445 1st Street West TREE24-0024 11.18.25 NOIPERMIT #:
ADDRESS:
APPLICANT:
PHONE:
EMAIL:
INCHES OWED
OAKS DBH 8" - 13.9"# OF TREES INCHES OWED OAKS DBH 14" - 29.9"# OF TREES INCHES OWED OAKS DBH 30"+# OF TREES INCHES OWED 0
0 0 0 and/or
0 0 0 -$
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
MARITIME DBH 8" - 13.9"# OF TREES INCHES OWED MARITIME DBH 14" - 29.9"# OF TREES INCHES OWED MARITIME DBH 30"+# OF TREES INCHES OWED 66.5
magnolia 13 1 6.5 PRESERVING ONE 27" DBH LIVE OAK 0 live oak 60 1 60 and/or
0 APPLICABLE FOR 25% PRESERVATION CREDIT 0 0 12,036.50$
0 0 0 PRESERVATION CREDIT
0 0 0 APPLY 16.56"
0 0 0
0 0 0
0 0 0
0 0 0
PALMS DBH 8" - 13.9"# OF TREES INCHES OWED PALMS DBH 14" - 29.9"# OF TREES INCHES OWED PALMS DBH 30"+# OF TREES INCHES OWED 6
palm 12 1 6 0 0 and/or
0 0 0 1,086.00$
0 0 0 PRESERVATION CREDIT
0 0 0 APPLY 1.56"
0 0 0
0 0 0
0 0 0
0 0 0
OTHER DBH 8" - 13.9"# OF TREES INCHES OWED OTHER DBH 14" - 29.9"# OF TREES INCHES OWED OTHER DBH 30"+# OF TREES INCHES OWED 0
0 0 0 and/or
0 0 0 -$
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
0 0 0
72.5
and/or
INCHES # OF TREES PLANT PAY INCHES # OF TREES PLANT PAY 13,122.50$
OAKS OAKS
54.375
and/or
9,841.88$
MARITIME 52.22"2.155"MARITIME
live oak 5"10
2.22"(x2 credit for mitigating palm) = 4.44"
5"-2.22" = 2.78" (x1 credit)
5"x9 = 45"
PALMS PALMS
OTHER OTHER
TOTALS 52.22"390.05$ TOTALS
STAFF NOTES STAFF NOTES
STAFF NOTES STAFF NOTES
STAFF NOTES STAFF NOTES INCHES AFTER CREDIT
STAFF NOTES STAFF NOTES
$ OWED AFTER CREDIT
TOTAL $ Owed
DBH 30"+ = 1: 1
TREES REMOVED
OAK
MARITIME
352 585 8326
thepermittech@gmail.com
PALM
OTHER
PROPOSED MITIGATION FINAL MITIGATION TOTAL INCHES OWED
VACANT
MITIGATION RATIOS: (inches removed : inches replaced)
DBH 8" -13.9"= 1: .5
DBH 14" - 29.9" = 1: .5
TREE24-0024
445 1st St W
George Prodanoff
ADDITIONAL INFORMATION:
•The current tree fund rate is $181.00 per inch.
•One shade tree shall be planted or preserved
within the required front yard of every lot.
PLANTING REQUIRMENTS
•Oaks must be replaced with oaks and have a 4"
caliper and 12' tall at time of planting.
•Maritime Species must be replaced with Maritime
Species.
•Mininum 2" caliper for non oaks and 10' tall at
time of planting.
•Palms may replace plams.Mininum 8ft clear
trunk height at time of planting.
•Maritime species receive double credit when
replacing non-Maritime species.
Status in accordance with the City of Altantic Beach
code of ordinances in effect at the time of
application submittal.
