Okaloosa County Stormwater Master List - Known Projects
Below is a list of known Stormwater issues in Okaloosa County. The list was compiled from a variety of sourced including; citizen interactions, County employee observations, Stormwater Needs Reports, Stormwater Master Plan, Stormwater Division inspections, etc. You will note that some of the projects are highlighted. Generally they are highlighted because the project has issues that makes the project unique or has potential to substantially impact safety, infrastructure or quality of life. If you have a Stormwater issue, please review the list to determine whether or not the project has been identified. If it wasn’t on the list or you would like to provide some additional information about a particular project, press the Contact Stormwater Division button below. This button will launch a form where you can enter information about the issue. The Stormwater Division will contact you if there is additional information that they need or conduct an investigation to determine whether a new project is warranted.
Name |
Nearest Address |
Description |
---|---|---|
13th Street |
Sycamore to Oak Avenue South Side. Pipeline failing. High Maintenance. |
|
2nd Avenue east of Woodham/West of Eglin Pkwy. |
Water flooding roadway after rains. |
|
3rd Avenue |
3 prefab boxes, 300 feet pipe |
|
3rdAve/7thSt to 4thAve/8thSt |
Pipeline Rehabilitation - 7St to 8St/3Ave to 4Ave |
|
7th and 2nd Ave |
14"ID crossdrain at intersection |
|
All Regional Stormwater Facility |
SMP-Build one each 5-year cycle None |
|
Antioch Road |
SMP-Raise roadway profile, replace 5 culverts, detailed study |
|
Austin Avenue |
RD |
|
Aycock Ditch |
SMP-Clean and regrade ditch, add rip-rap R |
|
Bay Drive Dam |
Replace three inlets and outfall piping with prefab boxes and plastic pipe. Recontour embankments. Assess and improve asphalt curbing and curb cuts as needed. |
|
Bayshore Dr. |
Sent request to Bobby to survey-Waiting on survey to check materials- Niceville. Recent to Mat. Cost estimate from cartegraph using Duramax pipe $6,174.14 not counting the concrete driveways. |
|
Beach Drive |
SNA - Road flooding |
|
Bermuda Circle |
153 |
Replace failed pipe aprox: 500 ft combined 36'' poly-36'' CMP-18'' poly. Sent survey request to Matt.- SENT REQUEST FOR SURVEY 11/24/2014 Req#13965 KK -Scott need to know how much of the pipe needs to be replaced. See the attached photo. |
Beverly Street |
RD -- Numerous failures in pipe run from Green Acres Road to Pointed Leaf Lane. |
|
Blackwater - Martin Mill Gulley |
SMP-Replace inlet, drop structure, and pipe; stabilize bank R&R |
|
Blackwater - Sherman Kennedy Gulley |
SMP-Regrade swale and add rip-rap R |
|
Blackwater - Steel Road Gulley |
SMP-Replace pipe and junction box, stabilize bank R |
|
Blake Lake |
SMP-Upgrade storm drain, detailed study |
|
Bluewater Point Drive |
607 |
SW -- Inspect pipe and remediate as needed. |
Bridgewater Court |
SNA - Stormwater in road/yards |
|
Brittany Woods Ditch Rehablitation |
Whole length rehabilitation. Possible Surtax project. Delapidated Infrastructure |
|
Brittany Woods Subdivision/Northampton Cr. |
Reestablish swales. jelwoodlawson@aol.com |
|
Brookridge Trace |
1195 |
SNA - Stormwater between homes |
Brookwood |
390 |
Replace Crossdrain 32x48 arched triple barrel. 36' span. |
Brookwood |
triple culvert, headwall sinks, CMP arched |
|
Casa Loma |
30 |
16"Round CMP x 30' running under roadway from inlet box to inlet box From inlet box to outfall is 18"x200' Round CMP Pipe is rusted out and has root infiltration throuout system |
Cayson Avenue to Martin Street Pipe |
SNA - Pipe is collapsing |
|
Charleston Cir |
Discrepancies in drawing from district personal and survey. See pic1 and survey attachment. Cost 1from survey $1069.70 Cost 2 from Dist information $2332.55 Cost on pipe only. |
