358 11th ST PPI21-0003 _Revision Request_3-11-22_1«*ALL INFORMATION
HIGHLIGHTED IN
GRAY IS REQUIRED.
Revision Request/Correction to Comments
City of Atlantic Beach Building Department
'j 800 Seminole Rd, Atlantic Beach, FL 32233
Phone: (904) 247-5826 Email: BuildinR-Dept(Scoab.us
N
PERMIT #f: - QQC3
I Revision to Issued Permit Date:Corrections to CommentsOR
■H
Project Address: 35g
Contractor/Contact Name:
Email:Contact Phone;- C O
Description of Proposed Revision / Corrections:
^ 1 ~f~g, P) A/-^ ! 11-*^ (o au Lt
li3 affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
● .W/ill proposed revision/corrections add additional square footage to original submittal?
1 Yes (additional s.f. to be added; )No
● W;ill proposed revision/corrections add additional increase in building value to original submittal?
Yes (additional increase in building value: $) (Contractor must sig3 *No n if increase in valuation)
*Slgnature of Contractor/Agent;
(Office Use Only)
D Approved D Denied D Not Applicable to Department Permit Fee Due $
Revision/Plan Review Comments,
Department Review Required:
Building
Planning & Zoning
Tree Administrator
Public Works
Public Utilities
Public Safety
Fire Services
Reviewed By
Date
Updated lO/17/ia
By Toni Gindlesperger at 11:28 am, Mar 11, 2022
By Mike Jones at 2:20 pm, Mar 21, 2022
50.00
Comp. By:
Date:3/8/2022
Public Wod(s Department
City of Atlantic Beach
Permit No .
Address 3U 11th street
Reouired Storage Volume
Criteria:
Section 24-68 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Devetopment Regulations requires
that stormwater runoff from impervious areas be stored onsite Volume to be retained is as follows
which IS the Modified Rational Method for estimating stormwater runoffV = CAR/12
V = Volume of Runoff to be stored (cubic feet)
C = Runoff Coefficieftt 0.32. the difference between impervious area (C=1 0)
and undeveloped conditions (C=0 08)
A = Impervious Area (square feet)
R= 25-yr / 24-hr rainfall depth (9 3 inches for Atlantic Beach)
Where
Onsite Storage Votume Required for Imoervtoui Area:
ft’12600Lot Area =
ft*4S.0%5,«7(IImpervious Area (A) =
129.3 /S.670.00.92V =XX
rv»4.043
Provided Storage:
Sideslope:2 :1Area 1 - Relative Elev.Area Storage
(t^)(ff)(21 X -1.2-1.2BOTTOMsize:
size:
» 7 1.967
1,967
Area
390 XTOB9.0
StorageArea 2 - Relative Elev.
(ft^)(ff)J2L -1.2-1.2 XBOTTOMsize:
size:
s r 1 0 XTOB» 0 0
Area StorageArea 3 - Relative Elev.
(tf)(21 X -1.2BOTTOMSize:
size;
-1.28.7 1 0 TOB09 0 X
Inground Storage: ■= A'd/pf
Total Storage Area at TOB (A) =
Depth to ESHWT from BOTTOM (d)»
Pore Factor (pf) =
Inground Storage Provided =
1967.0 ft*
4.7 ft, default Is 2.0 ft, verify onsite ESHWT
default is 0.40.4
3698.0 ft’
teRequired Treatment Volume ●
Supplied Treatment Volume *
4.043
4.288 fe
Rchantmn 3/B/2022
By Toni Gindlesperger at 11:28 am, Mar 11, 2022
2:18 pm, Mar 21, 2022
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STREET1 ' tn < I
B*rtO I*v ●*>●» :f IBy Toni Gindlesperger at 11:29 am, Mar 11, 2022
2:19 pm, Mar 21, 2022
REVIEWED
By Mike Jones at 1:14 pm, Aug 17, 2021
MAP SHOWNC SURVEY OF
UOf 27. AM) IKE EAST JA rEET OF LOT 29. BLOCK 13, SU80IVIS0N *A'
AHAWnC BEACH. JXCOKyNG TO PLAT THEREOF RECOBOO) 9t PlaT BOOK 5.
PACE 99. OF THE CURRENT PUBLIC RECORDS OF OUVAL COUNTY. aORlOA
JOB COPY
inhiff ■exi or●r«»40T-:xswsr?.JU.“fcr ●«t
S&'S"’-«●■fwarB4.<»15)4*I1 II\I I !§>aI
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g»j5-c '
»LOT 29IILOT 28 Ilot 30ILOT 32
I THE PROPERTY DCSCnCEO HEREON UES IN FLOQO
ZONE '■* (AREA OF UmtNAL FLOOD HAZARD) ASHEU AS CAN BE OCTERUMEO FROM THE 0.000INSURANCE RATE MAP No T203TC0409J. ETFECTTVCNOVCWBER 2. 2018 FOR DUVAL COUNTY. aORlOA.T>9S SURVEY WAS MADE FOR THE BENEFIT OFCHmsTQflHze MOKES, inc.
DONN W. BOAimiGHT. P.S.aFLORDA UC. SUtiCVOR on4 UAPPCR Na L8 3385ILOWOA UC SURVCmc * HAPPmC BUSKSS No LR J9T335E1500 ROBERTS ORfVC. MCRSOHVItU BEACH. aomOA 241-BS50 0FJ_BOATWRIGHT LAND SURVEYORS. Inc.
By Toni Gindlesperger at 11:29 am, Mar 11, 2022
REVIEWED
By Mike Jones at 1:14 pm, Aug 17, 2021 ALPHA
SOUTHEASTALPHA SOUTHEAST. IKC. T
2670 ROSSELLE A VE - SUITER
JACKSONVILLE. FL 32204 JOB COPY CrvtL CNaiNccnmo & Constbuctiom
Manaocmkmt P«orKaAioNAi.»
EVALUATION OF GROUNDWATER TABLE
AT
358 11“' St
Atlantic Beach, Florida
The purpose of the exploration was to collect information concerning the subsurface
groundwater conditions near the proposed retention area. The evaluation was perfonned using a
5fl hand-auger. The hand-auger boring was performed at the location shown in the exhibit below.
4-1
SIm MkTA
I s “-2 n t !irji 8 O !. I foiin »
I e
lit tj I
A1 Sl «
fA * SO OO’ <*v» «●!' nr\f»)I
The initial boring was completed on Wednesday, May 26, 2021 at 1:00 pm. The boring was
tenninated at 5’ below existing ground. No water was found at time of bore. The boring was
checked again on Thursday, May 27, 2021 at 12pm . At time of check no water was found atbottom of hole.
It is anticipated the Seasonal High Groundwater Elevation in the area will normally be at 5
feet below the existing ground at the boring location.
Respectfully submitted,
ALPHA SOUTHEAST, INC.FL C.A. 29643 V'' 0 D. Pe/-'''.,
● O 'No. 845590:■2-
H HH
-0 STATE OF
Reynold D. Peterson. P.E.
Sr Project Manager
FL PE NO 84559
By Toni Gindlesperger at 11:36 am, Mar 11, 2022