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Home My WebLink AboutE-ELEVATION CERTIFICATE - 1420 EAST STUART STREET - SPRING CREEK (3)U.S. DEPARTMENT OF HOMELAND SECURITY ELEVATION CERTIFICATE OMB No. 1660-0008 Federal Emergency Management Agency I Expires March 31, 2012 National Flood Insurance Program Important: Read the instructions on pages 1-9. SECTION A - PROPERTY INFORMATION For Insurance Company Use: Al. Building Owner's Name City of Fort Collins Policy Number A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Company NAIC Number 1420 E. Stuart Street City Fort Collins State CO ZIP Code 80525 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) Larimer County Tax Parcel Number: 87192-00-909 A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.) pump house A5. Latitude/Longitude: Lat. 40.5650 Long.-105.0492 Horizontal Datum: ❑. NAD 1927 ® NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 1B A8. For a building with a crawlspace or enclosure(s): A9. For a building with an attached garage: a) Square footage of crawlspace or enclosure(s) 230 sq If a) Square footage of attached garage 0 sq If b) No. of permanent flood openings in the crawlspace or b) No. of permanent flood openings in the attached garage enclosure(s) within 1.0 foot above adjacent grade 5 within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A8.b 1415 sq in c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes ® No d) Engineered flood openings? ❑ Yes ® No SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION NFIP Community Name & Community Number B2. County Name B3. State CB7. ity of Fort Collins 080102 1Larimer Colorado B4. Map/Panel Number B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) (Zone 08069CO983 H Date Effective/Revised Date Zone(s) AO, use base flood depth) May 2, 2012 May 2, 2012 AE 4932.16 BI0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9. ® FIS Profile ❑ FIRM ❑ Community Determined ❑ Other (Describe) BI1. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ® NAVD 1988 ❑ Other (Describe) B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date _ ❑ CBRS ❑ CPA SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) Cl. Building elevations are based on: ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations -Zones At-A30, AE, AH, A (with BFE), VE, V1-V30, V (with BFE), AR, AR/A, AR/AE, AR/Al-A30, AR/AH, AR/AO. Complete Items C2.a-h below according to the building diagram specified in Item AT Use the same datum as the BFE. Benchmark Utilized BM 16-97Vertical Datum NGVD-29 Conversion/Comments Vertical Datum Conversion: NGVD29 + 3.0 If = NAVD88 Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 4932.44 ® feet ❑ meters (Puerto Rico only) b) Top of the next higher floor n/a._ ❑ feet ❑ meters (Puerto Rico only) c) Bottom of the lowest horizontal structural member (V Zones only) rVa._ ❑ feet ❑ meters (Puerto Rico only) d) Attached garage (top of slab) rJa._ ❑ feet ❑ meters (Puerto Rico only) e) Lowest elevation of machinery or equipment servicing the building 4932.44 ® feet ❑ meters (Puerto Rico only) (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 4931.48 ® feet ❑ meters (Puerto Rico only) g) Highest adjacent (finished) grade next to building (HAG) 4932.46 ® feet ❑ meters (Puerto Rico only) h) Lowest adjacent grade at lowest elevation of deck or stairs, including n/a._ ❑ feet ❑ meters (Puerto Rico only) structural support SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available.) understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001.0 Check here if comments are provided on back of form. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑ Yes ® No Certifier's Name John Von Nieda License Number 31169 Title Chief Surveyor Company Name City of Fort Collins Address 218 N. College Avenue City Fort Collins State CO ZIP Code 80521 t>rz FEMA Form 81-31, Mar 09 See reverse side for continuation. Replaces all previous editions IMPORTANT: In these spaces, copy the corresponding information from Section A. For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 1420 E. Stuart Street City Fort CollinsState CO ZIP Code 80525 Company NAIC Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent/company, and (3) building owner. Comments Benchmark: City of Ft. Collins 16-97; Elev. 4948.86 ft (Unadjusted 1929 Datum). Vedtcal Datum Conversion: NGVD29 + 3.0 it = NAVD88. Building is a pump house for Edora Park Pond Five vents are provided; two upstream, two downstream, and one on the north side of the buidling. Photos are arched on pages 3 and 4 of this certificate. Attachment A identifies the BFE using the FIS profile from Volume III of the Spring Creek PMR, effective May 2, 2012). Attachment 6 is from Appendix Ls1. of the same report. Attachment C is survey information for the building � /f7�_�9_l fI►7 �7nin Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items E1-E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B, and C. For Items Et-E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. b) Top of bottom floor (including basement, crawlspace, or enclosure) is _._ ❑ feet ❑ meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 8-9 of Instructions), the next higher floor (elevation C2.1b in the diagrams) of the building is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E3. Attached garage (top of slab) is _ _ ❑ feet ❑ meters ❑ above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is — ❑ feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B. and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner's or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) I ne local orcial wno is authorized by law or ordinance to aammister me Community s ❑ooaplaln management ordinance can complete L and G of this Elevation Certificate. Complete the applicable items and sign below. Check the measurement used in Items G8 and G9. G1. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2. ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO G3. 0 The following information (Items G4-G9) is provided for community floodplain management purposes. G4. Permit Number .r/A- I G5. Date Permit Issued `JJA I G6. Date Certificate OWdmpliance/Occupancy Issued G7. This permit has been Issued for: [INew Construction ❑ Substantial Improvement G8. Elevation of as -built lowest floor (including basement) of the building..4J .2A,J ■ feet ❑ meters (PR) Datum 0�98 G9. BFE or (in Zone AO) depth of flooding at the building site: t{g52. 1 Cr feet ❑ meters (PR) Datum A�lw�,r�l" G10. Community's design flood elevation yg3Z. feet ❑ meters (PR) Datum 9MRS Community Name ��L n n Co!(r�'S Telephone p� _W4 1:2.1 7- Signature �g�/ _z Date n0, //?,/ Z0 t,L Comments .�f..3wrwM.L- Check here if attachments FEMA Form 81-31, Mar 09 Replaces all previous editions Building Photographs See Instructions for Item A6. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Pollcy Number 1420 E. Stuart Street City Fort Collins State co ZIP Code 80524 CbmWVNNCNurbw If using the Elevation Certificate to obtain NFIP flood insurance, affix at least two building photographs below according to the instructions for Item A6. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." If submitting more photographs than will fit on this page, use the Continuation Page, following. West face (upstream) of the Edora Park pump house (6.21.2012) Building Photographs Continuation Page For Insurance Company Use: Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number 1420 E. Stuart Street City Fort Collins State Co ZIP Code ao524 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View' and "Left Side View." East face (downstream) of the Edora Park pump house (7.24.2012) ATTACHMEN 4950 4945 4935 r) Q z_ 4930 W W LL z z 4925 Q W J W 4920 4915 4910 4905 4945 U) LU 4940 J W LL W O � U 4935 Q Z O 0 J U) LL 4930 4925 1 4920 L C L 4915 C c t L L t L 5,300 5,500 5,700 5,900 6,100 6,300 6,500 6,700 6,900 7,100 7,300 7,500 7,700 7,900 � L STREAM DISTANCE IN FEET ABOVE THE CONFLUENCE WITH CACHE LA POUDRE RIVER * DATA NOT AVAILABLE C O U Q W J � Q J Q Z W O ry U W O U i 75 z q t Q Q J 293P 3FC APFf-Alx L.1 , Vv1Uk�1(E %,I )5T1?Mvt -E�V-If, YA6,.,1 z,za�Z %e, 14L Spring C[wk MR to NeecN 4, 1118 100-YR Plnel $y3Y. Ob 19pl. Yu 11.9.53 44Ul. IS 191.. 23 O. OU ]a49 U.10 ISO. U9 1 ,)l Y.33 3n9 ruunnqq Ccwh b Yin NeCi«k UOSR Uidq. S99Ppp n 134] R n 100-Y 1 h1a 4W.02 ]. wkWnRenN n ReecF D O 1113 -5U OU 1U5 1 D OO6 0.65 ]W.63 6Cr«k 9p[] 3B$ M]3.00 SOU-4 YN P1l 0.3.OD 4911.11 4909.10 1912.00 ..I{ ]ObIt YB a9.1 Spring Crwk .1. Ranch IS 3575 3prl nq creek IY In Mich O6 3M$ IUO-YR Final 251..00 19P1.00 191 g.00 1919..1 0,000029 1.50 115.61 484.97 SPrl rip GeeY Win MecF m J]BJ lD0-iP Pln+l 4190. 00 1904. tlD gg19.)I 1-12.0 4939.81 0,0003B1 4.23 .523.11 309.0] 0.20 Spring C e:R Main P-I 09 IlR6 111Y-YP Pl nil 4194. 0Y 190 ].Op 1919, pp4920. a O. M0195 I.05 IB30. 65 395.14 0.35 apun4 Creek MI. Nu On 03 IJb 100-IS rx 4 IOe0.00 49B1.1. 4919JD 4916A6 49I0.65 V.00341, 11.20 510.RJ Ie.24 0.61 Spun. Cuek HIS In Me.F p3 4643 100-YP Plnnl 4ae0 A0 1909.10 19SR.11 491],96. 4921, 13 0.00065] 4.4J 1)]1./1 531.19 0.24 9pung Cnvk MIn mncF Ue 5154 100-YR F1ne1 JB)0. 00 4%1,1. 1930.91 1930.91 1932 JB 0.003390 13.11 B11.R6 3W.ID 0.19 Hpu.. Crwk Mib NeecF UO 5102 1[10pe Spun. Creek Min pwah DO 5211 100-YR Final 39)O.OD 4911.60 4$3.Py 1933.4J 4924.44 0.0030M 0.35 1110. 16 441.2E 0,12 Spring Cling, gain Reach W M3B 100-Yp FSMI 39]0.00 1911.1tl 1H29. 51 4930A6 4924.80 U.OU1a9$ 5.18 130].96 »6. BU 0.32 Spring Crwk Min Nmch PO S]IS 10D-YR Final 3910.00 1915. 00 5710 1434.64 4123.40 4.25.5- 0.011111 1.11 ll9.41 41].62 1.5] Op[lnq C[wY MI. Mact. DO 5932 30Y-YR Flail 39]O.UO .9 1R25.11 4921.65 4923.86 O,DRORI GIBS U.I .60 1U11.32 Y.43 "rIUS Crwk mi. R+egF DD 59" l0U-YP Pfnal 3970.00 4421.93 4926A9 4920.79 0..06553 MIS 121,20 S]].1G ..B) 8P[!n0 c[wY MID Wean 09 6348 1Do-YP Pinnl 3150.00 1921.011 1P29. 16 4R3.16 492P.34 0.000J13 J.Ib 126L Ab 6N4.34 1.15 9p[lm1 <nsM peln Mnch D! 0R0) 300-YP P1nel 3)e0.00 4922.00 4930.11 4930. 12 0.0011)] 10 A8 YM.19 164.59 n.]B Bpi", Creek Meln Meech Ue I$31 300-YN pfnal II10.00 4923.111 IN30.91 492b. 9D 4131:31 0. O.2D6n 6.D1 11D).44 504.65 GAO ap[fup Creek Netn ReeuM1 OS '1q 92 I..-YP Flail l'"10.00 1921.3U 1"1.]3 491n.31 1932,2) P.004105 0.]l U1J.4B IIO.dB 0.62 go, UB C[v9Y. Mln Nee<F 0.9 ...2 l0U-YR Final 3]1U.110 1931.10 19IL 21 1911 .21 4935. 