1927 Beach Avenue ZVAR20-0010 Packet (Tovey)ZVAR20-0010
1927 Beach Ave
Topo/Elevations
24-81(n)
DEP Letter – DU-474
ANGLE POINT
OPPOS17E R-42
476.58 _ U)
N81157'44"E o
N
N
0f0
DEPARTMENT OF NATURAL RESOURCES
MONUMENT NO. 72-81-A16. JULY, 1989.
Co
CD
Q
ANGLE POINT
OPPOSITE R-43
n
I
n
00
o
I o
Z
n
OrnZw
r
Im
T 111.6'
I LOT 53
TTI I I
DcyiaI
D FOUND 1/2" MW21. 2t 56 2t.7a
ROD, NO CAP 1 9. '
D NORTHING. 2,186,890.5 9 VN8 E 187.; 0' IRON - T
C-) Z EAS11NG530,656.0
9 2 •4 ,47 E
D
xx 1 zi
0.4' m 6' v D f NC p 'eLWOOD NCEt0•
D 20' BUILDING0RESIMC, 710N UNE 21.1 O O
t 20
0 ZO O
21.2'
20
11
C DC LIMIT
B1
rr ww QN B
IT 0
LE
V I _ q p 'n lid AzO21.6 4
54
I Rj Cy
C t
ia,.
52 21.49 X 21 • o O
C7 z
m I p N
r n
I' iZFE A I
V n
ala
Q10. r
O
21.0
21-1 21.2' 20.6
0.6 6
FOUND 314 -IRON ROD,
t 1 20 g 8
0.2' t
NO CAP X OOD FE
NORTHING. 2.186, 840 7
FASTING: 530,658.9 4Q'4 "II
83
x
2115 (
S8940'37"W 1.85 11
I : 102.3' -
I
BENCH MARK. • C
FOUND MAGNAIL & DISK (LB3672) INEAREASTEDGEOFPAVEMENTOFa
BEACH AVENUE
9.0' SOUTH OF SOUTH PROPERTY o o LOT 51
LINE ® 1927 BEACH AVENUE.
ELEVATION 20.85 N.A. V.D. (1988) I 4
rq
102.3'
N
I
I0
rn
rn
I
I I
I I
I
I ANGLE POINT
OPPOSITE R-44
659
2
MAP SHOWING SURVEY OF
ALL OF THAT PART OF LOT 52, NORTH ATLANTIC BEACH UNIT NO. 2, AS RECORDED IN PLAT BOOK 15, PAGE 57 OF
THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA L YING WESTERL Y OF THE EROSION CONTROL LINE AS
ESTABLISHED BY PLAT BOOK 35, PAGES 59, 59A AND 59B OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY.
1
1
i
1
STORY FRAME
RESIDENCE
NO. 1931
8 ` tt•4
LIMIT OF x 15
BUILDABLE
1 ' AREA . OUNQ -CUT
p5 6WO
2 TE WA y G Kh.51MICHON
I
E 1 z
I
103.9'-
2 ST Y STUCCO
N
R IDNCE
1927
LO=19.569 .
5E
o N
FNISHEDFOR
9g
o o >
aa
SOURCES
18TH STREET
DEPARTMENT OF NATURAL RE
MONUMEN T NO. 72- 81- A 17. JUL Y, 1989.
NORTHING: 2186220.9
FASTING: 530133.1
NOT VALID WITHOUT THE SIGNATURE AND
THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER."
CHECKED BY: FILE: 2017-1565
1
DRAWN BY: CL
2014-1156, 2015-197,
p»E
S1p o3,
REMAI S OF CONL
BULKH D BURIED
DUNESrq
WALK X0.3 `
4tK.
e
1
x t4 1
Io
2 STORY FRAME I O
RESIDENCE
I OF
lJIN REAUN
1
Iz
2
p»E
S1p o3,
REMAI S OF CONL
BULKH D BURIED
DUNESrq
WALK X0.3 `
4tK.
r vv, . I
PIPE, OCA
ss.3 IRON - l ON x t
x t4 1
Io
2 STORY FRAME I O
RESIDENCE I Z
NO. 1917 w 1
Iz
29.5' I
m
I
i
m I
Ir
I
I
Irn
I
IyI
I
1
I
I
i
I
I
I
BOATWRIGHT LAND SURVEYORS. inc.
