The URL can be used to link to this page

Home My WebLink AboutWF-10-01City of IUT TO: Tim Paranto I DATE: November 29, 2011 Attached is an elevation certificate prepared for the flood plain construction at 6701 W.4 '" Avenue, Please review and if satisfactory, sign and return to me. 7/ 40— "" +:. ... *..:� a* -* as ♦ * * *. * * + * s *. N ___._� Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P,O, Route and Box No, 6701 1 48 + _ Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agenticompany, and (3) building owner, Address city State ZIP Cade Signature Date Telephone Comments Local Official's Name - <;"".. ,„ +�°.:•; " ,. '9.,.✓`; *- "'...✓:"' ,,,,„, Title Name M1 _ r' C] Check here if attachments FPMA Pnrm ft1_111 KAar nQ Pan oroc all nravinemc arlitinnc • +� � r Continuation Page Building Street Address (including Apt., Unit, Suite, and/or Bldg. No,) or P,O. Route and Box No. 6701 W, 48th Ave, i� Wheat Ridge State co ZIP Code 80033 IMMM-7=1011012M M#-, IM 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." City of I_ `7`TheatPidge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building February 9, 2010 Kevin C. Larson Swiss Valley, LLC P.O. Box 715 Indian Hills, CO 80454 Dear Mr. Larson: RE: Case Nos. WF-10-01 7500 W. 29" Ave. Wheat Ridge, CC 80033-8001 P: 303.235.2846 F: 303.235.2857 Please be advised that at its meeting of January 28, 2010, the Board of Adjustment APPROVED your request for a Class II special exception permit to allow construction of a two-family residence in the 100- year flood plain on property zoned R-2 and located at 6701 West 48th Avenue for the following reasons: 1. It will not increase the flood heights in the area. 2. Damage due to floods will be minimized. 3. Utilities will be installed in a manner that will be protected from flood damage. 4. The Floodplain Administrator has reviewed and supports the findings of the floodplain analysis. With the following conditions 1. The lowest floor elevation of the proposed duplex must be constructed one foot above the base flood level of 5,300.35 feet. 2. The elevation must be verified by an elevation survey after the foundation has been poured prior to other construction commencing. 3. A cross access easement must be obtained by the owner and recorded with Jefferson County. Enclosed is a copy of the Certificate of Resolution, as well as a draft copy of the minutes, stating the Board's decision which became effective the date of the meeting, January 28, 2010. Please feel free to contact me at (303) 235-2846 if you have any questions. Sincerely, Kathy Field Administrative Assistant Enclosures: Certificate of Resolution Draft of Minutes cc: WF-10-01 (case file) Building File WF1001.doc www.ci.wheatridgexo.us CERTIFICATE OF RESOLUTION O LLLIII1 f - I, Ann Lazzeri, Secretary to the City of Wheat Ridge Board of Adjustment, do hereby certify that the following Resolution was duly adopted in the City of Wheat Ridge, County of Jefferson, State of Colorado, on the 28th day of January 2010. CASE NO: WF-10-01 APPLICANT'S NAME: Kevin Larson for Swiss Valley, LLC LOCATION OF REQUEST: 6701 West 48`h Avenue WHEREAS, the applicant was denied permission by an administrative officer; and WHEREAS, Board of Adjustment application Case No. WF-10-01 is an appeal to the Board from the decision of an administrative officer; and WHEREAS, the property has been posted the fifteen days required by law and in recognition that there were no protests registered against it; and WHEREAS, the relief applied for may be granted without detriment to the public welfare and without substantially impairing the intent and purpose of the regulations governing the City of Wheat Ridge. NOW, THEREFORE BE IT RESOLVED that Board of Adjustment application Case No. WF-10-01 be, and hereby is APPROVED. TYPE OF VARIANCE: A request for approval of a Class II special exception permit to allow construction of a two-family residence in the 100-year flood plain on property zoned R-2. FOR THE FOLLOWING REASONS: 1. It will not increase the flood heights in the area. 2. Damage due to floods will be minimized. 3. Utilities will be installed in a manner that will be protected from flood damage. 4. The Floodplain Administrator has reviewed and supports the findings of the floodplain analysis. WITH THE FOLLOWING CONDITIONS: 1. The lowest floor elevation of the proposed duplex must be constructed one foot above the base flood level of 5,300.35 feet. 2. The elevation must be verified by an elevation survey after the foundation has been poured prior to other construction commencing. 3. A cross access easement must be obtained by the owner and recorded with Jefferson County. Board of Adjustment Resolution WF-10-01 Page 2 of 2 VOTE: YES: ABBOTT, BELL, BLAIR, FISHER, HOVLAND, LINKER NO: HOWARD ABSENT: BUCKNAM and PAGE DISPOSITION: A request for a Class II special exception permit to allow construction of a two-family residence in the 100-year flood plain on property zoned R-2 was APPROVED. ADOPTED and made effective this 28th day of January 2010. 64 aul Hovland, Vice Chair Board of Adjustment 7 Ann Lazzeri, Secretary` Board of Adjustment City of W heat~idge BOARD OF ADJUSTMENT Minutes of Meeting January 28, 2010 1. 2. CALL THE MEETING TO ORDER The regular meeting of the Wheat Ridge Board of Adjustri , by Vice Chair HOVLAND at 7:00 p.m. in the City Council Municipal Building, 7500 West 29 Avenue, Wheat Ridge, ROLL CALL Board Members Present: Board Tom Abb Janet Bell Bob Blair was called to order .ambers of the Jo Page 3. Public Works Adam Tietz, Planner Meredith Reckert, Senior Planner Sarah Showalter, Planner II Tim Paranto, Public Works Director Ann Lazzeri, Secretary Meredith Reckert introduced Sarah Showalter, Planner II in the Community Development Department. PUBLIC FORUM (This is the time for anyone to speak on any subject not appearing on the agenda.) 4. PUBLIC HEARING A. Case No. WF-10-01: An application filed by Kevin Larson for approval IV- of a Class II special exception permit to allow construction of a two- Board of Adjustment Minutes 1 January 28, 2010 family residence in the 100-year flood plain on property located at 6701 West 48th Avenue. The case was presented by Adam Tietz. He entered all pertinent documents into the record and advised the Board there was jurisdiction to hear the case. He reviewed the staff report and digital presentation. Staff recommended approval for reasons, and with conditions, set forth in the staff report. A similar request was approved at the September 24, 2Q99 Board of Adjustment meeting for the same property. Due to difficulties on tke site the applicant is proposing to locate the duplex in a different location on the property. Since the new location of the proposed duplex lies in the floodplam, a anew flood study was required. Mr. Tietz submitted copies of a inem from Tim Paranto, Director of Public Works, indicating support of the application. In response to a question from Board Member. FISHER,Mr. Tietz staled that the present application does not affect the well on fw} roperty. Board Member BELL asked if there was any concern about drainage or mud flow coming from the adjacent hillside Mr Tietz explained that this is not a concern since the properties in this area drain toward 48` Avenue. Board Member HOWARD asked if the property had been legally subdivided. Mr. Tietz stated that this question had been researched and it was determined that the property is undur=one owxi'ership, one address and a duplex is allowed on the lot. A cross-access easement wr11 be required across the western lot so access will be available to vublic right of-wav fn case the lot is sold in the future. rise to a 'question. frojrrBOard Member FISHER, Tim Paranto explained road down the hill i" a State frontage road and the City has been ling it. Discussions are taking place with the City of Arvada regarding ance since approximately 60% of the road is located in the City of Arvada. In response Wa question from Board Member HOVLAND, Mr. Tietz explained that the property is presently under one address, but when the duplex is complete it will have its own address. Kevin Larson 23924 Matterhorn Drive, Indian Hills Mr. Larson, the applicant, was sworn by Vice Chair HOVLAND. He agreed with the staff presentation. Board of Adjustment Minutes January 28, 2010 Board Member LINKER asked the applicant if it would be necessary to carry flood insurance on the duplex. Henry Hollender 9201 W. Tennessee Avenue, Lakewood Mr. Hollender, engineer for the applicant, was sworn in by Vice Chair HOVLAND. He stated that flood insurance will be required until the building is completed. Once the elevation is accepted by FEMA, flood insurance will no longer be required. The proposed elevation is 1.5 foot above floodplain elevation. He stated that, although the duplex will be in a different location, nothing has changed from his original engineering analysis. Board Member HOWARD asked if the address to either West I-70 Service Rot Avenue. Meredith Reckert and Tim Pa support a change in address. I would consider ehapging the or West 48`h Place ti*Ad of icated`that staff would not In response to a question from structure will not have a basen There were no applicant stated the matter. Upon a motion by Board, Member FISHER and second by Board Member BELL, the following resolution was stated: was denied permission by an administrative officer; Whereas, Board of Adjustment application Case No. WF-10-01 is an appeal to fhe Board from the decision of an administrative officer; and Whereas, the prop lerty has been posted the fifteen days required by law and in recognitia,tlrat there were no protests registered against it; and Whereas, the relief applied for may be granted without detriment to the public welfare and without substantially impairing the intent and purpose of the regulations governing the City of Wheat Ridge. Now, therefore, be it resolved that Board of Adjustment application Case No. WF-10-01 be, and hereby is APPROVED. Type of variance: A class II special exception permit to allow construction of a two-family residence in the 100-year flood plain. Board of Adjustment Minutes January 28, 2010 For the following reasons: 1. It will not increase the flood heights in the area. 2. Damage due to floods will be minimized. 3. Utilities will be installed in a manner that will be protected from flood damage. 4. The Floodplain Administrator has reviewed and supports the findings of the floodplain analysis. With the following conditions: 1. The lowest floor elevation of the prof one foot above the base flood level- 1 2. The elevation must be verified bean foundation has been poured p 'o"o 3. A cross access easement must be'6bts with Jefferson County. Board Member HOWARD address be changed. The n The motion passed 6-1with B. Case-No . WA4 U=01: approval.af an 8 foot setback requirement-z was presented by alez`ust be constructed feet survey aftgr the istruction commencing. he owner and recorded amend themotion-to require that the due to lack of.a second. ARD voting no. An application filed by Robert Chapman for side yard setback variance from the 10-foot side yard ,ursuantlo•Section 26-611.A.1 resulting in a 2-foot rr6l5erty zoned Residential-One and located at 11595 rah Showalter. She entered all pertinent documents into the-record and advised the Board there was jurisdiction to hear the case. She reviewed the staff report and digital presentation. The applicant replaced an older covered patio that -vas damaged by a severe storm. The new patio has the same footprint as h_ iginal. A building permit was not issued for the patio and the applicant received a stop work order. A setback variance is required to legitimize the location of the patio so a permit can be issued. Staff recommended approval for reasons set forth in the staff report. Board Member LINKER asked if the original patio was constructed before Wheat Ridge became a city. Ms. Showalter stated that the house was constructed before the City's incorporation and there were no records concerning the patio. In response to a concern expressed by Board Member HOWARD, Ms. Showalter noted that the house is located on a comer lot which allows plenty of room for emergency access to the back of the house. Board of Adjustment Minutes January 28, 2010 ,14~ City of Wh6at1<i!jgc CITY OF WHEAT RIDGE PLANNING DIVISION STAFF REPORT TO: Board of Adjustment DATE: January 28, 2010 CASE MANAGER: Adam Tietz CASE NO. & NAME: WF-10-01/Swiss Valley ACTION REQUESTED: Approval of a Class II Floodplain Permit to allow for the construction of a two family dwelling unit on property zoned R-2 LOCATION OF REQUEST: 6701 W. 48'x' Avenue APPLICANT/OWNER: Kevin Larson for Swiss Valley, LLC APPROXIMATE AREA: 22,760 s.f. PRESENT ZONING: Residential-Two (R-2) PRESENT LAND USE: Vacant ENTER INTO RECORD: (X) CASE FILE & PACKET MATERIALS (X) ZONING ORDINANCE (X) DIGITAL PRESENTATION Case No. WF-10-0 Swiss Valley 1 JURISDICTION: All notification and posting requirements have been met therefore there is jurisdiction to hear this case. 1. REQUEST: The property in question is located at 6701 W. 48 h Avenue is zonedR-2 and encompasses several parcels. Combined the parcels make up just over an acre of land with 56,061 square feet (Exhibit 1, Property Survey). The applicant is requesting a Class II Floodplain exception permit to allow for the construction of an attached two-family dwelling unit (Exhibits 2, Letter of request). A similar request was presented at the September 24, 2009 Board of Adjustment meeting for the same property. Due to difficulties on the site, the applicant has proposed the duplex to be located at a different location on the property. Since the new location of the proposed duplex lies in the floodplain, a new flood study must be performed to ensure that the new location of the duplex will not negative impacts to other properties in the area. Section 26-808(D) (Floodplain Control) of the Wheat Ridge City Code empowers the Board of Adjustment to hear and decide appeals of Class I special exemption permits which have been denied by the floodplain administrator and requests for Class II special exemption permits as provided within these regulations. II. CASE ANLYSIS: The property currently has an office building that is used an architecture office while the rest remains vacant. A single family home was located on the property until it burned down in 2008. The portion of the property where the duplex is proposed is located within the Clear Creek 100 year floodplain (Exhibit 3, Flood Plain Map, Exhibit 4, Aerial photo with floodplain overlay, Exhibit 5, Site plan). The Wheat Ridge Code of Laws states that in order for any habitable structure to be constructed in the 100 year floodplain a flood plain permit must be obtained. Specif'cally, Sec.26-808(D) states that any new construction of any residential structure for human occupancy within the floodplain must obtain a Class II Floodplain Exception Permit. As a part of the application for a Class If Floodplain Exception Permit plans certified by an engineer must be submitted to the floodplain administrator that show the lowest floor will be elevated at least one foot above the base flood elevation. The applicant has submitted all the required information which included a floodplain study and analysis. The required drainage report was prepared by a registered engineer which does indicate the lowest floor of the duplex will be over one foot above the base flood elevation of 5,300.35 feet (Exhibit 6, Flood study conclusions). The proposed duplex will have a Case No. WF-10-0 Swiss Valley 2 finished floor elevation of 5,302 feet, 1.65 feet above the surface of the water in a 100 year flood. The study also indicates that the proposed construction will not cause the flood water levels to increase in the area; that damage to the duplex caused by flooding on the property will be minimized; and the utilities on site will be protected from flooding. III. STAFF CONCLUSIONS AND RECOMMENDATIONS: Upon review of the above request staff concludes that the two-family dwelling unit as it is proposed will not have a negative impact on the 100 year floodplain. Therefore staff recommends APPROVAL for the following reasons: 1. The proposed construction will not result in raising the flood water height in the area. 2. The damage due to floods will be minimized. 3. The utilities will be installed in a manner that will be protected from flood damage. 