10 0.002122 15.01 231.61 GO. RR 1.00 Yp[i n0 Creek Mtn As an W ]'!O3 Culvert Spring Cuek Mln RnDo US)'llq 300-YR 11-1 37101 1 1921.BV 19aB. 1] 1933.fi1 4117,91 0. 0001f1 10 319•70 114.71 0.57 Spcl rip Cuek Mln RencM1 W '/'143 100-YP Final 3I..:' 60. 00 '.4 00 1930.3U 4933,BV 193B.9fi O. U01 )2] 5:W Il)9.S6 213.12 0.39 9pring Creek Mtn Reach DO )9U 100-Yp Final 356..00 4926.10 IB3b.41 19]1. 30 199B. Y6 O.00I6Jq 0.25 P93.Oa ]93.81 OJS Bp[Sn9 Ct«Y. "in NeecF UO B1gU 100-Yp Final 356U.00 1y16.YY 1A3R. tl0 19JS.IB 1939. 11 0.001932 6.15 9YU.I1 $69.99 UJS Spring Crank I. Peach UV qA 300-VR Flail 3560.00 4929.90 1939. Sfi 1931. 1939.93 0.003306 l•46 960..q 2)e.)1 0.44 "ri., Croak Mtn Heein lib BBII lOp-Yp Pfml 35x0.00 1931.10 1940.7. 4939.31 19U.3t 0.004151 1.32 792.01 369.20 0.54 Spring C U." Mtn NeecL US.100 300-Yp Final 3520.00 4136.10 19121U 414-10 4944.22 0.013BN 12.75 336.9D 97.41 1.9f 1pr lap Gwk Mln pseN W 9231 Sri". Hprirl Clark I. Peain 01 9218 ]00-YN Final 3520.00 4934.20 4144.41 4142.58 4W5.3b O.004S54 tl,lU 473.a 01.43 0.58 Win p Crwk gainan Ch U•I 9145 100-YR Final 330U100 49,30.5n 1145,2] 4944.W 1946. 13 U. 0051%1 1,59 ]52. 31 411.52 0.65 9pu rip Ciwk gain Wech b5 9]]] ]00-Yp Final 3300.00 19J9.)0 191]. 1 1944. 41 494]. 19 V.00135] 1.US 1151.tl0 ]90.40 O,E 1prlrp Croak Min M+eA W 1B253 300-Yp Final 2300.00 4%4.10 4.19.99 4944.99 495WB3 0.012390 11.23 490.56 2I6.i5 0191 1prfrp Cewk Mtn PeecM1 W 10535 300-YR Final 23UD. OD 4945.10 19'v1. BB 1950.61 1952.05 0.003N4 $. sl lOL^.86 I19.39 0.10 Spring 4wk Mtn MeeM1 W 1]059 ]00-YP Final 230D.OD IW4A0 4952.93 1952.42 4953.48 O. M509] 1.10 5)5.3N ]44.]6 0.59 SP[f rq CreeR Mtn WaeM1 W 31 ]l5 100.YR Plod 2JOD.OD 44tl.1D I.N.fiI 195]. tl2 1955.03 OAo. B. S6 65U.9. 28Y.6S OJ9 9prinq C[«Y Mtn Me[N DO 1]R9fi IDU-YP Pfnal 330D. OD 4951.00 4956.5J 1954.58 1956. 61 O.OWBOB 1.52 99).9] 3q0. BB O.ls Spring hwk Main Wa[L Da I2330 100-TR Ptm] 230U.00 4951.30 1959.06 4954.06 g959.B4 0.010918 ]0. t1 S68 A6 335.51 0.6] Spring crank MA. RueN W 12)93 ]00-YP Final 2050.00 4953.10 4461. a0 4950.11 1961.95 0.002236 6.56 345.19 115,05 OAI ap[1Rg Crwk I. R+wh OB VOID 0[I6pe 8pung Ccwk Mln WacF 09 1$040 In-YR Final 2DSU.00 4955.20 496213 4960.41 4463.03 0.004330 ]..$ 2B6.I1 91.24 0.59 eprl rig Creek Mln Peach bH 1296] 100-YR Fln+l 2050.00 195J.90 I9fi]. R] 19y9. 10 4963.38 0.0013]D S.IR 5]R. ]5 109.13 0.13 9p[l rig cwek Mb� MecF W 129W I00-YP Plml 3D50.00 195]. lU 1963.0 1963,00 4963.69. 0.00)49) 9. B1 301.3 306.5] OO6 Spring Ccwk Mln Roch W 1313U l0U-VV Final 3D50.00 145]AV 4961.OS 4963. a5 g965.10 D.0111659 13.1E 2W.]3 .1.35 0.86 9pring Crwk gain A. an N IJ4b5 lUO-YN Final SOWN IP5B.10 4946.56 4164.10 4.6]. IB 0.002662 4.32 124.5. 253..4 0.46 Spring Ccmk MAR MnOn US 131IN Sri tlga 9pung Cceek Mlp km[M1 W IJ53S lU0-YN F1M1 'lO5U.00 959.40 1961.01 4961. 11 4960.35 0...1421 5.33 ].4.04 1OS. nB D.35 9pring C[Mk Mln RMah p9 1S810 100-Yp PLM3 2050.00 4P61. 10 N6B.53 4968.13 g969.03 0.005305 b.39 566.32 .993. 35 U.58 8p[inq Crack Mln XmUn IM 31014 lno-IS FLn+3 2DSU... O6J,1U 1961.04 4961.96 19]0.1] D,001418 ].64 725. 90 430..G 0.51 ZrAon" C[wk MID Hmnh W 114J0 100-YP Plml 205V.00 196(r.00 19I1, 4o 4171.S. 19R.ID 9.OW123 9.21 591.63 369.89 0.73 Spunq Creek MIn ReeeM1 W 11YM 100 TD Final 205V.00 4967.00 19]4. 0] 4,14. Og 90]5.J8 O.00Tv6D 111. 111 AI... 111.x0 9pung CmeM Mln Hwah 0.9 pelf 100-YP Plnal 2030.00 4967.60 19]a. B4 4B]1.86 4976.99 0.009180 12.12 200.39 OMAN U. BS 9pung travk Mln RmnN p9 1laSB I00-YI• Plncl 2050. UU 1966.50 19i3.11. g9]].11 4970.31 O.DW2a9 1.90 4.1.1. 