X .l
1
EACH I U E
x8
x
WALK
Xg
x t4.5
x t4.
ES
x 14.5
4
1929)
LEGEND
OO DENOTES OLD POST LOCATION
FOR REMOVED COVERED WALK
THE PROPERTY SHOWN HEREON APPEARS TO LIE
IN FLOOD ZONES "X" (AREA OUTS/DE THE 0.27.
ANNUAL CHANCE FLOODPLAIN) AND FLOOD ZONE
AD" (DEPTH 2) AS WELL AS CAN BE DETERMINED
FROM THE FLOOD INSURANCE RATE MAP No.
12031C0407H, REVISED JUNE 3, 2013 FOR DUVAL
COUNTY, FLORIDA.
1500 ROBERTS DRIVE
NOTES
1. THIS /S A TOPOGRAPHIC SURVEY.
Z BEARINGS BASED ON A CALCULATED LINE BETWEEN
DEPARTMENT OF NATURAL RESOURCES MONUMENT
NUMBERS 72-81-A16 AND 72-81-A17 PER THE COASTAL
CONSTRUCTION CONTROL LINE FOR DUVAL COUNTY,
FLORIDA, BASED ON GPS OBSERVATIONS.
J. THE CURRENT COASTAL CONSTRUCTION CONTROL LINE IS
RECORDED 1N MAP BOOK C, PAGES 72 THROUGH 72H,
DUVAL COUNTY, RECORDED JULY 21, 1992.
4. MEAN HIGH WATER LINE (MHW) DETERMINED USING
EXTENDED DATUM FOR TIDE STATION 872-0291
JACKSONVILLE BEACH, MHW = 210 (NAND 1988), TIDE
RANGE = 5.07).
5. SEASONAL HIGH WATER LINE AS DEFINED BY FLORIDA
STATUTES CHAPTER 161.053 (6)(a)2: "Seasonal high-water
line" means the line formed by the intersection of the
rising shore and the elevation of 150 percent of the local
mean tido/ range above local mean high water.
210 + (1.5 X 5.07) = 9.7 (NATIO 1988)
6. COORDINATES BASED ON STATE PLANE COORDINATE
SYSTEM, EAST ZONE, NAD27 PER THE RECORDED COASTAL
CONSTRUCTION CONTROL LINE AND CONVERTED TO NAD
1983 DATUM USING CORPSCON 6.0.1.
7. BENCH MARK USED IS MAGNATE &DISK (LB3672), AS
SHOWN HEREON, HAVING AN ELEVATION OF 20.85 (N. A. V.D.
1988.)
8. THE EROSION CONTROL LINE AS RECORDED IN PLAT
BOOK 35, PAGES 59, 59A & 59B OF THE CURRENT PUBLIC
RECORDS OF DUVAL COUNTY, FLORIDA IS THE EASTERLY
MOST PROPERTY LINE FOR PRIVATE LANDS IN SAID COUNTY.
9. THE OWNER OF RECORD PER THE DUVAL COUNTY
PROPERTY APPRAISERS OFFICE /S KIRK A. T01/EY.
10. GPS RUN USING SPECTRA PRECISION EPOCH 25 LI/L2
EQUIPMENT AND 7RlM8LE VRS SOFTWARE.
11. THE GENERAL PERMIT LINE SHOWN AS PER OFFICIAL
RECORDS BOOK 12975, PAGE 1781 OF THE CURRENT
PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA.
12 N.A. V.D. 1988 VERTICAL DATUM= N. G. V.D. 1929
VERTICAL DATUM -1.102 FEET.
x
0.2
X
X
x68
A VERA
G17
INTEGRA TED GRADE=
79.73 (N.A. V.D. 19 88)
20.23 (N.G. V. D.
0.2
0
IX ,O.t
X 0.2
X ,0.2
Q 10 20 40
SCALE: 1" = 20'
D
r
1
D
Z
l
O
1 1
z
THIS SURVEY WAS MADE FOR THE BENEFIT OF KEVIN PARTEL
AVERAGE INTEGRATED GRADE -JANUARY 2, 2018
ADDED N.G. V.D. 1929 DATUM -NOVEMBER 16, 2016
AVERAGE INTEGRATED GRADE- OCTOBER 10, 2016 DONN W. BOATWRIGHT, P.S.M.