4. The floodplain administrator has reviewed and supports the findings of the floodplain analysis. With the following conditions 1. The lowest floor elevation of the proposed duplex must be constructed 1 foot above the base flood level of 5,300.35 feet. 2. The elevation must be verified by an elevation survey after the foundation has been poured prior to other construction commencing. Case No. WF-10-0 Swiss Valley tm , m d _ e - Z° La ~ i ¢ a ~ s ° .e $ ~5.. z g E ~ v Fo a a 5 s. mga g e k so ~9 @0 6 °a 4rQ a4 vE~`5 N o n~ `3~ w u i- r p mar o c EE a E sd®m 3g Q~ = = o 3 a• jY 5 v `o~ s : v i v 0 a ~ a' o - a a Ee's y y r i__ ~ 'w" a ag saz e a eF FS SSA 4 _ p 1' ...-uvnrT .-marm rr n =.~m 6 ' LY a3F` oo j a i ® _ LL O a s b • ~ o ° L ~b ry ' e ry b ~S 8°° Ees. ° $i 8 $:°u g W°x° 3 ~ n TNNNNNN~ H 00 I~ W ~ i s `vl tectonic I Consttruct nManagement management group, inc General Contracting 6695West48th Avenue Wheat Ridge 0080® 303403.M January 5, 2010 Meredith Reckert AICP City of Wheat Ridge 7500 W. 29'h Ave. Wheat Ridge, CO 80033-8001 RE: Swiss Valley LLC Request for Variance 6695 W.48's Ave. Building in a Flood Plain Dear Meredith, We appreciate the opportunity to submit this Request for Variance for the above referenced property. Our intent is to receive a variance on the property to allow the construction of a new duplex apartment to be built in an existing flood plain area Under Section 26-115. Variances, item 2-,we submit the following; a A copy of the Special Warranty Deed is attached along with a Tax Statement b. No Power of Attorney is provided in that the Applicant is the Owner c. A copy of the Property Survey is included d. Enclosed is someadditional information for your review in the package from HVS Engineering. e. A proposed Site Plan has been provided for review indicating the proposed new structure and the existing well location. f. Architectural Elevations have not been provided due to the nature of the variance. g. A Posting Certificate will be submitted at the hearing to the clerk h. Other information: a The Swiss Valley Property is a unique piece of land. The original single family residence was destroyed by an arsonist in late 2008. With the revisions to the flood plain maps from the city the property now has an area that occurs in the flood plain. Please see the attached Flood Plain Analysis for reasons to allow the construction of a new building in the flood plain. N MCMI h~l w M H H w 1 1 ~ --r~--- - -ILL - - - - - - - - - - I ' 1 N I \ v1 i ' Ia 7 - - I ~ i I I \ I - \ ~ rNl. _ I1 I ~ 1 FLAG C 55 I i~f r ao'D I `^k i ' H I a o _ I ( t0 t9 i a l I v - U v y ~ \ \ \ I ~ "19 5 / 1 ~i r v / 56 ~ \ \ 'i _ / Mirth K 1NJ" / V GI 1 V t ;j/ 6y M1M1M1M1M1M1 , / Y ~ 4 \ $ l\ \ VVV xc a y £g m ✓ 8 m . L LU}1,.i p . EXHIBIT 5 JANUARY 4, 2010 REVISION Due to questions related to ownership of the portion of the property where the new building was originally planned to be constructed, the building needed to be relocated to the southwest corner of the site. Since the 100-year flood elevation for the entire site is controlled by bridge backwater, relocating the building anywhere on the site will not cause an increase in flood heights. The base flood elevation (13FE) will remain 5300.35. The finish floor elevation of the relocated building will be lowered to 5301.5. This will still place it 1.15' above the 100-year flood elevation. Thus, the relocation of the building does not change this report other than to revise the site drawing located in the rear pocket. CONCLUSIONS AND RECOMMENDATIONS The Swiss Valley property located at 6695 West 48a` Avenue is in the City of Wheat Ridge, except for the northwest comer of the property, which is located in the City of Arvada. The property is located in Zone X on the FEMA FIRM, indicating that property is outside the 100- year floodplain. However, most of the property is located within the 100-year floodplain in the 2007 FHAD, which was adopted by the City of Wheat Ridge for regulating the 100-year flood plain. The entire property is located outside the floodway as defined in the 2007 FHAD. Placing fill on the portion of the Swiss Valley property that is within Wheat Ridge will have no effect on either the FIRM defined or 2007 defined 100-year floodplain. Thus this study finds that the proposed construction, as shown on the accompanying site drawing will: 1. not increase flood heights in the area, 2. minimize flood damage and protect utilities, and 3. result in the lowest floor elevation of the new building being over 1' above the base (100 year) flood level of 5300.35. EXHIBIT 6 ~ ° 1 p oI City of a Wheat"i ge PUBLIC WORKS Memorandum TO: Adam Tietz, Planner FROM: Tim Paranto, Director of Public Works ) r DATE: January 22, 2010 SUBJECT: Case No. WF-09-08/ Swiss Valley An application for a Flood Plain Development Permit has processed in September, 2009 concerning construction of a multi-family residential property at 6695 48t Avenue. The building site was in the Clear Creek floodplain. HVS Engineering performed hydraulic analysis and prepared a report dated September 3, 2009 concerning the proposed new building. The report indicated that the proposed building site is located in Clear Creek floodplain backwater. HVS has determined that depositing fill at the site for a building pad will not impact the floodway, stream flood elevations or properties above or below the Swiss Valley site along Clear Creek. Subsequent to the September, 2009 request for construction of the building at 6696 48 h Avenue, the ownership of the underlying lot became unclear. The property owners have decided to move the site of the building to another parcel that has clear title and have requested approvals for this new location. HVS Engineering has reviewed the new location, which is also within the Clear Creek floodplain, and prepared a January 4, 2010 revision to the original report. The findings by HVS remain unchanged concerning the impact of the fill required for construction of the proposed building. Based upon the HVS reports, I can continue supporting a Class II Special Exception Permit for limited site fill and construction of a building at the Swiss Valley property location identified by HVS Engineering with the following conditions: 1. Building plans and a site plan have not been prepared for the proposed new building at this time. The plans must be reviewed to insure compliance with the Floodplain Control Ordinance. 2. The lowest building floor elevation must be at or above 5301.50 feet. 3. A Wheat Ridge Fill Permit must be obtained prior to commencement of work. 4. Water and sanitary sewer services must be identified and not subject to flooding. 5. The domestic water well shown on an adjacent lot must be water-proofed in a manner acceptable to the City. 6. A registered professional engineer shall certify that the building foundation construction forms are set at elevations in conformance with the building plans. 7. A registered professional engineer shall certify that the lowest building floor elevation is at or above 5301.5 feet as soon as possible following construction of the lowest building floor. This certification shall occur during construction to insure modification of the building plans should the lowest building floor be initially constructed at an unacceptable elevation. As always, I am available to discuss this matter at your convenience. COLE CRISELDA Xq-\`1 COLE JOHN A~ 1281 E. 105TH PLC DENVER CO 80233 7009 1680 9 HELLER DIANE POOLE 743 CLUB CIR LOUISVILLE CO 80027 7009 1680 ODD1 2748 8238 ,Zd4 (198/16 EVAN RA L 3435 S DENY 8 22 7009 1680 0001 2748 8252 SHERIDAN STACY J WHALEN PHIL J 6800 W. 48TH AVE WHEAT RIDGE CO 80033 ~e 0& CARL W BIESHAAR LIVING TRUST 2701 W. 35TH AVE DENVER CO 80211 7009 1680 0001 2748 8245 CHENG MAURICE 6807 W. 48TH AVE WHEAT RIDGE CO 80033 7009 1680 0001 2748 8214 7009 1680 0001 2748 8221 CATHERINE MONICA MAGUIRE WILMMS DAN C III CARDIN V L Y LC LIVING TRUST WILLIAMS LORI J 6810 W. 48TH AVE 7490 W. 48TH AVE 2150 W. 9 E WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 DENVER CO 80 7009 1680 0001 2748 8207 ~7009 1680 0001 2748 7009 1680 0001 27~, MILLER MATTHEW DEAN MILLER LIBBIE A 6829 W. 48TH AVE WHEAT RIDGE CO 80033 7009 1680 0001 2748 8382 JOHNSON 0 W. 8 H AVEN G ' 684 1 q?p/p WHEAT RIDGE CO 800 7009 1680 0001 2748 8375 8184 ?\BALLIETT WALTRAUD A BALLIETT WAYNE A PO BOX 34 PINE CO 80470 7009 1680 0001 2748 8368 280 290 COLUMBINE LLC J A A D LTD PO BOX 260265 WHEAT RIDGE 2020 INC 3798 MARSHALL ST CHERRY C LA LLC W BLVD 777 S LAKEWOOD CO 80226 WHEAT RIDGE CO 80033 . LAKEWOO 0 02 6 7009 1680 0001 2748 8351 7009 1680 0001 2748 8344 7009 1680 0001 2748 8337 COLUMBINE P FESSIONAL OSCHNER CHARLES S WETSTINE SEAN F PLAZA AS C ZOOK JOHN E WETSTINE ALISHA A 777 S. W S O LVD 5772 MC INTYRE CT 6950 W. 48TH AVE LAKEWOO 226 GOLDEN CO 80403 WHEAT RIDGE CO 80033 7009 1680 0001 2748 8320 7009 1680 0001 2748 8290 1680 0001 2748 8313 SPURGEON TONI T STRONG VIRGIL L 6958 W. 48TH AVE 6965 W. 48TH AVE WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 7009 1680 0001 2748 8276 7009 1680 0001 2748 8283 ACHZIGER MARNA L ANDERSON ROBIN L COFIELD DONALD L 6988 W. 48TH AVE 6985 W. 48TH AVE WHEAT RIDGE CO 80033 J WHEAT RIDGE CO 80033 7009 1680 0001 27481498 7009 1680 0001 274 1 WHE AVE 8'0)6 ✓ I A~ ¢?p70 1 7009 1680 0001 PHILLIPS SUSAN H 6991 W. 48TH AVE WHEAT RIDGE CO 80033 ,~A09 168D 0001 2748 8474 RAPP JESSICA MARIE ANDERSON MILBURN L?pJpVADA MARKETPLACE EAST LLC RAPP RYAN K ANDERSON PAULINE L ° RAMMEL SERVICES, INC., ENT 6998 W. 48TH AVE 7001 W. 48TH AVE `"ryp$ 89o E. CRESC WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 GREENWO0 ILLAGE CO 80111 7009 1680 0001 2748 8450 7009 1680 0001 2748 8467 7009 1680 0001 27488443 SOMERSET HOMES CONDOMINIUM ASSOCIATION SPANO SAMUEL J % 7 WASHING RD % CHARLES S OCCHNER 7940 VALMONT RD 40 7778 QUAIL ST BOULDER CO 80301 MCMURRAY 17 WASHING PA 15317 ARVADA CO 80005 7009 1680 0001 2748 8412 7009 1680 OOD1 2748 8429 7009 1680 0001 2748 8436 7009 SWISS VALLEY LLC THOMAS MARILYN L TRUSTEE 4839 W. BYRON PL 5930 ESTES CT DENVER CO 80212 ARVADA CO 80004 0 X680 0001 2748 8399 7009 1680 0001 2748 8405 r. -/q- id `l4( City of `®Wheatdge COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29" Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 CERTIFIED LETTER NOTICE (as required pursuant to Code Section 26-109.13) - January 14, 2010 Dear Property Owner: This is to inform you of Case No. WF-10-01 which is a request for approval of a Class II special exception permit to allow construction of a duplex in the 100 year flood plain on property located at 6701 West 48th Avenue. This request will be heard by the Wheat Ridge Board of Adjustment in the Council Chambers of the Municipal Complex at 7500 West 29th Avenue on January 28, 2010, at 7:00 p.m. As an area resident or interested party, you have the right to attend this Public Hearing and/or submit written comments. Individuals with disabilities are encouraged to participate in all public meetings sponsored by the City of Wheat Ridge. Call Heather Geyer, Public Information Officer at 303-235-2826 at least one week in advance of a meeting if you are interested in participating and need inclusion assistance. If you have any questions or desire to review any plans, please contact the Planning Division at 303-235-2846. Thank you. Planning Division. WF1001.doc www.ci.wheatridgexo.us I I i I i I I I I I I I I i ' I I , ~QJ I ID I I~ ~ I 3 N ~~-81 a s a s h NE 23 OFFICIAL ZONING MAP WHEAT RIDGE COLORADO ow ~„o m $ R DEPARTMENT OF ~ PLANNING AND DEVELOPMENT PARCEL/LOT BOUNDARY (DESIGINATES OWNERSHIP) WATER FEATURE * DENOTES MULTIPLE ADDRESSES 100-YEAR FLOOD PLAIN (APPROXIMATE LOCATION) SE 14 0 100 200 300 500 Fen. MAP ADOPTED: June 15, 1994 Last Revision: Seotember 10. 2001 3 N Owner Owner 2 Owner 3 Mailing Address Street Type City State Zip Property Address Street Type City State Zip Structure ACOSTA JOHN D ACOSTAMARY A 11645 W.31ST PL LAKEWOOD CO 80215 11645 W. 31ST PL LAKEWOOD CO 80215 RESID APPLEWOOD KNOLLS SWIM & TENNIS CLUB INC PO BOX 1741 WHEAT RIDGE CO 80034 11520 W. 32ND AVE LAKEWOOD CO 80033 COMMR BATES COLLEEN ANN TRUSTEE 3263 SIMMS ST WHEAT RIDGE CO 80033 3263 SIMMS ST WHEAT RIDGE CO 80033 RESID BROWNE RICHARD J BROWNE JANICE M 3333 SIMMS ST WHEAT RIDGE CO 80033 3333 SIMMS ST WHEAT RIDGE CO 80033 RESID CHAPMAN ROBERT 11595 W. 32ND AVE WHEAT RIDGE CO 80033 11595 W. 32ND AVE WHEAT RIDGE CO 80033 RESID CHESLEY DUANE P 3261 ROUTT ST WHEAT RIDGE CO 80033 3261 ROUTT ST WHEAT RIDGE CO 80033 RESID DAYNES DARIKA SIEGAL ROBERT 3201 ROUTT ST WHEAT RIDGE CO 80033 3201 ROUTT ST WHEAT RIDGE CO 80033 RESID DAYNES DARIKA SIEGAL ROBERT 3201 ROUTT ST WHEAT RIDGE CO 80033 3201 ROUTT ST WHEAT RIDGE CO 80033 RESID DEWITT WAYNE A DEWITT MARY 3323 SIMMS ST WHEAT RIDGE CO 80033 3323 SIMMS ST WHEAT RIDGE CO 80033 RESID DEWYS MARK C 11600 W. 32ND AVE WHEAT RIDGE CO 80033 11600 W. 32ND AVE WHEAT RIDGE CO 80033 RESID DILLARD JESSIE L TROTTER ADAM C 3252 SIMMS ST WHEAT RIDGE CO 80033 3252 SIMMS ST WHEAT RIDGE CO 80033 RESID DORIS B THOMSON REV TRUST 11978 W. 66TH LN ARVADA CO 80004 11593 W. 31ST PL LAKEWOOD CO 80215 RESID DOWNING KEVIN J 3268 SWADLEY ST WHEAT RIDGE CO 80033 3268 SWADLEY ST WHEAT RIDGE CO 80033 RESID DROULLARD EMERSON K DROULLARD LILYT 11560 W. 32ND AVE WHEAT RIDGE CO 80033 11560 W. 32ND AVE WHEAT RIDGE CO 80033 RESID DYKSTRA PAMELA S DYKSTRA DARREL D STAIR JACOB H - 11553 W. 31ST PL LAKEWOOD CO 80215 11553 W. 31ST PL LAKEWOOD CO 80215 RESID ELSON CLIFFORD R 11555 W. 32ND AVE WHEAT RIDGE CO 80033 11555 W. 32ND AVE WHEAT RIDGE CO 80033 RESID EMGE JOHN WILLIAM EMGE BARBARA JEAN 3342 SIMMS ST WHEAT RIDGE CO 80033 3342 SIMMS ST WHEAT RIDGE CO 80033 RESID GORDON JAMES R GORDON SHARON J 11675 W. 31ST PL LAKEWOOD CO 80215 11675 W. 31ST PL LAKEWOOD CO 80215 RESID HANNE ALBERT W 3243 SIMMS ST WHEAT RIDGE CO 80033 3243 SIMMS ST WHEAT RIDGE CO 80033 RESID HERRING STEVEN R HERRING YVONNE M 11675 W. 32ND AVE WHEAT RIDGE CO 80033 11675 W. 32ND AVE WHEAT RIDGE CO 80033 RESID JELINEK WILLIAM J JELINEK JOYCE A 3278 SWADLEY ST WHEAT RIDGE CO 80033 3278 SWADLEY ST WHEAT RIDGE CO 80033 RESID KRAFT MELDAHL ANGELA MELDAHL STEVEN 3258 SWADLEY ST WHEAT RIDGE CO 80033 3258 SWADLEY ST WHEAT RIDGE CO 80033 RESID LEWIS FRANCES W 11615 W. 32ND AVE WHEAT RIDGE CO 80033 VACANT LAND LEWIS IDELLA M LEWIS FRANCES W 11615 W. 32ND AVE WHEAT RIDGE CO 80033 11615 W. 32ND AVE WHEAT RIDGE CO 80033 RESID LUCAS DAVID M LUCAS NANCY J 3220 ROUTT ST WHEAT RIDGE CO 80033 3220 ROUTT ST WHEAT RIDGE CO 80033 RESID LUCERO EDUARDAT 3288 SWADLEY ST WHEAT RIDGE CO 80033 3288 SWADLEY ST WHEAT RIDGE CO 80033 RESID MARCELLO ANTHONY R MARCELLO LORI JOAN 3241 ROUTT ST WHEAT RIDGE CO 80033 3241 ROUTT ST WHEAT RIDGE CO 80033 RESID MATULIK RAYMOND W JR MATULIK ROY NELL C 3293 SIMMS ST WHEAT RIDGE CO 80033 3293 SIMMS ST WHEAT RIDGE CO 80033 RESID MEE ROBERT B MEE DIANE M 3223 SIMMS ST WHEAT RIDGE CO 80033 3223 SIMMS ST WHEAT RIDGE CO 80033 RESID MILLER THOMAS R MILLER MARY F 11590 W. 32ND AVE WHEAT RIDGE CO 80033 11590 W. 32ND AVE WHEAT RIDGE CO 80033 RESID MOE ROBERT G - 3272 SIMMS ST WHEAT RIDGE CO 80033 3272 SIMMS ST WHEAT RIDGE CO 80033 RESID MOSS DAVID WAYNE MOSS JILL BETH 3221 ROUTT ST WHEAT RIDGE CO 80033 3221 ROUTT ST WHEAT RIDGE CO 80033 RESID NIELSEN JEFFREY C NIELSEN JEFFERY C 3281 ROUTT ST WHEAT RIDGE CO 80033 3281 ROUTT ST WHEAT RIDGE CO 80033 RESID PETER FREDERICK KLAMMER & CYNTHIA LOU KLAMMER REVOCABLE TRUST 3200 ROUTT ST WHEAT RIDGE CO 80033 3200 ROUTT ST WHEAT RIDGE CO 80033 RESID PRUYN JOHN PATRICK JR PRUYN LINDA K 3292 SIMMS ST WHEAT RIDGE CO 80033 3292 SIMMS ST WHEAT RIDGE CO 80033 RESID PRUYN JOHN PATRICK JR PRUYN LINDA K 3292 SIMMS ST WHEAT RIDGE CO 80033 3292 SIMMS ST WHEAT RIDGE CO 80033 RESID RAVENSCROFT JAMES RAVENSCROFT PAULINE DOUBLE A COMPANY 11615 W. 31ST PL LAKEWOOD CO 80215 11615 W. 31ST PL LAKEWOOD CO 80215 RESID RODRICKS BETTE JEAN 3322 SIMMS ST WHEAT RIDGE CO 80033 3322 SIMMS ST WHEAT RIDGE CO 80033 RESID SCHROEDER GARY L SCHROEDER PATRICIA L 7979 S. QUEMOY WAY AURORA CO 80016 11575 W. 32ND AVE WHEAT RIDGE CO 80033 RESID SMITH FRANKLYN B SMITH LORETTA R 11660 W. 32ND AVE WHEAT RIDGE CO 80033 11660 W. 32ND AVE WHEAT RIDGE CO 80033 RESID STANLEY WILLIAM A STANLEY COLLEEN S 11630 W. 32ND AVE WHEAT RIDGE CO 80033 11630 W. 32ND AVE WHEAT RIDGE CO 80033 RESID WRIGHT ERNESTA WRIGHT PATRICIA M 3240 ROUTT ST WHEAT RIDGE CO 80033 3240 ROUTT ST WHEAT RIDGE CO 80033 RESID NOTICE OF PUBLIC HEARING Notice is hereby given that a Public Hearing is to be held before the City of Wheat Ridge BOARD OF ADJUSTMENT on January 28, 2010, at 7:00 p.m. in the Council Chambers of the Municipal Building at 7500 West 29th Avenue, Wheat Ridge, Colorado. All interested citizens are invited to speak at the Public Hearing or submit written comments. Individuals with disabilities are encouraged to participate in all public meetings sponsored by the City of Wheat Ridge. Call Heather Geyer, Public Information Officer at 303-235-2826 at least one week in advance of a meeting if you are interested in participating and need inclusion assistance. The following petitions shall be heard: Case No. WA-10-01: An application filed by Robert Chapman for approval of an 8 foot side yard setback variance from the 10 foot side yard setback requirement pursuant to Section 26-61 LA.1 resulting in a 2 foot side yard setback for property zoned Residential- One (R-1) and located at 11595 W. 32nd Ave. 2. Case No. WF-10-01: An application filed by Kevin Larson for approval of a Class II special exception permit to allow construction of a two-family residence in the 100 year flood plain on property located at 6701 West 48th Avenue. Kathy Field, Administrative Assistant ATTEST: Michael Snow, City Clerk To be published: Wheat Ridge Transcript Date: January 14, 2010 LAND USE CASE PROCESSING APPLICA Community Development Department 7500 West 29th Avenue, Wheat Ridge, CO 80033 Phone (303) 235-2846 (Please print or type all information) Applicant V I L lQv- f Q Nl Address O• R 0 X 5 S y City /,n/D i An/ ;ft ",P State co zip ~ 01/ Owner ✓'I /j"- V,4ucy LL G TION (303) Phone (.,%I-663 (303) Address P. 6- 13 oX --;t l5 Phone 6gl -6163 City J A/ i A&I _/-f I c / State C o Zip '66 L/ SY Fax - Contact /~i C✓iA1 C. LAP-16A/ Address P o. 901Y !