Impervious surface at ABCC - 15Doug,
The figure that Alex came up with is 133,218.95
The tennis courts are 50,400 divide it by 2 = 25,200 Summary: 133,218.95
25,200
158,418.95
Scott
From: Layton, Douglas
Sent: Tuesday, May 19, 2015 12:43 PM
To: Williams, Scott
Cc: Moore, Kayle
Subject: FW: Impervious surface at ABCC
Scott,
Today is the last day for them to respond. Please calculate the final Impervious in 50% for current tennis courts. Use ABCC’s (Alex’s) Impervious number from their previous email
and add the tennis courts @ 50%.
Thanks,
Doug
From: Layton, Douglas
Sent: Wednesday, May 13, 2015 11:30 AM
To: 'Doug Maier'; 'Rick Wood'
Cc: Moore, Kayle; Williams, Scott
Subject: RE: Impervious surface at ABCC
Rick & Doug,
I plan to move forward considering the court surfaces to be 50% impervious as discussed below unless I hear back from you in the next week.
Doug
From: Layton, Douglas
Sent: Thursday, April 30, 2015 11:47 AM
To: 'Doug Maier'; 'Rick Wood'
Cc: Moore, Kayle; Williams, Scott
Subject: FW: Impervious surface at ABCC
Doug & Rick,
I asked CDM to look into our discussion. Their analysis is below that shows there is approximately a 2% credit for the courts over impervious.
In layman’s terms the more porous material under the courts remains full of water due to the constant application of water to keep the surface playable. The porous space under the courts
is therefore is never available to take/store/hold rainfall. You may notice that sometimes water may seep out from under the edges of the courts surfaces when the material below the
courts become saturated.
I don’t want a disagreement over this item and suggest we compromise and treat this as we would pervious pavers and count the court surfaces as 50% pervious in our calculation. This
seems reasonable to me as the material can be called partially pervious and that is the only other allocation defined by the City code.
Your thoughts?
Doug
From: Victor, Patrick [mailto:VictorPR@cdmsmith.com]
Sent: Wednesday, April 29, 2015 6:57 PM
To: Layton, Douglas
Subject: RE: Impervious surface at ABCC
Doug,
We look at how much water would infiltrate into those courts and can provide runoff credit base on available pore space which is extremely small. We can discuss further tomorrow. See
below for calculation detail.
To determine how much water can be stored in the porous tennis courts, the void space that is available to store water must be calculated. Determination of BMP_Vol_Captured:
Assumptions:
- The material from the permeability test is uniform across the entire surface area of the courts and 4” deep.
- The solid density of the material (?s) is 2.70 Mg/m3 which is the typical value for soil material.
- The mass of air (Ma) in the sample is equivalent to zero.
Knowns:
Figure 1. Volumetric and mass relationships for the Har Tru material sample shown in a phase diagram.
[LosPalmos_DrainStudy]
Ma = 0
Row = 62.43 lbs/ft3
Ros = 2.70 Mg/m3 = 168.56 lbs/ft3
SA = surface area of the tennis courts = 50,748 ft2
d = Depth of court material = 4 in = 0.33 ft
From Froehline & Roberston, Inc. Permeability Test:
H = Height = 15.24 in
D = Diameter = 11.38 in
A = Area = 101.71 in2
Vt = Total Volume = 1550.10 in3 = 0.90 ft3
W = weight = 7.39 g
w = moisture content = 3.60 %
Rod = dry density = 118.86 pcf (lbs/ft3)
Vt = Vs + Vw + Va
Mt = Ms + Mw
Rod = Ms/Vt
Vs = Ms/ros
w = Mw/Ms * 100
Vw = Mw/row
Since the dry density and the total volume of the sample is known the total mass of the solids can be calculated.
Ms = Rod * Vt = 118.86 lbs/ft3 * 0.90 ft3 = 106.97 lbs
Next the volume that these solids occupy within the same can be computed.
Vs = Ms/ros = (106.97 lbs) / (168.56 lbs/ft3) = 0.63 ft3
Since the water content, and now, the mass of the solids are known, the total mass of water within the sample can be determined.