APPROVDED
DENIED
TPO
ADMINISTRATOR DATE
5.0
5.026.0122.212.523 2.0
3.022.118.11" = 20'C1.0SITE DRAINAGE PLAN1 of 30SCALE: 1" = 20'201040WESNDATE:SCALE:NUMBER SHEETSPAGE NUMBERPROJECT No.Oct-251025-0445PLOT DATE: 10/30/2025DRAWN BY: JAPDESIGNED BY: RCJCHECKED BY: RCJ
REV DESCRIPTION DATEBY445 1ST ST W
445 1ST ST W
ATLANTIC BEACH, FL 322331. THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FOR THE SITE IN NOTREUSABLE ON SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN ALL DITCHESAND SWALES AT COMPLETION OF CONSTUCTION.2. THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARYEROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OFCONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED.3. ADDITIONAL PROTECTION - ON-SITE PROTECTION IN ADDITION TO THE ABOVE MUSTBE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE PROJECT CONFINES DUETO UNSEEN CONDITIONS OR ACCIDENTS.4. CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARECLEANED OUT AND WORKING PROPERLY AT TIME OF ACCEPTANCE.5. SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTEREACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANYREQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.6. SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE ORBECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THEBARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.7. ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTERBARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THEEXISTING GRADE, PREPARED AND SEEDED.8. THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION ANDSEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS SPECIFICATIONS ANDSJRWMD SPECIFICATIONS AND CRITERIA.9. FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TOTHE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATERMANAGEMENT FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTALPROTECTION (FDEP) CHAPTER 6.10. EROSION AD SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALLWETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITYDEGRADATION.11. ALL AREAS DISTURBED SHALL BE GRASSED, FERTILIZED, MULCHED ANDMAINTAINED UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED.12. SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSIONPROTECTION TO ENSURE WATER QUALITY STANDARD ARE MAINTAINED.13. ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYEDTO THE OUTFALL IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATIONOF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL.14. DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WITH REQUIRESA CONSUMPTIVE USE PERMIT FROM THE SJRWMD.15. ALL DISTURBED AREAS TO BE STABILIZED THROUGH COMPACTION, SILT SCREENS,HAY BALES AND GRASSING. ALL FILL SLOPED 3:1 OR STEEPER TO RECEIVE STAKEDSOLID SOD.16. ALL DEWATERING, EROSION AND SEDIMENT CONTROL TO REMAIN IN PLACE AFTERCOMPLETION OF CONSTRUCTION AND REMOVED ONLY WHEN AREAS HAVESTABILIZED.17. THIS PLAN INDICATED THE MINIMUM EROSION AND SEDIMENT MEASURESREQUIRED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR MEETINGALL APPLICABLE RULES, REGULATIONS AND WATER QUALITY GUIDELINES AND MAYNEED TO INSTALL ADDITIONAL CONTROLS.18. THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER MANAGEMENTDISTRICT INQUIRIES RELATIVE TO COMPLIANCE OF SJRWMD FOR EROSION ANDSEDIMENTATION CONTROL. THE COST IF THIS COMPLIANCE SHALL BE PART OF THECONTRACT.19. THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT LADENRUNOFF RESULTING FROM STORM