TOPOGRAPHIC UPDATE- FEBRUARY 26, 2015 FLA. LIC. SURVEYOR AND MAPPER No. LS 3295
10/14/2014 ADDED BUILDING TIES TO THE PROPERTY LINE FLORIDA LICENSED SURVEYING AND MAPPING BUSINESS No. LB 3672
JACKSONVILLE B.EACH-, FLORIDA DATE: AUGUST 29, 20141 __ i OF 1j 904)241-8550
f
44ffE
476.58
N81 "57
DEPARTMENT OF NATURAL RESOURCES
MONUMENT NO. 72-81—A16. JULY, 1989.
O
fel
m
frlFTIF -F]
0
m
m1
D z
FOUND 1/2" IRON
ROD, NO CAP
NORTHING: 2,186,890.5
EASTING: 530,656.0
Z
PLAN REVIEW COMMENTS 4/4/16
RE# 164641-0000
O ITEMI
O < z
o
n FT cam O
0OA -A C
y oQ0c__ `
2
N
rn
Q0
FT
00O
Jv
m
FOUND 3/4"IRON ROD,
NO CAP
NORTHING: 2,186,840.7
EASTING: 530,658.9
ANGLE POINT
OPPOSITE R-42
N
O
0 FILL IMPORT
N 52 Cu. qrds.
PROCTOR MAXIMUM DRY DENSITY ASTMD 1531)
GRADE BEAM 16 cu. qrcls.
WITH A MINIMUM LBR OF l5. (OPTIONAL)
fTl
68 cu. qrds.
W
SITE GRADING
0O
196 C.U. yrds.
OLD POOL AREA
p°
Oo ANGLE POINT
a
OPPOSITE R-43
j\\//\
l l
STABILIZED TO A MINIMUM OF LBR OR 40.
O
O
0)
V J
FOR PRIOR TO
FABRICATION ON ALL RAI I
D
U7 r
o(
14
s p hO1iiiiii777
j I q
n
P O
Sd
z
o cn
isys°
rri
o
1-01
m
94'-Ij" TO SEAWARD EDGE OF OUTDOOR 5HOWER PAVER PAD
LOT 53
PLAN REVIEW COMMENTS 5/18/16
E#1 b41-0000 1
111.6'
OUT / FILL TABLE
30" DIA. LIMEROCK BASE COMPACTED TO A
O
OUT FILL IMPORT
PILES 52 Cu. qrds.
PROCTOR MAXIMUM DRY DENSITY ASTMD 1531)
GRADE BEAM 16 cu. qrcls.
WITH A MINIMUM LBR OF l5. (OPTIONAL)
NEW POOL 68 cu. qrds.
STABILIZED SUBGRADE MON-PLASTIC,
SITE GRADING
0O
196 C.U. yrds.
OLD POOL AREA
p°
148 cu. qrcls.
REQUIRED FILL
a
208 Cu. yrds.
j\\//\ v/\/\\//\\/ STABILIZED TO A MINIMUM OF LBR OR 40.
STO Y F AME
RE IDENE
N 193
ENOI NEERS STRUCTURAL CRITERIA
MAI' O\/ERRI DE SHOViN DETAILS.
FOR STRUCTURAL AND RE I NFORG I NO
INFORMATION, REFER TO ENOINEERINO
SHEETS.
I PAVER DETAIL
11,
I
I '
I ' I '
I i
i IiI
I ' I '
I ' I '
I '
I ' I '
I '
I ' I '
21'-10" 1 1, 1 1 100'-6" 1 le W-0 j
BENCH MARK:
FOUND MAGNAIL & DISK (LB3672)
NEAR EAST EDGE OF PAVEMENT OF
BEACH AVENUE
9.0' SOUTH OF SOUTH PROPERTY
LINE @ 1927 BEACH AVENUE.
FIFZ ISO N 2_0....8L_..N_A . V. D. (19 8 8)
DEPARTMENT OF NATURAL RESOURCES
MONUMENT NO. 72-81—A17. JULY, 1989.