Mw = wMs/100 = ((3.60%)*(106.97 lbs)) / 100 = 3.27 lbs
Then the volume that this water occupies can be calculated because the density of water is also known.
Vw = Mw/row = (3.27 lbs) / (62.43 lbs/ft3) = 0.05 ft3
Now the volume of air can be calculated which will indicate how much volume is available for water storage during a rain event.
Va = Vt – Vs – Vw = 0.90 ft3 – 0.63 ft3 – 0.05 ft3 = 0.22 ft3
Therefore the percent of the volume that is available for storage is equal to the volume of air divided by the total volume of the sample.
% of volume available for storage = 0.22 ft3 / 0.90 ft3 * 100 = 24%
If this percentage is applied across the entire volume of the tennis courts then the BMP_Vol_Captured will be found.
Vc = volume of tennis court material = SA * d = 50748 ft2 * 0.33 ft = 16,916 ft3
BMP_Vol_Captured = Vc * % of volume available for storage = 16,916 ft3 * 24% = 4,060 ft3
The 25 year 24 hour design storm volume is calculated by multiplying the amount of rain from the storm event over the surface area of the tennis courts. In the Arlington area the 25
year 24 hour design storm amount is 9.30 inches. Now the 25yr_24hr_Storm_Vol can be computed.
25yr_24hr_Storm_Vol = 50,748 ft2 * 9.3 in * (1ft/12in) = 39,330 ft3
Finally the amount of credit can be calculated.
Credit = BMP_Vol_Captured / 25yr_24hr_Storm_Vol * 0.20 = (4,060 ft3)/(39,330 ft3) * 0.20 = 2.1%
Patrick
CDM Smith Inc
904.504.3621
victorpr@cdmsmith.com<mailto:victorpr@cdmsmith.com>
From: Layton, Douglas [mailto:dlayton@coab.us]
Sent: Wednesday, April 29, 2015 5:42 PM
To: Victor, Patrick
Subject: RE: Impervious surface at ABCC
Anytime after 9:30. Let’s say 10:00.
Doug
From: Victor, Patrick [mailto:VictorPR@cdmsmith.com]
Sent: Wednesday, April 29, 2015 5:42 PM
To: Layton, Douglas
Subject: RE: Impervious surface at ABCC
Doug,
I’ll call you tomorrow. When would be a good time?
Patrick
CDM Smith Inc
904.504.3621
victorpr@cdmsmith.com<mailto:victorpr@cdmsmith.com>
From: Layton, Douglas [mailto:dlayton@coab.us]
Sent: Wednesday, April 29, 2015 4:08 PM
To: Victor, Patrick
Subject: RE: Impervious surface at ABCC
Patrick,
Any feedback on this question?
Doiug
From: Layton, Douglas
Sent: Thursday, April 23, 2015 4:45 PM
To: 'victorpr@cdm.com'
Cc: Van Liere, Nelson
Subject: FW: Impervious surface at ABCC
Patrick,
I’m told by COJ that CDM did a study on a “clay” tennis court for them shortly after the initiation of their stormwater utility. As you can see, I am in a discussion on this topic
with the Atlantic Beach Country Club.
Can you shed any light on the discussion from CDM’s prior research?
Doug
From: Alex Acree [mailto:alex.acree@taylorandwhite.com]
Sent: Thursday, April 23, 2015 4:14 PM
To: Rick Wood; Layton, Douglas
Cc: Glynn Taylor; 'Doug Maier'; Williams, Scott; Moore, Kayle; mike.carlin80@gmail.com<mailto:mike.carlin80@gmail.com>; 'Ed Tucker'
Subject: RE: Impervious surface at ABCC
Doug,
Please see attached documentation from Har-Tru regarding the pervious material used to construct the tennis courts.
Thanks,
Alex R. Acree, P.E.
Project Engineer - Taylor & White, Inc.
