610 Begonia St RES19-0016 new single-family home permit ALL
Revision Request/Correction to Comments **HIGHLIGHTED IN
ION
rf�`1ijr/ IN
j,�V."' City of Atlantic Beach Building Department GRAY IS REQUIRED.
.°d 800 Seminole Rd, Atlantic Beach, FL 32233 }� 1 (�
j � Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#:R�1 v1- 001 (p
Revision to Issued Permit OR El Corrections to Comments Date: I//?1:1/
Project Address: (du D E &o f' A 61-
Contractor/Contact Name: /40 ig' Ftoi DA CC r 4rY2.-e)41/
Contact Phone: 616`i 44741FCAv D`'1`L0UD Email: 5 ✓e- n9'rric5 g—`- 1• "—
Description of Proposed Revision/Corrections:
Tk F- Q FT>�.. J-• r4-4 Fpt 1,w-5 FF... M o 4,,'ae
...d Kx, A Pyro.n-D 4T- 31-L 5 a-«t-.-v-r, eu•.4.-..-•,410,t--1-3-- /402."—
I P'`e'' '/'+"". affirm the revision/correction to comments is inclusive of the proposed changes.
(printed name)
• Will roposed revision/corrections add additional square footage to original submittal?
. . No ❑ Yes (additional s.f.to be added: )
• Willosed revision/corrections add additional increase in building value to original submittal?
o ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation)
*Signature of Contractor/Agent: _Y /�
(Office Use Only)
V Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$
Revision/Plan Review Comments
1
Department Review Required: `
Building /".. (/4'O'''.7,--"\.j7,e/,�� ir-'�`g,
Planning&Zoning' E " IVIE Reviewed By
Tree Administrator
is Wor s NOV 2 0 20f9 k
PUbItc Utilities ',7/ i f
Public Safety �,
Fire Services Updated 10/17/18
prEP
pARTME�r FLORIDA DEPARTMENT OF Ron Governor
O*`
Environmental Protection
Jeanette Nunez
Lt.Governor
c Bob Martinez Center
L
It,(:: 2600 Blair Stone Road Noah Valenstein
~MENTAL Qao` Tallahassee,Florida 32399-2400 Secretary
SELF-CERTIFICATION FOR
A STORMWATER MANAGEMENT SYSTEM IN UPLANDS SERVING
LESS THAN 10 ACRES OF TOTAL PROJECT AREA AND
LESS THAN 2 ACRES OF IMPERVIOUS SURFACES
Owner(s)/Permittee(s): Begonia Street HOA, Inc
File No: 0377021001 EG
File Name: BEGONIA STREET RESIDENTIAL
Site Address: Begonia Street and W 6th Street
Atlantic Beach FL-32233
County: Duval
Latitude: 30° 19'46.5958"
Longitude: -81° 25'27.3213"
Total Project Area: 0.749
Total Impervious Surface Area: 0.328
Approximate Date of Commencement 07/01/2019
of Construction:
Registered Florida Professional: David Touring
License No.: 53503
Company: The Touring Company,Inc.
Date:June 08, 2019
David Touring certified through the Department's Enterprise Self-Service Application portal that the
project described above was designed by the above-named Florida registered professional to meet the
following requirements:
(a)The total project area involves less than 10 acres and less than 2 acres of impervious surface;
(b)Activities will not impact wetlands or other surface waters;
(c)Activities are not conducted in,on,or over wetlands or other surface waters;
(d)Drainage facilities will not include pipes having diameters greater than 24 inches, or the hydraulic
equivalent, and will not use pumps in any manner;
(e)The project is not part of a larger common plan,development, or sale; and
(f)The project does not:
1.Cause adverse water quantity or flooding impacts to receiving water and adjacent lands;
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2.Cause adverse impacts to existing surface water storage and conveyance capabilities;
3.Cause a violation of state water quality standards; or
4.Cause an adverse impact to the maintenance of surface or ground water levels or surface water flows
established pursuant to s. 373.042 or a work of the district established pursuant to s. 373.086, F.S.
