The URL can be used to link to this page

Home My WebLink About2007-Bridge Zoning review 1856 OF SERVICE 0000 FIRE PREVENTION BUREAU City of Oshkosh Fire Department Battalion Chief Stuart Schrottky 101 Court Street Oshkosh, Wisconsin 54901 (920) 236..s241 r---"'-'-"~'~";;.C',"~'C"-'l I'"~ .. I \ APR 0 5 2007 \ I I ~:MMUNiil DEVELOPMENT April 5, 2007 Mr. David Buck Street Planning Services Oshkosh, VVI54901 RE: Arthur Pommerening Bridge Dear Sir: After consultation with the Fire Chief, here are the specification requirements for the Arthur Pommerening Bridge and fire lane. Bridge: VVidth of 19 feet with 1 foot railing setback to bring the clear width to 20 feet is acceptable Weight carrying ability of 75,000 pounds is required by the International Fire Code (IFe) Fire Lane: A width of 20 feet is required by IFC Weight carrying ability of 75,000 pounds is required by the International Fire Code (iFC) . The fire lane must be paved asphalt or concrete (IFC) A turnaround is required at the end of the fire lane 120 foot Hammerhead, 60 foot "yn or a 96-foot diameter cul-de- sac in accordance with table 0103.4 IFC 2003 appendix 0 Road grade not to exceed 10% without approval by the Fire Chief Bridge and fire lane shall be above the 50-year high water level Fire lane requirements shall comply with IFe 2003, appendix D If there are any questions, please call. Sincerely, S~ ~G~ Stuart Schrottky "~ APPENDIX 0 .FIRE APPARATUS ACCESS ROADS , The provisions contained in this appendix are hot mandatory unless specifically referenced in the adopting ordinance; SECTION 0101 GENERAL DIOl.l Scope. Fire apparatus access roads shall be in accor- dance with this appendix and all other applicable requirements of the International Fire Code. SECTION 0102 REQUIRED ACCESS DI02.1Access and loading. Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fIre apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire appara- tus weighing at least 75,000 pounds (34 050 kg). SECTION 0103 MINIMUM SPECIFICATIONS DI03.1 Access road width with a. hydrant. Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet (7925 rom). See Figure D103.1. DI03.2 Grade. Fire apparatus access roads shall not exceed 10 percent in grade. Exception: Grades steeper than 10 percent as approved by the fire chief. DI03.3 Turning radius. The minimum turning radius shall be determined by the fire code official. DI03.4 Dead ends. Dead-end fIre apparatus access roads in excess of 150 feet (45720 rom) shall be provided with width and turnaround provisions in accordance with Table D103.4. TABLE 0103.4 REQUIREMENTS FOR DEAD-END FIRE APPARATUS ACCESS ROADS LENGTH WIDTH (feet) (feet) TURNAROUNDS REQUIRED 0-150 20 None required 120-foot Hammerhead, 60-foot "Y" or 151-500 20 96-foot-diameter cul-de-sac in accordance with Figure D103.1 120-foot Hammerhead, 60-foot "Y" or 501-750 26 96-foot-diameter cul-de-sac in accordance with Figure D103.1 Over 750 Special approval required For SI: 1 foot = 304.8 mm. DI03.5 Fire apparatus access road gates. Gates securing the fire apparatus access roads shall comply with all of the follow- ing criteria: 1. The minimum gate width shall be 20 feet (6096 rom). 20' 2S' 9S' DIAMETER CUL-DE-SAC SO'1 T tto' 1[: 20'.3 2S'R TYP: -... 2S' 120' HAMMERHEAD For SI: 1 foot = 304.8 rom. 2S' .. SO"V' MINIMUM CLEARANCE AROUND A FIRE HVDRANT 2S'R TYP,' l 20.3 20' ACCEPTABLE ALTERNATIVE TO 120' HAMMERHEAD FIGURE D103.