-/S Phone y03 - l22 & City /N D1 An/ /-Lt Lt-J` State co Zip y G y 5 y Fax L/ d 3- i Z (The person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary, post public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written communication to applicant and owner.) Location of request Z/9.,ik A v6 Type of action requested (check one or more of the actions listed below which pertain to your request) 0 Application submittal requirements on reverse side O Change of zone or zone conditions O Special Use Permit O Consolidation Plat O Subdivision: Minor (5 lots or less) )KFlood Plain Special Exception O Subdivision: Major (More than 5 lots) O Lot Line Adjustment O Right of Way Vacation O Planned Building Group O Temporary Use, Building, Sign O Site Development Plan approval O Variance/Waiver (from Section ) O Other: Detailed description of request: IPL/-r L E F%L~C- j W o X1,r71, 1(q FL ooD &A Required information: _ Assessors Parcel Number: PC P r~ °J J Size of Lot (acres or square footage): 000 f F Current Zoning: k -2 Proposed Zoning: t9-Z Current Use: t// eA A/i L4 7- Proposed Use: atf l` - D vt p L 6X I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that in filing this application, I am acting with the knowledge and consent of those persons listed above, without whose consent the requested action cannot lawfully be accomplished. Applicants other than owners must submit power-of-attorney Er ni the owneg)which approved of this action on his behalf. Signature of Applicant u scr' a and sworn to me this day o 20/0 i FIh - Ck - NOTARY PUSlJO STATE OF CALORA00 My Commission Expires otary blic August 14, 2011 My commission expires To be filled out by staff. Date received Fee $ ~ Receipt No.C44S70 Case No. Comp Plan Desig. Zonin Quarter Section Map e Related Case No. Pre-App Mtg. Date S- D Case Manager / 47.50 Pas 0001-003 • RECEPTION NO" F0433664 6/25/97 I0n48:05 230 RECORDED IN JEFFERSON CWN7V, COLORADO SPECIAL WARRANTY DEED 0 THIS DEED, made effective this _42jti-dsy of Tune, 1997, from SWISS SOCIETY OF 0~ DENVER, a Colorado non profit corporation, formerly known as Swiss Society of Denver, an I unincorporated benevolent society ("Gremor"), to SWISS VALLEY LTD. LLAREL Y CO. ("Gramee"), whose address is 6695 w. 48th Avemte, Wheat Ridge, Colorado 80033: WITNESS, that Grantor, for and in consideration of" sum of Three Hundred and Fifteen Thousand Dollars ($315,000.00), the receipt and eufciency of which is hereby acknowledged, e has granted, bargained, sold and conveyed, and by these presents does grant, bargain. sell, convey confirm unto Grantee, hs successors and assigns forever, all the improvements lying and being in and on the following rest property located in the County of Jefferson, State of Colorado: SEE Exams A ATTACHED HERETO AND INCORPORATED HEREIN BY 3t 56 REFERENCE. Also known as 6695 West 48th Ave., Wheat Ridge, Colorado 80033. TOGETHER with all and singular the hereditaments and appurtenances thereto belonging or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits therao$ and all the estate, right, tide, interest, cWm and demand whatsoever of Grantor, either in law or equity; of; in and to the above-barppnmd premises with the hereditaments and appurtenances w (the "Property"); s h m TO 14AVF AND TO HOLD the Property unto Grantee, their successors and assigns forever. Grantor, for itself and its successors and assigns, does covenant and agree that it shall and will warrant and foreve` defend the Property in the quiet and peaceable possession of Grantee, its c M successors and assigns, against all and every person or persons claiming the whole or any part thereof; by, through or under Grantor. IN WITNESS WHEREOF, Grantor has executed this Special Warranty Deed as of the date first above written. SWISS SOCIETY OF DENVER, a Colorado non profit corporation, formerly (mown as Swiss Society of Denver, an unincorporated benevolenSociety ~ Name r 4: v~ n~ Title: n... m STATE OF COLORADO ) ) SS: COUNTY Of".Z ~ ) The foregoing instrument was acknowledged before me this fit? day of June, 1997, by p¢_L,~4a`dtS, as Po_;,;j,, n4= of Swiss Society ofDeaver, a Colorado non profit `c rporation, formerly known as Swiss Society of Denver, an unincorporated benevolent society. c My Connnission expires `Witness my hand and offrci s N~ otaty Public Cr ; G Fq%wwWl"\6W2M1w.Wd EXHIBIT A PARCEL A: THE NORTH 140 FEET OF TRACT 9, WHEATRIDGE HEIGHTS, COUNTY OF JEFFERSON, STATE OF COLORADO. PARCEL B: THE NORTH 100 FEET OF TRACT 10, WHEATRIDGE HEIGHTS, COUNTY OF JEFFERSON, STATE OF COLORADO. PARCEL C: THE NORTH 150 FEET OF A TRACT OF LAND DESCRIBED AS FOLLOWS: BEGINNING AT A POINT WHICH IS 175 FEET WEST OF THE SOUTHEAST CORNER OF THE EAST 1/2 SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, THENCE WEST 154.2 FEET, THENCE NORTH 400 FEET, THENCE EAST 154.2 FEET. THENCE SOUTH 400 FEET TO THE PLACE OF BEGINNING. EXCEPT THAT PORTION CONVEYED IN BOOK 509 AT PAGE 299. AND A TRACT OF LAND DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE FOLLOWING DESCRIBED TRACT: 'COMMENCING AT A POINT ON THE EAST LINE OF SECTION 14, TOWNSHIP 3 SOUTH, RANGE 69 WEST WHICH IS 1252.52 FEET SOUTH OF THE EAST QUARTER CORNEROF SAID SECTION, AND FROM SAID POINT RUNNING SOUTH ALONG THE EAST LINE OF SAID SECTION 14 TO A POINT WHICH _ IS 400 FEET NORTH OF THE SOUTHEAST CORNER OF SAID SECTION, THENCE WEST 417.33 FEET, THENCE NORTH PARALLEL WITH THE EAST LINE OF SAID SECTION 614 FEET TO A POINT WHICH IS 417,33 FEET WEST OF THE FAST LINE OF SAID SECTION, THENCE NORTHEASTERLY TO THE POINT OF BEGINNING"; THENCE EAST 62 FEET MORE OR LESS TO THE WEST BOUNDARY LINE OF THE DENVER AND NORTHWESTERN RAILWAY RIGHT OF WAY, THENCE NORTHWESTERLY ALONG SAID WEST BOUNDARY LINE TO THE WEST BOUNDARY LINE OF THE LARGER TRACT OF WHICH THIS TRACT IS A PART. THENCE SOUTH ALONG THE WESTERLY LINE OF SAID LARGER TRACT 97 FEET MORE OR LESS TO THE POINT OF BEGINNING, COUNTY OF JEFFERSON, STATE OF COLORADO; - EXCEPT TWO PARCELS CONVEYED TO DEPARTMENT OF HIGHWAYS, STATE OF COLORADO. BY SPECIAL WARRANTY DEED RECORDED IN BOOK 1815 AT PAGE 627. AND EXCEPT THAT PARCEL CONVEYED TO DEPARTMENT OF HIGHWAYS, STATE OF COLORADO BY DEED RECORDED AT RECEPTION NO, 66029642. PARCEL D: A TRACT OF PARCEL OF LAND NO. 108-X REV. OF THE STATE DEPARTMENT OF HIGHWAYS, DIVISON OF HIGHWAYS, STATE OF COLORADO, PROJECT NO. I 76-1(35) SEC. 1 CONTAINING 9,896 SQ. FT., MORE OR LESS, IN THE SOUTHEAST 1/4 OF THE SOUTHEAST 1/4 OF SECTION 14, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, IN JEFFERSON COUNTY, COLORADO, SAID TRACT OR PARCEL BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: RECEPTION NO. F0433664 3 BEGINNING AT A POINT WHICH IS SOUTH 89 DEGREES 42 MINUTES 30 SECONDS WEST, ALONG THE SOUTH LINE OF SECTION 14, A DISTANCE OF 516.8 FEET AND NORTH 00 DEGREES 16 MINUTES 30 SECONDS WEST. EIGHTS SU ALONG E OF LOT DIVI DISTAN EEOFE481.1NFEET FR0M9THEHSOUTHEASTHCORNER OFB5 IDSZON, A SECTION 14; 1. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT. HAVING A RADIUS BEARS NORTH, 83 DEGREES~15£MOINUTES 3 IS SECONDS EASTDA F THIS FEET (THE ARC DISTANCE OF 45.4 FEET).; 2. THENCE SOUTH 77 DEGREES 48 MINUTES EAST A DISTANCE OF 2.2 FEET; 3. THENCE ALONG THE ARC OF A CURVE TO THE RIGHT, HAVING RADIUS OF 490.9 FEET. A DISTANCE OF 146.1 FEET (THE CHORD OF THIS ARC BEARS SOUTH 69 DEGREES 16 MINUTES 30 SECONDS EAST A DISTANCE OF 145.5 FEET); 4. THENCE SOUTH 60 DEGREES 45 MINUTES EAST A DISTANCE OF 68.0 FEET TO THE SOUTHERLY RIGHT OF WAY LINE OF _SH 70 (APR. 1978); 5. THENCE ALONG THE SOUTHERLY RIGHT OF WAY LINE OF SH 70 (APR. 1978) . SOUTH 89 DEGREES 42 MINUTES 30 SECONDS WEST A DISTANCE OF 19.1 FEET; 6. THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE, NORTH 55 7, THENCES C0NTINUINGOALONGNSAIDERIGHT OFSWAYCLINE.SNORTHE751 DEGREES 41 MINUTES 30 SECONDS WEST A DISTANCE OF 84.0 FEET; B. THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE, SOUTH 00 DEGREES 09 MINUTES 30 SECONDS EAST, A DISTANCE OF 50.0 FEET; 9. THENCE CONTINUING ALONG SAID RIGHT OF WAY LINE, SOUTH 89 DEGREES 42 MINUTES 30 SECONDS WEST, A DISTANCE OF 100.3 FEET; 10. THENCE NORTH 00 DEGREES 16 MINUTES 30 SECONDS WEST A DISTANCE OF 81.1 FEET. MORE OR LESS. TO THE POINT OF BEGINNING. RECEPTION N0. F0433664 RECEPTION N0. F0433665 6.00 PQd 0001-001 . 230 RECORDED IN JEFFERSON COUNTY, COLORADO 6/25/97 I0r48105 QUITCLAIM DEED 07 W W a D,bivaedtis /gr dryof June •1997 =D Svise Society of Denver, a Colorado nonprofit corporation, formerly known as Swiss Society of Denver, an unincorporated benevolent society e nSperaa0n dWY orgmked aW edpiop mm om by vivv,e of d,e bws of tlae flute of (.Llomdq Qaoun." _ Swiss Valley Ltd. Liability Ca.. a Colorado corporation + lew Wdrtv is 6695 West 48th Avenue, WheatRidge, Colorado 80033 Wthe 'coin' or Jefferson ,9meof Cdwado.aaowe, WrI MErK Med tM sane w, for and In eomidendnn of the WAS of **TEN AND NO/100 DOLLARS and other good and valuable consideration, /00w" She r~iptaW sufsdeovyor*hich ishmeby stvoafedaed, hm,smimQrthsN, mid sod QUffC[AINED,aW by drcx p,venu dew.mi,c, raeae. sell aW QDfiCTAIM mid the pmnq heheiaaodasdpu rme.w.la Vie tiPm.tiVe.lmettrt, ola~aaddm4edwniA metWmw Wa is and mdr rd propmy tvgdarwiU, improae,won, if soy. umaM. l2in(and bdeolie the CoumY ar Jefferson end Soon of Comdo, dewihed afdelan: A TRACT OF LAND DESCRIBED AS BEGINNING AT A POINT WHICH IS 175 FEET WEST AND 250 FEET NORTH OF THE SOUTHEAST CORNER OF THE EAST HALF OF THE SOUTHEAST QUARTER OF SECTION 14, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., THENCE NORTH 10 FEET, THENCE WEST 124.2 FEET, THENCE SOUTH 10 FEET, THENCE EAST 124.2 FEET TO THE POINT OF BEGINNING. abo lmoaR bynnetaad Dumber as: N/A aSenm,7cbedulewparniovmbec N/A TO NAYS AND TO HOLD tne Sense, together with as and m9nl. the appwteopncteasd parseea dwenam belonoM or in enyn,oe dMMa appe.i.ieip and W deeoeem 41a, tide, iale,ut sod dean. dneu.. W do vemmaeitlem in 4w m addo. to an, eSdy pope, one, sanest add behoor of the sn men, hie bete aW .is. forcer. The tiveWs, .umb. Shad isc4We the View. drc DIUN Vc veyalw, ow Me one of way S.A. Anil W Wlinble m W SmdM IN Wr11VESS The pWw baemsd iu novexate manes in be hereunto mbeeitmi by ib Netidmt, aW in cmpery xdl bebneo >ersaedmts iedbyiu Seen", the day aW rer lint abme.enum. A SWISS SOCIETY OF DENVER, a Colorado non- a-_ / profit corporatian,formerly known as a>/ SWISS SOCIETY OF DENVER, An ictor ncan sQ"a' benevo1 t society ~tdE s~ i~~ .lee Suzanne arasin _ STATE OF COLORADO Tts r,reoinyiamnmem..&nenn1daod Was M IMS. / dryer June .1997 by lj!_1sfi Ay~,L. Scr-xTi°-h~~.7 a ~trionx ita;dam.od Z'F 1 - I I j// oeeoeea.m.dml yg a.ara,tl PuEO+dva. t]n warc 3t.Ikvc Ca 10203-r]e11]912dW - uAd RECEPTION No. F0433666 6.00 230 RECORDED IN JEFFERSON COUNTY$ t{ n PERSONAL REPRESENTA'IRVES DEED (Testate Estate) THIS DEED is made by IR=WT as personal Rep[esentative of the Estate of Frank L. Gerber a k a Frank Ladko Gaber deceased, Grantor, to SWI55 VALLEY LTD LIABILITY CO A CdLORADD LIMITED 1 TARrt try rnMPANY Gtantec, whox legal address is 6695 W 48th Ave Wheat RidOe, CU 8U -3 II I li of the - 'County of . State or WHEREAS, the fast Will and Testament of the above-named dcadent was made and ==led in the lifetime of the dceed vndisdated NOVeMber 14 19 89 ,which Will was duly admitted to (Rfi'1tf614(informal)*' probate on December 28 19 89 bythe District Couninandforthe County of Jefferson , State of Colorado, Probate No. 89PR939 WHEREAS Gramm wan duly appointed Personal Revesentatin of said Estate on May 7 19 90 , and is now, qqualified and acting in said capacity. NOW THEREFORE, Pursuant to the Powms sanferred upon Grantor by the Colorado Probate Code, Grantor dons hereby sell, worry, assign, transfer and xt over unto said Grantee (in joint tenancy)r"' (forand in consideration Cf **ONE HUNDRED AND NO/100**-------------------------------------------- Dollars)" (As the person entitled to distribution of the property in the above captioned Will)•• the following described real property situate in the County of Jefferson , State of Colorado: NORTH 20' OF SOUTH 250' OF WEST 30' OF EAST 329.2' OF SOUTHEAST 1/4, SECTION 14, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6th P.M., ABOVE DESCRIBED PROPERTY COVERED BY TAR SALE CERTIFICATE 57771 W LL z N c 2 c ~ 6 COUNTY OF JEFFERSON STATE OF COLORADO also known by street and number as: N/A assessors schedule or parcel number. With all appurtenances, subject to covenants, easements and restrictions of record, and subject to general Property [antsfor the year l9 _97.~, and subje0 to NONE _ *and all prior years As used herein, the singular includes the Plural and the plural the singular. Executed June 5 ,199-7 ~ & Virgi A. Boatright ed ReptaeoWtive of lheEtWeGor Frank L Gaber a/k/a KrnFrank Ladko aber .Deceased PGs 0001-001 COLORADO 6/$5/97 10148105 STATE OF COLORADO } sa - COUNTYOF JEFFERSON J mauls 5th dayof June 1997 by vii ii o.,a..~ as Persona]Represeoteiveofthc Estateof Frank L. Gaber. . Deceased. Witness my hand and official sal. My commission expires-. Dec 31. 1999 -am ov...ISm^Carw'. Na.CPC46.RMl-9a. PFiaONN.RLPIrSSNTATP'asn®(nsva3 _ ysarap patapnroa, ITa3 WraeSt.llw~v, Cx)60303-1103)393.3500- Y% rm,Y*1396] Corporation Office 1560 Broadway, Suite 200 Denver, Colorado W202 M710182817 C (303) 894-2251 $ 509. 