The URL can be used to link to this page

Home My WebLink AboutWF-02-05aF WHEq p The City of Wheat Ridge v m Flood Plain Development Permit Pdc OR PP() Application Information Permit Date __E 4-7 -0? Owner v Telephone C~ Z C/ r~ 2 4/~ E Address Contractor il-e Telephone Address Project Location/Directions Project Description -Single Family Residential _KNew Construction _Channelizatioh -Multi-Family Residential _Substantial -Fill Improvement (>50%) -Manufactured (Mobile) Home -Improvement (<50%) _Bridge/Culvert Non-residential Rehabilitation Levee Other/Explanations scs 1N ~adzitiY Class of Permit/Fee Schedule ,Class I (structures for non-human occupancy) $150 . -Class II (structures for human occupancy) $340 (includes public noticing fees) I have read and understand and will comply with the requirements of this Flood Plain Permit. App t Si a ate (To be completed by Flood Plain Administrator) Flood Hazard Data Watercourse Name CLjr6.r- Caee5r-- The project is proposed in the Floodway Floodway Fringe X Base (100-year) flood elevation(s) at project site X34 ~.I" Elevation required for Lowest Floor NGVD / Floodproofing NGVD Source Documents: Reports/Maps IntGZ.,f S556G 19'7 utwe-fl Proposal Review Checklist Site development plans are complete and depict flood hazard data. , - - Engineering data is provided for proposed map and floodway revisions. Floodway Certificate and data documents no increase in flood heights: - Subdivision proposals minimi~e.flood damage and protect utilities. Lowest floor elevations are above the base (100-year) flood level. Manufactured homes address elevation and anchoring requirements. A Floodproofing Certificate certifies floodproofing designs. -X-Other: ;7krxg is ~ gg> rtzw6r, (Fu -rub,., y.0 FcBr PEPP-n-►-) Permit Action Permit Approved: The information submitted for the proposed project was reviewed and is in compliance with approved flood plain management standards (site development plans are on file). Permit Denied: The proposed project does not meet approved flood plain management standards (explanation is on file). Variance Granted: A variance was granted from the base (100-year) flood elevations established by FEMA consistent with variance requirements of NFIP regulations Part 60.6 (variance action documentation is on file). 12o /02 Flood Plain Administrato 's i n ture Date Comments: Compliance Documentation "Map Revision Data. Certified documentation by a registered professional engineer of as-built conditions for flood plain alterations were received and submitted to FEMA for a flood insurance map revision. Fill Certificate. A community official certified the elevation, compaction, slope and slope 04- protection for all fill placed in the flood plain consistent with NFIP regulations Part 65.5 for map revisions. Elevation and Floodproofmg Certificates. The as-built elevation of the builiding's lowest floor was certified as NGVD; or the building's floodproofing level was certified as NGVD; by a registered professional engineer or licensed surveyor and is on file. 4Certificate, of Occupancy or Compliance Issued on Date c Z1 N'> 0 1 I 1 ill 1 0 "l L-D 1,r1 1 l' ~ I 1 r, _1 /E OFFICIAL ZONING MAP WHEAT RIDGE COLORADO NW22 PARCEULOT BOUNDARY (DESIGINATES OWNERSHIP) SW 22 WATER FEATURE * DENOTES MULTIPLE ADDRESSES 100-YEAR FLOOD PLAIN (APPROXIMATE LOCATION) . 0 000 a DEPARTMENT OF MAP ADOPTED: June 15, 1994 FLA.NMNG AND DE/ LOPMEI`. Last Revision: September 10. 2001 ~-7--i 7-)l I e e _ fT l f~ 1 fT ) N W 27 50 0 50 100 Feet v w' F City of Wheat Ridge Department of Public MEMORANDUM TO: Mary Lou Chapla, Permits Coordinator ~ FROM: Steve Nguyen, Interim City Engineer e7r+ DATE: Friday, July 26, 2002 SUBJECT: Flood Plain Exception Fence Permit 4201 Garland Street I have reviewed the attached building permit application for a fence permit within the 100-year flood plain. The Flood Hazard Area Delineation for Clear Creek document was used in my review. Elevations between the property in question and 100-year level were compared and this indicated that the flooding in this area is approximately just above six (6) inches and is probable in backwater area. Therefore, the impact