9556 Historic Kings Road S., Suite 102 - Jacksonville, Florida 32257
t: (904) 346-0671 - f: (904) 346-3051 - m: (904) 874-2307
www.TaylorandWhite.com<http://www.taylorandwhite.com/> - Alex.Acree@TaylorandWhite.com<mailto:Alex.Acree@TaylorandWhite.com>
From: Rick Wood [mailto:rwood@wooddev.net]
Sent: Thursday, April 23, 2015 3:40 PM
To: 'Layton, Douglas'; Alex Acree
Cc: Glynn Taylor; 'Doug Maier'; 'Williams, Scott'; 'Moore, Kayle'; mike.carlin80@gmail.com<mailto:mike.carlin80@gmail.com>; 'Ed Tucker'
Subject: RE: Impervious surface at ABCC
Doug,
I’ve asked Alex to research as tennis company represented the Har-Tru courts were considered pervious for permitting purposes.
Doesn’t mean it’s true but again asked Alex to research.
Thanks,
Rick
Rick Wood
The Wood Development Company of Jacksonville
414 Old Hard Road, Suite 502
Fleming Island, Florida 32003
904 264-6553 office
904 269-2729 facsimile
904 813-5647 cellular
rwood@wooddev.net<mailto:rwood@wooddev.net>
From: Layton, Douglas [mailto:dlayton@coab.us]
Sent: Thursday, April 23, 2015 3:10 PM
To: Alex Acree
Cc: Rick Wood ; Glynn Taylor; Doug Maier; Williams, Scott; Moore, Kayle
Subject: RE: Impervious surface at ABCC
Alex,
We did include the tennis courts in our calculations. Since you did not, I checked with Jacksonville to see how they accounted for clay courts. They do include clay courts as impervious
as water does not normally penetrate the court surfaces. Seems reasonable to me, probably because that was what I was thinking originally.
We are willing to accept your calculations of 133, 173 SF as a baseline for the stormwater fee if you will add in the court surfaces.
Thanks,
Doug
From: Alex Acree [mailto:alex.acree@taylorandwhite.com]
Sent: Friday, April 17, 2015 3:25 PM
To: Doug Maier
Cc: Rick Wood ; Layton, Douglas; Glynn Taylor
Subject: RE: Impervious surface at ABCC
Doug,
See below and attached for breakdown. I re-calculated the numbers as I realized the pool area was included in my first calculation. It has been removed in the below numbers.
Pavement / Sidewalk = 115,792.53 sf
Buildings = 17,426.42 sf
Total = 133,218.95 sf
Thanks,
Alex R. Acree, P.E.
Project Engineer - Taylor & White, Inc.
9556 Historic Kings Road S., Suite 102 - Jacksonville, Florida 32257
t: (904) 346-0671 - f: (904) 346-3051 - m: (904) 874-2307
www.TaylorandWhite.com<http://www.taylorandwhite.com/> - Alex.Acree@TaylorandWhite.com<mailto:Alex.Acree@TaylorandWhite.com>
From: Doug Maier [mailto:dougmaier@comcast.net]
Sent: Friday, April 17, 2015 2:49 PM
To: Alex Acree
Cc: Rick Wood ; Layton, Douglas
Subject: FW: Impervious surface at ABCC
Alex,
Can you provide breakdown to Doug Layton.
Thank you.
Doug M.
From: Layton, Douglas [mailto:dlayton@coab.us]
Sent: Friday, April 17, 2015 2:38 PM
To: Doug Maier
Cc: Rick Wood ; Williams, Scott; Moore, Kayle
Subject: RE: Impervious surface at ABCC
Doug,
Guess we need to resolve the difference. I think we did include existing tennis courts, but not future.
Since I showed you our total first, suggest you send us a breakdown of impervious by area so we can check our results against your table. Maybe we can narrow down the difference to
one or two features and then resolve easier.
Thanks,
Doug
From: Doug Maier [mailto:dougmaier@comcast.net]
Sent: Friday, April 17, 2015 2:26 PM
To: Layton, Douglas
Cc: Rick Wood
Subject: FW: Impervious surface at ABCC
Doug,
Please see Alex’s square footage number below, if you have questions please advise.
Thank you!