00 SECRETARY CE STATE Total Fees: 550.00 05-23-9-1 11-3b: i1 Submit oriyjnsl and o!w oopy Must be Typewrimm ARTICLES OF ORGANIZATION I/We the undersigned natural person(s) of the age of eighteen years or more, acting as organizer(s) of a limited liability company under the Colorado Limited Liability Company act, adopt the following Articles of Organization for such limited liability company: FIRST: The name of the limited liability company is Swiss Valley Ltd. Liability Co. SECOND: The period of duration is perpetual. THIRD: The limited liability company is organized for any legal and lawful purpose pursuant to the Colorado Limited Liability Company Act. A more specific purpose may be stated: ownership and operation of real property. FOURTH: The street address of the initial registered office of the limited liability company is 6695 West 481e Ave., Wheatridge, CO 80033, and the name of its proposed registered agent in Colorado at that address is Kevin C. Larson. FIFTH: The name and the business address of the initial manager is: NAME ADDRESS (include zip code) Kevin C. Larson P.O. Box 715, Indian Hills, CO 80454 SIXTH: The name and address of each organizer is: NAME Mark A. Stormberg Kevin C r arson Signed Signed ADDRESS (include zip code) 4839 W. Byron Place, Denver, CO 80212 P.O. Box 715, Indian Fills, CO 80454 FLOODPLAIN ANALYSIS SWISS VALLEY PROPERTY 6695 WEST 48THAVENUE WHEAT RIDGE, COLORADO September 3, 2009 Revised January 4, 2010 PREPARED FOR: SWISS VALLEY, LLC. PREPARED BY: HVS ENGINEERING, INC 9201 WEST TENNESSEE AVENUE LAKEWOOD, CO 80226 303 - 940-5807 PRINCIPAL IN CHARGE: HENRY HOLLENDER, PE i i I~ i 1 I TABLE OF CONTENTS PAGE INTRODUCTION 1 PURPOSE 1 RELATED STUDIES 1 METHODOLOGY I FLOOD ANALYSIS 2 JANUARY 4, 2010 REVISION 3 CONCLUSIONS AND RECOMMENDATIONS 3 APPENDIX LOCATION MAP FIRMETTE OF PORTION OF FEMA FIRM MAP NUMBER 08059CO212 E TABLE 3 FROM THE 2007 FHAD MODIFIED SHEET 13 FROM THE 2007 FHAD HEC-RAS DATA INPUT AND RESULTS - DUPLICATE EFFECTIVE MODEL (10 pages) INPUT AND RESULTS -EXISTING MODEL (13 pages) INPUT AND RESULTS - PROPOSED MODEL (13 pages) SITE DRAWING (REAR POCKET) A section was added through the Swiss Valley property and HEC-RAS rerun to produce an existing model. This section, taken at station 43022, was based on contours from the topographic map used in the 2007 FHAD, supplemented with recent field topographic data. A separate HEC- RAS run was also made after modifying the section on the Swiss Valley property based on proposed fill on the property. A drawing, modified from Sheet 18 of the 2007 FHAD indicating the location of the new section is included in the appendix. FLOOD ANALYSIS Profiles from the duplicate effective, existing and proposed models in the vicinity of the Swiss Valley property are provided in the appendix. The 100-year flood elevations in the duplicate effective model match those used in the 2007 FHAD. Adding the section through the Swiss Valley property, however, increased the 100-year flood elevations on the nearest two upstream sections as indicated below: 100-YEAR FLOOD ELEVATIONS SECTION DUPLICATE EFFECTIVE EXISTING INCREASE 43955 5303.19 5303.19 0 43594 5301.58 5301.79 0.21' 43214 5299.85 5300.35 0.50' 42942 5300.35 5300.35 0 The 100-year flood elevation at section 43214 in the duplicate effective model is 0.50' feet below the 100-year flood elevation in the downstream section (42942), indicting that a hydraulic jump is occurring. In the existing model, the 100-year flood elevations in these two sections are the same, indicating that section 43214 is affected by bridge backwater. This seems to be more realistic. The 100-year flood elevation in the existing model at the new section (43022) is 5300.32 indicating a small hydraulic jump is occurring, but since this is only 0.03' lower than the elevation at the nearest upstream and downstream sections, it is safe to assume that the 100 year flood elevation through the entire Swiss Valley property is controlled by bridge backwater. For the proposed model, section 43022 was modified to indicate the proposed fill on the property to construct a building with a finished floor elevation of 5302. This elevation is 1.65' above the backwater elevation of 5300.35, assumed herein to be the 100-year flood elevation of the entire property. The 100-year elevations in the proposed model match the 100-year elevations of the existing model. Thus, placing fill on the Wheat Ridge portion of the Swiss Valley property will j have no effect on the 100-year flood elevations in the area. Reports on the duplicate effective, existing, and proposed EEC-RAS runs are included in the appendix. JANUARY 4, 2010 REVISION Due to questions related to ownership of the portion of the property where the new building was originally planned to be constructed, the building needed to be relocated to the southwest comer of the site. Since the 100-year flood elevation for the entire site is controlled by bridge backwater, relocating the building anywhere on the site will not cause an increase in flood heights. The base flood elevation (BFE) will remain 5300.35. The finish floor elevation of the relocated building will be lowered to 5301.5. This will still place it 1.15' above the 100-year flood elevation. Thus, the relocation of the building does not change this report other than to revise the site drawing located in the rear pocket. CONCLUSIONS AND RECOMMENDATIONS The Swiss Valley property located at 6695 West 48`s Avenue is in the City of Wheat Ridge, except for the northwest comer of the property, which is located in the City of Arvada The property is located in Zone X on the FEMA FIRM, indicating that property is outside the 100- year floodplain. However, most of the property is located within the 100-year floodplain in the 2007 FHAD, which was adopted by the City of Wheat Ridge for regulating the 100-year flood plain. The entire property is located outside the floodway as defined in the 2007 FHAD. Placing fill on the portion of the Swiss Valley property that is within Wheat Ridge will have no effect on either the FIRM defined or 2007 defined 100-year floodplain. Thus this study finds that the proposed construction, as shown on the accompanying site drawing will: 1. not increase flood heights in the area, 2. minimize flood damage and protect utilities, and 3. result in the lowest floor elevation of the new building being over 1' above the base (100 year) flood level of 5300.35. 1 APPENDIX SWISS VALLEY, LLC 6695 WEST 48TH AVENUE WHEAT RIDGE, CO a 0 t U bl9(NellE . ~ fRYVNHi4i®OY mfn\ \ S M1 m l PROJECT LOCA TION 4M AvExuE 18iHCIRCI£ w ~ ¢ Si .TMR ~ Yo 4y ~ ~ M1j ~ CI1Y F aim T E ~ 4.M g z 1BIW~M LOCATION MAP N.T.S. m a g m v ~pp f5 ti g 2° n ^ m m P «n mP S n ^ ^m, om vv R vm mw . ~ ryn ° R nv e v N oB o m, m nm av m a mv n m a m a p i i S7 nn w gn .-M ' a i w a o Rm n d LL $ e4i M r~ N S EE = s8 : mS ~x : m g„- mB ~g ~g SS m n~ o d `o . B R $m S S 0 m n ~g r~ gm ~g Bm g~ Sg ~7 S gm M1g ~8 m~ ~g ma o $ g.~ P'S" n $ go 88 3R T." g M e V. 9. F Ee 7- .°v 1 mm e.„ 1. Re x S Yf t R n '~m Jil rJ mt~m .Yi l n0 N $ ¢m ~ mn Ym ~g mm g$ Om mb mpn m ~ Ne ng g n n` Q~ ~8 On 5g o Rd ^ ~ ne p r ~ m nm ~ S1 v i gg gg gg gS Y g N 9 22 S gS r N . i + d2 sn ^n em Sr r$ n.pi3 -n ggd bi~ mt3m $r gg g m ~nn nm R° ; g8 g8 8 @9" 6 V S& °g n,S :g mmg r „g& < <g ~ m rv n 4 g 1 Sn So m ge G Yggo g w ?1~~ {~Cj(p ,~O lm ` ~w•n ` , m N m Nm b mm m~ Nb,N p^ . m,c Sg ^n Ow nm m~ nn mi np ~ w ~ n m ^ SY N G Y Y N 76Yg ` "L3 ry 1v1.5 Y b SYe n~ Ng . , g.B . hg gg gg g e NS g e ^ Ae mm 8 ~ M! M ~v , ° ~ r n m wg m rg m m, r r m ~ - Sr am C~ M ~ . = ~ 71 me 8g R p ^ « m m m~ ^ g gn «R °a °9 m ~ . ^ n ^ . n m e « N mm NN ~e No ^n imd my rim ryw no em ~m n d~ e ad mo rid m b dn .yry mm ^.4 am .rid vn dd n d a'? 'Y " .op mR nm mm n^ ^N Ve !m,m ~ > 2 `m $V y g a ss ns -rv y .°vF i'~ n~ .N-.N ^N.nn °nm mm m.Y i .X 8 a m8 gm ~ n w` v ga,N m° ~I v,o E ~ ~ 2 SI PS I e gm mm e ~ry o ~mry oo ,n ,ma . - n qo g SI a g - 01 0 5 2 v ee ea Ye YY ee ev v~ Yd ee de rv ve ee _ _ _ _ _ _ v em ~ ymym R ~ Nn n n pe by ` y°u mry n n and ^ ~ ' $ M a m q~.r ev ` ' w.g -n $ng Q " 4mm e $ ~m $ no om nm Y!m wv .mb m. -r e = m . i. E 7~d v7g mg u i v Y g ui di N g o7 m ` n .Y . ui i 51 nn ".i S2 `gg g~ g ^N M O M E$ M u m LL ~m wm ww m mm mm mm mm mm mm mm mm wm ww mw mw wm mm mm mm mm mm mm mw wm mm mw m w H ~j g en ~uw Ffl Mn mm i °b uw i u~g ~m in u° gvry m~ ~ne V~~ ^n ~1 -nm ¢d i1~ we ~ri Yry .~l bm rd a i~g oe V~g m.m y~ e~Ng .m N$ Ng <n n~ g ca mm v~g ryn m.p g N mg ri gwn ~5N na Un1~ m qm Ri Cv NN n. g jn NY v.-e $mN mw V R bm mm W; nn nw .dn Y~Y~ o ny N mryp M ~N u~ a ~n yo U:~t U n . 4 S ~8 8~ AS ~S ° 3$ 8~ ~A 8 8~ AN ~8 8~ 88 88 8~ NN yn 88 3 $ 6 m mN mN Nm N mm mm mm m mm mm Nm wn ~m mri p ~2 o rv ng m .n° rv on no oo n ` oo `~3 om n om .-e mm pw m n ea n n.o ~gn ~w a .om ~ mo n oo ~ oo R ' oN r p^ wo $R oo b~ mw rv^ m~ ow ~ mm g m ~ o € g b 35Y g n gg gg g N „g }X N gg g m gu 3 m g m n g N g n g N g g m g m n Nn NN y b ~ n ~ S , n 7L $ g" 'm~°a ~Y YY « ~Rl o M w nb g~ YY yJ g S6 S: o'a :e '7e ee ee <^e e « ~ S3 °e e ~e ~E ^e^^e e°e ~e « $ < w m o m g E F E o E E ~ m s a _ m i 1 ° i 3 am s $ 5 8 8 s IE 8 m°c is z° gg ~a I of HEC-RAS Version 4.0.0 March 2008 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California X X XXXXXX ) CM XXXX XX 30M X X X X X X X X X X X XX X X X X X X = DIII7.'X XXXX X XXX XXXX XXXXXX XXXX X XX X XX X X X X X X X X X X X X X X X )000= . X XXX X X X X XXXXX kt#ti#kkk##k#YtYtYt#t#k##kk#t#fitFYFii#{#tK#F#K#{#i{K#Y{#FtK#t{ttk{#kKtFK#Fiit#i PROJECT DATA Project Title: SWISS VALLEY Project File: SWISSVALLEY.pd Run Date and Time: 4/162009 4:44:27 PM Project in English units Project Description: SWISS VALLEY DUPLICATE EFFECTIVE MODEL PREPARED BY: HVS Engineering, Inc April 2009 PREPARED FOR: Swiss Valley, LLC. PLAN DATA ' Plan Title: Plan 04 Plan File : C:\HVS\Tectonic\IMC-RAS\SWISSVALLEY.pO4 Geometry Tike: SWISS VALLEY i - Geometry File: C:\HVS\Tectonic\IIEC-RAS\SWISSVALLEY.g02 1i d Flow Tide :SWISSVALLEY Flow File :C:\HVS\Tectonic\BEC-RAS\SWISSVALLEY.t01 Plan Summary Information: Number of. Cross Sections= 49 Multiple Openings = 0 Culverts = 0 lotion Structures = 0 Bridges = 9 Lateral Structures= I i - Computational Information Water surface calculation tolerance = 0.01 - - Critical depth calculation tolerance = 0.01 Maximum number of iterations = 40 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in a values only Friction Slope Method: Average Conveyance _ Compulational Flow Regime: Subcrltical Flow tt#itif#k#F###k#Y###FtY#K#FFtF#i##t#i#Y#t#tFFik#F#titY#fiiFFtktkFt###Yk#kk##t### FLOW DATA Flow Title: SWISS VALLEY Flow File : C:\HVS\Tectonic\BEC-RAS\SWISSVALLEY101 Flow Data (cfs) $$4**#*¢##4$4##$##ii¢¢{4#4*###$#¢i¢SSS4kiYY*¢*{##*#i¢¢i¢k¢##¢ * River Reach RS * 100-YEAR *CLEAR CREEK ABOVE SHERIDAN 53539 * 14520 §k#Y##tkittk#k#k####iii####fi§#a##{f#f{f#k##kiatt#####fii##a#i Boundary Conditions kiffi{fi#ff#ii#i###k#k##A#4#k###kf###kf#t#ikk##iii3i#ik#iii#ikii##ikiik##f#i##attk#####fi##f###kk###f#### * River Reach Profile * upstream Downstream #¢t#t#t¢tkf##f##f##*######$k###s;k#;#¢#fa34k$4$##¢¢###t##¢f¢###f#kk###f####fffi*tf#43#$#$4#$$#k$4$*i#$$$ *CLEARCREEK ABOVESHERIDAN 100-YEAR * Known WS=5263.38* kkkk#k##Y#fifi#k§#k§§kfkA#k####{f{##f#ik#{k###A##ii#ifi#iifkt#i#kkkfi#§{##f#f§fiii#fik##A§fk{kf§§A#kfkk§§k## ##}t####}###}}#####i##ikii#kti#;ik#####if;ikik#t#;iiitit#k;tk#f}##iti;i;kit#t;#t GEOMETRY DATA Geometry Title: SWISS VALLEY Geometry File : C:\HVS\Tectonic\BEC-RAS\S WISSVALLEY.g02 CROSS SECTION RIVER-* CLEAR CREEK REACH: ABOVE SHERIDAN RS: 43955 INPUT Description: CROSS SECTION 43955 Station Elevation Data num= 40 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5319.89 4.68 5319.92 10.2 5319 26.4 5314.17 37.85 5310 40.69 5309.38 61.41 5302 64.06 5301.42 66.51 5300.57 71.02 5301.16 72.25 5300.54 72.35 5301.33 72.78 5299.19 73.27 5296 73.34 5294 73.38 5292.8 73.39 5291.71 75.91 5291.22 124.74 5290.97 125.63 5291.78 127.36 5293.88 129.45 5295.12 178.01 5294.82 190.85 5299.35 194.56 5300 197.18 5299.26 210.46 5301.42 217.9 5301.81 246.2 5306.9 248.46 5308 251.62 5310 255.615312 258.33 5314 282.98 5328.14 335.06 5356 338.08 5358 356.18 5367.86 386.33 5370.38 430.1 5371.15 493.77 5370.99 Mammng's n Values num= 3 Sta n Val Sta n Val Sta a Val 0 .045 75.91 .03 124.74 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeft'Contr. Expan. 75.91 124.74 347-16 360.32 366.5 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR E;E#;;i;lYi###!#tkE{#####t#3i!#!!###t{i#;f#i####E{#{#;;;filY###E;#;;#;k#i#i####;#{;Ef{#;i{#;iii * E.G. El" (ft) * 5307.27 * Element * Left OB * Channel * Right OB * Vel Head (ft) * 4.08 * Wt. n-Val * 0.045 * 0.030 * 0.060 * W.S. Elev (ft) * 5303.19 * Reach Len. (ft) * 347.16 * 36032 * 366.50 * Crit W.S. (ft) * 5303.19 * Flow Area (sq ft) * 59.50 * 590.63 * 601.48 * E.G. Slope (tuft) *0.004993 * Area (sq ft) * 59.50 * 590.63 * 601.48 * Q Total (cfs) *14520.00 * Flow (cfs) * 230.29 * 10892.42 * 3397.29 * Top Width (ft) * 167.51 * Top Width (ft) * 17.54 * 48.83 * 100.84 * Vel Total (ft/s) * 11.60 * Avg. Vel. (ft/s) * 3.87 * 18.44 * 5.65 * Max Chi Dinh (ft) * 12.22 * Hydr. Depth (ft) * 3.33 * 12.10 * 5.96 * Conv. Total (cfs) *205487.0 * Conv. (cfs) * 3259.1 *154149.5 * 48078.5 * Length Wtd. (ft) * 359.85 * Wetted Per. (ft) * 27.85 * 48.83 * 103.73 * Min Ch El (ft) * 5290.97 * Shear (lb/sq ft) * 0.67 * 3.77 * 1.81 * Alpha * 1.95 * Stream Power (lb/ft s) * 2.58 * 69.53 * 10.21 * Fran Loss (ft) * 1.51 * Cum Volume (acre -ft) * 33.86 * 62.25 * 56.47 * C & E Loss (ft) * 0.43 * Cum SA (acres) * 6.18 * 4.67 * 14.10 #f###4########## #i#####k##f##i###i###ki#tk#######it#i#Y##!#i########i#ikii########E###E###iii#i Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: The velocity head has changed by more than 0.5 it (0.15 m). This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER CLEAR CREEK REACH: ABOVE SHERIDAN RS: 43594 INPUT Description: CROSS SECTION 43594 Station Elevation Data num= 48 Sta Elev Sta Elev Stu Elev Sm Elev Sta Elev ##########ttt*t*ti*#tS###k#Y#Y##kYt#tt#####Y#Y##Y##t*Y#*#*#S############Yttt#*Yt 0 5320 58.15 5302.41 66.44 5301.62 103.72 5301.62 121.59 5300.49 122.65 5299.83 126.2 5298.6 127.48 5298 138.32 5292.22 140.28 5290.81 145.48 5290 148.3 5289.16 155.5 5289.28 173.53 5287.65 203.13 5287.39 203.54 5288 207.37 5290.37 209.32 5292 210.15 5292.52 229.58 5293.93 257.14 5292 260.07 5292.6 26(.565294 266.91 529SAI 282.55 5302 289.85 5304 335.92 5306.68 368.24 5306.04 371.65 5310 373.18 5311.93 376.82 5316 379.57 5320 381.52 5322 384.44 5326 38625 5328 387.69 5330 389.06 5331.69 391.13 5334 392.56 5336 410.27 5357.82 421.38 5369.24 428.92 5369.68 438.25 5369.3 446.54 5366.89 477.98 5368.52 498.48 5368 500.57 5367.22 563.58 5366.38 Maming's n Values num= 3 Sta n Val Sta n Val Sta n Val *tttYt#t4ttttt4##}#544#Y#SiSYit#Yt#tttk##ii 3# 0 .045 173.53 .03 203.13 .06 Bank Sta: Left Right Lengths: Left Chanel Right Coeff Contr. Expan. 173.53 203.13 364.86 380.8 400.24 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR Ytk#tit#ttttt###k4k#itk###Y#Yt####tt##iiii3tt#####4#4}#ii#iii####ttit#tt##i##iiiki#}i##Ytkt#t## * E.G. Elev (ft) * 5304.22 * Element ` left OB * Channel * Right OB * Vel Head (ft) * 2.64 * Wt. a-Val. * 0.045 * 0.030 * 0.060 * W.S. Elev (ft) * 5301.58 * Reach Lea. (ft) * 364.86 * 380.80 * 400.24 * Crit W.S. (ft) * * Flow Area (sq ft) * 530.83 * 416.21 * 602.50 * E.G. Slope (ft/ft) *0.003577 * Area (sq ft) * 530.83 * 416,21 * 602.50 * Q Total (cfs) *14520.00 * Flow (cfs) * 3974.12 * 7182.23 * 3363.65 * Top Width (ft) * 177.22 * Top Width (ft) * 69.19 * 29.60 * 78.43 * Vet Total (ft1s) * 9.37 * Avg. Vel. (ft/s) ° 7.49 * 17.26 * 5.58 * Max Chl Dpth (ft) * 14.19 * Hydr. Depth (ft) ` 7.67 * 14.06 * 7.68 * Coav. Total (efs) *242786.1 * Conv. (cfs) * 66450.5 * 120092.7 * 56242.9 * Length Wtd. (ft) * 380.07 * Wetted Per. (ft) * 71.91 * 29.60 * 82.33 * Min Ch El (ft) * 5287.39 * Shear (lb/sq ft) * 1.65 * 3.14 * 1.63 * Alpha * 1.93 * Stream Power (Ib/ft s) * 1234 * 54.18 * 9.12 * Frcm Loss (ft) * 1.84 *Cum Volume (acre-ft) * 31.51 * 58.08 * 51.41 * C & E Loss (ft) * 0.05 * Cum SA (acres) * 5.83 * 4.35 * 13.35 ' t#YiiY##11(44#k}##i##itt####tit}#iiiYt#t###iikiiit##ttt###}ikiiilk#YY##t4#ii##}######t#ti#3#kY Warning: The energy equation could not be balanced within the specked number of iterations. The program selected the water surface that had the least amount of error between computed and assumed values. Warning: The energy loss was greater than 1.0 It (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 43214 INPUT Description: CROSS SECTION 43214 Station Elevation Data num= 32 Sm Elev Sm Elev Sta Elev Sta Elev Sta Elev tttkifff###tLLtRt3fif}}}####fitfki#3##}k###fft####k}###R;ikk#######k#ft#k##}}#f# 0 5320 29.5 5312.11 59.94 5302.38 82.31 5300.96 100.44 5298.24 j 113.89 5292.19 114.92 5291.67 117.9 5289.87 142.26 5286 14729 5286 183.17 5286 184.15 5286 193.33 5290 209.42 5296 222.93 5296.29 238.29 5298.86 248.03 5299.22 252.85 5300.23 254.55 5300.77 306.42 5299.78 343.21 5304 347.41 5305.25 397.57 5332.95 427.83 5346 431.75 5348 440.45 5350 462.14 5353 483.34 5357.85 489.54 5360 517.4 5362 531.76 5362.78 651.55 5363.57 Manning's n Values num= 3 Sta n Val Sta n Val Sta a Val Fk#iF##ii#i!#ttt##ik##itiiitittkfkiiYF#k##ikitik 0 .045 147.29 .04 183.17 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 147.29 183.17 188.82 271.23 375.91 .3 .5 CROSS SECTION OUTPUT Profile #100-YEAR }##fF#{i{3{{itktlt{#!f#i{tkki3tkt#iif{f##{k{{kkii#ii#{fkkiiki!!#t#f{#i{fiti#lkikilit{{!#;{i;kt! * E.G. Elev (ft) * 5302.75 * Element * Left OB * Channel * Right OB * Vel Head (ft) * 2.89 * Wt. n-Val * 0.045 * 0.040 * 0.060 * W.S. Elev (ft) * 5299.85 * Reach Len. (ft) * 188.82 * 271.23 * 375.91 * Crit W.S. (ft) * * Flow Area (sq ft) * 466.36 * 497.10 * 326.88 * E.G. Slope (ft/ft) *0.005868 * Area (sq ft) * 466.36 * 497.10 * 326.88 * Q Total (cfs) *14520.00 * Flow (cfs) * 4630.78 * 8159.73 * 1729.49 * Top Width (ft) * 165.94 * Top Width (ft) * 57.61 * 35.88 * 72.45 * Vel Total (ft/s) * 11.25 * Avg. Vel (ft/s) * 9.93 * 16.41 * 5.29 * Max Cal Dpth (ft) * 13.85 * Hydr. Depth (ft) * 8.10 * 13.85 * 4.51 * Conv. Total (cfs) *189552.5 * Conv. (cfs) * 60453.0 *106521.9 * 22577.7 * Length Wtd. (ft) * 268.72 -Wetted Per. (ft) * 59.96 * 35.88 * 74.66 * Min Ch El (ft) * 5286.00 * Shear (lb/sq ft) * 2.85 * 5.08 * 1.60 *Alpha t 1.47 * Stream Power (lb/ft s) * 28.29* 83.31 * 8.49 * Frcm Loss (ft) * 0.46 * Cum Volume (acre-ft) * 27.33 * 54.09 * 47.14 * C & E Loss (ft) * 0.95 * Cum SA (acres) * 5.30 * 4.06 * 12.66 ttiiti#tif###i#i#i#Lkktk#t#!