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND 2006 INTERNATIONAL FIRE CODE@ 397 , ~~ ~AiI;S:L.. ~NG . ..~---------~ r \ \ \ APR 1 3 2007 \ ~~\jITY DEVcLCPr/ENT \ April 12, 2007 David Buck City of Oshkosh 215 Church Avenue PO Box 1130 Oshkosh, WI 54903-1130 Re: Pommerening Bridge - Sawyer Creek, City of Oshkosh Dear David Buck: As you are aware, we have completed the hydraulics review of Art Pommerening's expanded bridge with the DNR. I have enclosed a copy of the re-submittal to FEMA in regard to the CLOMA for the construction of the bridge. In addition, I have reviewed the existing construction and the drawings provided by the owner for the additional deck width and have detennined the bridge to be capable of supporting a two axle truck < weighing 75,000 lbs, to this I do certify. If you have any questions or if additional information is required, please let me know. Sincerely, J~~~~ . President JRD/mas Enclosure (a/s) Cc: Art Pommerening 7877 Racine Street. Menasha, W/54952. Ph. 920-997-7866 · Fax 920-830-9595 · www.dave/engineering.com RPR-14-2007 13:36 FROM:POMMERENING DODGE JE 9202363102 TO: 92365053 Exhibit P.2 or: INGRESS/EG ESS EASEMENT Located in part of Lot 1 of CSM4337, being part 0 the Northeast 1/4 of Section 21, Township 18 North, Range 16 East, Town of Algo a, Winnebago County, Wisconsin. Commencing at the Northeast comer of Section 21; Thence alon the East line of the Northeast quarter of said Section, SOO.02'23"E, 111,72 feet; Thence 589039'21 ''W, 33.71 feet to a point on the st rlght-<>f-way line of Washburn Street and being the point of beginning of said PERMANENT LIMITED EASEMENT: Thence continuing 89039'21"W, 167,69 feet; Thence N6901S'32''W, 98.11 feet. more or less, to the centerline of SawYer Creek; Thence S20041'40"W, 20,00 f et; Thence S69015'32"E, "92.82 feet; Thence N8903~'21;'E, 171,07 feet to a point on the West right-of-way line of said street; Thence along aid line, NOo036'47"E, 20,00 feet to the point of beginning. Said EASEMENT contains 5,207 SF (0.1195 Ac) of said GRANTOR'S I nd, o 80 ~ N89'~S'2"I.E 81.02' Section 21. T.18N.. R"6E.~ N89'3S'21"E "5235' 160 I IJ\ -5 go. t..l~ ("I.. Q:I: Bearings are referenced to the East line of the Northeast 1/4 of Section 21, T. 18 N., R. 16 E. Lot 1 ---- Certified ------ ~~~~_~~E. No. 4337 465.53' N8S'39'21"E ~ Davel Engineering, Inc. Civil Engineers and Land Surveyors ~ '''' R...."".. '-'-_A!l'Z.. Menosha W1s~'Onsln ~NG Ph. 920-991-1866. Fax 920-830-9595 Survey for: Ar:thur Pommerenlng Apr 11. 2007 - 03:08 PM J:\Projacts\3060pom\dwg\3060eqse.dwg Printed y~ chris R e c e i ve d T i me A p r. 14. 2: 41 PM File:.3060ease.dwg Dale: 04/11/2007 Drafted By: Chris Sheet: EXHIBIT I~ .....0 :: H~ ~~ "ll~ m S89'23'131E 1.50' :!: ~~ - - Cl "'-M ~ f ~o, t-- MCO ~g I lJ) (') . o 0 ~~IQ) I I (1) I ,b I l; (J) I g~ I Oa:iC "lb:L I z.., l Jip:J ;f:f / ::i:l:lC/) I ~~O I IUjS j I I I ;... o ai OJ '" jU .... .... 'io r> o o z 37.~ , . t. , CITY OF OSHKOSH - DEPT. OF COMMUNITY DEVELOPMENT ZONING PERMIT REVIEW - TOWN OF ALGOMA Location of Property: 459 N Washburn Street T. Of Ale:oma (Rear Portion of Strip Center Lot) Date: 12/05/06 Applicant Name: Art Pommerening Phone: 920-236-3100 Fax: 920-236-3102 Applicant Address: 237 N Washburn St, City: Oshkosh State: WI Zip: 54904 Owner: Arthur E Pommerening Parcel Number(s): 06-1162-0000 Zoning: C-2ETZ Type of Construction: new Bridge Constriction over Sawyer Creek Compliance Checklist Use Lot \Vidth Lot Depth Lot Area Floodplain Affpert !!eight Front Setback Corner Side Setback Interior Side Setback Rear Setback Buildillf; .