231,39 0.59 9pring Creek Min Wech W 15152 ]00-YN Pl nal 2050.Do 196B.2Y Ipt0. tl0 g9]6.93 4170.67 O.DWR1 0.28 503.33 156,3N Do I.O Crmk gain Reach W 15244 I.O-YP Finaa 20SU.00 196.,40 19)e,19 0".W 19t1. OB U.S., IO] 6.11 589.66 313.19 epriM Cr«k Mln WaeU W 1131tl 100-YP Final SO50.00 4969. /0 491fl.2R I179.95 1919.55 V.OW661 9.Oh 229.IS 195.10 epranq Ccwk Ml.n =., US 15301 br160^ Spring Croak MID PeaeF W 15"I 100-YP Final 2DSU... 4970.I0 191e. ]B 4916.59 4919, gB D.OW$]0 /.71 N1. BS )].9fi 6 1pcing Crank Mln ReneM1 DO ISS)1 Flnel ]P]0.00 4970.40 19)9,65 49)6.10 498D.16 a. M134 'LI2 114.21 S0,4fi 0.46 9prup CreeR M10 NeeeO W I5121 .D-YR IOD-YR P1 nal ]17.."0 4970.80 IO0.143 4 71.4, 4➢RO. i9 O,"U" I.IS 3.I b2 15.63 0.41 1pI= CreeR Min Nwry 49 15156 100-YR Final I910.00 49)0.)U 4990g1 4911.95 19fi1.0 O.OW31] BA6 211.16 29.40 0.58 Spring Creek Mln MeacU U! IS)el IDIOM. .,I U, Oxaek MlU Reach W 15e69 100-ST Flnel ]9]0.00 1966. ]0 49e1.a9 4914.36 1981.55 0.001136 SJO ]]9.53 3].51 ..3] Spunq Ccwk in Wech W 1591] IOtrYH ft al 1910.0Y 49":.. 19R1. B2 4919.a5 1982.05 O.OW]40 5.69 fii].l0 198. eB 0.3] 1priM Cuek I.Wam W 16.61 ISO-YR Final !9)U,00 4916.0 4902.02 4"0.00 4982A! 0.003119 l.SO 515.W ]35.85 0.44 ap I, Oreek Mu Mmc. W 1611, O.-Y. Final 19)O..D 4916.10 49e2,91 19W.41 1983.53 GAGING 1.10 ilb.67 7B0.34 0.66 Bp[anq C[wk Mu NeecF W 16151 100-YR Final 197R A. 49)1.10 4U:4 6 4983. ]] 1986.12 0.009285 9.71 237.41 124.87 0.13 11i,.D C[wk MIn P«ch W 16506 Culvert Spring 4wk Mln MeeM1 W 16565 10D-YP Plm] 19]U.00 1903.00 p95.0. gns.B0 O..00D.b p,U IJ66B. 15 1618. J0 O.W Spring C[wR Mln Reich IY1 11198 l0D-Yp Flml 3l/0, 00 491a.30 1995.01 49YU. ]9 4995.01 O..00D11 0,12 9J16.0. 199B, Bo 0.09 Spring Crmk gain PeaeF W ISB09 SOD-Yp Final 39JU.00 4914.00 4995.30 1989. ]0 4995.31 0.00001] 0.9s 61e0.9B 1104.13 ..06 9pr3nV CrwY Mtn RocF W 19193 300-YP Piml 2930. U0 19B/.00 ...5.21 1941.96 1995.32 O. UOOWI l.]] 1]l4.lS 12SS.14 D.10 9prl n. eewh Mtn IbeaF W 19]l6 300-YR Fln+l 39]0.00 196Y.00 199y, e9 1995.69 1994. 51 O.Op6]p3 9,82 506.99 912,40 p.)l Spunq Cuek Mtn Mach .O 111.1 100-Y Flnel 2930.00 4993.30 49475.76E g99i]e 49".53 0.01441. I.02 431.31 1361. 62 0.11 SPcinq Craek M1. W.Ch MID 2 20104 100-YR Final 2R00.00 4993.D0 4990. 63 1991,11 419B.12 U.UOWD3 2.31 '255.10 ]W..6 O.11 1prlw Crmk I. MecF qU 2 Ion. 100-YR Final 3BD0.40 4992.00 4998 A2 g991.61 499B.ea 0....... 1.>9 1091. tt 190.51 D.39 9pring trick Min Wxch MD 2 20259 l0O-Tp Flnel 2B00.0U 19B]. ]D 4949.31 4998.1a 1999.89 O. OOBO]6 ]. J] 512.13 I)). UI 0.55 9P[lm C «k Mln Ren.Nl MID 2 1113] 100-YR Fl ml 3BUO. DO 4991. 6n 5004.21 SOW.$] 5004. 00 n.011]60 l.6! 555. 95 Ip2. B6 0. 51 ]poop Crwk Mfn PeaeF NiD 3 3192. 1D0-YR P1M3 22.0.00 FD01,30 5009.01 1.D1.BI 301..11 0.00691! 6.I4 191.>4 3.1.36 0,q3 Spilm cock Xaln IlnncN MID 2 22166 IUD YH Final 2210.00 5001.60 5011.37 50oB.51 5011.79 0.00139fi 6.61 131.64 294.29 0.39 an, inq C«ak Xaln Weeh NtD 2 23143 ID11-YP Pt ml 3390. OB Sp06. 10 SB1J. L6 $DID. 99 SUl J. 93 0. 00399I 1.02 ISO 11 61. 64 3pi1R9 Cnek Main WRch MY 2 2279I Gold, .,.I US Creek ..in Much NID 2 238.. 300-TP Final 229SAO 3.06.60 5Dl5.a1 8011.R1 SOlS.90 ..001W3 S.BD J9].O1 82.35 0.38 9p[111q Creak MLLn Nmch MID 2 23753E 30Y-YR Final 2260.00 SOOa.IO 5010.14 SO1J10 SUIl.09 a.00315r 1.55101.69 0.31 ep[Inq Crwk Nun Mich MP S 23WU 100-YP Final 23W.0U s011 .00 3019..a SO3.. 