#kifxixiiittitks*#xfiiiisk#!##xfsL kktikfik**##:ikLLiik{iixi####fsii Warning: Divided flow computed for this cross-section. Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 42942 INPUT Description: CROSS SECTION 42942 - U/S 1-70 ACCESS RAMP Station Elevation Data num= 50 Sm Elev Sm Elev Sm Elev Sta Elev Sm Elev ttffkf##k}###k#RtRtk###}ik###tt*kffki##ttiktf#k###tR###kk#####tst*R######k#tk#kR 0 5320 63.873 5311.16 77.478 5308 113.943 5297.75 126.452 5297.06 138.989 5291.3 151.894 5288.33 184.237 5288.92 194.412 5281.8 240.402 5281.8 257.118 5293.22 303.716 5296 322.094 5296.63 344.693 5299.16 377.369 5301.96 394.53 5302.95 437.572 5301.94 456.197 5300.61 465.722 5299.24 479.496 5298.76 490.654 5299.76 514.314 5299.79 646.289 5304.42 651.797 5305.1 678.526 5306 692.484 5307.93 708.648 5308.22 734.613 5310 737.894 5311.05 755.148 5311.98 760.147 5313.61 771.934 5313.6 817.818 5317.97 820.3 5320.38 838.975 5319.65 848.231 5321.69 862.288 5321.94 868.709 5323.19 892.998 5324.47 939.943 5324.44 945.628 5326 977.709 5326.29 979.435 5327.53 1014.041 5327.99 1015.504 5329.43 1052.422 5329.76 1053.822 5331.08 1102.733 5332.17 1106.558 5332.84 1148.674 5334 Manning's n Values num= 3 Sta n Val Sta a Val Sta n Val t*3#*#####SL#Lkiit#Lt#tk#####L#L###t##t##f#LkLLk 0 .045 151.894 .03 240.402 .045 Bank Star. Left Right Lengths: Left Channel Right Coeff Cony. Expan. - 151.894 240.402 - 159.1 133.31 129.01 .3 .5 Ineffective Flow num= 2 Sm L Sta R Elev Permanent 0 65.76 5314 F 321.031 148.674 5304 F Skew Angle = 45 CROSS SECTION OUTPUT Profile #100-YEAR tYYtY2YS2Y2Yi;iYiYiSYYi##ii##i#i#k#%}%kk;;;;iiiLYYY3Y;YYiSYkYt#YY}i##k}k;}#;;ki;k}YLYkf2#;S;SS# * E.G. Elev (ft) * $301.33 *Element * Left OB * Channel * Right OB * * Vet Head (B) * 0.98 * Wt. n-Val. * 0.045 * 0.030 * 0.045 * - * W.S. Elev (ft) * 5300.35 * Reach Lea (ft) * 51.00 * 51.00 * 51.00 * * Crit W.S. (ft) * 5293.22 * Flow Area (sq ft) * 261.99 * 1384.53 * 551.97 * * E.G. Slope (ft/ft) *0.000804 * Area (sq ft) * 261.99 * 1384.53 * 672.39 * * Q Total (cfs) *14520.00 * Flow (cfs) * 748.49 *11961.81 * 1809.70 * * Top Width (ft) * 325.96 *Top Width (ft) * 47.19 * 88.51 * 190.27 * * Vel Total (ft/s) * 6.60 * Avg. Vel. (ft/s) * 2.86 * 8.64 * 328 * * Max Chl Dpth (ft) * 18.55 * Hydr. Depth (ft) * 5.55 * 15.64 * 6.85 * * Comv. Total (cfs) *512029.4 * Conv. (cfs) * 26394.6 *421818.1 * 63816.7 * * Length Wtd. (ft) * 51.00 * Wetted Per. (ft) * 49.16 * 90.76 * 84.25 * Min Ch EI (ft) *5281.80 * Shear(Ib/sq ft) * 0.27 * 0.77 * 0.33 * * Alpha * 1.45 * Stream Power (lb/ft s) * 0.76 * 6.62 * 1.08 * * Preto Loss (ft) * * Cum Volume (acre-ft) * 25.75 * 48.23 * 42.83 * * C & E Loss (ft) * * Cum SA (acres) * 5.07 * 3.67 * 11.52 * #fff}f%%Rk#######;E#;####f###iik3;kiiiiti3YYi2f333kkiiY#i*#i##tkY%t#k%#i####%%kf%;;;#;##;###ikk if Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. BRIDGE RIVER: CLEAR CREEK REACH: ABOVE SHER) DAN RS: 42891 INPUT Description: 1-70 (EASTBOUND) ACCESS RAMP Distance from Upstream XS = 51 Deck/Roadway Width = 74 Weir Coefficient = 2.6 Bridge Deck/Roadway Skew = 45 Upstream Deck/Roadway Coordinates num= 7 Sta Hi Cord Lo Cord Stn Hi Cord Lo Cord Sta Hi Cord Lo Cord 35.355 5314 65.761 5314 65.761 5316.5 5309.4 321.026 5306.5 5299.4 321.026 5304 514.067 5306 840.043 5320 Upstream Bridge Cross Section Data Station Elevation Data num= 50 Sta Elev Sta Elev Sta Elev Sm Elev Sta Elev sr#}+##t*t+tf#E*f#;;##fxiikx*#+txz#s#}ktffs+%##Ei%x;#ikz;xxxxtti}tttks+ss#kEk}xx 0 5320 63.873 5311.16 77.478 5308 113.943 5297.75 126.452 5297.06 138.989 5291.3 151.894 5288.33 184.237 528&92 194.412 5281.8 240.402 5281.8 257.118 529322 303.716 5296 322.094 5296.63 344.693 5299.16 377.369 5301.96 394.53 5302.95 437.572 5301.94 456.197 5300.61 465.722 5299.24 479.496 5298.76 490.654 5299.76 514.314 5299.79 646.289 5304.42 651.797 5305.1 678.526 5306 692.484 5307.93 708.648 5308.22 734.613 5310 737.894 5311.05 755.148 5311.98 760.147 5313.61 771.934 5313.6 817.818 5317.97 820.3 5320.38 838.975 5319.65 848.231 5321.69 862.288 5321.94 868.709 5323.19 892.998 5324.47 939.943 5324.44 945.628 5326 977.709 5326.29 979.435 5327.53 1014.041 5327.99 1015.504 5329.43 1052.422 5329.76 1053.822 5331.08 1102.733 5332.17 1106.558 5332.84 1148.674 5334 Manning's n Values num= 3 Ste n Vat Sta n Val Sta n Val 0 .045 151.894 .03 240.402 .045 Bank Sta: Left Right Coeff Conti. Expan. 151.894 240.402 .3 .5 I ; lneffective Flow num= 2 StaL StaR Elev Permanent 0 65.76 5314 F 321.03 1148.674 5304 F Skew Angle = 45 Downstream Deck/Roadway Coordinates num= 7 Sta Hi Cord Lo Cord Sta Fli Cord Lo Cord Sta Hi Cord Lo Cord Yk#iYYtYYYi#Y##t#tt#ttW####Wf#i###kE########t##YtYYtki#ki#SStWY#Y#Y##W#f 35.355 5314 67.175 5314 92.631 5314 92.631 5316.5 5309.4 321.026 5306.5 5299.4 321.026 5304 426.385 5306 Downstream Bridge Cross Section Data Station Elevation Data num= 59 Sta Elev Sta Elev Sta Elev Sta Elev Stn Elev }kit#tii#i#%%###k#t#i##fis###{#k#kk§##kYk%%k%%k%%t%%f#YY#%%%i%if#f####S#k#§##§#§ 0 5330 6.429 5329.88 9.32 5328 10.72 5327.43 15.144 5326.16 15.988 5325.7 37.3 5318.56 72.535 5313.35 75399 5312 100.247 5303.22 101.83 5302.41 108.605 5300 114.933 5302.58 115.442 5298 118.469 5296.76 138.487 5295.74 170.724 5288.73 173.411 5287.91 191.774 5288.44 193.351 5287.66 205.775 5281.8 248.011 5281.8 266.926 5289.89 292.636 5290.74 301.312 5290.02 302.719 5290.62 315.002 5293.31 316.367 5293.82 316.784 5294.42 317.463 5296 318.382 5297.83 319.718 5300 319.86 5300.91 334.85 5305.13 335.826 5305.69 338.259 5306.44 374.13 5305.82 419.774 5305.77 442.309 5306.46 468.882 5306.71 483.329 5306.66 485.634 5306.96 491.128 5306.86 495.166 5307.06 498.206 5307.62 560.318 5308.75 563.295 5309.22 637.832 5311.18 792.836 5319.28 795.644 5320 874.479 5324.05 887.15 5323.62 890.325 5323.96 899.284 5325.78 929.478 5325.95 940.049 5327.5 996.257 5328.83 1000.33 5329.97 1118.473 5334 Mannings n Values num= 3 Sta n Val Sta n Val Sta n Val Y}A#Yiiiiii#iii##A##}#i}iR}Ri##i}i1Yit}Y#iii#### 0 .045 170.724 .03 266.926 .045 Bank Sta: Left Right CoeffContr. Expan. 170.724 266.926 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 92.63 5314 F 321.031 118473 5304 F Skew Angle = 45 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = 5304 Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Piers = 3 Pier Data Pier Station Upstream= 140.714 Downstream=161.927 Upstream num= 2 Width Elev Width Elev #####t##t#Y##tfitiiiif#ii#####f# 3.1 0 3.1 5307 Downstream num= 2 Width Elev Width Elev ************###*#i##ti*iii****** 3.1 0 3.1 5307 Pier Data Pier Station Upstream=207.889 Downstream=221.324 Upstream num= 2 Width Elev Width Elev ssssssssssss#ssssss#sstY#s#Yiss# 3.1 0 3.1 5307 Downstream num= 2 Width Elev Width Elev tkt#kf#####$##ii3iff3f#k##k#t3f# 3.1 0 3.1 5307 Pier Data Pier Station Upstream=260.215 Downstream=267.286 Upstream num= 2 Width Elev Width Elev YkYYikiYiYY###fi#F#tik#iii#FiiiiY 3.1 0 3.1 5307 Downstream num= 2 Width Elev Width Elev 3.1 0 3.1 5307 Number of Bridge Coefficient Sets = 1 Low Flow Methods and Data Energy Momentum Cd = I Yarnell KVa1= 1.05 - Selected Low Flow Methods = highest Energy Answer ` High Flow Method Pressure and Weir flow Submerged later Cd Submerged Wet+Outlet Cd= .8 Max Low Cord = Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow= Upstream energy grade line BRIDGE OUTPUT Profile #100-YEAR #i#tit########RR#########3##Ytk#3#####f#t##RYiiiti33#Y#3#f44###f####iifii#3Y#343t#t#4R####### * E.G. US. (ft) * 5301.33 * Element *Inside BR US *Inside BR DS * W.S. US. (ft) * 5300.35 * E.G. Elev (ft) * 5301.26 * 5300.54 * * Q Total (cfs) * 14520.00 * W.S. Elev (ft) * 5300.17 * 5299.57 * * Q Bridge (cfs) * 14520.00 * Crit W.S. (ft) * 5294.10 * 5293.89 * * Q Weir (cfs) * * Max Chi Dpth (ft) * 18.37 * 17.77 * * Weir Sta Lft (fl) * * Val Total (ft/s) * 7.10 * 6.95 * Wen Sm Rgt (ft) * * Flow Area (sq ft) * 2046.28 * 2090.25 * * Weir Submerg * * Froude # Chi " 0.29 * 029 * * Weir Max Depth (ft) * * Specif Force (cu ft) * 17271.41 * 17050.76 * # Min Et Weir Flow (R) * 5304.01 * Hydr Depth (ft) " 10.96 * 10.86 * ' Min El Pis; (ft) ' 5309.13 * W.P. Total (ft) * 305.42 * 279.86 * Delta EG (ft) * 0.80 * Count. Total lets) * 380303.7 * 386078.5 * Delta WS (ft) * 0.72 * Top Width (ft) * 186.73 * 192.49 * BR Open Area (sq ft) * 2885.46 * Poem Loss (ft) * BR Open Vel (fl/s) * 7.10 * C & E Loss (ft) * Coef of Q " * Shear Total (lb/sq ft) * 0.61 * 0.66 " * Br Sal Method # Momentum " Power Total (lb/ft s) * 4.33 * 4.58 ###f4f}}ii##3#ii###ttt#i##}#itt#t t#itf{i#}##Y#####f#i}{#4133}#ttt#ft#######i}Silk#3#tfit#i#it Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 42809 I_ INPUT Description: CROSS SECTION 42809 - D/S I-70 ACCESS RAMP Station Elevation Data num= 59 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 1 kkk4FYk###YY##FYYkYt#tttkf#F#t###ti#kF4YY*tYY#kkikf#Yk##Y#Sf#4F##*kYtfii4i#YtYt# 0 5330 6.428 5329.88 9.32 5328 10.72 5327.43 15.344 5326.36 15.988 5325.7 37.3 5318.56 72.535 5313.35 75.399 5312 100.247 5303.22 101.83 5302.41 108.605 5300 114.933 5302.58 115.442 5298 118.469 5296.76 138.487 5295.74 170.724 5288.73 173.4115287.91 191.774 5288.44 193.351 5287.66 205.775 5281.8 248.011 5281.8 266.926 5289.89 292.636 5290.74 301.312 5290.02 302.719 5290.62 315.002 5293.31 316.367 5293.82 316.784 5294.42 317.463 5296 318.382 5297.83 319.718 5300 319.86 5300.91 334.85 5305.13 335.826 5305.69 338.259 5306.44 374.13 5305.82 419.774 5305.77 442.309 5306.46 468.882 5306.71 483329 5306.66 485.634 5306.96 491.128 5306.86 495.166 5307.06 498.206 5307.62 560.318 5308.75 561295 5309.22 637.832 5311.18 792.836 5319.28 795.644 5320 874.479 5324.05 887.15 5323.62 890.325 5323.96 899.284 5325.78 929.478 5325.95 940.049 5327.5 996.257 5328.83 1000.33 5329.97 1118.473 5334 Manoing's n Values nurtt= 3 Sm a Val Sm n Val Sta n Val 0 .045 170.724 .03 266.926 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 170.724 266.926 71.23 51.32 11.49 .3 .5 Ineffective Flow num= 2 Sm L Sta R Elev Permanent 0 92.63 5314 F 321.031 118.473 5304 F Skew Angle = 45 CROSS SECTION OUTPUT Profile #100-YEAR kkiiittt##i;;;YtttttkYiii;i#1111#Ykk#Y#Y;YtttY#Yk;#;#3tt#t####;;StYt#tfYii#iiiiYttt#k##k;iYtttt * E.G. Elev (ft) * 5300.53 *Element " left OB * Channel *Right OB* * Vel Head (ft) * 0.91 * Wt. n-VaL * 0.045 * 0.030 * 0.045 * W.S. Elev (ft) * 5299.62 * Reach Len. (ft) * 71.23 * 51.32 ` 11.49 * Crit W.S. (ft) * 5293.66 * Flow Area (sq ft) ` 312.62 * 1457.27 * 443.69 * E.G. Slope (ft(ft) *0.000775 * Area (sq ft) * 312.62 * 1457.27 * 443.69 . * Q Total (cm) *14520.00 * Flow (cm) * 883.87 *12026.91 * 1609.21 * Top Width (ft) * 20422 *Top Width (ft) ` 55.46 * 96.20 * 52.56 * Vel Total (tt/s) * 6.56 * Avg. Vel. (ft/s) * 2.83 * 8.25 * 3.63 * Max Chi Dpth (ft) * 17.82 * Hydr. Depth (ft) * 5.64 * 15.15 * 8.44 * Conv. Total (cm) *521692.6 * Coav. (cm) * 31757.0 *432117.9 * 57817.8 * Length Wtd. (ft) * 47.18 * Wetted Per. (ft) * 57.94 * 99.48 56.59 * Min Ch El (ft) * 5281.80 * Shear (lb/sq ft) * 0.26 * 0.71 * 038 - * Alpha * 1.36 * Stream Power (lb/ft s) * 0.74 * 5.85 * 1.38 * Frcm Loss (ft) * 0.04 * Cum Volume (acre-ft) * 24.98 * 44.09 * 41.26 ` * C & E Loss (ft) * 0.02 * Cum SA (acres) * 4.93 * 3.40 * 1128 ` !!#kiikYti}#tiiiY#Ytkkkk;fiitiirt#k{##tk#ik}}if{;iiYk#t}rtfi;{#iti#ik}#{;t#Y#it###;kiYYYi}}F####Yf i SUMMARY OF MANNINGIS N VALUES River.CLEAR CREEK iik###k#Yi##!i##k##ittiikF#l;YiiYrt#}#!##Yiii!#k#f#SiYiii##fi#Y#Y#k###{flit}i# * Reach ` River Sta * at * n2 * a3 kit##i##iiitii#;#####tilt;;fiiiti}kk#i;liYii#tlfkiiittt##;4Y#Y#Yik###i#Yi## *ABOVE SHERIDAN * 43955 * .045* .03* .06 *ABOVE SHERIDAN * 43594 * .045* .03* .06 * *ABOVE SHERIDAN * 43214 * .045* .04* .06 * *ABOVE SHERIDAN * 42942 * .045* .03* .045 * *ABOVE SHERIDAN * 42891 *Bridge * *ABOVE SHERIDAN * 42809 * .045* .03* .045 kkrt}!#####kit#tY####k;Yiik!##{;#iikk#{###;ikiifkR#{fi#itki}k#;;ittkkk*##fi#iY ###i##k###ik##t###fi#R###4#ffi####i#####k##t###i####i######t###ktY##fi#iiii###i# SUMMARY OF REACH LENGTHS River: CLEAR CREEK ii#k##k#fiY#iiR###RRiii#kttt#F{fii#i##R#4iR####irtRR*#i###iiiiR}## * Reach * River Sm. « left * Channel * Right i}#k####k######f#iff#####iR##ff###t##R####ff##i##Yi##R#i#kt#i###f *ABOVE SHERIDAN * 43955 * 347.16* 360.32* 366.5 *ABOVE SHERIDAN * 43594 * 364AP 380.8 * 400.24* *ABOVE SHERIDAN * 43214 * 188.82* 271.23* 375.91* *ABOVE SHERIDAN * 42942 * 159.1* 13331* 129.01* *ABOVE SHERIDAN * 42891 *Bridge * * « *ABOVE SHERIDAN * 42809 * 71.23 * 51.324 11.49 tttRRi#i##kktttttt#RRttY#tttititR#tt#t#ttti#tttktk#tt#it*###tkktt ##YYttt#####f#fikY##ttt#Y#t##S#YYY#t#kY#Y##St#####k########*###k##f#iit#R#Y##k{f SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: CLEAR CREEK j ii#iiRi##xxxtkkiti#x###xtxkYtki#Y#k######xki#3{x##{xkx# * Reach # River SM* Contr. * Expaa * #k##tt#t#k####t###k###k###tkk############ktRRR#######t# *ABOVE SHERIDAN * 43955 * .1 * .3 *ABOVE SHERIDAN * 43594 * .1 * .3 *ABOVE SHERIDAN * 43214 * .3 * .5 *ABOVE SHERIDAN * 42942 * .3 * .5 *ABOVE SHERIDAN * 42891 *Bridge *ABOVE SHERIDAN * 42809 * .3 * .5 kii###sRxs{xskxiikiiRk##{sksxxski#ii#:i##xxx#kiiki##Rxx H RAS PIa0:SWISS VALLEY RW ar,CLEARCRE 39 ReacK A BOVE Sram u6N Y19.: 10U1w1 Re9N RN. SYa PmBe GTotm Mims W,S.E p W.S. E.G.EIav E.G.Sbpa Vd Fbw Area TOPWM Freu444CN aa) M 0 m /9) (AM (ft) fl M ABOVE 6ME30DAN 49863 100.YEAR 1459.0 597.0 . 5305.92 5308.w 5312.83 0.005013 48A0 1164.61 149,51 090 ABOVE SHERIpAN 44162 100.YEAR 1459.0 5 .W 530898 5306.98 531182 0.09519 1933 19029 15851 0.58 AF)OVE 4ilERiOAN 43 955 100.YEAR 1459110 529081 5303.18 5303.19 530721 6004893 1840 191,81 167.51 0.0 ABOVE SHERIDAN 43594 IMYEAR 1452080 528159 538155 530422 60035n 1726 1519.54 17722 0.81 ABOVESHERIDPN 43214 100.YEPR 1459.0 M 5299.8.9 530275 0905866 16.41 1290.35 165.94 0.78 ABOVE eHEPoDAN 42912 100.YEAR 11528.0 . 481.9 5300.35 5293.22 5301.W 0.000804 5.84 21960 32.9.90 0.35 ABOVE StERWAN 42891 Sd499 AEOVESHERIpMI 4909 100.YEM 1459.0 591.80 499.62 629386 530.53 0.000775 825 221358 9422 0.37 V•Reed~.~ .RFrer8te PreRa EG.EI W.S.Ew WH094 F10NL C&EUM QLMI QCIa00a1 Qpw T69WNN (ft) (5) (0) M M (cn) (413) (as) M ABOVE SHERIOAN 49883 tW-YEAR 5312.83 530892 3.91 1.13 0.04 351828 9922.84 1019.08 149.51 ABOVE SHERIDMI 44452 tObYEAR 6311.02 530.98 4.04 2.55 O.W 1.98 9356.98 5158.0 158.51 ABOVE SHERIDAN 43955 100.YEAR 538127 530119 4.00 141 693 23028 1082.42 3397.28 161.51 ABOVE SHERIDAN 43594 1W-YEAR 530422 5301.65 2.64 1.84 0.05 3974.12 718223 3383.85 1n.22 ASOVESHERIDAN 43214 10•YEAR 53015 5299.85 2.89 0,98 0.05 48301,8 8159.73 1728_9 18584 ABOVE SHERIDAN 42942 106YEAR 6301,33 WW.35 0.98 748,49 1101.81 18D9.70 3210 ABOVESHERIDAN 42891 84499 ABOVE SHERIOAN 4280 100.YEAR 530.53 499.62 0.91 0.04 0.02 683.87 1926.01 1609.21 204.22 HEC-RAS Version 4.0.0 March 2008 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California X X XXXXXX X XXX XXXX XX XXXX X X X X X X X X X X X XX X x x X X X XX }GYXXX XXXX X X XX XXXX XXXXXX XXXX X X X X X X X X X X XX X X X X X X X X X X)DOM X XXX X X X X XXXXX PROJECT DATA Project Title: SWISS VALLEY EXISTING Project File : SWISSVALLEYEXISTI.prj Run Date and Time: 9/2/2009 1:02:29 PM Project in English units Project Description: SWISS VALLEY EXISTING SWISS VALLEY EXISTING PREPARED BY: HVS ENGINEERING INC., September 2009 PREPARED FOR: Swiss Valley, Inc. #k##k###k#*k*#################x##x##*####k#k*#*######a*xxx#*xxx**##*######x##xx# PLAN DATA Plan Title: SWISS VALLEY EXISTING Plan File : C:\HVS\Tectonic\BEC-RAS\SWISSVALLEYEXISTLpO3 Geometry Title: SWISS VALLEY EXISTING Geometry File : C:\HVS\Tectonic\MC-RAS\SWISSVALLEYEXISTI.g0I Flow Title : SWISS VALLEY Flow File :C:\HVS\Tectonic\IIEC-RAS\SWISSVALLEYEXISTI.itll Plan Summary Information: Number of. Cross Sections = 50 Multiple Openings = 0 Culverts = 0 Inline Structures = 0 Bridges = 9 Lateral Structures = I Computational Information Water surface calculation tolerance = 0.01 Critical depth calculation tolerance= 0.01 Maximum number of iterations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow FLOW DATA Flow Title: SWISS VALLEY Flow File : C:\HVS\Tectonic\14EC-RAS\SWISSVALLEYEXISTI.f01 Flow Data (cfs) * River Reach RS * 100-YEAR * CLEAR CREEK ABOVE SHERIDAN 53539 * 14520 Boundary Conditions * River Reach profile * Upstream Downstream * CLEAR CREEK ABOVE SHERIDAN 100-YEAR * Known WS = 526338 GEOMETRY DATA Geometry Title: SWISS VALLEY EXISTING Geometry File : C:\HVS\TectonicMC-RAS\SWISSVALLEYEXISTI.g01 CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 43955 INPUT Description: CROSS SECTION 43955 Station Elevation Data num= 40 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 05319.89 4.68 5319.92 10.2 5319 26.4 5314.17 37.85 5310 40.69 5309.38 61.41 5302 64.06 5301.42 66.51 5300.57 71.02 5301.16 72.25 5300.54 72.38 5301.33 72.78 5299.19 73.27 5296 73.34 5294 73.38 5292.8 73.39 5291.71 75.91 5291.22 124.74 5290.97 125.63 5291.78 127.36 5293.88 129A55295.12 178.01 5294.82 190.85 5299.35 194.56 5300 197.18 5299.26 210.46 5301.42 217.9 5301.81 246.2 5306.9 248.46 5308 251.62 5310 255.61 5312 258.33 5314 282.98 5328.14 335.06 5356 338.08 5358 356.18 5367.86 386.33 5370.38 430.1 5371.15 493.77 5370.99 Maonines n Values num= Sta n Val Sta n Val Sta n Val 0 .045 75.91 .03 124.74 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 75.91 124.74 347.16 360.32 366.5 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR * E.G. Elev (ft) * 5307.27 *Element * Left OB * Channel * Right OB * Vel Head (ft) * 4.08 * Wt. n-Val. * 0.045 * 0.030 * 0.060 * * W.S. Elev (ft) * 5303.19 * Reach Len. (ft) * 347.16 * 360.32 * 366.50 * Crit W.S. (ft) * 5303.19 * Flow Area (sq ft) * 59.50 * 590.63 * 601.48 * E.G. Slope (ft/ft) *0.004993 * Area (sq ft) * 59.50 * 590.63 * 601.48 * Q Total (cfs) *14520.00 * Flow (cfs) * 230.29 *10892.42 * 3397.29 * Top Width (ft) * 167.51 *Top Width (ft) * 17.84 * 48.83 * 100.84 * Vel Total (ft/s) * 11.60 *Avg. Vel. (ft/s) * 3.87 * 1844 * 5.65 * * Max Chi Dpth (ft) * 12.22 * Hydr. Depth (ft) * 3.33 * 12.10 * 5.96 * Conv. Total (cfs) *205487.0 * Conv. (cfs) * 3259.1 *154149.5 *48078.5 * Length Wtd.