NORTHING: 2186220.9
EASTING: 530133.1
RESIDENCE
25.3' NO, 1917 N
109 2" '7'-4"Ci1
LOT 51
00
P 1 .5'
rn
0 FT `'-
0 29.5
O -
117-8 p Z
N O F_
J
01
00 0
V
O -P
0-) ANGLE POINT
OPPOSITE R-44 X
TO SEAWARD EDGE OF ENCLOSED GARAGE N
Z
100'-II" TO SEAWARD EDGE OF ENGL05ED S GTURE
TO SEAWARD EDGE OF PAVERS
TO SEAWARD EDGE OF P OL
II6-11 TO SEAWARD EDGE OF PAVERS
111'-04" TO SEAWARD EDGE OF BALCONIES
i
01 122'-51/2" TO SEAWARD EDGE OF BREAK -AWAY G.M.U. SCREEN WAL
135'-O" TO SEAWARD EDGE OF FILL
164'-2j" TO SEAWARD E E OF POO FENCE
IIII , I I I
31I- I,
I
III,
I I
I, I , I , I ,
III
III ,
I: I
INTER-LOCKIN6 PAVER SYSTEM
SAND -FILLED JOINTS
1' - 1 1/2" CONCRETE SAND TO MEET ASTM 033
4" THICK LIMEROGK BASE COURSE COMPACTED
TO A DENSITY OF AT LEAST 100% OF THE MODIFIED
PROCTOR MAXIMUM DRY DENSITY (ASTM D 153"1)
WITH A MINIMUM LBR OF -15. (OPTIONAL)
12" OF STABILIZED SU86RADE (NON -PLASTIC, INOR6ANIC,
GRANULAR 501L COMPACTED TO A DENSITY OF AT LEAST
96% OF THE PROCTOR MAXIMUM DRY DENSITY (ASTM D 1551)
AND STABILIZED TO A MINIMUM OF L.BR OR 40.
099
0 A-0 9
1 0
INS 0 CO
BEAD -BURIE1 S
I Q
J
N
FT
Q
INSTALL 2'x8" IPE DECK
JOISTS TIGHT AGAINST b"xb' POST.
FASTEN N/ 6-12d RING SHANK
STAINLESS STEEL NAILS EACH SIDE.
21x8' P.T. 5YP NO2
DECK JOISTS 0 Ib" O.G.
z
ON -
Ipc 51MPSON H2S STAINLESS—
STEEL HURRICANE CLIP N/
IO-IOdx(I) 6" STAINLESS
STEEL NAILS AT EACH
DECK JOI5T
6"x6" P.T. SYP No.2
P05T • 6'-0' O.G. EXCAVATE
AND EMBED POST 4'-0" INTO
EXISTING GRADE
2"xb" IPE DEGKIN6 N/
2pce-MI0 x (3) 4",02 SQUARE
DRIVE TYPE 316 STAINLESS
STEEL DECK SCREWS AT
EACH INTERSECTION
2'x8' IPE
RIM BOARD. FASTEN N/
3 ROW5 12d RING SHANK
5TAINLE55 STEEL NAILS
Ib' O.G., INTO THE
END OF EACH DECK JOIST
EXISTING
GRADE
r :
T/A
2"x10" IPE
K BEAM. FASTEN TOSETHIER
K/ ROWS 12d RING SHANK
INLE55 STEEL NAILS
12" O.G.
GUT -IN (I) 8" SEAT INTO b'xb"
POST TO RECEIVE HEADER BEAM.
INSTALL 2pce 0' D HOT DIPPED
GALVANIZED THROU&H BOLTS AT
EACH BEAM TO P05T LOCATION
BRONZE ANODIZED RAILING
1" 50. PICKETS O 5" O.G.
3" 50. POST
I" x 2" BOTTOM RAIL
Xy\
U
30" DIA. LIMEROCK BASE COMPACTED TO A
O
DENSITY OF AT LEAST c_6% OF T14E IFIED
04
PROCTOR MAXIMUM DRY DENSITY ASTMD 1531)
Z
s
I
WITH A MINIMUM LBR OF l5. (OPTIONAL)
00
STABILIZED SUBGRADE MON-PLASTIC,
O
0O
I AIOF
9.9 p°
DENSITY
ATLEULASTR
Or- PROCTOR
W
a
MAXIMUM DRY DENSITY (ASTM D 1531) AND
j\\//\ v/\/\\//\\/ STABILIZED TO A MINIMUM OF LBR OR 40.
