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2008, 11-14 Permit 08001898 HEC-RAS Model CalcsSHIPPER -PICKUP - CALL TAKEN BY•"�. TIN l 31 .-i` r7d - VC/ 4,e, / ,'A/tom, l// 19, DAT ////dk> CITY PARCEL DELIVERY, INC. 3023 E. TRENT • P.O. BOX 40117 SPOKANE, WASHINGTON 99220-0901 PHONE (509) 534-0511 FAX (509) 534-0527 INVOICE 2104806 EST. 1719 City Parcel DELIVERY CONSIGNEE -DELIVER ADDRESS . CITY NO OF', PKG WGT• CUSTOMER INVOICE C.O.D. AMOUNT TIME: Pi* i: a-/)/i (,,,,/ ‘,5 )1(e,:ea ._.,?„, ' la , �� -:-)-' T �1 ,.„ ,, 1 1 /47.1I4 (. IN , .. Y /i7 c. ) OUT ._ il/1 ,,,/// // nY/.(� Ai :.-. / `�'" ii AZ OUT •/ t / � /� !< `9 4/ 4/ IN r �J//�/ ` // ( f,t)-9' V OUT IN OUT IN OUT IN THIS MERCHANDISE WAS RECEIVED IN GOOD ORDER AND NO DAMAGE OCCURRED TO PREMISES XBILL: CHARGES ARE SUBJECT TO TARIFFS IN EFFECT ON THIS DATE TOTAL PKGS. j "- SHIPPER ❑ " CONSIGNEE*❑ OTHER* *SUBJECT TO ESTABLISHED ACCOUNTS ONLY ACCT. NUMBER PICKED UP BY TIME OF PICK-UP DELIVERED BY TIME OF DEL. BILLING TOTAL NAME VEH # NAME VEH # TERMS AND CONDITIONS Rates stated in the carriers tariff will apply only to shipments not exceeding two hundred dollars ($200.00) in valuation. If shipper declares a value greater than two hundred dollars ($200.00) per shipment, an additional' charge of fifty cents ($.50) for each one hundred dollars ($100.00) of declared value up to a maximum of one thousand, five hundred dollars ($1,500.00) per shipment. No liability for such loss, damage or injury shall exist unless the customer gives notice within thirty (30) days of such event. All shipments received are subject to local tariffs, terms and conditions with respect to rates and payment either as imposed by law and regulation and all delivery charges must be paid in accordance therein. • CITY PARCEL DELIVERY, INC. • P.O. BOX 40117 • SPOKANE, WA 99220-0901 • (509) 534-0511 Page 1 of 1 Mike Turbak From: Sent: To: Cc: Subject: Follow Up Flag: Flag Status: Attachments: Mike, Carston Mortenson [carston@storhaug.corn] Friday, November 14, 2008 11:26 AM Mike Turbak 'Erick Fitzpatrick'; 'Jerry Storhaug' Swift property; 2610 S. Dishman Mica Follow up Red Swift flopdplain letter and HEC-RAS calculations 20081114.pdf Attached is a pdf of the requested HEC-RAS model information for the Swift property along Dishman-Mica Road. Please contact Erick Fitzpatrick or myself if you have any questions. A hard copy will be forwarded to your office. Thank you, Carston Mortenson, P.E. civil engineering I planning landscape architecture I surveying 510 east third avenue I spokane, washington 99202 p 509.242.1000 I f 509.242.1001 CITY 0,_ NOV 1 4 2000 11/14/2008 CITY OF SPOKANE VALLEY Community Development Department Permit Center 11703 East Sprague Avenue, Suite B-3 Spokane Valley, WA 99206 Tel: (509) 688-0036 Fax: (509) 921-0037 permitcenter@spokanevallev.org PERMIT NUMBER: PERMIT FEE: (Staff Use Only) � �- - ^ ► t_EY Cry( PC _ NOV 1 "7 7.05B F, , PCif� Cc 1 did PERMIT CENTER PROJECT TRANSMITTAL New Application/Pre- Application Response to Review Comments Revisions to Application Other (Describe Below): City request for information ❑ PLEASE PROVIDE THE FOLLOWING (REQUIRED FOR ACCEPTANCE): ❑ PLUS Project #: El Parcel Number: ® Site Address: Route to (Please check all that apply): Unknown T--) 0 7 `S 45294.9088 2610 South Dishman Mica Division # of