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HomeMy WebLinkAboutOWTS Design Packet 05.10.2016ALL SfflYICE, 33 Four Wheel Drive Rd Carbondale, CO 81623 970-309-5259 May 10, 2016 Project No. C1204 Roy Martayan baymar@the-beach.net Subsurface Investigation and Onsite Wastewater Treatment System Design Valley View Business Center 7780 Hwy 82 Garfield County, Colorado Roy, ALL SERVICE septic, LLC performed a subsurface investigation and completed an onsite wastewater treatment system (OWTS) design for the subject property. The property is located outside of Glenwood Springs, in an area where OWTSs are necessary. Legal Description: Section: 7 Township: 7 Range: 88 A TR IN LTS 9 & 15 AKA LOT 1 OVERACKER EXEMPTION. ALSO THOSE PORTIONS OF ROW ADJACENT TO CO RD 100. Parcel ID: 239307400024 SITE CONDITIONS There are three OWTSs serving the Valley View Business Center. No records on the existing systems were available from Garfield County Building and Planning Department. One of the systems, comprised of a septic tank and seepage pit, is experiencing signs of failure. It appears that the manhole rings in the seepage pit may not have proper perforations in the rings. While we recommend replacement of the OWTS, we have outlined a repair option in this design packet. This office cannot warranty or guarantee repair of the existing seepage pit. We have received water meter readings (enclosed) and have based our sizing off of this information. Although these readings are likely for the entire center, only a portion of center is served by the subject OWTS. Two buildings with commercial office businesses and a one -bedroom apartment in the upper level of the southern -most office building comprise the center. The property is served potable water by a shared well located off the property. The water system is managed by the Cattle Creek Water Association. The well is located greater than 50-feet from the proposed septic tank and greater than 100-feet from the proposed soil treatment area (STA), which will be a seepage pit. There are no areas on the property, outside of driveways and parking areas, sufficient for an STA design. The proposed seepage pit replacement location is under the existing paved parking lot. This design outlines options to repair or replace an existing seepage pit. No new development or uses are anticipated on this property. Garfield County OWTS Regulations state that "When space is not available or if there are other site limitations that preclude other soil treatment area options for OWTS repairs, wide beds, deep gravel trenches, and seepage pits may be considered for repairs only.... For repairs, potential for risk to public health and water quality may be evaluated by the local public health Page 2 agency. If risk is low in the determination of the local public health agency, a seepage pit without higher level treatment may be used." While higher level treatment is recommended, conversations with Andy Schwaller with Garfield County Community Development Department indicated higher level treatment will not be required by the local public health agency. SUBSURFACE The subsurface was investigated on May 10, 2016 by digging one soil profile test pit excavations (Test Pits). A visual and tactile soil analysis was completed by Carla Ostberg at the time of excavation.' The materials encountered in the Test Pit #1 consisted of moist, dark brown sand to loamy sand with 2 to 8-inch diameter cobbles to 5-feet, underlain medium brown sand with fewer cobbles to a maximum depth explored of 12-feet. No bedrock or groundwater was encountered. A tactile analysis of the soils was taken from Test Pit #1 at 2-feet below grade. The soil formed a ball, but did not form a ribbon. Soil structure shape was single grain, soil structure grade was moderate, and consistence was loose. An additional sample was taken from Test Pit #1 from between 6 and 8-feet below grade. The soil formed a very weak ball and no ribbon. Soil structure shape was