This certification was submitted before initiation of construction of the above project. The system is
designed, and will be operated and maintained in accordance with applicable rules adopted pursuant to part
IV of chapter 373, F.S. There is a rebuttable presumption that the discharge from such system will comply
with state water quality standards.Therefore, construction, alteration, and maintenance of the stormwater
management system serving this project is authorized in accordance with s.403.814(12),F.S.
In accordance with s. 373.416(2),F.S., if ownership of the property or the stormwater management system
is sold or transferred to another party,continued operation of the system is authorized only if notice is
provided to the Department within 30 days of the sale or transfer.This notice can be submitted to:
FDEP Northeast District
8800 Baymeadows Way West
Jacksonville,FL 32256
This certification was submitted along with the following electronic documents:
File Description 1
Existing Site
Proposed Site
Drainage Report
If you have submitted this certification as a Florida Registered Professional, you may wish to sign and seal
this certification, and return a copy to the Department, in accordance with your professional practice act
requirements under Florida Statutes.
I,David Touring, License No.53503,do hereby certify that the above information is true and accurate,
based upon my knowledge, information and belief. In the space below, affix signature,date, seal,company
name, address and certificate of authorization (if applicable).
This sealed certification may be submitted to the Department,either electronically(as an attachment in
Adobe PDF or other secure, digital format)at Erp.selfcerts@dep.state.fl.us,or as a hardcopy, at the postal
address below:
FDEP Northeast District
8800 Baymeadows Way West
Jacksonville, FL 32256
STORMWATER MANAGEMENT REPORT
PREPARED FOR
BEGONIA STREET HOA, INC.
RESIDENTIAL LOTS
BEGONIA STREET, ATLANTIC BEACH, FLORIDA
JUNE 3, 2019
PREPARED BY
THE TOURING COMPANY, INC.
CIVIL AND MARINE CONSULTING
14286-19 BEACH BLVD.,UNIT 355
JACKSONVILLE,FLORIDA 32250
PHONE: (904)614-3302
FAX: (904)223-6045
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INTRODUCTION
Begonia Street HOA, Inc. owns existing platted residential lots in Atlantic Beach, Florida.The site
currently contains 6 residential building lots. The proposed development includes constructing 6
houses on the properties, adhering to the design and construction standards for Atlantic Beach,
Florida. The existing storm water runs into a tidally influence drainage ditch which discharges to
the Intracoastal Waterway (ICW)to the west. The drainage design was developed to convey the
additional runoff from the proposed impervious surfaces.
PRE-DEVELOPED DRAINAGE PATTERNS
The existing site currently is bounded on three sides by drainage swales which discharge to the
ICW to the west. Runoff from the site is conveyed over ground to these existing swales.
POST DEVELOPED DRAINAGE PATTERNS
The site will continue to drain to the perimeter swales adjacent to the properties. However, runoff
from the new impervious dwellings will be directed to a water quality retention ditch in the rear of
each building. The retention swale is sized in accordance with the requirements of the St Johns
River Water Management District(SJRWMD). The retention swale will discharge to the existing
tidally influenced drainage ditches during rainfall events that exceed to required treatment
volume. The retention swale is required to accommodate the increased runoff and water quality
requirements.
STORMWATER CALCULATIONS
The development of the project will increase the impervious area, although discharge is to a
tidally influence receiving body. For this reason, attenuation management is not required.
Attached are calculations to demonstrate the required and provided treatment volumes in the
proposed dry retention basin and a calculation to demonstrate that the basin will dewater in less
than 72 hours.
2
Begonia Street Residential
Water Qualtiy Calculations
June 3,2019
The calculations below follow the criteria and methodology set forth in the St.John's River Water
Management District's Applicant's Handbook:Regulation of Stormwater Management Systems,Chapter
40C-42,F.A.C.,for retention systems.
Drainage area= 32,640 sf
Percent impervious= 44%
f= 0.30
K,= 1.0 in/hr = 2.0 ft/day Assumed values
KH= 2.0 ft/day
FS= 2.0
Basin bottom elevation= 4.50 ft
The seasonal high groundwater elevation is determined from the City evaluation. The SHGW Table
is set at 1.0 feet below existing grade indicating groundwater high GW at:
Seasonal high ground water table elevation= 3.50 ft
Based on the above and assuming as before,the impervious layer is estimated as:
Impervious layer elevation= 0.00 ft
The proposed detention basin has the following stage-storage relationship:
Stage(ft) Storage(ct)
4.50 0
5.00 1,050
6.00 3,150
Calculate the required treatment volume. For on-line retention,the rule requires retention of 0.5 inches of
runoff or 1.25 inches times the impervious area,whichever is greater,plus an additional 0.5 inch.