Sheets/Type of Document/# of Co ies Building QC Check by: 17 Letter and HEC-RAS model calculations 1 Dev. Engineering QC Check by: CI Planning QC Check by: SV Fire Department QC Check by: Project Contact Information: Received by: VERIFIED/INITIALS ■ ■ VERIFIED/INITIALS ■ ■ ■ VERIFIED/INITIALS ■ ■ ■ VERIFIED/INITIALS ■ ■ ■ Name:Carston Mortenson Phone:(509) 242-1000 Email:Carston@storhaug.com Fax:(509) 242-1001 Relationship to Project: El Architect ® Engineer ❑ Contractor ❑ Owner/Applicant ❑ Other Design Professional DATE STAMP: Effective October 28, 2007 Page 1 of 1 P:LProjects\2008\08-274 Swift Floodplain Coordination\Docs\Permit Center Project Transmittal for floodplain submittal 20081113.doc slorhau N„,,,,,......... civil engineering planning g P g landscape architecture surveying November 13, 2008 Mike Turbak Senior Permit Specialist 11707 East Sprague Avenue, Ste. 106 Spokane Valley, Washington 99206 Re: Swift Dishman Mica Floodplain (2610 South Dishman Mica) SE No: 08-274 Mike, 510 East Third Avenue Spokane, Washington 99202 509-242-1000 Fax: 509-242-1001 As requested, included with this letter are pre -development and post development calculations from a HEC-RAS model of 772.0 cfs through the project referenced above. Based on the output data, the proposed structures have no impact to the existing water surface elevation. Please contact our office immediately if there are any questions or additional submittals of information required to complete your review. Thank you, STORHAUG ENGINEERING Carston Mortenson, P. EXPIRES 09-07- j D 3 PROJECT SCHEMATIC slorhau ,,,,,,m____„, civil engineering planning \ landscape architecture surveying 51.0 east third avenue ; spokane, washington 199202 p 509.242.1000 I f 509.242.1.001 NOTES; LEGEND EXISTNG CONTOUR EXISTING PARCEL LINE EXISTING ROAD CENTERLINE 1. CONTOURS, ROADS AND PROPERTY LINES ARE TAKEN FROM SPOKANE COUNTY G.I.S. INFORMATION SYSTEM. 2. CONTOURS ARE BASED ON STATE PLANE ELEVATIONS (VERTICAL DATUM NAVD 1988). • PROPOSED BARN • GRAPHIC SCALE 0 50 100 i ( IN FEET ) 28TH AVENUE 200 PRE -DEVELOPMENT CONDITIONS slorhau N„,,,,,,,_____. civil engineering planning landscape architecture surveying 510 east third avenue spokane, washington 199202 p 509.242.1000 I f 509.242.1001 HEC-RAS Plan: Plan 03 River: Chester Creek Reach: Morrison pre Profile: PF 1 Reach River St a Profile Morrison pre Morrison pre Morrison pre Morrison pro Morrison pre Morrison pre Morrison pre Morrison pre Morrison pre Morrison pre 14412 PF 1 14351 PF 1 14177 PF 1 14008 PF 1 13976 PF 1 13891 PF 1 13718 PF 1 13618 PF 1 13552 13458 . PF1 Q Total Min Ch El W.S. Elev (cfs) ((t) (ft) 772.00 2000.60 2002.56 7 72.00 1999.70 2002.55 772.00 1999.00 2002.54 772.001998.50 2002.53 772.00 1998.40 2002, 53 772.00 1998,20 2002.52 772.00 1997.80 2002.52 772.00 1997.50 2002.52 Culvert 772.00 _ 1997.90 Crit W.S ((I) 1998,78 E.G. Elev E.G. Slope (II) (W(t) 2002.56 0.000072 2002.56 0.000053 2002.54 0.000102 2002.53 0.000051 2002.53 0.000058 2002.53 0.000024 200252. 