EVENTS DURING THE CONSTRUCTION PHASE.EROSION CONTROL FACILITIES SHOULD BE INSTALLED EARLY DURING THECONSTRUCTION PERIOD SO AS TO PREVENT THE TRANSPORT OF SEDIMENT INTOSURFACE WATERS. REVEGETATION AND STABILIZATION OF DISTURBED AREASSHOULD BE ACCOMPLISHED AS SOON AS POSSIBLE TO REDUCE THE POTENTIALFOR FUTURE SOIL EROSION.20. ALL SITE INFORMATION PROVIDED BY SURVEYOR21. CLEAR ONLY AREAS WITHIN IMMEDIATE CONSTRUCTION AREA; ALL OTHERS TOREMAIN NATURAL - SUBJECT TO OWNER APPROVAL22. G.C. TO PROVIDE POSITIVE DRAINAGE AWAY FROM NEW WORK. REVIEW ANYDIFFICULT CONDITION WITH ARCHITECT OR ENGINEER.23. ALL DRAINAGE BASIN SHALL BE A MINIMUM OF 5 FT FROM FOUNDATION24. SEE SITE PLAN FOR BUILDING SET BACKSEROSION & SEDIMENT CONTROL NOTESVICINITY MAPNORTHSITE
FILTER FENCE DETAIL1'-5"STAIR LANDING(TYP)SINGLE FAMILY HOMEPILE SUPPORTED445 1ST ST WRE#: 170853 0000FFE: 13.50GRADE ELEV: 5.50STAIRSSTAIRSLEGENDPROJECT BOUNDARYBUILDING FOOTPRINTCONCRETEPONDSILT FENCEINSTALL:273± LF OF SILT FENCECOMP. STORAGETOB: 5.2BOT: 4.2SEE ATTACHED COMPENSATORYSTORAGE CALCULATIONSLIMITS OF CLEARING & GRADINGMATCH EXISTING GRADESBEYOND DELINEATED LINETREE REMOVAL TABLETREE #TYPESIZE(IN)1LIVE OAK602PALM123MAGNOLIA13AREA OUTSIDE OF LIMITS OFGRADING TO REMAIN AS EXISTINGPROPOSED IMPERVIOUS AREA CALCULATION'S:LOT AREA= 5,100 FT²HOUSE FOOTPRINT= 1,707 FT²AC PAD= 12 FT²TOTAL IMPERVIOUS AREA (45% MAX) = 1,719 FT²1,719 / 5,100 = 33.71%33.71% < 35.00% = NO TREATMENT REQUIREDCOMP. STORAGETOB: 5.2BOT: 4.2EXTEND 15" CPP 29± LF-- CONNECT TOEXISTING 15" CPP ONEITHER SIDEFILL ROADSIDE DITCH TOTOB ELEVATION (4.8)MATCH EXISTING GRADEALONG JASMINE STINSTALL:ADD 5" LIVE OAK TREES, 20 FT OC ADD 5" LIVE OAK TREES, 20 FT OC ADD 5" LIVE OAK TREES, 20 FT OCNOT ENDORSED BY LEGEND ENGINEERDINGNOTE: NEW TREES ADDED BY OWNER AND
5.0
5.026.0122.212.523 2.0
3.022.118.11" = 20'C1.0SITE DRAINAGE PLAN1 of 30SCALE: 1" = 20'201040WESNDATE:SCALE:NUMBER SHEETSPAGE NUMBERPROJECT No.Oct-251025-0445PLOT DATE:10/30/2025DRAWN BY:JAPDESIGNED BY:RCJCHECKED BY:RCJREV DESCRIPTION DATEBY445 1ST ST W
445 1ST ST W
ATLANTIC BEACH, FL 322331.THE CONTRACTOR IS RESPONSIBLE FOR REMOVING SILT FOR THE SITE IN NOTREUSABLE ON SITE AND ASSURING PLAN ALIGNMENT AND GRADE IN ALL DITCHESAND SWALES AT COMPLETION OF CONSTUCTION.2.THE SITE CONTRACTOR IS RESPONSIBLE FOR REMOVING THE TEMPORARYEROSION AND SEDIMENT CONTROL DEVICES AFTER COMPLETION OFCONSTRUCTION AND ONLY WHEN AREAS HAVE BEEN STABILIZED.3.ADDITIONAL PROTECTION - ON-SITE PROTECTION IN ADDITION TO THE ABOVE MUSTBE PROVIDED THAT WILL NOT PERMIT SILT TO LEAVE THE PROJECT CONFINES DUETO UNSEEN CONDITIONS OR ACCIDENTS.4.CONTRACTOR SHALL INSURE THAT ALL DRAINAGE STRUCTURES, PIPES, ETC. ARECLEANED OUT AND WORKING PROPERLY AT TIME OF ACCEPTANCE.5.SILT FENCES AND FILTER BARRIERS SHALL BE INSPECTED IMMEDIATELY AFTEREACH RAINFALL AND AT LEAST DAILY DURING PROLONGED RAINFALL. ANYREQUIRED REPAIRS SHALL BE MADE IMMEDIATELY.6.SHOULD THE FABRIC ON A SILT FENCE OR FILTER BARRIER DECOMPOSE ORBECOME INEFFECTIVE PRIOR TO THE END OF THE EXPECTED USABLE LIFE AND THEBARRIER STILL BE NECESSARY, THE FABRIC SHALL BE REPLACED PROMPTLY.7.ANY SEDIMENT DEPOSITS REMAINING IN PLACE AFTER THE SILT FENCE OR FILTERBARRIER IS NO LONGER REQUIRED SHALL BE DRESSED TO CONFORM WITH THEEXISTING GRADE, PREPARED AND SEEDED.8.THE CONTRACTOR IS RESPONSIBLE FOR FOLLOWING THE BEST EROSION ANDSEDIMENT CONTROL PRACTICES AS OUTLINED IN THE PLANS SPECIFICATIONS ANDSJRWMD SPECIFICATIONS AND