^..rea Access Regulations Parking Standards Loading Standards Vision Clearance Trans. Yard Standards Screening Landscaping Lighting Signagc Mechanical Scr-eening Var.lCUPIPD Conditions Other Comments/Conditions Attached find review from Fire regarding acceptable bridge design. Attached find review from DNR regarding floodway compliance. Attached find Ingress/Egress easement. NOTE: No building permit is issued for the bridge construction-thls is zoning, floodplain and fire compliance only. Review Fee: $0.00 I:&lApproved DApproved w/Conditions o Denied o Hold Reviewed by: David Buck Review Date: 04/16/07 Please contact the Zoning Administrator at 920.236.5057 if you have any questions. REVIEW AUTHORITY As per Section 30~S Enforcement of the City Zoning Ordinance, the Director ofCorrununity Development. or designee, must approve all plans, except the following: (I) Alterations or interior work when the use is confonning and when no change in use is proposed. (2) Maintenance items. e.g_ siding, windows, etc.. when the use is conforming and when no change is proposed. COpy: Planning CitylnspecHoll Town of Algoma Winnebago County "1:;_ ' FLOODPLAIN BACKWATER STUDY - ADDENDUM SAWYER CREEK CITY OF OSHKOSH, WINNEBAGO, COUNTY, WI For: Art Pommerenina . By: Davel Engineering, Inc. 1811 Racine Street, Menasha, WI 54952 ~"\""III'",,,,1. . ~~"~ SCON8, 'I",,,, ,~'\ .......... ~.A~~ # .... ~~V , /~/..JOH . \~\ =: _ D~' \ ~ = :~I 12 : :: - , .- i \ . ASHA J lEi 'c:; WIS. "41;:: ~ . ... k/;: il'l....... .. ~ ~ . ~~ \9 ..__......."'~'l '11,8: IOIA \.f~\\'\~ '1111111I III'" l~ ~ ~ pjb f . Con ents General Description and Property Location Study Methodology Conclusions Attachments · Proposed Bridge Details . Floodway Data Table · Floodplain Map · HEC-RAS Profile Reports . . HEC-RAS model (Transmitted via Email) ~~~. .)~E fJ. c., "~ U') ~,\ \t,. ~ ~ General Description and Property Location The property is located west of S. Washburn Street, and south of STH "21" in the NEX anclSE X of Section 21, Township 18 North, Range 16 East, in the City of Oshkosh. The land is owner Art Pommerening. The main channel of the stream reach is a natural channel. The land is open fields with some brush and trees west of the stream and lawn and buildings east of the stream. Mr. Pommerening has applied for a permit to construct a bridge crossing of Sawyer Creek to access his land. He has received the permit and constructed the bridge accordingly. To meet City fire code requirements, the bridge must provide an unobstructed width of 20 feet wide instead of 10 feet. This analysis is simply a revision to the previously approved model, which changes the bripge deck width to 19 feet. Study Methodology Hvdraulic Calculations The previous study was modeled using the Army Cops of Engineers HES-RAS river modeling software.' This approved model was modified to account for the proposed.20 wide deck on the revised proposal. Specifically the deck width variable was changed from 10 to 20, the upstream cross section distance to the first cross section upstream of the bridge was changed from 12 feet to 22 feet and the cross section distance from the first section upstream to the second section