(ft) * 360.23 *Wetted Per. (ft) * 27.85 * 48.83 * 103.73 * Min Ch El (ft) * 5290.97 * Shear (1b/sq ft) * 0.67 * 3.77 * 1.81 * * Alpha * 1.95 * Stream Power (lb/ft s) * 2.58 * 69.53 * 10.21 * * Fran Loss (ft) * 1.57 *Cum Volume (acre-ft) * 35.82 * 63.26 * 63.86 * C & E Loss (ft) * 0.35 * Cum SA (acres) * 6.71 * 4.72 * 16.57 Fk#kFx###Fk***k####YYY#Y#Y##k#*##FFF###x#*k*###FY#####*####Y####*#*#x#Y#k#xx##*#Y#*############ Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 43594 INPUT Description: CROSS SECTION 43594 Station Elevation Data mum= 48 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev #k#######FY###Y##xk##k##FF#####R#######FF#####k###Yx################F########### 0 5320 58.15 5302.41 66.44 5301.62 103.72 5301.62 121.59 5300.49 122.65 5299.83 126.2 5298.6 127.48 5298 138.32 5292.22 140.28 5290.81 145.48 5290 148.3 5289.16 155.5 5289.28 173.53 5287.65 203.13 5287.39 203.54 5288 207.37 5290.37 209.32 5292 210.15 5292.52 229.58 5293.93 257.14 5292 260.07 5292.6 261.56 5294 266.91 5295.41 282.55 5302 289.85 5304 335.92 5306.68 368.24 5306.04 371.65 5310 373.18 5311.93 376.82 5316 379.57 5320 381.52 5322 384.44 5326 386.25 5328 387.69 5330 389.06 5331.69 391.13 5334 392.56 5336 410.27 5357.82 421.38 5369.24 428.92 5369.68 438.25 5369.3 446.54 5366.89 477.98 5368.52 498.48 5368 500.57 5367.22 563.58 5366.38 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val #**x#x##x##*xz*##x#x*##x#xxx*x#*##x#z*x**xxx***# 0 .045 173.53 .03 203.13 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan 173.53 203.13 364.86 380.8 400.24 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR ##*x#*x*####s#****xz#xx#*xx*****z#*xxx*x***z*#*##***#****####x*##x#x**z*zxx#xxx###**zz*#*#xxx## * E.G. Elev (ft) * 5304.70 *Element * Left OB * Channel * Right OB * Vel Head (ft) * 2.91 *Wt. ii-Val. * 0.045 * 0.030 * 0.060 * * W.S. Elev (ft) * 5301.79 * Reach Len. (ft) * 364.86 * 380.80 * 400.24 * Crit W.S. (ft) * * Flow Area (sq ft) * 551.79 * 422.36 * 618.86 * * E.G. Slope (ft/ft) *0.003834 *Area (sq ft) * 551.79 * 422.36 * 618.86 * * Q Total (cfs) * 14520.00 * Flow (cfs) * 3274.29 * 7619.99 * 3625.73 * Top Width (ft) * 217.38 *Top Width (ft) * 108.86 * 29.60 * 78.92 * * Vel Total (ft/s) * 9.11 *Avg. Vel. (ft/s) * 5.93 * 18.04 * 5.86 * * Max Chi Dpth (ft) * 14.40 * Hydr. Depth (ft) * 5.07 * 14.27 * 7.84 * Conv. Total(cfs) *234508.4 * Conv.(cfs) * 52882.1 *123068.2 * 58558.1 * Length Wtd. (ft) * 380.15 *Wetted Per. (ft) * 111.59 * 29.60 * 82.86 * Min Ch El (ft) * 5287.39 * Shear (lb/sq ft) * 1.18 * 3.41 * 1.79 * * Alpha * 2.25 * Stream Power (1b/ft s) * 7.02 * 61.61 * 10.47 * * Frem Loss (ft) * 1.67 *Cum Volume (acre-ft) * 33.38 * 59.07 * 58.72 * C & E Loss (ft) * 0.10 *Cum SA (acres) * 6.20 * 4.40 * 15.81 ##x#####*#zx**##x *zxx*####**#**xxxx#####xx*xxxxx*#***#x*#*#***#zx#xx##**x#*##xx####**####x#xx## Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross sectiom This may indicate the need for additional cross sections. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 43214 INPUT Description: CROSS SECTION 43214 Station Elevation Data num= 32 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev **#*xxxx*##**#*x#xx#*#**#xx##xx*#x**x##x##***z*x#xxx##***xx###*#xxxx#*z*xxxxxxx# 0 5320 29.5 5312.11 59.94 5302.38 82.31 5300.96 100.44 5298.24 11189 5292.19 114.92 5291.67 117.9 5289.87 142.26 5286 147.29 5286 183.17 5286 184.15 5286 193.33 5290 209.42 5296 222.93 5296.29 238.29 5298.86 248.03 5299.22 252.85 5300.23 254.55 5300.77 306.42 5299.78 343.21 5304 347.41 5305.25 397.57 5332.95 427.83 5346 431.75 5348 440.45 5350 462.14 5353 483.34 5357.85 489.54 5360 517.4 5362 531.76 5362.78 651.55 5363.57 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .045 147.29 .04 183.17 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 147.29 183.17 188.82 271.23 375.91 .3 .5 CROSS SECTION OUTPUT Profile # 100-YEAR * E.G. Elev (ft) * 5302.93 * Element * Left OB * Channel * Right OB * Vel Head (ft) * 2.58 * Wt. n-Val. * 0.045 * 0.040 * 0.060 * * W.S. Elev (ft) * 5300.35 * Reach Len. (ft) * 188.82 * 271.23 * 375.91 * Crit W.S. (ft) * * Flow Area (sq ft) * 495.74 * 514.88 * 370.87 * * E.G. Slope (ft/ft) *0.005080 *Area (sq ft) * 495.74 * 514.88 * 370.87 * * Q Total (cfs) *14520.00 *Flow (cfs) * 4601.23 * 8050.56 * 1868.22 * Top Width (ft) * 201.70 *Top Width (ft) * 60.91 * 35.88 * 104.90 * * Vel Total (ft/s) * 10.51 *Avg. Vel. (ft/s) * 9.28 * 15.64 * 5.04 * * Max Chl Dpth (ft) * 14.35 * Hydr. Depth (ft ) * 8.14 * 14.35 * 3.54 * Conv. Total (cfs) *203713.5 * Conv.(cfs) * 64554.6 *112948.1 * 26210.8 * Length Wtd. (ft) * 260.52 *Wetted Per. (ft) * 63.30 * 35.88 * 107.20 * Min Ch El (ft) * 5286.00 * Shear (lb/sq ft) * 2.48 * 4.55 * 1.10 * * Alpha * 1.50 * Stream Power (lb/ft s) * 23.05 * 71.16 * 5.53 * * Frew Loss (ft) * 0.74 * Cum Volume (acre-ft) * 29.00 * 54.97 * 54.18 * C & E Loss (ft) * 0.71 * Cum SA (acres) * 5.49 * 4.11 * 14.97 Warning: Divided flow computed for this cross-section. Warning: The velocity head has changed by more than 0.5 It (0.15 m). This may indicate the need for additional cross sections. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 43022 INPUT Description: CROSS SECTION 43022 Station Elevation Data num= 50 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5320 12.99 5318 25.115 5316 37.239 5314 47.631 5312 58.024 5310 66.684 5308 74.478 5306 83.138 5304 90.067 5302 105.655 5300119.512 5298124.708 5296129.904 5294134.234 5292 139.43 5290 176.669 5288 180.999 5286 213.908 5283 241.621 5286 245.951 5288 250.281 5290 255.477 5292 265.004 5294 294.449 5296 306.573 5298 307.439 5298 333.42 5296 364.597 5296 382.783 5297.7 398.372 5297.7 408.764 5298 517.017 5297 522.49 5296.8 528.276 5297 545.596 5297 618.342 5297.6 645.189 5297.4 660.777 5297.9 685.892 5297.6 691.954 5298 695.418 5298.3 705.811 5298.1 713.605 5298.6 729.193 5298.3 744.782 5299 753.442 5299.4 764.7 5300 771.629 5300.5 777.691 5300.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .045 180.999 .04 241.621 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 180.999 241.621 81 80 87 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 52 5314 F 297 777.691 5304 F Skew Angle = 30 CROSS SECTION OUTPUT Profile #100-YEAR ****########xx#xY#z#Y###*######*#########Yx###*#*#*##x###x##Y#*#********#**#xxx#YxxYx#x*#x***** * E.G. Elev (ft) * 5301.47 *Element * Left OB * Channel * Right OB * Vel Head (ft) * 1.16 *Wt. n-Val. * 0.045 * 0.040 * 0.060 * * W.S. Elev (ft) * 5300.32 * Reach Len. (ft) * 81.00 * 80.00 * 87.00 * Crit W.S. (ft) * 5295.21 * Flow Area (sq ft) * 622.80 * 958.94 * 391.90 * E.G. Slope (ft/ft) *0.001828 * Area(sgft) * 622.80 * 958.94 * 1709.05 * Q Total (cfs) *14520.00 *Flow (cfs) * 3452.64 * 9565.95 * 1501.41 * Top Width (ft) * 665.94 *Top Width (ft) * 77.83 * 60.62 * 527.49 * Vel Total (ft/s) * 7.36 *Avg. Vel. (ft/s) * 5.54 * 9.98 * 3.83 * * Max Chl Dpth (ft) * 17.32 * Hydr. Depth (ft) * 8.00 * 15.82 * 7.08 * Conv. Total (cfs) *339613.4 * Conv. (cfs) * 80755.0 *223741.4 * 35117.0 * Length Wtd. (ft) * 80.94 *Wetted Per. (ft) * 80.04 * 60.92 * 56.94 * Min Ch El (ft) * 5283.00 * Shear (lb/sq ft) * 0.89 * 1.80 * 0.79 * Alpha * 1.37 * Stream Power (16/ft s) * 4.92 * 17.92 * 3.01 * Frctn Loss (ft) * 0.09 * Cum Volume (acre-ft) * 26.57 * 50.38 * 45.20 * C & E Loss (ft) * 0.05 *Cum SA (acres) * 5.19 * 3.81 * 12.24 ##xx########x###xx#x#YY#x*#####*####YYxx##*#################xx#############Y## Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 42942 INPUT Description: CROSS SECTION 42942 - U/S 1-70 ACCESS RAMP Station Elevation Data num= 50 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5320 63.873 5311.16 77.478 5308 113.943 5297.75 126.452 5297.06 138.989 5291.3 151.894 5288.33 184.237 5288.92 194.412 5281.8 240.402 5281.8 257.118 5293.22 303.716 5296 322.094 5296.63 344.693 5299.16 377.369 5301.96 394.53 5302.95 437.572 5301.94 456.197 5300.61 465.722 5299.24 479.496 5298.76 490.654 5299.76 514.314 5299.79 646.289 5304.42 651.797 5305.1 678.526 5306 692.484 5307.93 708.648 5308.22 734.613 5310 737.894 5311.05 755.148 5311.98 760.147 5313.61 771.934 5313.6 817.818 5317.97 820.3 5320.38 838.975 5319.65 848.231 5321.69 862.288 5321.94 868.709 5323.19 892.998 5324.47 939.943 5324.44 945.628 5326 977.709 532629 979.435 5327.531014.0415327.991015.504 5329.43 1052.422 5329.761053.822 5331.081102.733 5332.171106.558 5332.841148.674 5334 Mannings n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .045 151.894 .03 240.402 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 151.894 240.402 159.1 133.31 129AI .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 65.76 5314 F 321.031148.674 5304 F Skew Angle = 45 CROSS SECTION OUTPUT Profile #100-YEAR * E.G. Elev (ft) * 5301.33 *Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.98 * Wt. n-Val. * 0.045 * 0.030 * 0.045 * * W.S. Elev (ft) * 5300.35 * Reach Len. (ft) * 51.00 * 51.00 * 51.00 *-Crit W.S. (ft) * 5293.22 * Flow Area (sq ft) * 261.99 * 1384.53 * 551.97 * * E.G. Slope (ft/ft) *0.000804 *Area (sq ft) * 261.99 * 1384.53 * 672.39 * Q Total (cfs) *14520.00 *Flow (cfs) * 748.49 *11961.81 * 1809.70 * Top Width (ft) * 325.96 *Top Width (ft) * 47.19 * 88.51 * 190.27 * Vel Total (ft/s) * 6.60 * Avg. Vel. (fUs) * 2.86 * 8.64 * 3.28 * * Max Chl Dpth (ft) * 18.55 * Hydr. Depth (ft) * 5.55 * 15.64 * 6.85 * Conv. Total (cfs) *512029A * Conv.(cfs) * 26394.6 *421818.1 * 63816.7 * Length Wtd. (ft) * 51.00 * Wetted Per. (ft) * 49.16 * 90.76 * 84.25 * Min Ch El (ft) * 5281.80 *Shear (lb/sq ft) * 0.27 * 0.77 * 0.33 * Alpha * 1.45 * Stream Power (lb/ft s) * 0.76 * 6.62 * 1.08 * Fran Loss (ft) * * Cum Volume (acre-ft) * 25.75 * 48.23 * 42.83 * C & E Loss (ft) * * Cum SA (acres) * 5.07 * 3.67 * 11.52 Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. BRIDGE RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 42891 INPUT Description: I-70 (EASTBOUND) ACCESS RAMP Distance from Upstream XS = 51 Deck/Roadway Width = 74 Weir Coefficient = 2.6 Bridge Deck/Roadway Skew = 45 Upstream Deck/Roadway Coordinates num= 7 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 35.355 5314 65.761 5314 65.761 5316.5 5309.4 321.026 5306.5 5299.4 321.026 5304 514.067 5306 840.043 5320 Upstream Bridge Cross Section Data Station Elevation Data num= 50 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5320 63.873 5311.16 77.478 5308 113.943 5297.75 126.452 5297.06 138.989 5291.3 151.894 5288.33 184.237 5288.92 194.412 5281.8 240.402 5281.8 257.118 5293.22 303.716 5296 322.094 5296.63 344.693 5299.16 377.369 5301.96 394.53 5302.95 437.572 5301.94 456.197 5300.61465.722 5299.24 479.496 5298.76 490.654 5299.76 514.314 5299.79 646.289 5304.42 651.797 5305.1678.526 5306 692.484 5307.93 708.648 5308.22 734.613 5310 737.894 5311.05 755.148 5311.98 I 760.147 5313.61 771.934 5313.6 817.818 5317.97 820.3 5320.38 838.975 5319.65 848.2315321.69 862.288 5321.94 868.709 5323.19 892.998 5324.47 939.943 5324.44 . 945.628 5326 977.709 5326.29 979.435 5327.531014.0415327.991015.504 5329.43 1052.422 5329.761053.822 5331.081102.733 5332.171106.558 5332.841148.674 5334 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .045 151.894 .03 240.402 .045 Bank Sta: Left Right Coeff Contr. Expan. 151.894 240.402 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 65.76 5314 F 321.031148.674 5304 F Skew Angle = 45 Downstream Deck/Roadway Coordinates num= 7 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord 35.355 5314 67.175 5314 92.631 5314 92.631 5316.5 5309.4 321.026 5306.5 5299.4 321.026 5304 426,385 5306 Downstream Bridge Cross Section Data Station Elevation Data num= 59 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5330 6.428 5329.88 9.32 5328 10.72 5327.43 15.344 5326.36 15.988 5325.7 37.3 5318.56 72.535 5313.35 75.399 5312 100.247 5303.22 101.83 5302.41 108.605 5300 114.933 5302.58 115.442 5298 118.469 5296.76 138.487 5295.74 170.724 5288.73 173.411 5287.91 191.774 5288.44 193.351 5287.66 205.775 5281.8 248.011 5281.8 266.926 5289.89 292.636 5290.74 301.312 5290.02 302.719 5290.62 315.002 5293.31316.367 5293.82 316.784 5294.42 317.463 5296 318.382 5297.83 319.718 5300 319.86 5300.91 334.85 5305.13 335.826 5305.69 338.259 5306.44 374.13 5305.82 419.774 5305.77 442.309 5306.46 468.882 5306.71 483.329 5306.66 485.634 5306.96 491.128 5306.86 495.166 5307.06 498,206 5307.62 560.318 5308.75 563.295 5309.22 637.832 5311.18 792.836 5319.28 795.644 5320 874.479 5324.05 887.15 5323.62 890.325 5323.96 899.284 5325.78 929.478 5325.95 940.049 5327.5 996.257 5328.83 1000.33 5329.971118.473 5334 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .045 170.724 .03 266.926 .045 Bank Sta: Left Right Coeff Contr. Expan. 170.724 266.926 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 92.63 5314 F 321.031118.473 5304 F i i. Skew Angle = 45 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = 5304 Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Piers= 3 Pier Data Pier Station Upstream= 140.714 Downstream= 161.927 Upstream num= 2 Width Elev Width Elev Yx#Y*xxx**xx**xxx*Yxxx*Y*x*Y**#* 3.1 0 3.1 5307 Downstream num= 2 Width Elev Width Elev 3.1 0 3.1 5307 Pier Data Pier Station Upstream= 207.889 Downstream= 221.324 Upstream num= 2 Width Elev Width Elev *#xx#x***##xxxxx*##x*x***Yx**x## 3.1 0 3.1 5307 Downstream num= 2 Width Elev Width Elev 3.1 0 3.1 5307 Pier Data Pier Station Upstream= 260.215 Downstream= 267.286 Upstream num= 2 Width Elev Width Elev 3.1 0 3.1 5307 Downstream num= 2 Width Elev Width Elev 3.1 0 3.1 5307 Number of Bridge Coefficient Sets = I Low Flow Methods and Data Energy Momentum Cd = I Yarnell KVal = 1.05 Selected Low Flow Methods = Highest Energy Answer High Flow Method Pressure and Weir flow Submerged Inlet Cd = Submerged Net + Outlet Cd = .8 Max Low Cord = Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line BRIDGE OUTPUT Profile #100-YEAR * E.G. US. (ft) * 5301.33 * Element *Inside BR US *Inside BR DS * W.S. US. (ft) * 5300.35 * E.G. Elev (ft) * 5301.26 * 5300.54 * Q Total (cfs) * 14520.00 * W.S. Elev (ft) * 5300.17 * 5299.57 * Q Bridge(cfs) * 14520.00 * CritW.S.