single grain, soil structure grade was moderate, and consistence was loose. STA sizing is based on Soil Type 1, Sand to Loamy Sand. A long term acceptance rate (LTAR) of 0.8 gallons per square foot will be used to design the OWTS, in accordance with Table 10-1 presented in the Garfield County On -Site Wastewater Treatment System Regulations, adopted April 14, 2014. Test Pit #1 General location of Test Pit #1 1 Carla Ostberg holds a Certificate of Attendance and Examination from the CPOW Visual and Tactile Evaluation of Soils Training. Page 3 Upper portion of Test Pit to 5-feet Entire depth of Test Pit Sample at 2-feet below grade Backfill Sample from Test Pit at 6-8 feet below grade Page 4 DESIGN SPECIFICATIONS Replacement Option (recommended): Design Calculations: Average Design Flow = 575 GPD LTAR = 0.8 GPD/SF 575 GPD / 0.8 GPD = 719 SF seepage pit (not including bottom area) The existing septic tank must be abandoned by pumping the tank, crushing the bottom, top, and sides of the septic tank, and filling the remaining void space with gravel or soil. The existing seepage pit may be rested and the line kept open to allow future use, if desired. In this case, a Bull Run Valve must be installed on the sewer line exiting the new septic tank. A new, 1500-gallon, two -compartment concrete septic tank with an H-20 rated lid and cast iron manhole lids must be installed. An Orenco® Biotube Effluent Filter must be installed on the outlet tee. Effluent will flow via gravity through a 4-inch diameter (minimum) Schedule 40 PVC pipe. A Bull Run Valve, as mentioned above, may be installed on this line to allow future use of the existing seepage pit. Excavation for the new seepage pit must be 18-feet long, 18-feet wide, and a minimum of 10-feet deep below the inlet pipe. The bottom of the excavation must be filled with 6-inches of %-inch diameter cleaned screened rock. Four -foot diameter perforated manhole rings will be stacked in the center of the excavation. Manhole rings must be surrounded by %-inch diameter cleaned screened rock, compacted in 2-foot lifts with a vibratory plate compactor. Cast iron extensions and cast iron lids must be utilized to bring the manhole rings of the seepage pit to grade for access. For stability of the excavation under the parking area, we recommend placing Mirafi RS580i woven geosynthetic fabric over the screened rock portion of the seepage pit, covered with compacted CDOT Class 6 road base, followed by an additional layer of BX1100 Biaxial geogrid or Tensar 140 Triaxial geogrid. We understand the disturbed area of the seepage pit excavation will be paved. See Sheet File Detail W2.0/2 for specifications. Repair Option (not recommended)2: It appears that the manhole rings in the seepage pit may not have proper perforations in the rings. If a repair to this seepage pit is desired, we recommend removing the existing manhole rings and replacing them with the properly perforated manhole rings. At the time of the excavation, there should be at least 5-feet of screened rock surrounding the manhole rings. See Sheet File Detail W3.0/1. If the screened rock does not extend at least 5-feet beyond the rings, this seepage pit should be abandoned by pumping and filling the void with gravel or soil. The component manufacturers are typical of applications used by contractors and engineers in this area. Alternatives may be considered or recommended by contacting our office. Construction must be according to Garfield County On -Site Wastewater Treatment System Regulations, the OWTS Permit provided by Garfield County Building Department, and this design. 