1739 LIVE OAK LN - REVISION 8-15-18 ,- CITY OF ATLANTIC BEACH
800 Seminole Road
Vr
Atlantic Beach,Florida 32233
REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS
Date___________5 Revision to Issued Permit /Corrections to Comments Permit# POOL/F- ova 3
Project Address / 73 q Li Y4 O,qk Z..11 /A
Contractor/Contact Name Stj,V1c2./.5 6 Aeli.,S/MI C//f1 EL 4. /C e ii/KA)
Phone �� -3a g-.2 9.6 , Email s on ri SepDOkial t e!J/ hCG
Description of Proposed Revision/Corrections: Permit Fee Due $ So. 0 C>
4.1d/17110 07 Cl a°d/��s�q o ye"-'D .5(..4 - G)flTE2 XETENT/Oit/ PI-Al
Ae a YID, .J �`
Additional Increase in Building Value S /,,/, Ono t-o Additional S.F. / POO
By signing below,I MICHAEL A./ It f'gJxA affirm the Revision is inclusive of the proposed changes.
(printed name)
,4
IP it.. IINIkle r ''''.- V/5/ill
Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date
(Office Use Only)
Approved )r Denied Not Applicable to Department
Revision/Plan Review Comments (OA ladI. ),, k—1 J o 6 car tr coy 12 - .
De'artment Review Required:
CM!lift n1)/-
'Tanning & Zoninu Reviewed By
Tree A •ministrator
u
Public Satety Date
Fire Services
's '�'`' CITY OF ATLANTIC BEACH
J 800 Seminole Road
tlantic Beach,Florida 32233
AUG 16 2018`
'!Ji3I9'e
REVISION REQUEST / CORRECTIONS TO PLAN REVIEW COMMENTS
Date 5 Revision to Issued Permit /Corrections to Comments Permit# POOL if-QOa,3
Project Address / 73'J L,v4 O 7x j..../mi
Contractor/Contact Name `v,/a/5E 74)64,5/A1 4. /CE/tl .-:/K,t)
Phone 'O -329-.2,Ya4, Email kgohrie., o/4jaJ( in64 hem
Description of Proposed Revision/Corrections: Permit Fee Due $
464' .1.611 Cl O2' eahi O IP_r �00 41. - GJATE2 ,eETENT/0 Al Pl N/
Additional Increase in Building Value $ /I, Ow 6-1--3. Additional S.F. / p OO
By signing below,I Al/ '(if t4 EL, A..Q,8rie-pe/J affirm the Revision is inclusive of the proposed changes.
(printed name)
..4
IIIP dL 11-&,j1 ' -- 8 /5//f
Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date
(Office Use Only)
Approved / • Denied Not Applicable to Department
Revision/Plan Review Comments Q 1 aWS 'D o I arg.Q 40 La sQN$i ok e
,
De'artment Review Required:
&Mak ../;g,1-r- \
'laannning &Zoning Re'ie eI By
Tree A•ministrator
u sCUv/ /"
Public Safety ate
Fire Services
±,�1,`1 r
I(/`s`5 ,, '�' CITY OF ATLANTIC BEACH
J = ''' 800 Seminole Road
s Atlantic Beach,Florida 32233
REVISION REQUEST I CORRECTIONS TO PLAN REVIEW COMMENTS
Date 5 Revision to Issued Permit_ Corrections to Comments_ Permit# POOL/2- 60a.3
Project Address / 73 q 1,1 1,4 Oigx ,LiNN
Contractor/Contact Name \SJ Vit2I 6E 11906L6/M/ectiEt 4. /et-Nei ,to
Phone ?O•/-3a g-..2 94, Email. nrt 5e_,a••/ Gill •) _•/A ./ t ,71
Description of Proposed Revision/Corrections: Permit Fee Due $
4441 i t.o, oT d el&r,qq O Y r JOd .5q.741. - G<JAT&2 /eETENT/OA/ fl-AA/
/
AeoY/Dr,JO
bb Additional S.F. / POO
Additional Increase in Building Value $ LI, MO—
By signing below,I 114/C/f j EL J •Awe-ix')') affirm the Revision is inclusive of the proposed changes.