(ft) * 5294.10 * 5293.89 * Q Weir (cfs) * * Max Chi Dpth (ft) * 18.37 * 17.77 * Weir Sta Lft (ft) * * Vel Total (ft/s) * 7.10 * 6.95 * * Weir Sta Rgt (ft) * * Flow Area (sq ft) * 2046.28 * 2090.25 * Weir Submerg * * Froude # Chi * 0.29 * 0.29 * * Weir Max Depth (ft) * * Specif Force (cu ft) * 17271.41 * 17050.76 * Min El Weir Flow (ft) * 5304.01 * Hydr Depth (ft) * 10.96 * 10.86 * Min El Prs (ft) * 5309.13 * W.P. Total (ft) * 305.42 * 279.86 * Delta EG (ft) * 0.80 * Conv. Total (cfs) * 380303.7 * 386078.5 * Delta WS (ft) * 0.72 *Top Width (ft) * 186.73 * 192.49 * BR Open Area (sq ft) * 2885.46 * Frcm Loss (ft) * BR Open Vel (11/s) * 7.10 * C & E Loss (ft) * Coef of Q * * Shear Total (lb/sq ft) * 0.61 * 0.66 * Br Sel Method * Momentum * Power Total (lb/ft s) * 4.33 * 4.58 Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 42809 INPUT Description: CROSS SECTION 42809 - D/S 1-70 ACCESS RAMP Station Elevation Data num= 59 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5330 6.428 5329.88 9.32 5328 10.72 5327.43 15.344 5326.36 15.988 5325.7 37.3 5318.56 72.535 5313.35 75.399 5312 100.247 5303.22 101.83 5302.41 108.605 5300 114.933 5302.58 115.442 5298 118.469 5296.76 138.487 5295.74 170.724 5288.73 173.411 5287.91 191.774 5288.44 193.351 5287.66 205.775 5281.8 248.011 5281.8 266.926 5289.89 292.636 5290.74 301.312 5290.02 302.719 5290.62 315.002 5293.31 316.367 5293.82 316.784 5294.42 317.463 5296 318.382 5297.83 319.718 5300 319.86 5300.91 334.85 5305.13 335.826 5305.69 338.259 5306.44 374.13 5305.82 419.774 5305.77 442.309 5306.46 468.882 5306.71 483.329 5306.66 485.634 5306.96 491.128 5306.86 495.166 5307.06 498.206 5307.62 560,319 5308.75 563.295 5309.22 637.832 5311.18 792.836 5319.28 795.644 `5320 874.479 5324.05 887.15 5323.62 890.325 5323.96 899.284 5325.78 929.478 5325.95 940.049 5327.5 996,257 5328.83 1000.33 5329.971118.473 5334 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 6 .045 170.724 .03 266.926 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 170.724 266.926 71.23 51.32 11.49 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 92.63 5314 F 321.031118.473 5304 F I Skew Angle = 45 CROSS SECTION OUTPUT Profile #100-YEAR * E.G. Elev (ft) * 5300.53 *Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.91 *Wt. n-Val. * 0.045 * 0.030 * 0.045 * * W.S. Elev (ft) * 5299.62 * Reach Len. (ft) * 71.23 * 51.32 * 11.49 Crit W.S. (ft) * 5293.66 * Flow Area (sq ft) * 312.62 * 1457.27 * 443.69 * * E.G. Slope (ft/ft) *0.000775 * Area(sq ft) * 312.62 * 1457.27 * 443.69 * Q Total(cfs) *14520.00 * Flow(cfs) * 883.87 *12026.91 * 1609.21 * Top Width (ft) * 204.22 *Top Width (ft) * 55.46 * 96.20 * 52.56 * * Vel Total (ft/s) * 6.56 *Avg. Vel. (ft/s) * 2.83 * 8.25 * 3.63 * * Max Chl Dpth (ft) * 17.82 * Hydr. Depth (ft) * 5.64 * 15.15 * 8.44 * * Conv. Total (cfs) *521692.6 * Conv. (cfs) * 31757.0 *432117.9 * 57817.8 * Length Wtd.(ft) * 47.18 *Wetted Per. (ft) * 57.94 * 99.48 * 56.59 * Min Ch El (ft) * 5281.80 * Shear (lb/sq ft) * 0.26 * 0.71 * 0.38 * Alpha * 1.36 * Stream Power (lb/ft s) * 0.74 * 5.85 * 1.38 * Fran Loss (11) * 0.04 *Cum Volume (acre-ft) * 24.98 * 44.09 * 41.26 * C & E Loss (ft) * 0.02 *Cum SA (acres) * 4.93 * 3.40 * 11.28 SUMMARY OF MANNING'S N VALUES River:CLEAR CREEK * Reach * River Sta. * nl * n2 * n3 * n4 *ABOVE SHERIDAN * 44683 * .045* .03* .06* *ABOVESHERIDAN * 44462 * .045* .03* .06* *ABOVESHERIDAN * 43955 * .045* .03* .06* *ABOVE SHERIDAN * 43594 * .045* .03* .06* *ABOVE SHERIDAN * 43214 * .045* .04* .06* *ABOVE SHERIDAN * 43022 * .045* .04* .06* *ABOVE SHERIDAN * 42942 * .045* .03* .045* *ABOVE SHERIDAN * 42891 *Bridge * *ABOVE SHERIDAN * 42809 * .045* .03* .045* SUMMARY OF REACH LENGTHS River: CLEAR CREEK * Reach * River Sta. * Left * Channel * Right kki#2#YR#k#####RF##Y#Y##F##kkYY2kkY#YkY#Y# Sk#2kkYY 2#k#kkYYY###kYY *ABOVE SHERIDAN * 44683 * 174.98* 220.94* 250.28* *ABOVE SHERIDAN * 44462 * 516.63* 507.6* 497.7* *ABOVE SHERIDAN * 43955 * 347.16* 360.32* 366.5* *ABOVE SHERIDAN * 43594 * 364.86* 380.8* 400.24* *ABOVE SHERIDAN * 43214 * 188.82* 271.23* 375.91* *ABOVE SHERIDAN * 43022 * 81* 80* 87* *ABOVESHERIDAN * 42942 * 159.1* 133.31* 129.01* *ABOVE SHERIDAN * 42891 *Bridge *ABOVE SHERIDAN * 42809 * 71.23* 51.32* 11.49* ######RRRR##k#k##R###kk#kk#YkY##RY######R#R###################FkYY############## SUMMARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: CLEAR CREEK * Reach * River Sta. * Contr. * Expan. *ABOVE SHERIDAN * 44683 * .3* .5* *ABOVE SHERIDAN * 44462 * .1* .3* *ABOVE SHERIDAN * 43955 * .1* .3* *ABOVE SHERIDAN * 43594 * .1* .3* *ABOVE SHERIDAN * 43214 * .3* .5* *ABOVE SHERIDAN * 43022 * .1* .3* *ABOVE SHERIDAN * 42942 * .3* .5* *ABOVE SHERIDAN * 42891 *Bridge *ABOVE SHERIDAN * 42809 * .3* .5* __._ReeU. ~ pnOW6 OTdtl t mm W.S.E C18W5. EO. EG We FM TapW Bma sm k1s) W 85 m) (A) 449) Wo Pa91 98 ABOVESHBtIOAH 44651 106YEAR 1459m 628790 5308.92 6]08.92 531283 0.005099 1844 1160.61 14491 ABOVES10Bt10PN 44482 tma 1459.00 S29M1.00 680.88 530.88 5311.02 a0019 19M 19829 t68.9t ABOVE5183amAN 43955 t0aY 1459.00 5 0.v 5303.19 530&19 530]2] a004993 18M 1261.61 18].61 ABOVESHHOa411 48586 t00.YEAR 1d52a00 528].39 590119 5301.70 0.003834 16m 1593.02 21738 fl PB SHERID W 43214 10OYEM 14620.0 5286.0 630.35 530293 Om5080 t551 1381&8 91.]0 ABOVEBHERIDAN 49022 100.YEPR 1459.00 5283m b900.32 529521 Mitc 0.0189 SM 1873.84 665.96 ABOVESHB281AN 4202 100.YEAR f469.0p 691m 6900.35 69322 5301.83 aw000a 8.64 219890 39.98 , AWWMIR11OAN 42381 ABOVE91$iIDAN 4280 10-YEAR 1459m 591.80 528992 59856 5300bs 0.00]15 825 221359 20422 0.3] 1 i i I I 9N W.&B vW CBEt Q(ffi QCh9lacei Oft en TopN (N (0) (M (0) (mss) (c) (cis) (8) ERIOAN 44883 10aYEAR 631283 5308.92 391 1-13 096 35/828 992284 UAW 148.51 EMAN OPY 5311.@ 53098 4. 255 090 198 935898 5158.0 158.51 ERIOW 100-Y 53022T 530.19 4. 1.67 230.29 1082.42 338]29 16].51 ERIOAN ffM OVE HERI 43594 10aYF 5304.70 6301.]9 1 197 0.10 32]428 ]81998 Man 21].38 I ERIMN d3214 10-YEAR 5293 890.35 258 074 0.71 460123 800.88 186822 201.70 IERIQW 43022 tOUYEAR 5101.41 530.32 1.18 0.09 345284 995.95 1501.41 69594 , ERKM 4942 1OOYEAR 5301.33 6303.5 098 ]4&d9 1186161 e0.]0 HERI0AN 42881 HERIOAN 4280 100-YEAR 590.53 5298.62 0.91 0.04 11.02 851.87 1202&91 180921 204.221 HEC-RAS Version 4.0.0 March 2008 U.S. Army Corps of Engineers Hydrologic Engineering Center 609 Second Street Davis, California x X 3OtXXXX XXXX XXXX XX XXXX X x x X X X X x x X X x x X X X X X X )D OOLYX XXXX X XXX XXXX )DMXX )OM X x x X x x X X X X X X X X X X X X X X X )DOOM XXXX X X X X XXXXX *####xxxxxxx*****###*#*#########x*xx#x*x##**###xxxx**#**#s####x***#***x********* PROJECT DATA Project Title: SWISS VALLEY PROPOSED Project File : SWISSVALLEYPROPOS.prj Run Date and Time: 9/2/2009 1:38:51 PM Project in English units Project Description: SWISS VALLEY PROPOSED SWISS VALLEY EXISTING PREPARED BY: HVS ENGINEERING INC., September 2009 PREPARED FOR: Swiss Valley, LLC PLAN DATA Plan Title: SWISS VALLEY PROPOSED Plan File : C:\HVS\Tectonic\BEC-RAS\SWISSVALLEYPROPOS.pO4 Geometry Title: SWISS VALLEY PROPOSED Geometry File : C:\HVS\TectonicMC-RAS\SWISSVALLEYPROPOS.gO3 Flow Title : SWISS VALLEY Flow File : C:\HVS\Tectonic\BEC-RAS\SWISSVALLEYPROPOS.f01 Plan Summary Information: Number of. Cross Sections= 50 Multiple Openings = 0 Culverts = 0 Inline Structures= 0 Bridges = 9 Lateral Structures= I .I` Computational Information Water surface calculation tolerance = 0.01 Critical depth calculation tolerance = 0.01 Maximum number of iterations = 20 Maximum difference tolerance = 0.3 Flow tolerance factor = 0.001 Computation Options Critical depth computed only where necessary Conveyance Calculation Method: At breaks in n values only Friction Slope Method: Average Conveyance Computational Flow Regime: Subcritical Flow FLOW DATA Flow Title: SWISS VALLEY Flow File : C:\HVS\Tectonic\IIDC-RAS\SWISSVALLEYPROPOS.fbl Flow Data (cfs) * River Reach RS * 100-YEAR *CLEAR CREEK ABOVE SHERIDAN 53539 * 14520 Boundary Conditions * River Reach Profile * Upstream Downstream * CLEAR CREEK ABOVE SHERIDAN 100-YEAR * Known WS = 5263.38 GEOMETRY DATA Geometry Title: SWISS VALLEY PROPOSED Geometry File : C:\HVS\Tectonic\HEC-RAS\SWISSVALLEYPROPOS.gO3 CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 43955 INPUT Description: CROSS SECTION 43955 Station Elevation Data mum= 40 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 05319.89 4.68 5319.92 10.2 5319 26.4 5314.17 37.85 5310 40.69 5309.38 61.41 5302 64.06 5301.42 66.51 5300.57 71.02 5301.16 72.25 5300.54 72.38 5301.33 72.78 5299.19 73.27 5296 73.34 5294 73.38 5292.8 73.39 5291.71 75.91 5291.22 124.74 5290.97 125.63 5291.78 127.36 5293.88 129.45 5295.12 178.01 5294.82 190.85 5299.35 194.56 5300 197.18 5299.26 210.46 5301.42 217.9 5301.81 246.2 5306.9 248.46 5308 251.62 5310 255.61 5312 258.33 5314 282.98 5328.14 335.06 5356 338.08 5358 356.18 5367.86 386.33 5370.38 430.1 5371.15 493.77 5370.99 Manu es n Values nun= 3 Sta n Val Sta n Val Sta n Val 0 .045 75.91 .03 124.74 .06 Bank Sta: Left Right Lengths: Left Channel Right CoeffComr. Expan. 75.91 124.74 347.16 360.32 366.5 .1 .3 CROSS SECTION OUTPUT Profde #100-YEAR * E.G. Elev (ft) * 5307.27 *Element * Left OB * Channel * Right OB * Vel Head (ft) * 4.08 *Wt. n-Val. * 0.045 * 0.030 * 0.060 * * W.S. Elev (ft) * 5303.19 * Reach Len. (ft) * 347.16 * 360.32 * 366.50 s * Crit W.S. (ft) * 5303.19 * Flow Area (sq ft) * 59.50 * 590.63 * 601.48 * E.G. Slope (ft/ft) *0.004993 * Area (sq ft). * 59.50 * 590.63 * 601.48 * Q Total (cfs) * 14520.00 * Flow (cfs) * 230.29 *10892.42 * 3397.29 * Top Width (ft) * 167.51 * Top Width (ft) * 17.84 * 48.83 * 100.84 * Vel Total (ft/s) * 11.60 *Avg. Vel. (ft/s) * 3.87 * 18.44 * 5.65 * * Max Chi Dpth (ft) * 12.22 * Hydr. Depth (ft) * 3.33 * 12.10 * 5.96 * Conv. Total (cfs) *205487A * Conv. (cfs) * 3259.1 * 154149.5 * 48078.5 - - * Length Wtd. (ft) * 360.23 *Wetted Per. (ft) * 27.85 * 48.83 * 103.73 * Min Ch El (ft) * 5290.97 * Shear (1b/sq ft) * 0.67 * 3.77 * 1.81 * * Alpha * 1.95 * Stream Power (lb/ft s) * 2.58 * 69.53 * 10.21 * j * Fran Loss (ft) * 1.57 *Cum Volume (acre-ft) * 35.82 * 63.26 * 62.81 * C & E Loss (ft) * 0.35 *Cum SA (acres) * 6.71 * 4.72 * 16.20 Warning: The energy equation could not be balanced within the specified number of iterations. The program used critical depth for the water surface and continued on with the calculations. Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. Warning: During the standard step iterations, when the assumed water surface was set equal to critical depth, the calculated water surface came back below critical depth. This indicates that there is not a valid subcritical answer. The program defaulted to critical depth. CROSS SECTION RIVER CLEAR CREEK REACH: ABOVE SHERIDAN RS: 43594 INPUT Description: CROSS SECTION 43594 Station Elevation Data num= 48 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5320 58.15 5302.41 66.44 5301.62 103.72 5301.62 121.59 5300.49 122.65 5299.83 126.2 5298.6 127.48 5298 138.32 5292.22 140.28 5290.81 145.48 5290 148.3 5289.16 155.5 5289.28 173.53 5287.65 203.13 5287.39 203.54 5288 207.37 5290.37 209.32 5292 210.15 5292.52 229.58 5293.93 257.14 5292 260.07 5292.6 261.56 5294 266.91 5295.41 282.55 5302 289.85 5304 335.92 5306.68 368.24 5306.04 371.65 5310 373.18 5311.93 376.82 5316 379.57 5320 381.52 5322 384.44 5326 386.25 5328 387.69 5330 389.06 5331.69 391.13 5334 392.56 5336 410.27 5357.82 421.38 5369.24 428.92 5369.68 438.25 5369.3 446.54 5366.89 477.98 5368.52 498.48 5368 500.57 5367.22 563.58 5366.38 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ##k##x##xx#x#xx##xx##kxx#kxx###x*kxkxk#x#****#k# 0 .045 173.53 .03 203.13 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 173.53 203.13 364.86 380.8 400.24 .1 .3 CROSS SECTION OUTPUT Profile #100-YEAR ##xxxxxxxkxx#*#*##Y###*#####x#xxx#xxx#xxxxx##x#xxxxxxxxx#xxxxxx##xxxxxxx#xxkk*x##*Y########*#x# * E.G. Elev (ft) * 5304.70 * Element * Left OB * Channel * Right OB * Vel Head (ft) * 2.91 *Wt. n-Val. * 0.045 * 0.030 * 0.060 * * W.S.Elev(ft) *5301.79 * Reach Len. (ft) * 364.86 * 380.80 * 400.24 * Crit W.S. (ft) * * Flow Area (sq ft) * 551.79 * 422.36 * 618.86 * * E.G. Slope (ft/ft) *0.003834 * Area (sq ft) * 551.79 * 422.36 * 618.86 * * Q Total (cfs) * 14520.00 * Flow (cfs) * 3274.29 * 7619.99 * 3625.73 * Top Width (ft) * 217.38 *Top Width (ft) * 108.86 * 29.60 * 78.92 * * Vel Total (ft/s) * 9.11 * Avg. Vel. (ft/s) * 5.93 * 18.04 * 5.86 * * Max Chl Dpth (ft) * 14.40 * Hydr. Depth (ft) * 5.07 * 14.27 * 7.84 * Conv. Total (cfs) *234508.4 * Conv. (cfs) *52882.1 *123068.2 *58558.1 * Length Wtd. (ft) * 380.15 *Wetted Per. (ft) * 111.59 * 29.60 * 82.86 * Min Ch El (ft) * 5287.39 *Shear (lb/sq ft) * 1.18 * 3.41 * 1.79 * * Alpha * 2.25 * Stream Power (lb/ft s) * 7.02 * 61.61 * 10.47 * * Frcm Loss (ft) * 1.67 *Cum Volume (acre-ft) * 33.38 * 59.07 * 57.67 * C & E Loss (ft) * 0.10 *Cum SA (acres) * 6.20 * 4.40 * 15.44 * Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 43214 INPUT Description: CROSS SECTION 43214 Station Elevation Data num= 32 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ###k#k#####XY#######k#kkk##Y######x*x#xx##xxxx#xx#Yxk####k####k#k####k#####k#### 0 5320 29.5 5312.11 59.94 5302.38 82.31 5300.96 100.44 5298.24 113.89 5292.19 114.92 5291.67 117.9 5289.87 142.26 5286 147.29 5286 183.17 5286 184.15 5286 193.33 5290 209.42 5296 222.93 5296.29 238.29 5298.86 248.03 5299.22 252.85 5300.23 254.55 5300.77 306.42 5299.78 343.21 5304 347.41 5305.25 397.57 5332.95 427.83 5346 431.75 5348 440.45 5350 462.14 5353 483.34 5357.85 489.54 5360 517.4 5362 531.76 5362.78 651.55 5363.57 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .045 147.29 .04 183.17 .06 ii Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 147.29 183.17 188.82 271.23 375.91 .3 .5 i ' CROSS SECTION OUTPUT Profile #100-YEAR xxxx#xx###xx****# zxx**#x#xxxxxxxxxxaxx*x*xx*xx*xxxxx*x*xxxx*x*xxxxxxx#xxx*x*x#xx*x*#**xxxxxxx#x * E.G. Elev (ft) * 5302.93 *Element * Left OB * Channel * Right OB * Vel Head (ft) * 2.58 * Wt n-Val. * 0.045 * 0.040 * 0.060 * * W.S. Elev (ft) * 5300.35 * Reach Len. (ft) * 188.82 * 271.23 * 375.91 * Crit W.S.(ft) * * Flow Area(sq ft) * 495.74 * 514.88 * 370.87 * I`, * E.G. Slope (ft/ft) *0.005080 * Area(sq ft) * 495.74 * 514.88 * 370.87 * * Q Total (cfs) *14520.00 *Flow (cfs) * 4601.23 * 8050.56 * 1868.22 * Top Width (ft) * 201.70 *Top Width (ft) * 60.91 * 35.88 * 104.90 * * Vel Total (ft/s) * 10.51 * Avg. VeL (ft/s) * 9.28 * 15.64 * 5.04 * Max Chi Dpth (ft) * 14.35 * Hydr. Depth (ft) * 8.14 * 14.35 * 3.54 * Conv. Total (cfs) *203713.5 * Conv. (cfs) * 64554.6 * 112948.1 * 26210.8 * Length Wtd. (ft) * 260.52 * Wetted Per. (ft) * 63.30 * 35.88 * 107.20 p * Min Ch El (ft) * 5286.00 * Shear (lb/sq ft) * 2.48 * 4.55 * 1.10 * * Alpha * 1.50 *Stream Power (lb/ft s) * 23.05 * 71.16 * 5.53 * * Frctn Loss (ft) * 0.74 * Cum Volume (acre-ft) * 29.00 * 54.97 * 53.13 * C & E Loss (ft) * 0.71 * Cum SA (acres) * 5.49 * 4.11 * 14.60 xx#xxxx##xxzxxxxx xx#xx***#x###x*******sxxxx*xxxxxxxxxxxxxxx#xx#x#x**#x**x#*xxxxzxxxx####*###*x# Warning: Divided flow computed for this cross-section. Warning: The velocity head has changed by more than 0.5 ft (0.15 m). This may indicate the need for additional cross sections. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Warning: The energy loss was greater than 1.0 ft (0.3 m). between the current and previous cross section. This may indicate the need for additional cross sections. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 43022 INPUT Description: CROSS SECTION 43022 Station Elevation Data num= 52 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev xxx#xxx*#**x#x#*xxxx*xx*##xxxx#*x*#xxx#xxxx##x##xx#x####*#x#z*x#*#*#***#xxxxxxx# 0 5320 12.99 5318 25.115 5316 37.239 5314 47.631 5312 58.024 5310 66.684 5308 74.478 5306 83.138 5304 90.067 5302 105.655 5300119.512 5298124.708 5296129.904 5294134.234 5292 139.43 5290 176.669 5288 180.999 5286 213.908 5283 241.621 5286 245.951 5288 250.281 5290 255.477 5292 265.004 5294 294.449 5296 306.573 5298 307.439 5298 333.42 5296 364.597 5296 382.783 5297.7 398.372 5297.7 408.764 5298 517.017 5297 522.49 5296.88 528.276 5297 545.596 5297 618.342 5297.6 625.27 5298 648.653 5299 652.983 5300 656.447 5301 666.84 5302 717.935 5302 723.131 5301 723.997 5300.9 724.084 5298.4 729.193 5298.3 744.782 5299 753.442 5299.4 764.7 5300 771.629 5300.5 777.691 5300.9 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val ##########xx###########xx###xx###xx#xxx##xx##### 0 .045 180.999 .04 241.621 .06 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 180.999 241.621 81 80 87 .1 .3 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 52 5314 F 297 777.691 5304 F Skew Angle = 30 CROSS SECTION OUTPUT Profile #100-YEAR x*#*x##x###*##### xz#**###**##*s##x#*#**#x*R*#**x***##**#zsx#**#x###x*##xxxx**##*##x#xx#***#*z#* * E.G. Elev (ft) * 5301.47 *Element * Left OB * Channel * Right OB * * Vel Head (ft) * 1.16 *Wt. a-Val. * 0.045 * 0.040 * 0.060 * * W.S. Elev (ft) * 5300.32 * Reach Len. (ft) * 81.00 * 80.00 * 87.00 * Crit W.S. (ft) * 5295.21 * Flow Area (sq ft) * 622.80 * 958.94 * 391.90 * * E.G. Slope (ft/ft) *0.001828 * Area (sq ft) * 622.80 * 958.94 * 1511.38 * Q Total (cfs) *14520.00 *Flow (cfs) * 3452.64 * 9565.95 * 1501.41 * Top Width (ft) * 596.01 *Top Width (ft) * 77.83 * 60.62 * 457.56 * Vel Total (ft/s) * 7.36 *Avg. Vel. (ft/s) * 5.54 * 9.98 * 3.83 * * Max Chi Dpth (ft) * 17.32 * Hydr. Depth (ft) * 8.00 * 15.82 * 7.08 * Conv. Total (cfs) *339613.4 * Conv. (cfs) * 80755.0 *223741A * 35117.0 * Length Wtd.