tech Spec 23
BELGARD_
PERMEABLEINTERLOCKING
CONCRETE PAVEMENTS
OPERATION &
' MAINTENANCE GUIDE FOR
BELGARD PERMEABLE , 9
INTERLOCKING
CONCRETE �-
PAVEMENT SYSTEMS
D
1. You can easily observe when it needs maintenance
2. You can quantify surface infiltration rates very well
3. Sediment near -surface is easy to access and
remove/replace joint infill
4. No confined spaces or access issues
Section 302.3 Openings. Openings in floor or ground surfaces shall not allow passage
of a sphere more than 1/2 inch (13 mm) in diameter.
Up 1.O Y2
*Firm, stable and slip -resistant
*Change in level — max %"
•Slopes for ramps, landings
*Detectable warnings — truncated
Department of Justice
September 15. 2010
Be_.arema P�wa Pe armla.d-,
BELGARD
IaAtrxn a re n rid un sad Avoid W daNW daa asVetieaaea ncemClr:
PERMEABLE INTERLOCKING CONCRETE PAVEMENT
IBnctaed text mdicrtc warnprnllect spoil& deai,iovs an rgaid Yd th-M be miamd sad
CONSTRUCTION CHECKLIST
edired m seer Iv p,,,Kl rapirseaseb, and trees anaaed dun.
sent.]
9 Slone! -1,N material b~en
71it /Ails gadRralf� mire WW it �.}as�.a� w1sI�K R INee11 w lwilwl Ne
WIE4:ONSTRUCTION MEETING
pifsd a.B. Pem.w.r..ar� rE.6ctie aeOiluOrr ds r AN a.
Meeting should Ise [onduned In the Diner. ena�neer. &moral convector and paver nstaner
r! fINB� r BBiI! Qatl sN��INEf
�IerMa�Yarp
tS
dr "based YpediWBY sopenB easlaig
2 vmN site uyou conforms to site PUn.
epi-ar Ir p—a-- ks�Bedfr(oBafarad ceadtn5 �sEa�. 1'
Oetermme when pavementauneduNe �n Me consuunlon seyumce
"dabee, tat ad led it han+Hiw rsligtaft I.srl nlnM wr+aatlar dirbatl
:soots be adINdrresuwd Nredrpajae/YraiB(Air"L1.14).C�.BeISOti Cof
.7 vmN wrier Mrela subgnde sal compa[uon t: accepM6le lR atNl. arW what mea:ums
mewl Sdr Repreealable far psJWSBaiir sdaioBr nc...re.y..
wtu he.eouuce sI—Iid rvn rmnparnon orcn le.d. sunMnId
l: li-?EP�LBLE?N7FlR0a(LW LONCRE$ pAV'Foffl7I
_. Verdy riser ,. a ,�nde•stTndl We�Mm�rte std da,—Ins Sediment hom Mnring lM
eQredaas and pavemmtsurtaceapt else n¢nest amity.
a :
-
and measures will be adepaate.
PAR: l-GE''EF-.V
R be urns Me area axe movement mstaliabon
Wd to aotecl Ire system fa rhe duntim d Me
3 xuwl
i Secdm ileac
Work tW of f nushmF ad r
7cP) 51nam in w -A. -e at
the Imet aredb. dant_, and d1mY
],edema and txmdes
Viatfine Iutrrale Jessaa
Iefilvmx rete. ie r.
D Fmishms and"effiq eh
hatmnai dr®a.e pip ¢9 N
cease, WP teas,
raedemrcer tYeBpn d.
B ?Alred Ra3eamees:
Sal—::_>O0 Exnh Nmi
(Setups 3115 111-13 Genexaie
3. [Sense, 311511.14 Gesumb
4 Seo,?:113 Arwaeatel
13 Cetl red(
d. ISecd .32IT 00 pade4 Spedd
Ser -33401410 p'Fe Prdai
7ERlff�£ ATEEL0�4G �`:'.;3�
Geolealle WE Bush month lop at pacers
Surface Water Ftfws Inrough the
No. B B9 in
Cosi .n place --te bper
9 Slone! -1,N material b~en
Bdgam Pembabte Paver-.
IN P.
Iotad standards. 6' w'de mmmtum.
3 118 IMmml M.ca
�
2 x e4 Reba. •'u';
tS
/^ Beddnto Laye•.
2'ASTM Nn. R Slone
ante Layer. -
---
41in. 3' AS,M No. 57 Slone
Base Layer.
d' ASTM No. 57 Stotw
Mm 6'
Subbase Layer
Minim— 6' ASTM No, 2 Stp1e
`GeoiaMBB Fq[rBbon Fabric
on bottom and s -des of open
Subbase extends tbyond
o Ii
I
j
Waded bared requred b,
curb praWne vyorM
the deaNn enylneer.
pNrtorm fa mataltntton.
ren 24'
1
Subgrade. Prepare aC hihnq
to—cmmendebpne n
geoterdlmcal moon.
_-.. MGn WATER: ABLE
11
------------------- I_
Dawn Not n
1. Depth of subbase SLOW to site spau6c nydraulx and shut —I r. wr nts. Conwct Belgard Commeroal is design -Ian -
2. Paver dimens,ons sub ecl to aspect and plan ratio mqu,mmems based on traffic loading.
3. Geotechl% engineer seeds to We— stnxtural stability and soil Inrdhattm when rel:nm Ing subgrede condebns.
4. Where Ism fiBration geoleotde to used, venty Wim ase mamfanumr that Ino manna,, not sttbind tp clogging and meets mowmrn-is of AASHTO M-268.
5, ASTM No, 2 stab may be subshtuted MM No, 3 a No. 4 Slone.
6. Slncdy peoealnan apvW.I rrs may subfnitute, beswsubbase layers with one 6" base layer of ASTM No. 57 stonc.
�D❑ " ec"� Belgard Permeable Paving Detail HTS �4
D1),-IdSJaT
aecaAra •eearbeSeeten°.`°'"
PICP Pavement
that ramedl. mamtmdnce wdl be, reeured at
to the permeable W ,hem will be Ttableted
r remwm
atYy amass ..,at and oeavery truck-Icaidinp
11 and Ey written approval
R borders no cobrs. match approved mock uo
aoerni concrete umt bundW, dIII—ed m the
acsl
venN moron- apaoval.
al By
a et
By
By
I
21124
Permeable Paver Post -Construction Services
-- - - _ -- -
1 All Stormwater Control Measures require maintenance
Including permeable pavement systems. The Belgard
Commercial Team is your partner to ensure the longterm
performance of your permeable pavement.
Services Available from Belgard
•? Project -specific ORM Manuals
ASTM C 1791 Surface Infiltration Testing
e Routine PICP Maintenance Program
- Restorative PKP Maintenance
Property Owner Benefits — — -7
Maintenance programs tailored to your needs and
resources
Confirmation that your permeable pavement system
is performing as designed
Routine and restorative maintenance performed by
a Belgard-apprmed service provider will protect
your investment by keeping your permeable
pavement system functioning for decades
—iirr 1S IQM
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