0.5"volume= 1,360 cf
1.25"x imp.area= 1,488 cf
Total treatment volume= 2,848 cf
Calculate the height of the treatment volume in the basin. Using the stage/storage data,we see that 7,269
cf is between elevation 37.00 and 38.00 ft. Interpolating:
Treatment vol.elev.= 5.42 ft
Determine if saturated lateral(Stage Two)flow will occur:
The area of the basin bottom(Ab)is:
Ab= 2,100 sf
Utilizing Equation 26-3,the volume infiltrated during Stage One(V„)is:
V„=Abhbf= 630 cf
Saturated lateral flow will occur since V.<treatment volume
Calculate the time to infiltrate the treatment volume during unsaturated vertical(Stage One)flow.
The unsaturated vertical conductivity(K,,,,)is determined from the attached geotechnical report:
K„,= 1.0 in/hr = 2.0 ft/day
The design infiltration rate(Id)is found from Equation 26-1:
Id=K JFS= 1.0 ft/day
From Equation 26-2,the time to saturate the soil beneath the basin(t,,t)is:
ism=fhb/Id= 0.30 days = 7.20 hrs
Calculate the remaining treatment volume to be recovered under saturated lateral(Stage Two)flow
conditions.
Remaining volume to be infiltrated under saturated lateral flow= 2,218 cf
Calculate the elevation of treatment volume at the start of saturated lateral flow by interpolating:
Treatment volume elev.at start of saturated lateral flow= 5.56
Calculate Fy and F„
When the treatment volume is recovered(time t=trot.)the water level is at the basin bottom.
Hence,the height of the water level above the initial groundwater table(he)will be equal to hb.
he=hb= 1.00 ft(at t=tT.4.1)
The height of water in the basin at the start of saturated lateral flow(h2)is:
h2= 1.06 ft
From Equation 26-8:
HT=hb+h2= 2.06 ft
Fy is determined from Equation 26-6:
Fy=he/HT= 0.49
When the water level is at the basin bottom(time t=tTow)the basin length
(L)= 300 ft and the basin width(W)= 7 ft.
Basin length to width ratio(L/W)= 42.86
Determine F,,
From Figure 26-7;Fx= 1.5
Calculate the time to recover the remaining treatment volume under saturated lateral flow.
H= 3.5 ft
The average saturated thickness(D)can be found from Equation 26-7:
D=H+hc/2= 4 ft
The time(t)to recover the remaining treatment volume under lateral saturated flow conditions is
determined from Equation 26-9:
t=W2/(4 KH D F,,2)= 0.65 days = 15.50 hrs
Total time to recover the treatment volume(tTa„�)equals the time to recover during unsaturated vertical
flow plus the time to recover under lateral saturated conditions.
Total recovery time(tro„i)= 22.70 hrs
Therefore,the design meets the 72 hour recovery time criteria.
•
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NOTES. E•
TOTAL SITE AREA• 32.640 SF 8_ it
TOTAL PROPOSED IMPERVIOUS AREA•14260 SF(43 75%) ' •1
DISCHARGE PD .TIDAL DITCH TO OW a• 6'i I I
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1 TOTAL REQUIRED WATER DUALRY RFTENIIDN•284 SF = q-I
TOTAL WATER QUALITY RETENTION PROVIDE• li ii2.818 /��-e'++l°I!I
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C-01
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Electronic Articles of Incorporation N19000005152
For
FILED
c. 2019
SeOf State
dlokeefe
BEGONIA STREET HOA, INC
The undersigned incorporator, for the purpose of forming a Florida not-for-
profit corporation, hereby adopts the following Articles of Incorporation:
Article I
The name of the corporation is:
BEGONIA STREET HOA, INC
Article II
The principal place of business address:
632 PINE STREET
NEPTUNE BEACH, FL. 32266
The mailing address of the corporation is:
632 PINE STREET
NEPTUNE BEACH, FL. 32266
Article III
The specific purpose for which this corporation is organized is:
STORM-WATER RETENTION CANAL MAINTENANCE FOR 6 INDIVIDUAL
LOTS
Article IV
The manner in which directors are elected or appointed is:
AS PROVIDED FOR IN THE BYLAWS.