|
Cimarron Outfall |
SMP-Regrade ditch, replace 4 culverts, detailed study |
|
Citation |
SNA - Standing Water |
|
Clifford at 731 Dubois |
inlet and spillway collapsed and temp repair. Needs new inlet box for IN1494 snd spillway. Suggest poject include clifford street crossdtain and pipeline to outfall replacement. Also consider and investigate the need to replace the parrallel pipe system (see SW GIS) |
|
Clifford/Dubois |
Piping from Lloyd is deteriorated and needs replacement. IN1494-1497. South side of Clifford across from lift station vertical migration |
|
Coastal |
SMP-Replace culvert 213 LOS |
|
Corner Creek Road |
OU223 PD53 Headwall at outfall collapsed - excvator, flatbed, concrete, fill material. May need new setion of pipe at end |
|
Corner Creek Road |
OU223 PD53 Headwall at outfall collapsed - excvator, flatbed, concrete, fill material. May need new setion of pipe at end |
|
Corvet Street |
SNA - Water ponding on roadway |
|
CR 393 0.1 mile N of Gas line |
Excess water on side of road |
|
CR 4A Gulley |
SMP-Replace ditch pavement, rip-rap ends, grout voids under structure – 2 locations |
|
CR 602 Gulley |
SMP-Clearing, bank stabilization, rip-rap at outfall pipe |
|
CR 602 Gulley |
SMP-Clear, stabilize band, add rip-rap at outfall R |
|
Creekside Cir |
5981 |
May want to consider a WQI for this project. But keep in mind the key to the performance of WQIs is maintenance. I have worked up a simple cost and sent Matt a request for survey. When properly maintained, WQIs should experience very few separation, clogging, or structural problems. Stormwate upgrade on the 20' drainage easement. This is a new construction project. We need to have inspection and survey first and then an Enginering schematic. |
Curacao Way Crossdrain |
Pipe failing. Needs Emergency release structure. |
|
E. Dogwood Stomrwater Pond |
Overflow is destroyed |
|
Easy Street |
1715 |
Working with property owner to exchange easement and reconstruct pipeline and outfall. |
Echo Circle |
341 |
Crossdrain at this location needs replacement. |
Elaine Avenue |
Standing Water |
|
Fay |
999 |
Replace deterorated crossdrain |
Foxwood |
RD |
|
Foxwood Phase 3 |
Subsurface water/pavement problem |
|
Foxwood Subdivision |
Subsurface water/pavement problem |
|
Foxwood Subdivision |
SMP-Add underdrains, detailed study |
|
Gap Creek Regional |
SNA - Flooding due to insufficient capacity |
|
Gap Creek Regional -319 Grant received for $1M |
Flooding due to insufficient capacity |
|
Georgetown Lane |
Existing system leaking |
|
Gillman Road |
Stormwater Retention at pond |
|
Green Acres Blvd Pipe replacement |
At Doyce - Liming of double barrel pipe system. Pipes are 36" Round CMP |
|
Griffith Mill Blowout |
Griffith Mill at Melton Road - Blowout around inlet on west side of road and blowout around concrete channel/pipe on east side of road. Pipe is 250' cmp 30" round. |
|
High Ridge Road |
Stormwater runoff/ private prop, dirt to pave 2017 |
|
High Ridge Road |
Stormwater runoff/ private prop |
|
Highway 90 |
SMP-Replace culvert 92 under Highway 90 at Toms Creek LOS |
|
Highway 90 |
SMP-Replace culvert 93 under Highway 90 at Mill Creek LOS |
|
Holloway Outfall Easement |
SMP-Rip-rap approximately 650 feet of ditch, new outfall structures |
|
Holloway Outfall Easement |
SMP-Add rip-rap to approximately 650' of ditch, provide new outfall structures R |
|
Hollywood Boulevard, Mary Esther Cut-off to Ready Avenue |
SMP-Re-line approximately 1,000 feet of 24/36 inch pipe, repair inlets |
|
Hunters Path |
xx |
SNA - Road flooding- Study by Hatch Mott MacDonald HMM Project No. 301252 Sept 2014 |
Hunters Path |
Hatch Mot MacDonald see file through switchboard |
|
Huntington S/D Drainage Improvements |
SNA - Stormwater system inadequate |