Doug
From: Alex Acree [mailto:alex.acree@taylorandwhite.com]
Sent: Friday, April 17, 2015 1:46 PM
To: Doug Maier; Rick Wood
Subject: RE: Impervious surface at ABCC
Doug,
I came up with 143,173sf of impervious area which does not include the tennis courts.
Thanks,
Alex R. Acree, P.E.
Project Engineer - Taylor & White, Inc.
9556 Historic Kings Road S., Suite 102 - Jacksonville, Florida 32257
t: (904) 346-0671 - f: (904) 346-3051 - m: (904) 874-2307
www.TaylorandWhite.com<http://www.taylorandwhite.com/> - Alex.Acree@TaylorandWhite.com<mailto:Alex.Acree@TaylorandWhite.com>
From: Doug Maier [mailto:dougmaier@comcast.net]
Sent: Tuesday, April 14, 2015 10:57 AM
To: Rick Wood
Cc: Alex Acree
Subject: FW: Impervious surface at ABCC
Please see Doug Layton’s correspondence below regarding storm water calculations.
Doug
From: Layton, Douglas [mailto:dlayton@coab.us]
Sent: Tuesday, April 14, 2015 10:47 AM
To: Doug Maier
Subject: Impervious surface at ABCC
Doug,
We have hand calculated the impervious surface at the new club building area to be approximately 151,460 SF. As this calculation determines the stormwater utility fee, we would like
for your engineers to check this. If you would ask them to do this calculation separately we can compare before we adjust the stormwater fee.