(printed name)
_4
t►_4' !%,1, , i,__ 8 //5//7
Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date
(Office Use Only)
Approved / Denied Not Applicable to Department
Revision/Plan Review Comments
De'artment Review Required:
MT. ..I ///` //
Manning & Zonin. Reviewed By
Tree A •ministrator
1._ ic�OLQr c - ( 7- 1 8
Public Safety Date
Fire Services
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Comp. By: S/W
� s Date: 8/14/2018/2018
Public Works Department
City of Atlantic Beach
Permit No: Pool
Address: 1739 Live Oak Lane
Required Storage Volume
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be
stored on site. Volume of Runoff is defined as follows:
V=CAR/12
Where: V=Volume of Runoff
C =Coefficient of Runoff
A=Area of lot in square feet
R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach)
Predevelopment Runoff Volume:
Lot Area (A) = 31,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft2) (ft2) "C" Wtd "C"
Impervious 6,656 31,000 1.00 0.21
Pervious 24,344 31,000 0.20 0.16
Runoff Coefficient(C)= 0.37
Runoff Volume
V= 0.37 x 31,000 x 9.3 / 12
V= 8,932 ft3
Postdevelopment Runoff Volume:
Lot Area (A) = 31,000 ft2
Runoff Coefficient
Area Lot Area
Description (ft) (ft) "C" Wtd"C"
Impervious 9,478 31,000 1.00 0.31 %ISA= 30.6%
Pervious 21,522 31,000 0.20 0.14
Runoff Coefficient(C)= 0.44
Runoff Volume
V= 0.44 x 31,000 x 9.3 / 12
V= 10,681 ft3
Required Storage Volume
DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume
DV= 10,681 - 8,932
DV= 1,750 ft3
Retention MASTER WATER RETENTION 8/14/2018
�s s, Comp. By: SIW
Date: 8/14/2018
`os3 vi-
Public Works Department
City of Atlantic Beach
Permit No: Pool
Address: 1739 Live Oak Lane
Provided Storage:
Elevation Area Storage
(ft) (ft) (ft3)
9.1 2,058 0 BOTTOM size 98 X 21
9.7 2,500 1,367 TOB size 100 X 25
Elevation Area Storage
(ft) (ft) (ft3)
0.0 0 0 BOTTOM
0.0 0 0 TOB
Elevation Area Storage
(ft) (ft2) (ft3)
0.0 0 0 BOTTOM
0.0 0 0 TOB
Inground storage=A*d*pf
A=Area= 2500.0
d=depth to ESHWT= 6.1 Includes future 14 X 20
pf=pore factor= 0.3 building
Inground Storage= 4575.0 ft3
Required Treatment Volume= 1,750 ft3
Supplied Treatment Volume= 5,942 ft3
Retention MASTER WATER RETENTION 8/14/2018
,
•_~•
'„� Comp. By: RLC
r Date: 8/14/18
–.Xi 9.''
Public Works Department
City of Atlantic Beach
Permit No: Example
Address: 1739 Live Oak LanelAtlantic Beach,FL 32233
Required Storage Volume _
Criteria:
Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion,and Land Development Regulations
requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be _
stored on site. Volume of Runoff is defined as follows:
V=CAR/12
Where: V=Volume of Runoff _
C=Coefficient of Runoff _
A=Area of lot in square feet _
R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach)
Predevelooment Runoff Volume:
Lot Area(A) = 31,015 ft2
Runoff Coefficient
Area Lot Area
Description (ft2) (ft2) "C” Wtd"C"
Impervious 8,477 31,015 1.00 0.27
Pervious 22,538 31,015 0.20 0.15
Runoff Coefficient(C)= 0.42
Runoff Volume
V= 0.42 x 31,015 x 9.3 / , 12,
V= 10,063 ft3 '
Postdevelopment Runoff Volume:
Lot Area(A) = 31,015 ft2
Runoff Coefficient
Area Lot Area
Description (ft2) (ft2) "C" -Wtd"C" . __
Impervious 9,478 31,015 1.00 0.31 50%Impervious Surface Limt
Pervious 21,537 31,015 0.20 0.14
Runoff Coefficient AC)= 0.44
Runoff Volume _
I V= 0.44 x 31,015 x 9.3 /` 12
V= 10,684 ft3
)2eauired Storage Volume ~
DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume
DV= 10,684 - 10,063
— DV= 621 ft3
Provided Storage:
Elevation Area Storage
(ft) (ft2) (ft3)
0.0 0 0 BOTTOM
0.0 0 0 TOB
Elevation Area Storage .–
(ft) (ft2) (ft')
0.0 0 0 BOTTOM
0.0 0 0 TOB
Elevation Area Storage
(ft) (ft2) (ft3)
0.0 0 0 BOTTOM
0.0 0 0 TOB
Inground storage=A*d*pf -
A=Area= 0.0
d=depth to ESHWT= 3.0 ESHWT -per geotech if obtained
pf=pore factor= 0.3
Inground Storage= 0.0 ft3
-1
IRequired Treatment Volume= - 621 ft3
'Supplied Treatment Volume= 0 ft3 _
Retention Stormwater Calcs_AB-onsite Retention w-grnd Example.xlsx 5/31/16