Article V
The name and Florida street address of the registered agent is:
STEPHEN M STARKE
632 PINE STREET
NEPTUNE BEACH, FL. 32266
I certify that I am familiar with and accept the responsibilities of
registered agent.
Registered Agent Signature: STEPHEN M. STARKE
N19000005152
FILED
Article VI May 08 2019
See. Old State
The name and address of the incorporator is: dlokeefe
STEPHEN M STARKE
632 PINE STREET
NEPTUNE BEACH, FL 32266
Electronic Signature of Incorporator: STEPHEN M. STARKE
I am the incorporator submitting these Articles of Incorporation and affirm that the facts stated herein are
true. I am aware that false information submitted in a document to the Department of State constitutes a
third degree felony as provided for in s.817.155, F.S. I understand the requirement to file an annual report
between January 1st and May 1st in the calendar year following formation of this corporation and every
year thereafter to maintain"active" status.
Article VII
The initial officer(s)and/or director(s)of the corporation is/are:
Title: P
STEPHEN M STARKE
632 PINE STREET
NEPTUNE BEACH, FL. 32266
Title: VP
JOSEPH HOLTON
6685 BOWIE ROAD
JACKSONVILLE, FL. 32219
Article VIII
The effective date for this corporation shall be:
05/07/2019
4ter.
` \s, CITY OF ATLANTIC BEACH
800 SEMINOLE ROAD
ATLANTIC BEACH,FL 32233
(904) 247-5800
r
1119
Application#'¢.E S t g't—001 6
Page 1 of 4
•
FLOODPLAIN DEVELOPMENT PERMIT APPLICATION
This form is to be tilled out in duplicate.
SECTION I: General Provisions(APPLICANT to read and sign):
. No work of any kind may start until a permit is issued.
2. The permit may be revoked if any false statements are made herein.
3. If revoked, all work must cease until permit is re-issued.
4. Development shall not he used or occupied until a Certificate of Compliance is issued.
5. The permit will expire if no work is commenced within six months of issuance.
6. Applicant is hereby informed that other permits may be required to fulfill local, state, and federal
regulatory requirements.
7. Applicant hereby gives consent to the Local Administrator or his/her representative to make
reasonable inspections required to verify compliance.
8. THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS
TO THIS APPLICATION A T THE BEST OF MY KNOWLEDGE, TRUE AND
ACCURATE. q
(APPLICANT'S SIGNATURE) DATE 21 2L)
SECTION 2: Proposed Develop ent(To he completed by APPLICANT)
J J£ griotpL/
6b ai ESQ,w• ti /'CSC J S < I-L J2 Z 1 S ( v9277-01-2
TE PHONE
,S (TE2?7-o!'z s
LICITI4 / Fl l � ► '
BUILDER fi
ENGINES ')7 ) /Ad,-k`t.- J 1
,� E.ICJ (?r.w- :..� O.,". FL .z0I. r- 771 � Yo
PROJECT LOCATION:
To avoid delay in processing the application, please provide enough information to easily identify thp nrniNrt
location. Provide the street address, lot number or legal description (attac. 5 ‘ck _ O O , G
distance to the nearest intersecting road or well-known landmark. A ski
showing the project location would he helpful. / �
6 l O /3 c F-J A. .
S I ?EST L . � t .