Thanks,
Doug
Douglas E. Layton P.E., PWLF
Public Works Director
City of Atlantic Beach
1200 Sandpiper Lane
Atlantic Beach, FL 32233
dlayton@coab.us<mailto:rcarper@coab.us>
PH: (904) 247-5834<tel:%28904%29%20247-5834>
Florida has a very broad public records law. Most written communications to City officials regarding City business are public records
available to the public and media upon request. Your e-mail communications may be subject to public disclosure.
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猼慰瑳汹㵥昧湯楳敺㤺〮瑰㸧睷慔汹牯湡坤楨整挮浯⼼灳湡㰾戯㰾愯㰾㹢猼慰瑳汹㵥昧湯楳敺㤺〮瑰挻汯牯⌺〰〷ぃ㸧渦獢㭰ⴠ渦獢㭰㰠猯慰㹮⼼㹢愼栠敲㵦洢楡瑬㩯汁硥䄮牣敥呀祡潬慲摮桗瑩潣≭㰾㹢猼慰瑳汹㵥昧湯楳敺㤺〮瑰㸧汁硥䄮牣敥呀祡潬慲摮桗瑩潣㱭猯慰㹮⼼㹢⼼㹡戼㰾灳湡猠祴敬✽潦瑮猭穩㩥⸹瀰㭴潣潬㩲〣㜰䌰✰㰾㩯㹰⼼㩯㹰⼼灳湡㰾戯㰾瀯㰾搯癩㰾⁰汣獡㵳獍乯牯慭㹬猼慰瑳汹㵥挧汯牯⌺䘱㤴䐷㸧漼瀺☾扮
灳㰻漯瀺㰾猯慰㹮⼼㹰搼癩㰾楤⁶瑳汹㵥戧牯敤㩲潮敮戻牯敤潴㩰潳楬䈣䌵䐴⁆⸱瀰㭴慰摤湩㩧⸳瀰⁴椰椰椰❮㰾⁰汣獡㵳獍乯牯慭㹬戼㰾灳湡猠祴敬✽潦瑮猭穩㩥〱〮瑰昻湯慦業祬∺慔潨慭Ⱒ猢湡敳楲≦㸧牆浯㰺猯慰㹮⼼㹢猼慰瑳汹㵥昧湯楳敺ㄺ⸰瀰㭴潦瑮昭浡汩㩹吢桡浯≡∬慳獮猭牥晩✢‾潄杵䴠楡牥嬠⼼灳湡㰾牨晥∽慭汩潴携畯浧楡牥捀浯慣瑳渮瑥㸢猼慰瑳汹㵥昧湯楳敺ㄺ⸰瀰㭴潦瑮昭浡汩㩹吢桡浯≡∬慳獮猭牥晩✢
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⁰汣獡㵳獍乯牯慭㹬戼㰾灳湡猠祴敬✽潦瑮猭穩㩥〱〮瑰昻湯慦業祬∺慔潨慭Ⱒ猢湡敳楲≦㸧牆浯㰺猯慰㹮⼼㹢猼慰瑳汹㵥昧湯楳敺ㄺ⸰瀰㭴潦瑮昭浡汩㩹吢桡浯≡∬慳獮猭牥晩✢‾慌瑹湯潄杵慬㱛猯慰㹮愼栠敲㵦洢楡瑬㩯汤祡潴䁮潣扡甮≳㰾灳湡猠祴敬✽潦瑮猭穩㩥〱〮瑰昻湯慦業祬∺慔潨慭Ⱒ猢湡敳楲≦㸧慭汩潴携慬瑹湯捀慯獵⼼灳湡㰾愯㰾灳湡猠祴敬✽潦瑮猭穩㩥〱〮瑰昻湯慦業祬∺慔潨慭Ⱒ猢湡敳楲≦㸧⁝戼㹲戼匾