X U*
1 Lu
O
6UBSET BRACKE75
j//\1/N NOTE: CONTRACTOR SHALL SUBMIT SHOP
0)
0 XI
FOR PRIOR TO
FABRICATION ON ALL RAI I
4' H 16H POOL LENGE SEWALRD OF THE GGGL
0 O°
J
T P. SILT B RRICA E/
C NSTRUCTIO FENCE
FROM LAND ARD SIDE
SEAWALL TO CCCL J
WOOD WALK ---------------------- T T_ I—I -1 1
J_LI_I J
F_
Z
SITE F L A N -5
SCALE: I"=10' -O"
ALL OF THAT PART OF LOT 52, NORTH ATLANTIC BEACH UNIT NO. 2, A5 RECORDED IN PLAT BOOK 15, PAGE 51 OF
THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA LYING WESTERLY OF THE EROSION CONTROL LINE AS
ESTABLISHED BY PLAT BOOK 55, PA6E5 K 5aA AND 5aB OF THE CURRENT PUBLIC RECORDS OF SAID COUNTY.
OFFICE COPY
Wz
n O_
N
Z
OWNcn°
U
r
O
H
04
Vow
Z
s
I
ILS
o
00
w m
O
0O
8 9.9 p°
01
W
a
chi
Zcf)
X U*
1 Lu
O
O
z0
0)
0 XI
U
OL
ci Lu
LO
CQ
c
ro
Q)
o °'
o
LO W
cd
C
O
55
o
pa
ilos
s
I o a
I ga
O O
8 9.9 p°
01 a q
X U*
1 Lu
ri
O
z0
0)
0 XI 5
OL
ci Lu
0 O° s p hO1iiiiii777
j I q s
40 a g° Sd fig:
8
oions
o0 isys°
o
1-01Ua M-8dO MFo
LO
CQ
c
ro
Q)
o °'
o
LO W
cd
C
O
Ln
0 0
C\2
O O
co cd co
C, r
X U*
1 Lu
0) w
OL
ci Lu
zto o
a
LO
CQ
c
ro
Q)
o °'
o
LO W
cd
C
DRAWN BY: KBG/BV
GFfEGKED BY:
DAA'
10/24/11
50ALE:
JOB NUMBER. 5585
REVISED:
Lu Q
O O
Lu LL
C, r
X U*
1 Lu
V 1
Lu V OL
ci Lu
11r-<
Lu O
DRAWN BY: KBG/BV
GFfEGKED BY:
DAA'
10/24/11
50ALE:
JOB NUMBER. 5585
REVISED:
FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION
Water Rest)urCe Management, CCCL Program
2600 BlainStone Rd., MS 3522
TaⅢahasscらEL 32399-3000
(850) 245-8336
B釘m虜N高mbeγ:ー7000276. DU
Nのq子種A幼く功αれ
FIELD PERMIT PURSUANT TO SECTION 161.053 or 161.052, FLORIDA STATUTES
FINE)ENGS OF FACT AND CONCLUSIONS OF LAW: The request for a pemit wa§ COnSidered by the §taff designee of the Departmen` of Environmental
Pro書ecfron and found to be血comp腿nce with the requirement§ Of Chapter 62B-33, Horida A血ministrative Code (F.A.C.). Approval is spec脆cally li血ited
(O the activity血the sta‡ed locafron and by the project description, aPProVed plans (if any), attaChed standard conditions, and any §PeCial condition§ §tated
below pursuant to Paragraph 161.053①, FIoridr Statute§・珊s pemit may be §u§pended or revoked血accordance wi`h Secfron 624.100, F.A.C.