2 No warranty or guarantee will be provided by this office for repair of the existing seepage pit. Page 5 OPERATION INFORMATION AND MAINTENANCE The property owner shall be responsible for the operation and maintenance of each OWTS servicing the property. The property owner is responsible for maintaining service contracts for manufactured units, alternating STAs, and any other components needing maintenance. Geo-fabrics or plastics should not be used over the absorption area. No heavy equipment, machinery, or materials should be placed on backfilled STAs. Livestock should not graze on the STA. Plumbing fixtures should be checked to ensure that no additional water is being discharged to OWTS. For example, a running toilet or leaky faucet can discharge hundreds of gallons of water a day and harm a STA. If an effluent filter or screen has been installed in the OWTS, we recommend this filter or screen be cleaned annually, or as needed. If the OWTS consists of a pressurized pump system, we recommend the laterals be flushed annually, or as needed. The homeowner should pump the septic tank every two years, or as needed gauged by measurement of solids in the tank. Garbage disposal use should be minimized, and non -biodegradable materials should not be placed into the OWTS. Grease should not be placed in household drains. Loading from a water softener should not be discharged into the OWTS. No hazardous wastes should be directed into the OWTS. Mechanical room drains should not discharge into the OWTS. The OWTS is engineered for domestic waste only. ADDITIONAL CONSTRUCTION NOTES If design includes a pump, weep holes must be installed to allow pump lines to drain to minimize risk of freezing. The pump shall have an audible and visual alarm notification in the event of excessively high water conditions and shall be connected to a control breaker separate from the high water alarm breaker and from any other control system circuits. The pump system shall have a switch so the pump can be manually operated. Excavation equipment must not drive in excavation of the STA due to the potential to compact soil. Extensions should be placed on all septic tank components to allow access to them from existing grade. Backfill over the STA must be uniform and granular with no material greater than minus 3-inch. INSTALLATION OBSERVATIONS ALL SERVICE septic, LLC must view the OWTS during construction. The OWTS observation should be performed before backfill, after placement of OWTS components. Septic tanks, distribution devices, pumps, dosing siphons, and other plumbing, as applicable, must also be observed. ALL SERVICE septic, LLC should be notified 48 hours in advance to observe the installation. LIMITS: The design is based on information submitted. If soil conditions encountered are different from conditions described in report, ALL SERVICE septic, LLC should be notified. All OWTS construction must be according to the county regulations. Requirements not specified in this report must follow applicable county regulations. The contractor should have documented and demonstrated knowledge of the requirements and regulations of the county in which they are working. Licensing of Systems Contractors may be required by county regulation. Page 6 Please call with questions. Sincerely, ALL SERVICE septic, LLC Reviewed By: Carla Ostberg, MPH, REHS THE LOCATION OF EXISTING AND PROPOSED IMPROVEMENTS SHOWN ARE NOT THE RESULT OF A PROPERTY SURVEY. THE LOCATIONS ARE APPROXIMATE. IT IS THE HOMEOWNERS DUTY TO ENSURE ALL CONSTRUCTION AND IMPROVEMENTS LOCATIONS ARE ACCURATE. ALL SETBACK DISTANCES SHOULD BE CONFIRMED PRIOR TO EXCAVATION. N CO Q SOIL PROFILE TEST PIT PROPERTY UmE EXISTING OWTS PROPERTY LINE J O SITE PLAN 1" = 50'-0" i 1 1 0' 25' 50' Scale: 1" = 50'-0" DRAWINGS MUST BE USED IN CONJUNCTION WITH DESIGN LETTER DATED 05/10/16 ALL SERYICI 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Valley View Business Center 7780 Highway 82 Garfield County, Colorado Project Number: C1204 Date: 05/10/16 Designed By: CBO Reviewed By: RHP Drawn By: ANG W1.0 Sheet 1 of 4 0' 5' 10' Scale: 1" = 10'-0" 18' x 18' x 10' DEEP BELOW INLET SEEPAGE PIT WITH 4' DIA PERFORATED CONCRETE RINGS 18' OPTION TO INSTALL A BULL RUN VALVE EXISTING STA AND TANK TO BE ABANDONED OR SEE W3.0 FOR REPAIR OPTION CONE RISER WITH CAST IRON LID 4' DIA x 2' HIGH PERFORATED CONCRETE