0.000028 2002.52 0.000019 Vel Chnl Flow Area '. Top Width ,,, Froude # Chl (Ws) (sq ft) .. (ft) 0.46 1818.97 1416.49 0.06 0.51 1938.29 1344.41 0.06 0.72 1686.03 1442.10 0.08 0.57 2185.96 1341.02 0.06 0.63 2087.49 1310.07 0.06 0.38 2684.23 1253.76 0.04 0.52 2526.76 1212.18 0.04 0.46 2944.15 1252.25 0.04 1998.99 1998.54 1999.04 0.003304 2.03 453.05 541.60 0.37 2003 2002 0 0 .3 am W Chester Creek - Morrison 1992 - 1113rev Plan: Plan 03 11/14/2008 Chester Creek Morrison pre Legend EG PF 1 WS PF 1 Crit PF 1 200 400 600 800 1000 Main Channel Distance (ft) Ground 045 2004 2003 2002 0 2001 w 2000 Chester Creek - Morrison 1992 - 1113rev Plan: Plan 03 11/14/2008 N1 1999 / -800 -600 -400 -200 2004 2003 2002 2001 2000 1999 -1000 2004 2003 2002 0 m 2001 w 2000 1999 -1000 -800 -600 -500 04 0 : -c .045 Legend EG PF 1 200 400 600 800 1000 Station (ft) Chester Creek - Morrison 1992 - 1113rev Plan: Plan 03 11/14/2008 a0 = ds side, 281h Avenue .045 .04 --' 0 Station (Il) Chester Creek - Morrison 1992 - 1113rev Plan: Plan 03 11/14/2008 -400 .045 -200 #2 Station (ft) 0 .04 200 500 400 .045 .045 600 1000 r 800 WS PF 1 • Ground Bank Sla Legend EG PF 1 WS PF 1 Ground Bank Sta Legend EG PF 1 WS PF 1 • Ground 0 Bank Sta 2004 2003 -20021 2001 w 2000 1999 1998 •1000 r 2020 2016 2010 2005 2000 -800 ' •600 Chester Creek - Morrison 1992 - 1113rev Plan: Plan 03 11/14/2008 #3 .045 •200 Station (ft) Chester Creek - Morrison 1992- 1113rev Plan: Plan 03 11/14/2008 #4 - at existing house (sta 103-133) K .04- .045 1995 -1000 -800 -600 -4C0 -200 Station (rt) Chester Creek - Morrison 1992 - 1113rev Plan: Plan 03 11/14/2008 2004 2003 20Q2 2001 w 2000 1999 1998 -800 -600 -400 0 200 .04 045 #5 0 Station (ft) 0 200 M 04 »-c 200 400 400 :045 .045 600 800 400 600 800 .045 600 1 800 Legend EG PF 1 WS PF 1 Ground Bank Ste Legend EG PF 1 WS PF 1 —s— Ground • Bank Sta Legend EG PF 1 WS PF 1 Ground • Bank Sta 8 0 5 w 8 0 v w 2004 2003 2002 2001 2000 1999 1998 1997 -1000 2004 2003. 2002 2001 2000 1999 1998 1997 -800 Chester Creek - Morrison 1992 - 1113rev Plan: Plan 03 11/14/2008 #6 - section through proposed barn .045 -600 -400 -200 Station (ft) Chester Creek - Morrison 1992 - 1113rev Plan: Plan 03 11/14/2008 #7 - us from culvert under RR .045 -1000 -800 -600 -400 -200 Station (ft) Chester Creek - Morrison 1992 - 1113rev Plan: Plan 03 11/14/2008 Arch culvert under RR grade, at NW corner of Morrison properly. 2004 2003 2002 2001 2000 1999 1998 0 0 .045 04: .04 .045 200 . 400 600 .045 Legend EGPF 1 WS PF 1 • Ground Bank Sta �• Legend EGPF 1 200 400 600 045 1997 -1000 -800 -600 -400 -200 0 200 400 600 Slalion (fl) WS PF 1 Cnt PF 1 Ground n Bank Sta Legend EG PF 1 WS PF 1 Crit PF 1 • Ground • Bank Sta Chester Creek - Morrison 1992 - 1113rev Plan: Plan 03 11/14/2008 Arch culvert under RR grade, at MN corner of Morrison properly. .045 2003 2002 i 2001 u°° 2030 u w 1999 1998 1997 -500 -400 -300 -200 -100 0 Station (ft) Chester Creek - Morrison 1992 - 1113rev Plan: Plan 03 11/14/2008 #8 - ds from culvert under RR 2002 2001 2030 1999 1998 1997 -500 -400 -300 .045 -200 -100 Station (ft) 0 100 .04 200 100 200 legend EG PF 1 WS PF 1 Grit PF 1 Ground Bank Sta Legend EG PF 1 WS PF 1 Crit PF 1 Ground Bank Sta POST DEVELOPMENT CONDITIONS slorhau \ ...,„„im_____.