|
Install all remaining gage sites |
SMP-Data collection, sites report |
|
Install Gage Site #1-East Bay River |
SMP-Data collection, sites report |
|
Install Gage Site #2-Cinco Bayou |
SMP-Data collection, sites report |
|
Install Gage Site #6-Pond Creek |
SMP-Data collection, sites report |
|
Intersection of Union Ave & 17th St |
Stormwater Basin w/No Outfall |
|
Jack Stokes Rd |
RD |
|
Keats Avenue |
Subsurface water prob. |
|
Kervin Road improvements |
RD |
|
King Street, Crestview (Off E. Chestnut) |
Ditch needs reworked, possible pipe |
|
Lake Lorraine Regional |
Old Age of Drainage InfrastructureOld Age of Drainage Infrastructure- LL Phase 1 as of todate 6 April 15 $241888.69. Cost will be updated as project completes. Material $157,750.87 as of todate. |
|
Lancaster Regional |
xx |
Flooding in streets and yards-Study by Hatch Mott MacDonald HMM Project No. 301252 Sept 2014 |
Lancaster/Shadow Lane |
Hatch Mot MacDonald see file through switchboard |
|
Laurel Drive |
802 |
Replace inlet to outfall. Vertical erosion along pipeline. |
Laurel Drive |
802 |
SW - Inspect and repair Inlet/Piping and sinkholes in easement between 802 and 800 to retention pond in GP ROW |
LL Phase 2 |
Old Age of Drainage Infrastructure |
|
LL Phase 3 |
Old Age of Drainage Infrastructure |
|
LL Phase 4 |
Old Age of Drainage Infrastructure |
|
Mar Walt at Hospital Crossdrains |
Replace crossdrains , inlet boxes and headwalls. |
|
Martin Mill Gulley |
SMP-Replace inlet, drop structure, pipe, bank stabilization – 2 locations |
|
Mar-Walt Drive Flooding |
No Outfall for Water - Hospital Impact |
|
Meigs Drive |
19 |
Headwall reconstruction or prefab. Crossdrain replacement (utilities and shallow cover). Consider replaciong box on south side of Meigs. Replace pipe to outfall. |
Mooney |
219 |
Repace sidewalk inlets to outfall OU174 |
Mooney Road 219 |
219 |
Metal Pipe has rusted. OU174 |
NELSON POINT RD |
605-607 |
Outfall pipe degradation causing vertical erosion. Needs replacement. |
Nelson Point Road |
607 |
Camera - Potential Pipe Replacement |
Northern Pines Regional |
Drainage from Eglin |
|
OCI officers contracts |
RD |
|
Okaloosa Lane |
SMP-Replace culvert 94 under Okaloosa Lane at Mill Creek LOS |
|
Old Antioch Bridge |
RD |
|
Old Bethel Road Outfall Easement |
SMP-Clean-out/Replace pipe, bank stabilization, paved ditch, structures |
|
Old Bethel Road Outfall Easement |
SMP-Replace pipe, stabilize bank, pave ditch, miscellaneous structures R&R |
|
Old Ebenezer Road |
RD |
|
OLD LIVE OAK CHURCH RD |
HWY 85 N : CRESTVIEW - Cross drain pipe under road that is only access to county park/boat ramp is in a high state of deterioration. needs to be |
|
Old River Rd @ Wadsworth |
Insufficient Capacity |
|
Olde Post Road |
310/314 |
Double barrel 24" Round CMP failing with numerrous depressed VE locations in the outfall run. Replace with smoothe bore. |
Overbrook |
656 to 640 |
Pipe Replacement. 30" CMP. May want to split this into two. The first section between 640 and 652 can be lines now to stop subsidence in the pipeline. A portion of the pipe originating at Overbrrok on the north end of the pipe run has been lined. From the terminus of the liner to the location where the easment has infringement around 652 can be lined as one project - Phase 1 . The portion of pipe replacement in the resticted easement - Phase 2. Powerpoint available on the work order. |
Overbrook Dr Outfall |
Outfall Replacement |
|
Overbrook Drive |
815 |
FEMA. See WO. |
Page Bacon RD |
RD - pipe deteiorated. south side from crossdrain at Joanna Lane approx 255 feet east to a box |
|
Pahl Ct #8592 |
RD |
|
Pandora Drive |
SMP-Replace culvert 90 under Pandora Drive LOS |
|
Parrish Point |
Sedimentation restricting drainage |
|
PD 313 Spring Gate Ct. |
Fence rotted needs replacement. |