RINGS 18' PROPERTY LINE 4"DIA SDR-35 SEWER LINE WITH NEW DOUBLE -SWEEP CLEANOUT TO TIE INTO EXISTING SEWER LINE (MIN. 2% SLOPE TO TANK) O PROPOSED OWTS = NEW 1500-GALLON, TWO -COMPARTMENT, CONCRETE SEPTIC TANK WITH H-20 RATED LID. INSTALL NEW TANK NEAR EXISTING TANK LOCATION BUILDING SLOPE FOR DRAINAGE 1' MIN COWER 1' 1' 4" DIA MIN SDR-35— INLET FROM TANK (MIN 1% FALL) EXTENT OF EXCAVATION PLACE A 6-INCH BED OF GRAVEL PRIOR TO PLACING CONCRETE RINGS FOR STABILITY FILL MATERIAL SIZE % PASSING 1 1 /2" 100 3/4" 50-100 #4 25-50 #40 10-20 #100 5-15 #200 <10 10' 2' TYP. 24" DIA CAST IRON LID ON CAST EXTENSION BX1100 BIAXIAL GEOGRID OR TENSAR 140 TRIAXIAL GEOGRID CDOT CLASS 6 ROAD BASE MIRAFI RS58i WOVEN GEOSYNTHETIC FABRIC 6" GRAVEL 4' DIA PERFORATED CONCRETE RINGS 10' TO INLET 4' 18' O STA SECTION NOT TO SCALE 3/4" DIA CLEAN SCREENED ROCK SURROUNDING CYLINDRICAL PERFORATED MANHOLE RINGS SCARIFY AND LEVEL BOTTOM SURFACE OF EXCAVATION Date: 05/10/16 ALL iERn�l 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Valley View Business Center 7780 Highway 82 Garfield County, Colorado Project Number: C1204 Designed By: CBO Reviewed By: RHP Drawn By: ANG W2.0 Sheet 2 of 4 SLOPE FOR DRAINAGE 4" DIA MIN SDR-35— INLET FROM TANK (MIN 1% FALL) EXTENT OF EXCAVATION MIN. 5' 10' 2' TYP. 1' MIN. 5' 6" GRAVEL 4' O REPAIR OPTION NOT TO SCALE 24" DIA CAST IRON LID ON CAST EXTENSION BX1100 BIAXIAL GEOGRID OR TENSAR 140 TRIAXIAL GEOGRID CDOT CLASS 6 ROAD BASE MIRAFI RS58i WOVEN GEOSYNTHETIC FABRIC REMOVE EXISTING RINGS AND REPLACE WITH 4' DIA PERFORATED CONCRETE RINGS 3/4" DIA CLEAN SCREENED ROCK SURROUNDING CYLINDRICAL PERFORATED MANHOLE RINGS ALL iERn�l 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Valley View Business Center 7780 Highway 82 Garfield County, Colorado Project Number: C1204 Date: 05/10/16 Designed By: CBO Reviewed By: RHP Drawn By: ANG W3.0 Sheet 3 of 4 DESIGN RECORDED WATER METER READINGS AVERAGE < 400 GAL/DAY ESTIMATED WASTEWATER FLOW = 575 GAL/DAY TANK: RECOMMEND 1500-GAL, 2-COM CONCRETE SEPTIC TANK WITH H-20 RATED LID SOIL TREATMENT AREA (STA): LONG TERM ACCEPTANCE RATE (LTAR) = 0.8 GAL/ SQ FT CALCULATED STA = Q/LTAR = 575 / 0.8 = 719 SF SEEPAGE PIT = 18' X 18' X 10' DEEP BELOW INLET = 720 SF INFILTRATIVE AREA (DOES NOT INCLUDE BOTTOM AREA) SLIP-ON PVC CAP DO NOT GLUE INSULATED COPPER TRACER WIRE — FINISHED GRADE 4" DIA SDR-35 SEWER LINE — 0 — 1 2 — 3 w-4 w u- _ — 5 1- o__ w O 6 — 7 — 8 — 9 — 10 — 11 — 12 — 13 TO TANK TO HOUSE O CLEANOUT DETAIL NOT TO SCALE SOIL PROFILE TEST PIT NO. 1 4" TOPSOIL AND ROOT ZONE DEPTH MOIST, MEDIUM BROWN LOAMY SAND TO SAND WITH 2-8-INCH DIAMETER COBBLES MEDIUM BROWN LOAMY SAND TO SAND WITH FEWER COBBLES LEGEND topsoil ICI sand to I I loamy sand NO GROUNDWATER OR BEDROCK ENCOUNTERED DURING EXCAVATION O SOIL LOG NOT TO SCALE ALL sIR,IcIl 33 Four Wheel Drive Road Carbondale, Colorado 81623 Phone 970.309.5259 carla@allserviceseptic.com Valley View Business Center 7780 Highway 82 Garfield County, Colorado Project Number: C1204 Date: 05/10/16 Designed By: CBO Reviewed By: RHP Drawn By: ANG W4.0 Sheet 4 of 4 Item # 1500T-2CP 1500 Gallon Top Seam Two Compartment DESIGN NOTES • Design per performance test per ASTM C1227 • Top surface area 62.33 ft2 • f'c ® 28 days; concrete = 6,000 PSI Min. Installation: • Tank to be set on 5" min. sand bed or pea gravel • Tank to be backfilled uniformly on all sides in lifts less than 24" and mechanically compacted • Excavated material may be used for backfill, provided large stones are removed • Excavation should be dewatered and tank filled with water prior to being put in service for installation with water table less than 2' below grade • Meets C1644-06 for resilient connectors • Inlet and Outlet identified above pipe • Delivered complete with internal piping • PVC or concrete risers available Fiexi • Secondary safety screen available with Boot PVC riser • Option of pump or siphon installed ALLOWABLE BURY (Based on Water Table) WATER TABLE ALLOWABLE EARTH FILL 