-T�
DESCRIPTION OF WORK (Check all applicable boxes): Application//12.C.S II-v 63'1 G
Page 2 of 4
A. STRUCTURAL DEVELOPMENT
ACTIVITY STRUCTURE TYPE
1 __
. New Structure 1�Residential (1-4 Family)
❑ Addition U Residential (More than 4 Family)
U Alteration IJ Non-residential (Floodproofing'?LI Yes)
U Relocation U Combined Use(Residential &Commercial)
U Demolition • ld Manufactured(Mobile) Home(In Manufactured
U Replacement Home Park'? LI Yes)
ESTIMATED COST OF PROJECT$
B. UK-leafing
DEVELOPMENTOP� ACTIVITIES
iW ll IJ Mining U Drilling U Grading
U Excavation(Except for Structural Development Checked Above)
U Watercourse Alteration(Including Dredging and Channel Modifications)
l9'brainage Improvements (Including Culvert Work)
U Road, Street or Bridge Construction
0 Subdivision (New or Expansion)
U Individual Water or Sewer System
U Other(Please specify)
After completing SECTION 2, APPLICANT should submit form to the Local Administrator for review.
SECTION 3: Floodplain Determination(To he completed by the Administrator)
The proposed development is located on FIRM Panel No4ce. Dated l t(e'2A te,.
The Proposed Development:
LI Is NOT located in a Special Flood Hazard Area (Notify the applicant that the application review is
complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED).
C_] is partially located in the SFHA, but building/development is not.
l7 Is located in a Special Flood Hazard Area
FIRM zone designation is A E N p
"100-Year" flood elevation at the site is: 6 ft. * (MSL)
IJ Unavailable
❑ Is located in the floodway.
FBFM Panel No. Dated
(if different from the FIRM panel and date)
❑ See Section 4 for additional instructions.
SIGNED 7.1 N't�t--%4 C- >4 DATE c ?(Z6(l 9
2
Application#12.‘S g-001 6
Page 3 of 4
SECTION 4: Additional Information Required(To be completed by Local Administrator)
The applicant_ � must submit the documents checked below before the application can be processed:
l7 A site plan showing the location of all existing structures, water bodies, adjacent roads, lot
/dimensions, and proposed development.
ll Development plans. drawn to scale, and specifications, including where applicable: details for
anchoring structures, proposed elevation of lowest floor (including basement), types of water-resistant
materials used below the first floor, details of floodproofing of utilities located below the first floor,
and details of enclosures below the first floor.
Also,
LI Subdivision or other development plans. (If the subdivision or other development exceeds 50 lots or 5
acres, whichever is the lesser, the applicant must provide "100-year" flood elevations if they are not
otherwise available).
C9'lans showing the extent of watercourse relocation and/or landform alterations.
U Change in water elevation(in feet) ❑ Meets ordinance limits on elevation increases
❑ YES ❑ NO
K 0. 9
[B'Top of new compacted fill elevation ft.-G V D(MSL).
0 Floodproofing protection level (non-residential only) ft. NGVD (MSL). For
floodproofed structures, applicant must attach certification from registered engineer or architect.
C9'Certification from a registered engineer that the proposed activity in a regulatory floodway will not
result in any increase in the height of the "100-year" flood. A copy of all data and
hydraulic/hydrologic calculations supporting this finding must also be submitted.
U Other:
SECTION 5: PERMIT DETERMINATION(To be completed by LOCAL ADMINISTRATOR)
I have determined that the proposed activity: A. ❑ Is
B. O Is not
in conformance with provisions of Local Law# , 19_. The permit is issued subject to the conditions
attached to and made part of this permit.
SIGNED DATE
If Box A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee.
If Box B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may
revise and resubmit an application to the Local Administrator or may request a hearing from Board of Appeals.
Application#
3
Page 4 of 4
APPEALS: Appealed to Board of Appeals? LJ Yes Li No
Hearing date:
Appeals Board Decision -Approved? LI Yes U No
Reasons/Conditions:
SECTION 6: AS-BUILT ELEVATIONS (To he submitted by APPLICANT before Certification of
Compliance is issued)
The following inforniation must he provided for structures that are part of this application. This section must
be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this
application). Complete 1 and 2 below.
1. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard
Areas, bottom of lowest horizontal structural member of the lowest floor, excluding piling(s) and
columns) is: ft.-NGVD (MSE).rk ANT) NA9
2. Actual (As-Built)Elevation of floodproofing protection is ft. NCVD(MSL).
SECTION 7: COMPLIANCE ACTION(To be completed by LOCAL ADMINISTRATOR)
The LOCAL ADMINISTRATOR will complete this section as applicable based on inspection of the project
to ensure compliance with the community's local law for flood damage prevention.