01 SU21.53 b. U11253 I0.37 247.2E 91.21 O. BB Spring C[mk Min US. NID 2 24086 100-YR Final 2260. 00 5014.50 5022.05 SO1B.96 5022.55 0.002331 3.a 399.43 60.93 0.39 Spring Crwk Mlu MaaF MU 2 2 1 S[i60e 9pring ecnek in Weeh MID 2 242.3 3DO-YR 11.1 2260.00 5014.20 1023.40 5.19.35 SD23.1B 0..015$4 4.92 453.93 62. 87 0.m .grin. [[wk Mfn WacF MIU 2 34326 1..-n Final 251O.OU >U16.90 5023.9/ 5022.45 5024..1 0.000432 2.55 2123.71 .18.05 0.19 spun C[wk Mln Woch M1D 2 2.454 lOD-YR Flml 3lIb. UO 901L40 SO31.46 yW5.46 1=5.86 0.00612, 7.66 1/2.24 111.50 0.60 Spew C[wk Min Mech III 2 25001 ]00-YR 1-1 2110.00 1110.10 1020.01 5028.W 1We.9] OADB663 1.52 491.15 534. BB 0.'10 Spring crank I. WecF X3U 2 35]y9 100-YP P1na1 3130.00 1W3. 6D 3039.89 5Y]R 38 SW9.9] D.001395 ).T @66.91 1063. ]] 0.28 90[ing Cuek MI. WecF WO S IS]O5 100-YP Final 34]0.0. $03..90 SWY. tlO S030.80 >031.15 O.ODo,:. 1.)9 9l).12 .39.06 0.US Spunq peek Min Roach MID 2 25731 bri6pa epring CrwR Min Mach MID 2 25)5) 100Fingal,YR Fingal, 2430.00 5025.40 5031. 56 5031.06 5031.70 0.0050.2 5.19 1028. 93 653,65 0.45 9prl rip Creek Mm Reich M0 2 20 ID0.Yp Filial 2430.00 5034.80 5037.31 5037.31 SBILDI 0.00)695 8.90 041.24 1191.16 1.14 spring Ci«k Min MaeF MID 2 2)046 100-YR Final 2050.00 SW8.00 S042.45 5040.94 sY12.51 O. DOSS61 3.42 1018.85 742.94 0.30 Spring Ciwk Mln Mach WD 2 21397 100-YA Flml 1990.00 5043.70 5045.2. 5045.10 1046.42 Y.013392 1.46 318.54 383.11 0J0 Spit., Cceek Min Mach HIS 2 2)423 300-YP Rml 1990, 00 5040.50 5016 42 5015,0E 5046.51 OA01665 4.10 779.04 54280 0.37 1ptlnp Creak Mfn WeN MYD 3 3]SBS 300-YM Final 154. A0 1Y11.9. SO a 6. 61 5O.b. 61 s041.16 0.000483 7.40 315.09 202.79 .•19 Sp[tnp Crest Min Mmh .b 2 27663 109-17 Final 154.,0. 5042.40 5047.44 5047.44 SW0.0B 0. 006430 7.14 313.36 212.33 0.63 Spring Creek Min WaU M, 2 2)6)b CWwck Spring Creak Min MaeF MI. 2 2761E ISO-" F1M1 1s40.0O s041.10 104], 60 SOIl.60 10 31 U,00633. ],11 3S0,6] 3J9.06 D.62 Spring crwx Min W.M MID z z+/16 Ioo-m ranal Isgo..o 5oaz. JD >Dge.3s sa1v 63 sou.)s o.omu3 Lao us.n 2ae. as s1 Spring Crwk Min Rmeg MID 2 27593E loo-YR Flml Ib.0,o0 5.43.3. SD4Sn4 504B.14 1049.73 0.005641 9.44 3.5.55 2.2.67 0n1 8pilm Ciwk Min Reach MID 2 2800 IOU-YR lUal SN0.00 $043.10 5049.80 5041A5 5050.35 0.002754 1.n 316.16 150.42 0.52 9pring Cr wk Min Rwch MIX 2 28295 IOtrYR Final 154Y.00 5046.00 SW0.46 5049.74 5051.61 0.007W 0.61 170.77 62.65 0.I5 9pring Ctwk Mln RUM MID 2 28366 9pring Creek Mtn ResUh MID 2 2936S 300-YR F1M1 5bridpa 40.00 1140,00 5015.30 5052.54 5050.21 5093.14 0.002745 6.19 210.16 43.73 Spring Crwk Min PUeh MI 2 21561 100-YR Final 1430.00 5041.70 5053.05 5051.20 5053.65 U•001796 6.62 351.31 64, 24 • !piing Ccenk Min MaU MID 3 30730 ISO-" Final 3130.00 5010.30 50l1.99 5052.4U 5W4.26 0.003142 1.61 309.15 129.25 Page 2 of 3 �-ac�YN6-n� C ELEVATION CERTIFICATE INFORMATION FOR PUMPHOUSE AT EDORA PARK PUMPHOUSE ON CONCRETE SLAB AREA = 230.13 SQUARE FEET HAG = 4932.46 LAG 4931.48 TOP OF BOTTOM FLOOR = 4932.44 THE BUILDING HAS 5 TOTAL PERMANENT OPENINGS THAT ARE 0.9 FEET ABOVE THE . FINISHED FLOOR ELEVATION WITH A TOTAL OPEN AREA OF 1415 SQUARE INCHES. BOG = SHOT ON GROUND 4932.46 SOG SURVEY WAS PERFORMED BY ME OR UNDER MY DIRECT SUPERVISION, THAT IT IS TRUE AND CORRECT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE, BELIEF AND OPINION. THE EXISTING CONDITIONS SURVEY IS BASED UPON CITY OF FORT COLLINS VERTICAL CONTROL (UN -ADJUSTED 1929 DATUM), ADJUSTED TO NAVD88 DATUM. THIS IS NOT A MONUMENTED