(ft) * 80.94 *Wetted Per. (ft) * 80.04 * 60.92 * 56.94 * Min Ch El (ft) * 5283.00 * Shear (lb/sq ft) * 0.89 * 1.80 * 0.79 * Alpha * 1.37 * Stream Power (lb/ft s) * 4.92 * 17.92 * 3.01 * Frctn Loss (ft) * 0.09 *Cum Volume (acre-ft) * 26.57 * 50.38 * 45.01 * C & E Loss (ft) * 0.05 *Cum SA (acres) * 5.19 * 3.81 * 12.17 ##########x###Rx*#x#####**#xRxx#x##x#*####x*######x#*##xx##x########x##**##### Wanting: Divided flow computed for this cross-section. Warning: The conveyance ratio (upstream conveyance divided by downstream conveyance) is less than 0.7 or greater than 1.4. This may indicate the need for additional cross sections. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, water surface was used. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 42942 INPUT Description: CROSS SECTION 42942 - U/S 1-70 ACCESS RAMP Station Elevation Data nut= 50 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev #######RR#*#x#*#xx########x##RR#x#######RR**#R#####*R####*####x**RR#######*x#### 0 5320 63.873 5311.16 77.478 5308 113.943 5297.75 126.452 5297.06 138.989 5291.3 151.894 5288.33 184.237 5288.92 194.412 5281.8 240A02 5281.8 257.118 5293.22 303.716 5296 322.094 5296.63 344.693 5299.16 377.369 5301.96 394.53 5302.95 437.572 5301.94 456.197 5300.61465.722 5299.24 479.496 5298.76 490.654 5299.76 514.314 5299.79 646.289 5304.42 651.797 5305.1 678.526 5306 692.484 5307.93 708.648-5308.22 734.613 5310 737.894 5311.05 755.148 5311.98 760.147 5313.61 771.934 5313.6 817.818 5317.97 820.3 5320.38 838.975 5319.65 848.231 5321.69 862.288 5321.94 868.709 5323.19 892.998 5324.47 939.943 5324.44 945.628 5326 977.709 5326.29 979.435 5327.531014.041 5327.991015.504 5329.43 1052.422 5329.761053.822 5331.081102.733 5332.171106.558 5332.841148.674 5334 j Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val xx##*#R#xx###xx#x*##x####Rx#xxxx#Rx##x*xx*#*###R 0 .045 151.894 .03 240.402 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Contr. Expan. 151.894 240.402 159.1 133.31 129.01 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 65.76 5314 F 321.031148.674 5304 F Skew Angle = 45 CROSS SECTION OUTPUT Profile #100-YEAR xxxx*zzxxzxx*xxxxxxxxxxxxxxxxzxxxxxxxxxxxxxxxxxxzx*z*xzxxx**xxxx*xx*****x*xx*xx*****zxzzx*xxxx* * E.G. Elev (ft) * 5301.33 *Element * Vel Head (R) * 0.98 *Wt. n-Val * W.S. Elev (R) * 5300.35 * Reach Len. (ft) * Crit W.S. (R) * 5293.22 * Flow Area (sq ft) * E.G. Slope (Rift) *0.000804 * Area (sq ft) * Q Total (cfs) * 14520.00 * Flow (cfs) * Top Width (ft) * 325.96 *Top Width (ft) * Vel Total (ft/s) * 6.60 * Avg. VeL (ft/s) * Max Chl Dpth (ft) * 18.55 * Hydr. Depth (ft) * Conv. Total (cfs) *512029.4 * Conv. (cfs) * Length Wtd.(ft) * 51.00 *Wetted Per. (ft) * Min Ch El (ft) * 5281.80 * Shear (lb/sq ft) * Alpha * 1.45 * Stream Power (lb/ft s) * Frctn Loss (ft) * * Cum Volume (acre-ft) * C & E Loss (ft) * * Cum SA (acres) Left OB * Channel * Right OB * 0.045 * 0.030 * 0.045 * * 51.00 * 51.00 * 51.00 * 261.99 * 1384.53 * 551.97 * * 261.99 * 1384.53 * 672.39 * 748.49 *11961.81 * 1809.70 * 47.19 * 88.51 * 190.27 2.86 * 8.64 * 3.28 * * 5.55 * 15.64 * 6.85 * 26394.6 *421818.1 * 63816.7 * 49.16 * 90.76 * 84.25 * * 0.27* 0.77* 0.33* * 0.76 * 6.62 * 1.08 * 25.75 * 48.23 * 42.83 * * 5.07 * 3.67 * 11.52 * Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. BRIDGE RIVER. CLEAR CREEK REACH: ABOVE SHERIDAN RS: 42891 INPUT Description: I-70 (EASTBOUND) ACCESS RAMP Distance from Upstream XS = 51 Deck/Roadway Width = 74 Weir Coefficient = 2.6 Bridge Deck/Roadway Skew = 45 Upstream Deck/Roadway Coordinates num= 7 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord j xx*x*xxxxx*xxxxxxxxxxxxxxxx*x*zxxxx*z**x******xx*xxxx**xxxx**z*xxxx*xxxx 35.355 5314 65.761 5314 65.761 5316.5 5309.4 321.026 5306.5 5299.4 321.026 5304 514.067 5306 840.043 5320 Upstream Bridge Cross Section Data Station Elevation Data num= 50 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev xxxxxxxxxxxxxxxxx**xz*xz*xx*xxxxxxxx*zx**xxxx*z****xxzzzxxxx**xxxx***x*xxxx**•xx 0 5320 63.873 5311.16 77.478 5308 113.943 5297.75 126.452 5297.06 ,I 138.989 5291.3 151.894 5288.33 184.237 5288.92 194.412 5281.8 240.402 5281.8 257.118 5293.22 303.716 5296 322.094 5296.63 344.693 5299.16 377.369 5301.96 394.53 5302.95 437.572 5301.94 456.197 5300.61465.722 5299.24 479.496 5298.76 490.654 5299.76 514.314 5299.79 646.289 5304.42 651.797 5305.1 678.526 5306 692.484 5307.93 708.648 5308.22 734.613 5310 737.894 5311.05 755.148 5311.98 760.147 5313.61 771.934 5313.6 817.818 5317.97 820.3 5320.38 838.975 5319.65 848.231 5321.69 862288 5321.94 868.709 5323.19 892.998 5324.47 939.943 5324.44 945.628 5326 977.709 5326.29 979.435 5327.531014.0415327.991015.504 5329.43 1052.422 5329.761053.822 5331.081102.733 5332.171106.558 5332.841148.674 5334 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .045 151.894 .03 240.402 .045 Bank Sta: Left Right Coeff Contr. Expan. 151.894 240.402 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 65.76 5314 F 321.031148.674 5304 F Skew Angle = 45 Downstream Deck/Roadway Coordinates num= 7 Sta Hi Cord Lo Cord Sta Hi Cord Lo Cord Sta M Cord Lo Cord 35.355 5314 67.175 5314 92.631 5314 92.631 5316.5 5309.4 321.026 5306.5 5299.4 321.026 5304 l 426.385 5306 Downstream Bridge Cross Section Data Station Elevation Data num= 59 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev 0 5330 6.428 5329.88 9.32 5328 10.72 5327.43 15.344 5326.36 15.988 5325.7 37.3 5318.56 72.535 5313.35 75.399 5312 100.247 5303.22 101.83 5302.41 108.605 5300 114.933 5302.58 115.442 5298 118.469 5296.76 138.487 5295.74 170.724 528833 173.411 5287.91 191.774 5288.44 193.351 5287.66 205.775 5281.8 248.011 5281.8 266.926 5289.89 292.636 5290.74 301.312 5290.02 302.719 5290.62 315.002 5293.31 316.367 5293.82 316.784 5294.42 317.463 5296 318.382 5297.83 319.718 5300 319.86 5300.91 334.85 5305.13 335.826 5305.69 338.259 5306.44 374.13 5305.82 419.774 5305.77 442.309 5306.46 468.882 5306.71 483.329 5306.66 485.634 5306.96 491.128 5306.86 495.166 5307.06 498.206 5307.62 560.318 5308.75 563.295 5309.22 637.832 5311.18 792.836 5319.28 795.644 5320 874.479 5324.05 887.15 5323.62 890.325 5323.96 899.284 5325.78 929.478 5325.95 940.049 5327.5 996.257 5328.83 1000.33 5329.971118.473 5334 Manning's n Values num= 3 Sta n Val Sta n Val Sta n Val 0 .045 170.724 .03 266.926 .045 Bank Sta: Left Right Coeff Contr. Expan. 170.724 266.926 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 92.63 5314 F i L 321.031118.473 5304 F Skew Angle = 45 Upstream Embankment side slope = 0 horiz. to 1.0 vertical Downstream Embankment side slope = 0 horiz. to 1.0 vertical Maximum allowable submergence for weir flow = .95 Elevation at which weir flow begins = 5304 Energy head used in spillway design = Spillway height used in design = Weir crest shape = Broad Crested Number of Piers= 3 Pier Data Pier Station Upstream= 140.714 Dowustream= 161.927 Upstream num= 2 Width Elev Width Elev 3.1 0 3.1 5307 Downstream num= 2 Width Elev Width Elev 3.1 0 3.1 5307 Pier Data Pier Station Upstream= 207.889 Downstream= 221.324 Upstream num= 2 Width Elev Width Elev *######x##x#xxx#x#xxxxx#####x### 3.1 0 3.1 5307 Downstream num= 2 Width Elev Width Elev 3.1 0 3.1 5307 Pier Data Pier Station Upstream= 260.215 Downstream= 267.286 Upstream num= 2 Width Elev Width Elev i I' x#x****x***#*xxxxx#x*****#**#x#* \ 3.1 0 3.1 5307 Downstream num= 2 Width Elev Width Elev 3.1 0 3.1 5307 Number of Bridge Coefficient Sets = I Low Flow Methods and Data Energy Momentum Cd = 1 Yarnell KVal = 1.05 Selected Low Flow Methods = Highest Energy Answer High Flow Method Pressure and Weir flow Submerged Inlet Cd = I. Submerged Inlet + Outlet Cd = .8 Max Low Cord = Additional Bridge Parameters Add Friction component to Momentum Do not add Weight component to Momentum Class B flow critical depth computations use critical depth inside the bridge at the upstream end Criteria to check for pressure flow = Upstream energy grade line BRIDGE OUTPUT Profile 9100-YEAR #*x**#**###*##x##x#xxx#xx##xxx###xxx#xxxxx*xxxx*x#*x###xxxx*xxx######xxx##xx#x#*#*x##xx##xxx# * E.G. US. (ft) * 5301.33 * Element *Inside BR US *Inside BR DS * W.S. US. (ft) * 5300.35 * E.G. Elev (ft) * 5301.26 * 5300.54 * Q Total (cfs) * 14520.00 * W.S. Elev (ft) * 5300.17 * 5299.57 * Q Bridge(cfs) * 14520.00 * Crit W.S.(ft) * 5294.10 * 5293.89 * Q Weir (cfs) * * Max Chl Dpth (ft) * 18.37 * 17.77 * Weir Sta Lft (ft) * * Vel Total (ft/s) * 7.10 * 6.95 * * Weir Sta Rgt (ft) * * Flow Area (sq ft) * 2046.28 * 2090.25 * Weir Submerg * * Fronde # Chl * 0.29 * 0.29 * * Weir Max Depth (ft) * * Specif Force (cu ft) * 17271.41 * 17050.76 * Min El Weir Flow (ft) * 5304.01 * Hydr Depth (ft) * 10.96 * 10.86 * Min El Pis (ft) * 5309.13 * W.P. Total (ft) * 305.42 * 279.86 * Delta EG (ft) * 0.80 * Conv. Total (cfs) * 380303.7 * 3860785 * Delta WS (ft) * 0.72 * Top Width (ft) * 186.73 * 192.49 * BR Open Area (sq'ft) * 2885.46 * Frew Loss (ft) * BR Open Vel (ft/s) * 7.10 * C & E Loss (ft) * Coef of Q * * Shear Total (16/sq ft) * 0.61 * 0.66 * Br Sel Method * Momentum * Power Total (lb/ft s) * 4.33 * 4.58 Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. Note: Multiple critical depths were found at this location. The critical depth with the lowest, valid, energy was used. CROSS SECTION RIVER: CLEAR CREEK REACH: ABOVE SHERIDAN RS: 42809 INPUT Description: CROSS SECTION 42809 - D/S I-70 ACCESS RAMP Station Elevation Data nun= 59 Sta Elev Sta Elev Sta Elev Sta Elev Sta Elev ###########xx##x#xxx##x#**x##*####xxxxxxx##*xxx###xxx###x#*#*##xx#*##xxxxxx#*#xx 0 5330 6.428 5329.88 9.32 5328 10.72 5327.43 15.344 5326.36 15.988 5325.7 37.3 5318.56 72.535 5313.35 75.399 5312 100.247 5303.22 101.83 5302.41 108.605 5300 114.933 5302.58 115.442 5298 118.469 5296.76 138.487 5295.74 170.724 5288.73 173.411 5287.91 191.774 5288.44 193.351 5287.66 205.775 5281.8 248.011 5281.8 266.926 5289.89 292.636 5290.74 301.312 5290.02 302.719 5290.62 315.002 5293.31 316.367 5293.82 316.784 5294.42 317.463 5296 318.382 5297.83 319.718 5300 319.86 5300.91 334.85 5305.13 335.826 5305.69 338.259 5306.44 374.13 5305.82 419.774 5305.77 442.309 5306.46 468.882 5306.71 483.329 5306.66 485.634 5306.96 491.128 5306.86 495.166 5307.06 498.206 5307.62 560.318 5308.75 563.295 5309.22 637.832 5311.18 792.836 531928 795.644 5320 874.479 5324.05 887.15 5323.62 890.325 5323.96 899.284 5325.78 929.478 5325.95 940.049 5327.5 996.257 5328.83 1000.33 5329.971118.473 5334 Mannings n Values num= 3 Sta n Val Sta n Val Sta n Val #x#####R#Y##RR#RRR#R######RkkR#XXR####R###R####R 0 .045 170.724 .03 266.926 .045 Bank Sta: Left Right Lengths: Left Channel Right Coeff Conn. Expan. 170.724 266.926 71.23 51.32 11.49 .3 .5 Ineffective Flow num= 2 Sta L Sta R Elev Permanent 0 92.63 5314 F 321.031118.473 5304 F Skew Angle = 45 CROSS SECTION OUTPUT Profile #100-YEAR ####k####Y#*x#*#####xkx#s#*xR##k#**#Y#######Rx#RR#k###R##x#z#x##*#x#x*#xx#s#x***R#*#########x#x * E.G. Elev (ft) * 5300.53 *Element * Left OB * Channel * Right OB * * Vel Head (ft) * 0.91 *Wt. n-Val. * 0.045 * 0.030 * 0.045 * * W.S. Elev (ft) * 5299.62 * Reach Len. (ft) * 71.23 * 51.32 * 11.49 * Crit W.S. (ft) * 5293.66 * Flow Area (sq ft) * 312.62 * 1457.27 * 443.69 * * E.G. Slope (ft/ft) *0.000775 * Area (sq ft) * 312.62 * 1457.27 * 443.69 * * Q Total(cfs) *14520.00 * Flow(cfs) * 883.87 *12026.91 *1609.21 * * Top Width (ft) * 204.22 *Top Width (ft) * 55.46 * 96.20 * 52.56 * * Vel Total (ft/s) * 6.56 *Avg. Vel. (ft/s) * 2.83 * 8.25 * 3.63 * * Max Chl Dpth (ft) * 17.82 * Hydr. Depth (ft) * 5.64 * 15.15 * 8.44 * * Conv. Total (cfs) *521692.6 * Conv. (cfs) * 31757.0 *432117.9 * 57817.8 * Length Wtd. (ft) * 47.18 *Wetted Per. (ft) * 57.94 * 99.48 * 56.59 * Min Ch El (ft) * 5281.80 * Shear (1b/sq ft) * 0.26 * 0.71 * 0.38 * Alpha * 1.36 * Stream Power (lb/ft s) * 0.74 * 5.85 * 1.38 * Frctn Loss (ft) * 0.04 * Cum Volume (acre-ft) * 24.98 * 44.09 * 41.26 * C & E Loss (ft) * 0.02 * Cum SA (acres) * 4.93 * 3.40 * 11.28 SUMMARY OF MANNING'S N VALUES River:CLEAR CREEK ##z#z####xx##Y#xx###x#Y #####sx Yxs#sxYY#R##* ##Y######*#####Y#######R#R##zkx# * Reach * River Sta. * nl * n2 * n3 * n4 ###xx##xxx*####*#x####k#*#k### x#k#k#x##x### #k##k#X#######Yx#XX###R#######kR *ABOVE SHERIDAN * 44683 * .045* .03* .06* *ABOVE SHERIDAN * 44462 * .045* .03* .06* *ABOVE SHERIDAN * 43955 * .045* .03* .06* *ABOVE SHERIDAN * 43594 * .045* .03* .06* *ABOVE SHERIDAN * 43214 * .045* .04* .06* *ABOVE SHERIDAN * 43022 * .045* .04* .06* *ABOVE SHERIDAN * 42942 * .045* .03* .045* *ABOVE SHERIDAN * 42891 *Bridge * *ABOVE SHERIDAN * 42809 * .045* .03* .045* xs##RZ#####x#z###k######R###Yx XZ*#x######*# ##*R##x#s####x####x####R#####x#x s##*#####z###k#R##########s*##z*#xzxkYx###x#RS#xx#a#####*#R####zR###Rx###xX#*##k SUMMARY OF REACH LENGTHS River: CLEAR CREEK YkYRY2Ykik######i##YYYt#iYFFYFiiFFi#YSFSFFS22YRk######ki#Y###t#tx * Reach * River Sta. * Left * Channel* Right ' #################i#FYYSSF#SS2X#XXX#XR##t## ##x#k#kYFF#txY# *ABOVE SHERIDAN * 44683 * 174.98* 220.94* 250.28* *ABOVE SHERIDAN * 44462 * 516.63* 507.6* 497.7* *ABOVE SHERIDAN * 43955 * 347.16* 360.32* 366.5* *ABOVE SHERIDAN * 43594 * 364.86* 380.8* 400.24* *ABOVE SHERIDAN * 43214 * 188.82* 271.23* 375.91* *ABOVE SHERIDAN * 43022 * 81* 80* 87* *ABOVE SHERIDAN * 42942 * 159.1* 133.31* 129.01* *ABOVE SHERIDAN * 42891 *Bridge *ABOVE SHERIDAN * 42809 * 71.23* 51.32* 11.49* SUNRAARY OF CONTRACTION AND EXPANSION COEFFICIENTS River: CLEAR CREEK * Reach * River Sta. * Contr. * Expan. FtFxtFtFt######x##xxF## xF#x#x#kxx#xFFF#x #FxxFFxx##F###k *ABOVE SHERIDAN * 44683 * .3* .5* *ABOVE SHERIDAN * 44462 * .1* .3* *ABOVESHERIDAN * 43955 * .1* .3* *ABOVE SHERIDAN * 43594 * .1* .3* *ABOVE SHERIDAN * 43214 * .3* .5* *ABOVE SHERIDAN * 43022 * .l* .3* *ABOVE SHERIDAN * 42942 * .3* .5* *ABOVE SHERIDAN * 42891 *Bridge *ABOVE SHERIDAN * 42809 * .3* .5* Re3Gt•r• RlvrrSle ~P1o13e OTafd NN aIa W.S.E p W.S EGE14v EG.alppe VAi Fbx A1e3 Top WAN F.ft#ON (M 1N (a) 69 OON 6116) ( N M g9OVESFIHt®AN 44 3 100-YEAR 1A 529].00 5308.92 5308.92 81289 a0050T3 18.40 118451 14951 OSt ABOVE8MB21DAN 4M62 YEAR 10.55150 5294.00 530&90 5305.98 5311.02 O.Mm 1953 128829 19951 0.98 ABOVE SHHiIDAN 49955 100.YEAR N 14510.80 5290.8] 5903.18 5303.19 53012] 9504993 18.44 1251.81 1W.61 083 ABOVE SHERIDAH 435% too-v 14920.80 5281.39 fi301.19 530410 a6o4534 1884 1541.02 211.98 am ABOVE SHEROOAN 43214 100•YEAR 1452080 6288.W 33W55 530283 0805050 15.86 1381A9 511.]0 0.73 ABOVESNERroAN 43022 100-YEAR 1652050 5513.00 5300.32 529521 5301.47 0801828 988 lmI 598.01 OA4 A90VESf93troM1 12992 100.YEAR 1652850 525180 5300.35 529322 530183 0000006 $81 219950 325.98 088 ABOVE&ERroAN 42891 Bddp ABOVESHERIDM 42808 fO6Y 15 .00 529180 5299.82 5295.98 5400.53 0.000115 825 221358 20612 0.37, __'-RmN Rivc SN PMde EG Bev W.S. EIev VeiHe90 FrtN Wtt GaEla3s OLdf OpHmtl ORigd ABOVESHERIDAN 4.04 600 88 5159.03 j 0.06 1.57 0.35 .42 33W29 W.51 ASDVESHERIDAN 0.10 =4~ .99 ~19.% 3625.]3 ABOVE8HER03AN 43214 tOPYEAR 530253 5300.35 0.74 0.71 M 56 189812 ABOVESHERIDAN 43022 fOD-YEAR 5.A1A1 5900.$2 t.ta 0.09 0.05 .95 1501.41 396.01 ABOVESHERIDAN 42942 100 YEAR 5301.33 5300.35 0.98 .81 42591 Wft. ABOVESHEW 42809 101YE AR 53W.A 5299.62 0.91 0.04 082 91 180921 200.22 City of LAND USE APPLICATION FORM l Wheat~idge COMp1DN[lY AEI+F,LOPN Ehi t Case No WF1001 Date Received -176/20101 Related Cases WP0908._. ;Case Planner Case Description Class II Special Exception Permit Name Few Larson Name Phone (303]6976763 Address PO.Box 715 City Indian Hills State CD Zip 80454-, Name Swiss Valley,LLC Name F- Phone (303)6976763 Address PD Box 715 .I City Indian Hills_ State CO-J„Zip. 80454- CorNacf Jrda~afion Name Kevin C. Larson Name Phone (303] 4031228 Address P.O. Box 715 _ City Indian State CD Zip 80454 _ Prosi cf/rdovscafti~ir Address 6701 Street West 48th Avenue_ City Wheat Ridge State CD Zip 80033-,'i Location Description Project Name 1 Parcel No 39-14499003 j'Qtr Section:. SE14 Distrct No: III._ Pre-App Date _11/5/2009. Neighborhood Meeting. Date APP0926 - - App No ~tRewew Dale%=DlsposillonComments ,ReviewType +Revjpw Body r'" Report t , > ~ tw l ' " ` Public Hearin - BOA - 1/26/2010- r, „ , " ;a " i~ Dirpnufron Case Disposition ?s Disposition Date Conditions of Approval Notes j r, i I i Status Open CITY OF WHEAT RIDGE 01/08/10 8:22 AM cdba Swiss Valley LLC RECEIPT NO:CDA803590 AMOUNT FMSD ZONING APPLICATION F 750.00 ZONE FMSD ZONING REIMBURSEMENT 180.80 ZREIM PAYMENT RECEIVED AMOUNT CN 1049 930.00 TOTAL 930.80