0'— 0" 3'-0" 1'-0" 3'-0" 2'-0" 4'-0" 3'— 0" 4'-0" DRY 4' — 0" Digging Specs TANK ID Invert Dimensions Net Capacity 132" 129" s 1. Top View Section View Net Weight 13' Long x 8' Wide Inlet Outlet Length Width Height Inlet Side Outlet Total Lid Tank Total 56" below inlet 56" 53" 132" 68" 68" 1002 gal 507 gal 1509 gal 3600 Ibs 11180 Ibs 14780 Ibs Water & (719) 3954764 28005 Rd. 317 Wastewater P.O. Banc 925 NITVALLEY • Systems • Products Fax: (719) 395-3727 Buena vim' CO81211 ❑ PRECAST, Inc. • Service Webslte: www.valleyprecast.com Email: frontdesk c©valleyprecastcom Residential Biotube® Effluent Filters Applications Our patented* 4-in. (100-mm) Biotube Effluent Filters, Biotube Jr., Biotube Insert Filters, and Biotube Base Inlet Filters are ideal for residential septic tanks and have a lifetime warranty. They prevent large solids from leaving the tank, dramatically improving wastewater quality and extending the life of residential drainfields. 4-in. (100-mm) Biotube Effluent Filter 4-in. (100-mm) Biotube Jr. (4-in. Biotube cartridge avail- able separately as Insert Filter) 8-in. (200-mm) 4-in. (100-mm) Base Inlet Filter Insert Filter Orenco's superior effluent filters resist clogging better than all other brands. Our stan- dard, full-sized 4-in. (100-mm) Biotube Effluent Filter provides maximum long-term protection in a complete package, with housing. Our 4-in. (100-mm) Biotube Jr, at half the size of our standard model, has more filtering capacity than the full-sized filters sold by other manufacturers. For tanks with existing outlet tees, the Biotube Insert Filter is ideal. And for low profile tanks, there's the Base Inlet Filter. * Covered by patent numbers 5,492,635 and 4,439,323 To Order Call your nearest Orenco Systems®, Inc. distributor. For nearest distribu- tor, call Orenco at 800-348-9843 or go to www.orenco.com and click on "Distributor Locator." APS-FT-1 Rev. 3.4 © 11/10 Orenco Systems®, Inc. Standard Features & Benefits • Has 5-10 times more flow area than other brands, so lasts many times longer between clean- ings, increasing homeowner satisfaction • Installs in min- utes inside new or existing tanks; extendible tee handle for easy removal Optional Features & Benefits • Alarm available, to signal the need for cleaning • Flow modulating discharge orifices available to limit flow rate leaving tank, mitigat- ing surges and increasing retention time • Custom and commercial sizes available • Easy to clean by simply hosing off whenever the tank needs pumping • Removes about two-thirds of sus- pended solids, on average, extending drainfield life • Corrosion -proof construction, to ensure long life • Lifetime warranty Biotube Filtering Process Effluent from the relatively clear zone of the septic tank, between the scum and sludge layers, horizontally enters the Biotube Effluent Filter. Effluent then enters the annular space between the housing and the Biotubes, utilizing the Biotubes' entire surface for filtering. Particles larger than the Biotube's mesh are prevented from leaving the tank. Cal Orenco Systems" I ncorporated Changing the Way the World Does Wastewater° www.orenco.com W= s= Nomenclatures 4-in. Biotube Filter (standard) FT 04 I Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height: 28" and 36" are standard Housing height: 36" and 44" are standard Filter diameter (inches) W = fits Type 3034 outlet pipe S = fits Schedule 40 outlet pipe Blank = 1/8" filtration P = 1/16" filtration Biotube effluent filter series 8-in. Biotube Filter (base inlet model) FT 08 22 -14 B Options: A = float bracket FS = 2" outlet orifice FSO = 2" outlet orifice and overflow plate* Base inlet model Cartridge height: 14" standard Housing height: 22" standard Filte diameter (inches) 08 = 8" Blank = 1/8" filtration P = 1/16" filtration Biotube effluent filter series * Also available with coupling and sleeve as a "kit": FT-OVERFLOWKIT 4-in. Biotube Jr. (includes cartridge and housing) FT J 04 18 Options: Blank = no options M = flow modulation