PROJECT LOCATION: 1927 Be紬h Avflnue. At!antic BeflCh ]書t D嶋P R-MnN‥ n丁丁R_l鴫4 Nn27Omn3?0
PROJECT DESCRTPTION工皿e型li脚l咋博皿i調轟a血orized to construct a血ore-nOma1 25■fhot long x 2-frot血gh timber rcaining wall
along the south and no血sides ofthe dwelling; and to place approximately 100 cubic yards of sand釧material seaward ofthe dwelling.皿e
rctining walho餌t) tO eX血d a血aXimun distl血∞ of 140 feet se脅Ward of血e CCCL租d血e糾is to鋤的皿d a maximum di抽n∞ Of 150 feet
§eaWard of血e CCCL∴
SPECRAL PERMIT CONDITIONS: This pemit i§ Valid o血y a雌er all applicable federal, S`ate, and local pemit§ are Obtained and does no( authorize
COn(ravention oflocal setback requirement§ Or ZOning or build血g codes. This pemit and public notice §hall be posted on `he §i`e immediately upon issuance
and shaIl rema血posted along with local approval un制the complefron of any activity authorized by this permit. Other speciaI condifron§ Of this pemit
l" The smd糾皿at餌ia恒s to be obtined from a source血dw調d of也e CCCL皿d心血be ∞皿P血ble to血e existing 8md on血e site in bo心
堅塁vration and grain sIZe, and it shall be血ee of construction debris or other foreign matter
2. No other activities are authorized under this oermit.
3. No additional exterior lighting is au血orized under血is
STANDARD PERMFT CONDFTIONS: The pemitte shau comply with the attached §tandard field pemit condition§・
APPLICANT IIⅦORMATION: I hereby certify書hat I am either: (la) the owner of the §ubject pI.OPerty Or (1b) I have the owner一§ COnSent tO SeCure this
Pemi( on t血e owner’s behalf; and `ha( (2) I §hall ob章a血any appHcable licenses or permits which may be required by federal. §tate, COunty. Or municipa=aw
Prior to co皿血enCement Of the au他orized work; (3) I acknowledge that the∴authorized work is what I reque§ted; and (4) I accept respo血sibility for
CO血PIiance with all permit conditions.
Date O6109#20 Telephone No. (904) 669-9357
Address 4230 MYRTLE S丁St. Augustine’FL 32084
l 1927 Beach Ave・ Amantic Beach, FL 32233 (904) 887-8762
pγ加ted mme C細rqer少C”neγ pr・per少Omeγb a虎舟ess pγ`pe砂の仰er短eJ匂hone "0.
。EPARTRENT FINAL ACTION AND剛LENG AND ACKNOWLEDGMENT: This触d permit is∴aPPrOVed on behaIf of the Department of
Enviromental Protectton by the undersigned staff designee, and filed on this date, PurSuant to SeCtion 120.52. F.S., Wit血the undersigned des屯nated Deputy
09 JUN 2020
UBLIC NOTICE IS ON THE BACK OF THIS PERMT. EXPRATION DATE:
偶mergeney pemi(§ iseued pursuant to Section 62B-33.014, F.A,C., are Valid for no more than n血ety days and other field
伽n重2血on鵬・ T血e §t郷鯖designee皿租y §匹d町a §ho競er債血e li皿iり
D働勝
09 JUN 2021
EMERGENCYPERM∬: □ YES 回NO AppI.OVedplansareattached: mYES 口NO
AND PUBLIC NOTICE CONSPICUOUSLY ON THE SITE
DEP form 73-122 (Updated 8/15) [脇feCの,-7b肋郷See Q鍾e]匹llow Cczzyて4pplica坤[P脇CQ抄「S櫛・Des壇巾ee]
Project address:
Kirk Tovey residence (new single-family home currently under construction)
1927 Beach Ave.
Atlantic Beach, Fl. 32233
To whom it may concern,
We have applied for a variance to add additional DEP approved fill Eastward of our home foundation
and the addition of 2 landscape walls, 20” in height to help stabilize the property due to the natural
unlevel sloping and existing steep contours, and create a storm water path due to the massive flooding
along beach avenue during a rain event.
Currently, the storm water flows Southward from the top of the hill around 20th street and flows
downward (South) flooding 1931 and 1927 Beach Ave. the water then flows between the two properties
toward the dune causing washouts and undermining for both properties.
We received permits from DEP for the additional fill and landscape walls. (see attached).
We proceeded to install the approved fill and the walls per the approved permit.
DEP main building permit DU-474-FO, page 4, states approval for 344 cubic yard of fill, including
208 cubic yards of imported fill.
The new DEP permit du-7000276 is allowing for an additional 100 cubic yards.
In total, we are approved to install 208cy + 100cy = 308cy of fill of which we have only installed
approximately 50cy of total fill.