LAND SURVEY. FOR AND ON BEHALF OF THE CITY OF FORT COLLINS. JOHN VON NIEDA COLORADO PROFESSIONAL LAND SUP11-- PLS NO. 31169 PO BOX 580 FORT COLUNS, COLORADO 4931.48 4931.50 SOG SOG 4931,80 i0G 4932.32 SOG MAY 8, 2012 SCALE IS I' = 10' CITY OF FORT COLLINS VERTICAL DATUM- BENCHMARK 16-97 = 4951.86 (NAV➢BW ELEVATION DERIVED BY THE FOLLOWING EQUATION BM 16-97 ELEVATION (NGV➢29 UNADJUSTED) * 3.D'= NAVDB9 ELEVATION (PER DATUM CONVERSION FACTORS FROM TABLE 3, PAGE 29 OF THE FEMA FLOOD INSURANCE STUDY, LARIMER COUNTY COLORADO, DATED MAY 2, 2012) utilities C'}�, Of electric stonnwater wastewater water Fort Collins 70Wood Street Po Box 580 Fort Colns. CO 80522 " \ 970.221.6700 970.221.8619619 —fax 970.224.6003 — Too ufl)ies@rcgov.com rcgov.mmMiFties City of Fort Collins Flood Risk Information Date: 5/2/2012 Property Address: 1420 E Stuart St This information is based on the attached Flood Insurance Rate Map for the City of Fort Collins and/or the Citys floodplain mapping as defined in the various Drainage Basin Master Plans. Property and Main Building Location Information Main Property Building rHigh Risk Areas n. FEMA Special Flood Hazard Area- includes FEMA 100-year floodplain City 100-year floodplain including ponding areas and sheet flow areas with average depths of 1-3 feet. Floodway- area of 100-year floodplain with greatest depths and velocities. �I FEMA 500-year floodplain or areas of 100-year floodplain (sheet flow) with average depths of less than one foot or areas protected by levees from the 1 100-year floodplain (sheet flow) with average depths of less than one foot. LI ,✓ (Areas outside of the FEMA and City mapped 100- and 500-year floodplains. ILocal drainage problems may still exist. FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMA)- flood Insurance Rate Map (FIRM) Information: City of Fort Collins Community Number: 080102 The property is located on panel number: 0983H The date of the FIRM index: 5/2/2012 The date of the FIRM panel: 5/2/2012 Revision date based on Letter of Map Revision (if applicable): FEMA Zone Designation for the main building: AE FEMA Zone Designation for the property: AE X- Outside 500-year floodplain Additional Endora Park, Pump House Notes: 1420 E. Stuart St. Edora Park Concessions/Storage 71 1420 E. Stuart St. Edora Park Pump House Hioh Risk - FEMA Floodway -Area of 100-year floodplain with greatest depths and fastest velocities. FEMA Flood Fringe - May Include: - Areas of FEMA 100-year floodplain (FEMA Zones A, AE, AC, and AH) -Areas of City 100-year floodplain including ponding areas and sheet flow areas with average depths of 1-3 feet. There is a 1 % annual chance that these areas will be flooded. Moderate Risk May include: -Areas of FEMA 500-year floodplain (FEMA Zone X-shaded). - Areas of FEMA or City 100-year floodplain (sheet flow) with average depths of less than 1 foot. FEMA Flood Risk Map This information is based on the Federal Emergency Management Agency (FEMA) Flood Insurance Rate Map (FIRM) and the City of Fort Collins Master Dreinegeway, Plans. This letter does not imply that the referenced property will or will not be tree from flooding or damage. A property not in the Special Flood Hazard Area or in a City Designated Floodplain may be damaged by a flood greater than that predicted on the map or from a local drainage problem not shown on the map. This map does not create liability on the part of the City, or any officer or employee thereof, for any damage