INSPECTIONS DATE: 02`21, t q BY 714 - DEFICIENCIES? II< 0 No
DATE BY DEFICIENCIES? U Yes 0 No
DATE BY DEFICIENCIES? U Yes 0 No
SECTION 8: CERTIFICATE OF COMPLIANCE(To he completed by LOCAL ADMINISTRATOR)
Certificate of Compliance issued: DATE BY
4
Arlington, Daniel
From: Arlington, Daniel
Sent: Friday, March 1, 2019 3:15 PM
To: 'Steve Starke'; 'northfloridallc@gmail.com'
Cc: Williams, Scott; Swann, Steve; Pittman, Bill; Reeves, Derek; Corbin, Shane; Broedell, Brian;
Jennifer Johnston; Mike Jones
Subject: Block 138, Begonia Street.
Dear Sirs:
I was recently on the referenced site, with the Directors of Public Works and Public Utilities.
It came to our attention that additional grading has been done since we last met, on 02/26/19.
A Stop Work Order(SWO) is in place for all six lots for unpermitted fill and grading.
If you thought that the SWO is only for 650 Begonia,there are no filling or grading permits issued for the other five lots.
To be clear, stop all filling,grading, and construction on all six lots of Block 138, Begonia Street, until the SWO is
removed by Public Works.
We have the above issue and several others to resolve before work can resume.
The fastest way to resolve these issues is to attend our Monday Department meeting, this Monday, March 4, at 1:30 pm.
Please email back, if you can attend or want to meet at another time.
The lots in question have the potential to cause flooding on other properties and we cannot approve moving forward
until plans and details show that will not happen.
Some issues for discussion will include:
1. Continuous drainage flow through all six lots to an approved drainage facility.
2. FFE of garage and possible use of hydrostatic vents, as required by FEMA Technical Bulletin 1.
3. Details of support fill and slope of drive way.
4. Driveway/ditch/property line/apron details. Stormwater cannot run across the street onto other properties.
5. Force-main sewer system,or partial gravity system.
6. Inspection of bottom of footing excavations to verify suitable soils.
7. Details of front-to-back drainage swales.
8. This engineering, for stem walls, is limited to 4 block courses. Please provide revised engineering for this case.
9. FYI: Compaction tests are required for each 12" "lift" of fillfiunder slab.
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Please let us know when you can meet.
Sincerely,
Davt Arlivtgtovt
Dan Arlington, CBO
Building Official
City of Atlantic Beach, Florida
darlindtoncoab.us
(904) 247-5813
1
,"rte .t4 Cash Register Receipt Receipt Number
Al, City of Atlantic Beach R11855
DESCRIPTION I ACCOUNT I QTY PAID
PermitTRAK $55.00
RES19-0016 Address: 610 BEGONIA APN: $55.00
BUILDING FINAL**02/10/2020 RBE $55.00
BUILDING FINAL**02/10/2020 RBE 455-0000-322-1002 0 $55.00
TOTAL FEES PAID BY RECEIPT: R11855 $55.00
Date Paid: Thursday, February 27, 2020
Paid By: North Florida Construction Company, LLC
Cashier: FJ
Pay Method: CREDIT CARD 16
9
Printed:Thursday, February 27, 2020 4:08 PM 1 of 1 4
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, Cash Register Receipt Receipt Number
r, g p
City of Atlantic Beach R11886
\0,31/
DESCRIPTION ACCOUNT QTY PAID
PermitTRAK $55.00
RES19-0016 Address: 610 BEGONIA APN: $55.00
BUILDING FINAL**02/28/2020 DA $55.00
BUILDING FINAL**02/28/2020 DA 455-0000-322-1002 0 $55.00
TOTAL FEES PAID BY RECEIPT: R11886 $55.00
Date Paid: Tuesday, March 03, 2020
Paid By: North Florida Construction Company, LLC
Cashier: CT
Pay Method: CREDIT CARD 6
Z
Printed:Tuesday, March 03, 2020 3:13 PM 1 of 1 i