|
Pine Ave (Nice.) 1734 |
Stormwater crossing road |
|
Pine Meadows Regional |
No Conveyance |
|
Pine Street |
Installation of drainage system to connect at drainage easement between 1730 and 1734 Pine Avenue |
|
Pinedale Subdivision Powerline |
Pipe Evaluation and Retrofit |
|
Pocahontas |
952 |
Subsidence at INLET. Replace CMP from outfall to first box. |
Port Dixie Boulevard |
Hatch Mot MacDonald see file through switchboard |
|
Port Dixie Regional |
xx |
Insufficient Capacity/Failing System-Study by Hatch Mott MacDonald HMM Project No. 301252 Sept 2014 |
Port Dixie, 6th Avenue from 5th to 9th |
xx |
SMP-Reline approximately 2,000' of 36"/48" pipe, repair inlets R. -Study by Hatch Mott MacDonald HMM Project No. 301252 Sept 2014 |
Redith Court |
Water ponds on roadway |
|
Rene Lynn Apartment, 6 Woodham Ave |
Apts surrounded by elevated homes. |
|
Richpien Road (near Race Track Road) |
Insufficient Capacity |
|
Rickey Avenue 130 |
No positive outfall |
|
Santa Rosa Boulevard |
Flooding/Inadequate System |
|
Seville Drive |
DOT water in ditches |
|
Shalimar Courthouse Stormwater |
System is inadequate |
|
Sherman Kennedy Gulley |
SMP-Clean swale and rip-rap |
|
Snook Road |
Stormwater floods yard |
|
Somerset Drive |
Pipes Collapsing (2095') |
|
Sorrel Ridge |
RD - Drainage for New BCC approved Park |
|
South Avenue Regional |
xx |
Insufficient Capacity/Failing System-Study by Hatch Mott MacDonald HMM Project No. 301252 Sept 2014. Submitted as part of a RESTORE Act project in May 2015. |
Springhill Road Flooding |
Flooding |
|
SR 189 |
SMP-Replace culvert 13 under SR 189 at Knot Creek LOS |
|
SR 189 |
SMP-Replace culvert 14 under SR 189 at Garnier Creek LOS |
|
Stanley Lane |
No existing drainage |
|
Steele Road Gulley |
SMP-Replace pipe and Junction box, bank stabilization – 2 locations |
|
Sunset Blvd (Wright Elm. School) |
Pond has insufficient Cap |
|
Tanager |
RD - Inlet Installation (Stormwater) Contouring (Road) |
|
Tara Court |
4556 |
Runoff from Tara Court to Hermosa eroding. Private property. Camera pipe from PD283 to IN790 to determine integrity. Rework swale from LiveOak Church to Tara Court. SW moves along Scarlett rather than roadside swales. |
Tommy Steele Road |
Existing system undermined |
|
Trawick Creek ('14 Bridge) |
RD |
|
Union Avenue |
1717 |
Construct OU235 as indicated in approved drawings. Easement North of 1717. See Henson for Construction Plans. Temporary fix Complete. |
US Hwy 98 |
2204 |
Remove/Replace Lake Inlet and Hwy Swale Outfall. Easement on lot line between 2202 and 2204 |
US Hwy. 98 |
SMP-Replace culvert 210 under US 98 near Hurlburt Field Housing LOS |
|
US Hwy. 98 |
SMP-Replace culvert 212 under US 98 east of 98 West Liquor Store LOS |
|
US Hwy. 98 |
SMP-Replace culvert 207 under US 98 west of Leisure Time RV Center LOS |
|
US Hwy. 98 |
SMP-Replace culvert 202 under US 98 east of Hurlburt pedestrian overpass LOS |
|
US Hwy. 98 |
SMP-Replace culvert 211 under US 98 west of Hurlburt pedestrian overpass LOS |
|
US Hwy. 98 |
SMP-Replace culvert 201 under US 98 near Magnolia Shores LOS |
|
US Hwy. 98 |
SMP-Replace culvert 203 under US 98 east of Hurlburt gate Los |
|
Verb Street/Central Ave |
Flooding on multiple homes south of verb between Central Ave. and McFarlane. Want to install 2 inlets at the entrance to Bell Brooks estates and to capture BBE SW and convey it to the Golf Course Pond. Need FWB approval. |
|
Vermont Avenue |
Swales need rebuilt |
|
West County Regional |
Insufficient Capacity |
|
Whisperwood |
901 |
IN1177 to OU349 16" CMP bottom failure. Multiple pulling points. PD435. Easement need survey compared to pipe run. |
Willow Grove Lane |
Streetwide Flooding |
|
Woodfern Path |
Pipe leaking sink hole. W.O SHOWS COMPLETED . No materials or labore.Pipe leaking sink hole |