- civil engineering planning landscape architecture surveying 510 cast third avenue I Spokane, washin�_ton 199202 p 509.242.10001f 509.242.1001 HECRAS Plan Plan 04 River: Chester Creek Reach River Ste Profile Morrison post 14412 PF 1 Morrison post 14351 PF i Morrison post 14177 : PF 1 Morrison post 14008 PF 1 Morrison post 13976 PF 1 Morrison post 13891 PF 1 Morrison post 13718 PF 1 Morrison post 13618 PF 1 Morrison post 13552 Morrison post 13458 PF 1 Reach: Morrison post Profile: PF 1 Q Total Min Ch El (cfs) (ft) 772.00 2000.60 772.00 1999.70 772.00 772.00 772.00 772.00 772.00 772.00 Culvert 772.00 1999.00 1998.50 1998.40 1998.20 1997.80 1997.50 W.S. Elev Crit W.S. E.G. Elev E.G. Slope Vel Chnl Flow Area Top Width Froude # Cht (ft) (ft) (ft) (ft/ft) (Ns) (sq ft) ', (It) 2002.56 _ 2002.56 0.000072 0.46 1819.14 1416.61 0.06 2002.55 2002.56 0.000053 0.51 1938.45 1344.53 0.06 2002.54 2002.54 0.000102 072 1686.20 1442.13 0.08 2002.53 2002.53 0.000051 0.57 2186.12 1341.05 0.06 2002.53 2002.53 0.000061 0.64 2029.87 1276.22 0.06 2002.52 2002.53 0.000024 0,38 2684.08 1253.73 0.04 2002 52 2002.52 0.000028 0.51 2459.32 1172.16 0.04 2002.52 1998.78 2002.52 0.000019 0.46 2944.15 1252.25 0.04 1997.90 1998.99 1998.54 7999.04 0.003304 2.03 453.05 541.60 0.37 0001 009 punojo t dd U'a 1 dd SM dd 03 puol5oi (0) aoue)sia lauueya weld 009 006 00Z )sod uosuioyy vaJa Jelsaya 800Z/b1/6 6 170 ueld :u9ld 176 6 W 600Z doid uosiJJo j - )iaaao JajsauJ 0 L661 9661 6661 m E 000Z o• 100Z Z00Z COO? elS xue© punw9 1 dd SM L dd 03 pue6o-) 008 009 940E 0001 008 eIS 5IueB punt)* t dd SM 1 dd 03 puala1 0001 e)S 1uep punaJo --a- 1 id SM dd 03 pua6s- 540E 004 009 940' 00Z c 40 800Z/44/4 L 40 Ueld :Ueld 006 800Z/4IA 4 40 ueld :ueld 009 (10 uoile1S 0 00Z- 00Z 004 940' zit 174 4 41 600Z doid uoswoW - N9910 J 1SOII3 (11) uoilelS 0 009- 008- 000L- 6661 000Z 100Z ZOOZ £00Z 400Z 00Z- 004- 009- 009- 6661 40' Ip 44 I- La 600Z doid uoswoW - )1aa131a)s0110 (11) uoOolS 0 LD' )940 enuanv 1119Z 'ems sp = Op 900Z/174/4 4 40 Ueld :Ueld 44 4 41600Z dad uOswoI - Nue10 Jeasa110 940 009- 000Z LOOZ Z00Z £00Z 400Z 0001- 666t 000Z 100Z Z00Z £00Z 600Z m m 0 m m K 0 0 3 m 5 0 3 Chester Creek - Morrison prop 2009 r1114 Plan: Plan 04 11/14/2008 #3 2004 2003 i 2002 2001 G II) 2000 z c 0 is v w 1999 045 1998 I -400 -1000 -800 2020 2015 2010 2005 2000 -600 -200 0 200 04 Station (ft) Chester Creek - Morrison prop 2009 r1114 Plan: Plan 04 11/14/2008 #4 - at proposed house & garage (sla 79-144) .045 • • .04 400 .045 045 600 800 1995 -1000 -800 -600 -400 -200 0 200 400 600 800 Station (ft) Chester Creek - Morrison prop 2009 r1114 Plan: Plan 04 11/14/2008 #5 2004 2003 •F 2002 ° 2001 w 2000 1999 1998 -800 -600 -400 045 -200 0 Station (ft) .045 200 400 600 800 Legend EG PF 1 WS PF 1 Ground Bank Ste Legend EG PF 1 WS PF 1 • Ground Bank Sta Legend ................ EG PF 1 WS PF 1 Ground Bank Ste x c w 2020 20151 2010 2005 2000 1995 -1000 2004 2003 2002 2001 2000 1999 1998 1997• -1000 2004 2003 2002 -800 -600 Chester Creek - Morrison prop 2009 r1114 Plan: Plan 04 11/14/2008 N6 - section through proposed barn (sta 55-95) .045 -400 -200 Station (ft) Chester Creek - Morrison prop 2009 r1114 Plan: Plan 04 11/14/2008 N7 - us from culvert under RR sr .04 , 045 -800 •600 •400 -200 Station (It) Chester Creek - Morrison prop 2009 r1114 Plan: Plan 04 11/14/2008 Arch culvert under RR grade, at NW corner of Morrison property 0 r,O4sc 200 045 2001 2000 1999 1998 1997 -1000 -800 -600 -400 -200 Station (ft) 0 04. 