of the proposed 6-ft Wooden Fence is minimal. The flooding in this area either has no or low flow velocity and will slowly rise, and slowly subsides rather than being drained quickly by flowing downstream. Due to the encroachment into the flood plain, the applicant must complete an application for Class I Special Exception to the Flood Plain. Based on the information submitted and my review of that information, the application will be approved. FLOODING SOURCE FLOOD PL AIN DATA FLOODW AY DATA 100 IDENTIFICATION CROSS SECTION STATION' -YR. DISCHARGE THALWEG 10-YR FLOOD 100-YR. FLOOD iOD-YR FLOOD PLAIN z (CFS) ELEV. (MSL) ELEV. (MSL) ELEV. (MSL) . FLOODNA Y WiDTH FLOODWAY WIDTH FT ( ) LEFT (FT) RIGHT (FT) TOTAL (FT) ELEV. (MSL) fODTBRiDGE 9O 477+90 14,520 5313.4 5320.0 5324.2 460 1 41, µ47N AVENUE 91 92 467+µ5. Iµ,520 5318.9 5322.9 5328.4 1000 70 270 125 55 295 5324.3 93 495+00 14,520 53214.7 5328.5 5333.8 530 178 1 $25 5328.4 94 497+65 14,520 5325.0 5330.9 5336.0 Igp 1 1 2 290 5333.8 498+45 14,520 5325.3 5331.0 S336.µ 210 0 105 80 280 5336.3 105 210 5336.7 96 97 514+60 14,520 5333.9 5336.6 534,2 1400 797 122 98 523+20 14,520 5337.2 5343.0 5346.6 670 467 919 5343.2 99 537+70 13,470 5343x7 5348.1 5351.6 680 . 119 50 517 5347.1 giptINO STREET 100 545+00 13,470 5348.5 5352.8 5356.3 270 60 306 425 5361.7 CK1fILING STREET 101 545+50 13,470 5350.3 5355.0 5361.2 6 5 $1 141 5356.6 102 550+50 13,470 5354.2 5355.8 5363.2 1035 45 95 1 50 361.2 103 -554+95 13,470 5355.6 5359.9 5363.8 1440 60 353 398 5 363.2 104 $63+20 13,470 5360.5 5364.2 5367.2 420 60 285 545 5364.2 105 575+35 13,470 5370.1 5373.5 5376.4 f015 Ill 227 267 5367.2 106 586+25 13,470 5377.4' 5381.3 5363.6' 745 115 522 640 5376.8 107 598+75 13,470 5386.7 5390.3 5393.2 610 255 225 340 5383.7 106 615+60 13,470 5396.0 5400.4 5403.9 360 62 $26 5393. RAVEL CO. ROAD 09 623+20 13,470 5403.0 5406.5 5411.3 430 70 1150 200 270 1 5404.1 4RAYEI CO. ROAD 110 629+40 13,470 5407.0 5412.3 5416.2 IODO 400 135 1285 5411.3 629+80 13,470 5409.3 5413.7 5417.8 560 155 1000 5416.2 111 112 630+20 13,470 5407.2 5414.7 5417.8 630 $20 260 240 560 5417.8 113 637+40 13,470 5407.0 5415.8 5419.5 1085 35 350 630 5417.8 TMGFIELD STREET 1Iµ 648+00 13,470 5416.4 5420.6 5424.3 190 95 1050 95 1085 5419.5 i 70 SOUTH 115 651+10 654+00 13,470 5417.7 5423.1 5427.1 125 65 60 190 125 + + 116 660+35 13,470 13 470 5419.9 54 1 $423.3 5428.0 125 55 70 125 + + 117 660+60 , 13,470 .6 2 $428 0 5427.5 5428 5 5435.3 715 535 170 705 5435.3 118 660+85 13,470 . 5421.7 . 5429.1 5435.3 5435.4 710 730 530 170 700 5435.3 119 671+85 13,470 5443.7 5447.3 5450.5 310 529 195 715 5455.4 12D 121 684+00 13,470 5463.5 5466.5 5469.6 200 155 140 100 255 + 122 684+40 13,470 5468.5 5468.9 5471.4 130 100 50 190 + ` 123 685+00 13,470 5463.6 5468.4 5471.8 160 30 Igp + 88N' 124 669+40 13,470 507.7 5470.3 5474.5 170 110 50 160 + 124 5 669+60 13,470 5470.5 5471.1 5475,4 170 BO 70 90 170 + . 125 697+55 697+75 13,470 13 4 5474.0 5477.8 548 f.6 175 130 146 45 17 + . 70 5476. 5480.3 5 175 130 6 17 6 + I DISTANCE IN F 45 17 S + . EET ABOVE SOUTH PLATTE RIVER Y. FROM CENTER OF CHANNEL LOOKI NG DOWNSTREAM, MEASURED ALONG THE CROSS-SECTION LINE 3. U. S. G. S. DATUM + CONFINED TO CHANNEL FLOOD PLAIN AND FLOODWAY REFERENCE DATA URBAN DRAINAGE a FLOOD CONTROL DISTRICT FLOOD HAZARD AREA DELINEATION CLEAR CREEK TABLE i CON'T ADAMS COUNTY a JEFFERSON COUNTY Case No.: F0205 Quarter Section Map N App: Last Name: Pierce Related Cases: App: First N ame: Ivin Case Histor y: Owns r: Last Name: leame Owner: First Nam e: App Addre ss: g 201 Garland St. Review Body: City, State Z ip: JWheat Ridge, CO 80033 App: Pho ne: 503.424-0247 APN. Owner Address: ame 2nd Revie w Body: City/St ate/Zip: - i 2nd Review Date Owner Phone: same Decision-making Body Project Address: 201 Approval/Denial Date: Street Name arland Street City/State, Zip: _ heat Ridge, CO 80033... Reso/Ordinance No.: Case Disposition: pproved Project Planner: Reckert File Lo cation: [Active Notes: 3 Follow- Up: r.~ o.: W22 lass I Flood Plain Exception Permit _.dm. 39-223223-01-012-012 12012002 _ Conditions of Approval: District: N.____... Date Rec eived: 12912002 Pre-App Date: r- ~E