CRITERIA.9.FOR ADDITIONAL INFORMATION ON SEDIMENT AND EROSION CONTROL REFER TOTHE FLORIDA DEVELOPMENT MANUAL - A GUIDE TO SOUND LAND AND WATERMANAGEMENT FROM THE STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTALPROTECTION (FDEP) CHAPTER 6.10.EROSION AD SEDIMENT CONTROL BARRIERS SHALL BE PLACED ADJACENT TO ALLWETLAND AREAS WHERE THERE IS POTENTIAL FOR DOWNSTREAM WATER QUALITYDEGRADATION.11.ALL AREAS DISTURBED SHALL BE GRASSED, FERTILIZED, MULCHED ANDMAINTAINED UNTIL A PERMANENT VEGETATIVE COVER IS ESTABLISHED.12.SOD SHALL BE PLACED IN AREAS WHICH MAY REQUIRE IMMEDIATE EROSIONPROTECTION TO ENSURE WATER QUALITY STANDARD ARE MAINTAINED.13.ANY DISCHARGE FROM DEWATERING ACTIVITY SHALL BE FILTERED AND CONVEYEDTO THE OUTFALL IN A MANNER WHICH PREVENTS EROSION AND TRANSPORTATIONOF SUSPENDED SOLIDS TO THE RECEIVING OUTFALL.14.DEWATERING PUMPS SHALL NOT EXCEED THE CAPACITY OF THAT WITH REQUIRESA CONSUMPTIVE USE PERMIT FROM THE SJRWMD.15.ALL DISTURBED AREAS TO BE STABILIZED THROUGH COMPACTION, SILT SCREENS,HAY BALES AND GRASSING. ALL FILL SLOPED 3:1 OR STEEPER TO RECEIVE STAKEDSOLID SOD.16.ALL DEWATERING, EROSION AND SEDIMENT CONTROL TO REMAIN IN PLACE AFTERCOMPLETION OF CONSTRUCTION AND REMOVED ONLY WHEN AREAS HAVESTABILIZED.17.THIS PLAN INDICATED THE MINIMUM EROSION AND SEDIMENT MEASURESREQUIRED FOR THIS PROJECT. THE CONTRACTOR IS RESPONSIBLE FOR MEETINGALL APPLICABLE RULES, REGULATIONS AND WATER QUALITY GUIDELINES AND MAYNEED TO INSTALL ADDITIONAL CONTROLS.18.THE CONTRACTOR SHALL BE REQUIRED TO RESPOND TO ALL WATER MANAGEMENTDISTRICT INQUIRIES RELATIVE TO COMPLIANCE OF SJRWMD FOR EROSION ANDSEDIMENTATION CONTROL. THE COST IF THIS COMPLIANCE SHALL BE PART OF THECONTRACT.19.THE CONTRACTOR IS RESPONSIBLE FOR THE CONTROL OF SEDIMENT LADENRUNOFF RESULTING FROM STORM EVENTS DURING THE CONSTRUCTION PHASE.EROSION CONTROL FACILITIES SHOULD BE INSTALLED EARLY DURING THECONSTRUCTION PERIOD SO AS TO PREVENT THE TRANSPORT OF SEDIMENT INTOSURFACE WATERS. REVEGETATION AND STABILIZATION OF DISTURBED AREASSHOULD BE ACCOMPLISHED AS SOON AS POSSIBLE TO REDUCE THE POTENTIALFOR FUTURE SOIL EROSION.20.ALL SITE INFORMATION PROVIDED BY SURVEYOR21.CLEAR ONLY AREAS WITHIN IMMEDIATE CONSTRUCTION AREA; ALL OTHERS TOREMAIN NATURAL - SUBJECT TO OWNER APPROVAL22.G.C. TO PROVIDE POSITIVE DRAINAGE AWAY FROM NEW WORK. REVIEW ANYDIFFICULT CONDITION WITH ARCHITECT OR ENGINEER.23.ALL DRAINAGE BASIN SHALL BE A MINIMUM OF 5 FT FROM FOUNDATION24.SEE SITE PLAN FOR BUILDING SET BACKSEROSION & SEDIMENT CONTROL NOTESVICINITY MAPNORTHSITE
FILTER FENCE DETAIL1'-5"STAIR LANDING(TYP)SINGLE FAMILY HOMEPILE SUPPORTED445 1ST ST WRE#: 170853 0000FFE: 13.50GRADE ELEV: 5.50STAIRSSTAIRSLEGENDPROJECT BOUNDARYBUILDING FOOTPRINTCONCRETEPONDSILT FENCEINSTALL:273± LF OF SILT FENCECOMP. STORAGETOB: 5.2BOT: 4.2SEE ATTACHED COMPENSATORYSTORAGE CALCULATIONSLIMITS OF CLEARING & GRADINGMATCH EXISTING GRADESBEYOND DELINEATED LINETREE REMOVAL TABLETREE #TYPESIZE(IN)1LIVE OAK602PALM123MAGNOLIA13AREA OUTSIDE OF LIMITS OFGRADING TO REMAIN AS EXISTINGPROPOSED IMPERVIOUS AREA CALCULATION'S:LOT AREA = 5,100 FT²HOUSE FOOTPRINT= 1,707 FT²AC PAD= 12 FT²TOTAL IMPERVIOUS AREA (45% MAX) = 1,719 FT²1,719 / 5,100 = 33.71%33.71% < 35.00% = NO TREATMENT REQUIREDCOMP. STORAGETOB: 5.2BOT: 4.2EXTEND 15" CPP 29± LF-- CONNECT TOEXISTING 15" CPP ONEITHER SIDEFILL ROADSIDE DITCH TOTOB ELEVATION (4.8)MATCH EXISTING GRADEALONG JASMINE ST
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