that results from reliance on this information. All floodplain boundaries are approximate. City of - Areas protected by levees from the 100-year flood. "n Low Risk W /`�„ E o 50 100 zog Areas outside of FEMA and City mapped 100-year and 500-year c floodplains. Local drainage problems may still exist. Fort Collins L 7 300 400 iiiiiiaMMMM fee'. Printed04/30/2012 w w m tFd m 9 N nl � � iito o o Lou z rpm 2 O E�WS W J S 1 Q 'm z CU [z1 O$ � PC 0 o OrHip "s2 ¢�'€EEQLL w y o � p a Sao 3 Hip mE Q� � LL d a O Cd 2w rg '�y BT gg W �Src CO ' It>u�LL =E O 8E _ — mYEa2 _mppma UNION PACIFIC RAILROAD E166 wzJ z J O 4,92 cr Cl) �O a m /1 jm 0 1 x RIVERSIDE AVENUE J Y z 1 OO ° L V = eo n z O CO w 3nN3AV Vltlld Vl to d 7 Y Vl _ E F OtlOtl (n ccO co s N 3flN3AV AV3d S3NId ti ;; ; u.i M Cl pW o0 w V O h r LU d. > x 3AIki0 Ntl3d SDNOI M m uj AVH g Q W Z 3AIU0 tl3N33W - c�'6, O a N v v N 1�i9'd-1•S-06'O 6 a ZP E gSREET eb'�S '�,tt��-� lGH O v+E`OH 666, e ttON P P Q w LLI Z a LEGEND SPECIAL FLOOD HAZARD AREAS (SFHM) SUBIECr TO INUNDATION BY THE 1% ANNUAL CHANCE HOOD the 1%annual drrnae good (1001par0ood), also town as the bane flood, Is the flood Val has a 1%dwM of" equaled oremeadad le any 91M year, The Spedel Hood H®rd Area to the avan e � to flooding , AZaaWAORAe9, V. Md VE iM Bona flmd BeveOon thek ei a*4u fuoe ehaaeon of are 1%anuot ohahoa Good. ZOW A No Base Rood Elevations dete nnknad. ZONEAE Base Road BevMbsasdebernbed. ZONE AN Rood depths of Ito 3leet(usuafly areas of pondIng); Base Rood Bevatonc debarNned. ZONE AO Rood depths of I to 3 few (usually shedflow on sloping buraln); average depths debinMned. For areas of alluvial fan floodn0, velocities also detorni nod. ZONE AR Spedsl Road Hazard Arena lonely protu I from the 1% amrmt dunce flood by a flood mrtbd system that was subaegtmnty deaertlBed. Zone AR khdcWm tatthe former flood control system B being hvuzaned to provide preledlm from the 1% anrnW charm or greater flood. ZWE AM Area t0 be protected from 1% annual chance food by a Federal Bond pros ectlon syatsn under c rdnr.Ikn; no Base Rood Bevatms determined. RJDODWAY AREAS IN ZONE AE The floodway is the than al of a sDmm plus any adjecert f oadpWn arms tut must be kept ante of emoadunedsothattke1%annual Food can be onsedwttput substantial increases in flood lei". OTHER FLOOD AREAS ZONE% Areasof0.2%amaal chance Rood; areas oft%annual darnoe flood with average depths of leas d= I foot Or vA h "Moe areas Ms than 1 square mile; and areas proleged by levees from 1% annual chance flood. C� OTHER AREAS ZONE x Arms deeermloed to be outride the 02% annual chance fioodplam. ME D Areas fn whkh flood hazards are undetermined, but possible. Roodplalo boundary Roodwayboundary Zane D boundary flowaidery divift Special Flood Hazouri Am and 4— boundary dWMklg Special flood Hand Ness ef dlfaartBase Rood Bevatats, flood depths or flood velocities. ...ru.513 • One Flood Bevatonfloeand valurelmationinfaee (EL Wn Base Flood Bevaton value vdme u lrorm within mono; elevation In feet* *Refeemad to the North American Vataf Dahmn of 190 OA ----�1 omasecdmBne 109.50'37.6', 39' 3d'0(r GWffW k coordinates rdiswced to the North American Dahan of M (AID 63), Westem MemfWhere 3180000 Fr 5000doot trod Colorado Slate Mane coordinate system, North zone, lambert Conformal Cords pm)ectforr e76M`OMN 10001neterUMuersal Transverse Merabwgrin ticks, mm 13 M B X National Geodetic Survey bench nark (see eipfanaton in Notes to than auction of this FMM pro"