The additional fill and landscape walls were also verbally approved by Scott Williams of public works.
Is there a city ordinance regarding the restoration of sand dune on private property in addition to an
approved DEP permit for said scope?
CITY OF ATLANTIC BEACH
COMMUNITY DEVELOPMENT BOARD
STAFF REPORT
AGENDA ITEM 4.D
CASE NO. ZVAR20-0010
Request for a variance from Section 24-70 of the city code to install additional
sand dune fill at 1927 Beach Avenue.
LOCATION 1927 Beach Avenue
APPLICANT Kirk Tovey
DATE July 14, 2020
STAFF Brian Broedell, Principal Planner
STAFF COMMENTS
The applicant is Kirk Tovey, the owner of 1927 Beach Avenue. A new single family house is under
construction at this property and is nearing completion. The applicant is requesting to install additional
sand seaward of the house (between the house and the beach) and two 20” tall retention walls to support
the additional sand.
In June of this year, the applicants received a field permit from FDEP to “construct a shore-normal 25-
foot long x 2 foot high timber retaining wall along the south and north sides of the dwelling; and to place
approximately 100 cubic yards of sand fill material seaward of the dwelling. The retaining walls are to
extend a maximum distance of 140 feet seaward of the CCCL and the fill is to extend a maximum distance
of 150 feet seaward of the CCCL.”
However, this additional fill has not been approved by the City of Atlantic Beach because Section 24-70
of the City Code prohibits the altering of grade, elevation, or topography of any parcel (i.e. adding fill)
except as to meet coastal construction codes or to meet required flood zone or stormwater regulations. As
such, the applicants are requesting a variance from Section 24-70.
Area
of fill
Page 2 of 3
ANALYSIS
Section 24-65 states that “applications for a variance shall be considered on a case-by-case basis, and shall
be approved only upon findings of fact that the application is consistent with the definition of a variance
and consistent with the provisions of this section.” According to Section 24-17, Definitions, “[a] variance
shall mean relief granted from certain terms of this chapter. The relief granted shall be only to the extent
as expressly allowed by this chapter and may be either an allowable exemption from certain provision(s)
or a relaxation of the strict, literal interpretation of certain provision(s). Any relief granted shall be in
accordance with the provisions as set forth in Section 24-65 of this chapter, and such relief may be subject
to conditions as set forth by the City of Atlantic Beach.”
Section 24-65(c) provides six distinct grounds for the approval of a variance:
(1) Exceptional topographic conditions of or near the property.
The applicant states that the existing rear yard contours on the approved working drawings need to
be adjusted based on the DEP requirements of the main foundation heights being several feet higher
than the surrounding homesites.
(2) Surrounding conditions or circumstances impacting the property disparately from nearby
properties.
The applicant states that the storm water runoff from Beach Ave is directing itself downward toward
the dunes in between our property (1927 Beach Ave) and the northerly neighboring property (1931
Beach Ave).
(3) Exceptional circumstances preventing the reasonable use of the property as compared to other
properties in the area.
The applicant states that the existing dune contours create an unstable easterly yard due to erosion
and irregular ground heights.
(4) Onerous effect of regulations enacted after platting or after development of the property or after
construction of improvements upon the property.
(5) Irregular shape of the property warranting special consideration.
(6) Substandard size of a lot of record warranting a variance in order to provide for the reasonable
use of the property.
REQUIRED ACTION
The Community Development Board may consider a motion to approve ZVAR20-0010, request for a
variance from Section 24-70 of the city code to install additional sand dune fill at 1927 Beach Avenue
upon finding this request is consistent with the definition of a variance, and in accordance with the
provisions of Section 24-65, specifically the grounds for approval delineated in Section 24-65(c) and as
described below.
A variance may be granted, at the discretion of the Community Development Board, for the
following reasons:
(1) Exceptional topographic conditions of or near the property.
(2) Surrounding conditions or circumstances impacting the property disparately from nearby
properties.
(3) Exceptional circumstances preventing the reasonable use of the property as compared to
other properties in the area.
(4) Onerous effect of regulations enacted after platting or after development of the property or
after construction of improvements upon the property.
Page 3 of 3
(5) Irregular shape of the property warranting special consideration.
(6) Substandard size of a lot of record warranting a variance in order to provide for the
reasonable use of the property.