plate installed A = float bracket attached Cartridge height (inches) Filte diameter (inches) fits Type 3034 outlet tee fits Schedule 40 outlet tee Blank = 1/8" filtration P = 1/16" filtration Junior series Biotube effluent filter series 4-in. Biotube Filter Insert (cartridge only) FTi 0418- For customized options (e.g., NC indicates North Carolina regions) W = fits Type 3034 outlet tee S = fits Schedule 40 outlet tee Cartridge height (inches) Filte diameter (inches) Blank = 1/8" filtration P = 1/16" filtration Insert Biotube effluent filter series 4-in. Biotube Effluent Filter Extendible PVC handle 4-in. Biotube Jr. Stainless steel set screws Top seal plate Air vents Biotubefilter cartridge )000( Solid base — Riser a wall Filter housing Tank wall / Distributed By: Bull T ' Run Valve & Key The Bull Run Valve is available in 4" SCH 40 PVC and is suitable wherever septic disposal systems are used — in commerical, industrial, and residential application. OPERATING THE VALVE The direction control handle should be rotated periodically to direct effluent to one or the other of two septic fields. After removing the screw cap at the top of the riser tube, the valve handle can be turned with the valve key furnished. ADAPTABLE TO VARIOUS PIPES Each valve port connection is a 4" schedule 40 female slip connection. The riser tube connection is a 4" schedule 40 male slip connection. Use ample PVC, ABS, or multi —purpose glue to form a water —tight joint. Any of the following can be used to connect the valve: 1) Schedule 40 PVC or ABS pipe 2) Adapter bushing (Dwv Hub to sewer & drain spiget) 3) ASTM 2729 (Schedule 30) 4) Bell End of ASTM 2729 (Schedule 30) pipe RISER CAP ADAPTER RISER TUBE 4" OUT PORT 'WATER -TIGHT ACCESS CAP VALVE DIRECTION HANDLE 4" OUT PORT 4" IN PORT ( ever rN-fi-= -,•° \ ....)Pitati‘e,,,I-Vitlp 0 rza Wailer & (719) 3954764 28005 Co. Rd 317 wastewater P.O. Bcac825 WVALLEY •Systems • Produce Fa= (719) 395`3727 & ° Vista, CO81211 PRECAST, lac. • service Webelte: www.valleyprecastcom Email: frontdesk@valleyprecast oom Item # CI-GR Cast Iron Extension Rings 1.5" Extension Ring 45 Ibs 2" Extension Ring 58 Ibs 3" Extension Ring 72 Ibs 24" - 1.5" 24" 2" 24" - 3" Water & (719) .764 28005 Co. Rd 317 Wastewater P.O. Box 925 • Systems VTVALLEY Fax: (719) 395-3727 BuenaYam,CO81211 . Products Q PRECAST, Inc. • service Website: www.valleyprec astcom Email: frontdesievalieyprecast.com Sewer Ring & Cover & Grated Lid Item # (4" and 8") CI-R4, CI-R8, CI-C 8" Sewer Ring & Cover Approximate Weight: Cover: 165 Ibs Ring: 235 Ibs .0000000. ■000000000■ .00000000000■ 0000000000000 .❑000000000000■ Do0^^^^^^^^,000 O 00ESEWER1000 000, ]000 O 00000000000000 000000000000 000000000000 00000000000 000000000 00000 . - 24" 34" Available with covers marked WATER, STORM SEWER, SEWER ick Opening 4" Sewer Ring & Cover Approximate Weight: Cover: 165 Ibs Ring: 135 Ibs Grated Lid 24" Diameter 4" 24" 34" Water & (719) 3954764' Rd. 317 Wastewater P.O. Box925 lir VALLEY • Systems Fax: (719) 395-3727Buenavim'0081211 •ProductsWebsibe:www.valleyprecastoom PRECAST, Inc. •service Email: froi tdeska valleyprecasr.com Garfield County, CO Date Printed: May 10, 2016 LI/ IF 4;-"Plirr fiflii a' 200'i ,i' k - Owner Information BAYMAR HOTELS & PROPERTIES IN 1111 KANE CONCORSE #211 BAY HARBOR ISLANDS, FL 33154 Parcel Number: 239307400024 Site Information Acres: 0 Account Number: R111822 ry I �' `{ r I r I. Ii 24. a 1i128 y1 li Alp tosi fer' 1 . y..�. - Feet This map is for illustrative purposes only and does not represent a survey. It is provided 'as is' without warranty o any representation of accuracy, timeliness or completeness. The user acknowledges and accepts all inherent limitations of the maps and data, including the fact that the maps and data are dynamic and in a constant state o revision, maintenance, and correction. No liability is assumed by Garfield County as to the accuracy of the data delineated herein. 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