200 200 .045 3- 400 600 .045 400 .045 400 600 600 Legend EG PF 1 WSPF1 Ground • Bank Sta Legend EG PF 1 WS PF 1 Grit PF 1 • Ground • Bank Ste Legend EGPF1 WS PF 1 Cril PF 1 Ground • Bank Sta 2003 2002 .i; 2001 2000 ur 1999 1998 1997 -500 2002 2001 2000 1999 1998 Chester Creek - Morrison prop 2009 r1114 Plan: Plan 04 11/14/2008 Arch culvert under RR grade, at NW corner of Morrison property. .045 04 0 -400 1997 -500 -400 -300 -200 -100 0 Station (ft) Chester Creek - Morrison prop 2009 r1114 Plan: Plan 04 11/14/2008 88 - ds from culvert under RR -300 -200 .045 Station (It) -100 0 100 200 04 100 200 Legend EG PF 1 WS PF 1 Cril PF 1 Ground Bank Ste Legend EG PF 1 WS PF 1 Crit PF 1 Ground Bank Ste REQUEST FOR DESIGN DEVIATION $30.00 DATE: November 14th, 2008 ROAD NAME Coyote Ridge Lane CRP/RID # NAME OF PLAT Coyote Ridge Estates Plat # ADDRESS OF BLDG NAME OF BLDG PROJECT BLDG# B S T R FEDERAL/STATE PROJECT # PROJECT LIMITS ROAD WIDTH EXISTING CONDITIONS: PROPOSED IMPROVEMENTS: ROAD SURFACE Gravel and some rock Gravel and some rock AVG. DAILY TRAFFIC Unknown Unknown Current Traffic Count Design Year Traffic Count PROJECT DESCRIPTION A private road partially built near Rockford, WA with existing W.S.D.O.T approval off of SR -27. The road will serve a maximum of 8 homes on acreage. PROPOSED DESIGN DEVIATION: 1. To allow the use of the existing rock where it occurs naturally instead of the WSDOT base course as shown on the approved design plans. 2. To allow the use of a horizontal centerline curve radius of 48' at the entrance of the project as shown on the attached exhibit. 3. To allow the use of three additional horizontal centerline curves between stations 26+00 and 28+00 as shown on the attached exhibit. 4. To allow a 0.5' ditch between stations 2+00 and 5+00. 5. To allow the use of the K values shown on the attached exhibit. JUSTIFICATION: The owner believes that the private road associated with his development, Coyote Ridge Lane, is being held to more stringent standards than other private roads which Spokane County has recently been issuing building permits for construction on the lots that the roads service such as Wright Road and Cameron Road. The owner has met with Spokane County representatives at the subject site to observe the road construction. The attached plans reflect the as -built conditions of which the owner is requesting approval from the county before finalizing the road construction. The remaining construction items include: 1. Placing and grading the WSDOT base course shown on the approved plans. 2. Grading the ditch lines to be the depth shown on the approved plans and placing the erosion control blanket/ grass mixture in the ditches. 3. Installing the stop and street signs at the intersection of Coyote Ridge Lane and SR-27. SUBMITTED BY William Custer ADDRESS 510 E. Third Avenue, Spokane. Washington PHONE # (509) 242-1000 DATE November 14, 2008 ZIP CODE 99202 "****** ADMINISTRATIVE VARIANCE FEE OF $30.00 PAID TO SPOKANE COUNTY ******* -REQUEST WILL NOT BE REVIEWED WITHOUT FUNDS- SPOKANE COUNTY ENGINEERS & ROADS 1026 W BROADWAY SPOKANE WA 99260-0170 PHONE (509)477-3600 FAX (509)477-7655 DATE / / RECEIVED BY k\fldesigndeviation 712003 CASH ____ CHECK # Receipt # DESIGN DEVIATION STAFF RECOMMENDATIONS Approved Approved w/conditions Not Approved ( ) ( ) ( ) Project Manager Date Approved Approved w/conditions Not Approved ( ) ( ) ( ) Spokane County Assistant Engineer Date SPOKANE COUNTY ENGINEER'S DETERMINATION: Approved Approved w/conditions Approved as recommended above Not Approved ( ) ( ) ( ) ( ) Spokane County Engineer Date 7/2003