Or,
The Community Development Board may consider a motion to deny ZVAR20-0010, request for a
variance from Section 24-70 of the city code to install additional sand dune fill at 1927 Beach Avenue
upon finding this request is not consistent with the definition of a variance.
PUBLIC NOTICE
To whom it may concern,
Notice is hereby given to all property owners within 300 feet of the address below, and as shown in the map
below, that a Public Hearing regarding the case described in this notice will be held by the identified governing
body or bodies in Commission Chambers located at 800 Seminole Road on the provided date and time.
PROJECT Property Location Map
Item No: ZVAR20-0010
Address: 1927 Beach Avenue
Applicant: Kirk Tovey
PUBLIC HEARING(S)
Body: Community Development Board
Date July 21, 2020
Time: 6:00 PM
Request: Request for a variance from Section 24-70 of the city code to install additional sand dune
fill at 1927 Beach Avenue.
Summary: The applicant is requesting a variance from Section 24-70 which prohibits altering the
grade/topography of a site except as required to meet coastal construction codes or
applicable flood zone or stormwater requirements. The applicant is requesting to install
additional sand dune fill.
Pursuant to Section 286.0105, Florida Statutes, a person deciding to appeal any decision made by the Commission
with respect to any matter considered at the meeting or at any subsequent meeting to which the Commission has
continued its deliberations is advised that such person will need to insure that a verbatim record of all proceedings
is made, which must include the testimony and evidence upon which the appeal is to be based.
All information related to the item(s) above is available for review on the city of Atlantic beach webpage under
Public Notices https://www.coab.us/960/Public-Notices.
Interested parties may appear at the public hearing and be heard regarding the item(s). If you plan on appearing
and have written comments and/or pictures, please email everything 24 hours prior to the hearing. If you are not
able to attend the hearing, you can email your written comments to aaskew@coab.us 24 hours prior to the hearing.
The following measures will be taken to create a clean meeting environment and ensure social distancing:
1. Commission chambers will be cleaned and sanitized prior to the meeting.
2. Hand sanitizer will be available outside of chambers.
3. We ask that only people associated with each case come in when their case is called.
4. Attendees will wait in the breezeway on marked spaces that are 6 feet apart and wait for their case to be
called. There is an outside speaker in the breezeway that will amplify the sound from chambers.
5. Audience chairs will be spaced 6 feet apart.
6. Masks will be required during the meeting.
In accordance with the Americans with Disabilities Act and Section 286.26 of the Florida Statutes, persons with
disabilities needing special accommodations to participate in this meeting should contact the City Clerk’s Office
at City Hall or by calling (904) 247-5800 not less than three days prior to the public hearing.
1927 Beach Ave Zoning Comments:
January, 2018: Submitted building permit for new home
Denied permit 1/26/2018 (plans dated October 2017)
Denial Comment: Retaining Wall: Section 24-157(b)(3) limits the maximum height of
retaining walls to 4 feet from grade. The retaining wall shown sheet A7 exceeds this
maximum height. Also, the height of the retaining wall is measured from grade on the
lowest side. Please revise accordingly.
Resubmitted plans dated 1-30-2018
Stamped A2 approved b/c setbacks were met and clouded, same as A3
Stamped A3 site plan approved b/c setbacks were now met and clouded (Wall was not
considered b/c sheet A7 was referenced.
Revised sheet A7 was submitted showing 4 foot screen wall from both sides and
approved
Revision submitted 5-9-18 for a screen wall denied by Zoning for height, never submitted
revision for this. Denial comments said wall/fence must go with grade and cannot exceed 6
feet.
Pre-construction survey:
Approved site plan:
Denied permit 1/26/2018 (plans dated October 2017)
Denial Comment:
Retaining Wall: Section 24-157(b)(3) limits the maximum height of retaining walls to 4
feet from grade. The retaining wall shown sheet A7 exceeds this maximum height. Also,
the height of the retaining wall is measured from grade on the lowest side. Please revise
accordingly.
Snip of wall from
denied sheet A7
Revised & Approved Sheet A7 submitted 1/30/2018
New sheet A7 shows a level grade on both sides of the wall
Snip of wall from
new sheet A7
Sheet from Pool Permit
Sheet from Pool Permit