湥㩴⼼㹢吠敵摳祡灁楲㐱〲㔱ㄠ㨰㜴䄠㱍牢㰾㹢潔㰺戯‾潄杵䴠楡牥戼㹲戼匾扵敪瑣㰺戯‾浉数癲潩獵猠牵慦散愠⁴䉁䍃漼瀺㰾漯瀺㰾猯慰㹮⼼㹰⼼楤㹶⼼楤㹶瀼挠慬獳䴽潳潎浲污㰾㩯㹰渦獢㭰⼼㩯㹰⼼㹰瀼挠慬獳䴽潳潎浲污䐾畯Ⱨ漼瀺㰾漯瀺㰾瀯㰾⁰汣獡㵳獍乯牯慭㹬渦獢㭰圠慨敶栠湡慣捬汵瑡摥琠敨椠灭牥楶畯畳晲捡瑡琠敨渠睥挠畬畢汩楤杮愠敲潴戠灡牰硯浩瑡汥⁹㔱ⰱ㘴‰䙓☮扮灳※獁琠楨慣捬汵瑡潩敤整浲湩獥琠
敨猠潴浲慷整瑵汩瑩⁹敦ⱥ眠潷汵楬敫映牯礠畯湥楧敮牥潴挠敨正琠楨渦獢㭰䤠潹⁵潷汵獡桴浥琠潤琠楨慣捬汵瑡潩敳慰慲整祬眠慣潣灭牡敢潦敲眠摡番瑳琠敨猠潴浲慷整敦漼瀺㰾漯瀺㰾瀯㰾⁰汣獡㵳獍乯牯慭㹬漼瀺☾扮灳㰻漯瀺㰾瀯㰾⁰汣獡㵳獍乯牯慭㹬桔湡獫㰬㩯㹰⼼㩯㹰⼼㹰瀼挠慬獳䴽潳潎浲污☾扮灳※潄杵漼瀺㰾漯瀺㰾瀯㰾⁰汣獡㵳獍乯牯慭㹬漼瀺☾扮灳㰻漯瀺㰾瀯㰾⁰汣獡㵳獍乯牯慭瑳汹㵥琧硥
畡潴灳捡㩥潮敮㸧猼慰瑳汹㵥挧汯牯⌺㘳䘵ㄹ㸧潄杵慬⹅䰠祡潴⹐⹅坐䙌⼼灳湡㰾㩯㹰⼼㩯㹰⼼㹰瀼挠慬獳䴽潳潎浲污猠祴敬✽整瑸愭瑵獯慰散渺湯❥㰾灳湡猠祴敬✽潣潬㩲㌣㔶㥆✱倾扵楬潗歲楄敲瑣牯漼瀺㰾漯瀺㰾猯慰㹮⼼㹰瀼挠慬獳䴽潳潎浲污猠祴敬✽整瑸愭瑵獯慰散渺湯❥㰾灳湡猠祴敬✽潣潬㩲㌣㔶㥆✱䌾瑩⁹景䄠汴湡楴敂捡㱨猯慰㹮漼瀺㰾漯瀺㰾瀯㰾⁰汣獡㵳獍乯牯慭瑳汹㵥琧硥畡潴灳捡㩥潮敮㸧猼慰瑳汹㵥昧湯
楳敺ㄺ⸰瀰㭴潣潬㩲㌣㔶㥆✱ㄾ〲‰慓摮楰数慌敮⼼灳湡㰾㩯㹰⼼㩯㹰⼼㹰瀼挠慬獳䴽潳潎浲污㰾灳湡猠祴敬✽潦瑮猭穩㩥〱〮瑰挻汯牯⌺㘳䘵ㄹ㸧瑁慬瑮捩䈠慥档䱆㌠㈲㌳渦獢㭰渦獢㭰渦獢㭰㰠猯慰㹮漼瀺㰾漯瀺㰾瀯㰾⁰汣獡㵳獍乯牯慭瑳汹㵥琧硥畡潴灳捡㩥潮敮㸧愼栠敲㵦洢楡瑬㩯捲牡数䁲潣扡甮≳琠牡敧㵴弢汢湡≫㰾灳湡猠祴敬✽潦瑮猭穩㩥〱〮瑰㸧汤祡潴䁮潣扡甮㱳猯慰㹮⼼㹡漼瀺㰾漯瀺㰾瀯㰾⁰汣獡㵳獍乯牯慭瑳汹㵥琧硥畡
潴灳捡㩥潮敮㸧猼慰瑳汹㵥昧湯楳敺ㄺ⸰瀰㭴潣潬㩲㌣㔶㥆✱倾㩈㰠猯慰㹮愼栠敲㵦琢汥┺㠲〹┴㤲㈥㈰㜴㔭㌸∴琠牡敧㵴弢汢湡≫㰾灳湡猠祴敬✽潦瑮猭穩㩥〱〮瑰㸧㤨㐰
㐲ⴷ㠵㐳⼼灳湡㰾愯㰾灳湡猠祴敬✽潦瑮猭穩㩥〱〮瑰挻汯牯⌺㘳䘵ㄹ㸧漼瀺㰾漯瀺㰾猯慰㹮⼼㹰瀼挠慬獳䴽潳潎浲污猠祴敬✽整瑸愭瑵獯慰散渺湯❥㰾灳湡猠祴敬✽潦瑮猭穩㩥〱〮瑰挻汯牯⌺㘳䘵ㄹ㸧漼瀺☾扮灳㰻漯瀺㰾猯慰㹮⼼㹰瀼挠慬獳䴽潳潎浲污猠祴敬✽整瑸愭瑵獯慰散渺湯❥㰾灳湡猠祴敬✽潦瑮猭穩㩥⸹瀰㭴潦瑮昭浡汩㩹吢浩獥丠睥删浯湡Ⱒ猢牥晩㬢潣潬㩲ㄣ㑆㜹❄䘾潬楲慤栠獡愠瘠牥⁹牢慯異汢捩爠捥牯獤氠睡☮扮灳※潍瑳眠楲瑴湥
挠浯畭楮慣楴湯潴䌠瑩⁹景楦楣污敲慧摲湩楃祴戠獵湩獥牡異汢捩爠捥牯獤漼瀺㰾漯瀺㰾猯慰㹮⼼㹰瀼挠慬獳䴽潳潎浲污猠祴敬✽整瑸愭瑵獯慰散渺湯❥㰾灳湡猠祴敬✽潦瑮猭穩㩥⸹瀰㭴潦瑮昭浡汩㩹吢浩獥丠睥删浯湡Ⱒ猢牥晩㬢潣潬㩲ㄣ㑆㜹❄愾慶汩扡敬琠桴異汢捩愠摮洠摥慩甠潰敲畱獥渦獢㭰夠畯ⵥ慭汩挠浯畭楮慣楴湯慭⁹敢猠扵敪瑣琠異汢捩搠獩汣獯牵⼼灳湡㰾灳湡猠祴敬✽潦瑮猭穩㩥⸹瀰❴㰾㩯㹰⼼㩯㹰⼼灳湡
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