upstream was changed from 100 feet to 90 feet. No other changes were made to the model. Water surface elevations from the revised proposed run are compared to the base run to determine backwater. Although there is a small amount of backwater immediately upstream of the bridge, the backwater attenuates in a short distance upstream, all within Mr. Pommerening's property limits. The cross sections that are within the Pommerening property start with Section 28.2 and Section 29 is the last cross section going upstream that is still within Mr. Pommerening's property. The results are summarized in a table format. The HEC-RAS profile summary tables and cross sections also follow and the HEC'-RAS model is available upon requested and can be transmitted via Email. Conclusions The flood plain elevations presented by this study are suitable for the purpose of comparing the relative backwater created by the revised bridge structure. The model created for this study may be an effective tool in predicting the impacts of construction of the proposed stream crossings. The results of this analysis indicate the regional flood will not be adversely affected by construction of this crossing. Sawyer Creek Bridge Expansion City of Oshkosh, Winnebago County, WI For: Art Pommerening Profile Section BB Approach Fill < l' 756.20 6" Thick Concrete Deck 20" High I-Beam /TOP Of Deck Elevation = 757.16:t 1-15' Max ~ Toe of Approach 756.30 755.70 Existing As halt 757.96 . ~.. " Approach Fill < l' 755.39 ,.. . . :::. 30" Diameter Concrete "Sonotube" Support ,-15'Max Approach 42' Clear Span 21' Approach ~ Additional Excavation Anchor Bolts Cross Section View 20.0' .' .'~: ~~ '.~ . :~ .. . ::~..-:: ~.:. :~ <" , . . .. .... ....... ~..<4. ....:- .; '; 7;' '. "/":'(.:" , . .~ ..<' ~.~ ' . ' J. ",) I...:....~. . ....: '!-'. ; ~ Railing 3" I-Beam field welded every 4' oc 6" Thick Poured Concrete Deck Existing Beam Guard 6" X 6" "\" Iron Side Frame 9.0' Existing 10.0' 6" I-Beam Cross Brace every 4' on center Field Welded Dashed Une Shows 6' X 6" llron That Will Be Welded Across All Three Beams. Anchor Bolts To Attach To "I" Iron Cross Piece . , .:.. ,~ ",' :.~. .~.j.. ":.. .:..~.... .............. '.04. '....... ,':.1",' ',,::.. .::'!.'; ...... ..... .....: .:'.. o N ..... - .. . ," .,' or':! :~ ..:...... ....,... "";.' :";', . .:.... j :. " ';, ~:. . .' "~'. ;~>;J\~~.; .:........ ":/"'':'' ";~ . ~.~. ::: ::'" ~: ... ....~. .: " '.~"~' . ~ ..... ... 1.' I 30" Poured Concrete Sonotube ".' ~!. .. /'.. .:.... . ..~"', ';" X B.M. Top of concrete light pole base 759.82 Plan View Silt Fence 24' Concrete Sonotubes for bridge and approach support "Flow-Through" Approach Approach Fill Area Clear Span Bridge B ~<f x'li '" ~ c( Cl c: :g '" c.. 1ii .c Q. Vi c( Existing Bridge 23.5' Co 11' 40' B x~ '!i l:l'" ""x Co Sawyer Creek Water level 7/27/06 = 748.50:t ~I u:: File: 3060engr.dwg Date: 03/26/2007 Drafted By: Katie Sheet: 1.2 Mar 26, 2007 - 06:01 PM J:\Projects\3060pam\dwg\3060engr.dwg Printed by: katie (j' .-w 1811 Racine Street ........~.,...E"'L.. Menasha, Wisconsin ENGINEERING Ph. 920-991-1866, Fax 920-830-9595 Davel Engineering, Inc. Civil Engineers and Land Surveyors J: UJ OUJ ~.z . J: 0 ~(J)~ CDO~ Q.LLW o 0 D:>-m C) !:: c .: 0 0 C ~O CD~...J "'WLL CD W Eo::...J EO<C oo::z D.wQ 1:::>-0 <C~w <(0:: (J) <Il t/J <<I Q) Ql CD t/J .9 0 0 0 0 ('i) r-- 0 r-- "- Ol 0 r-- IX) r-- 10 0 t/J III 0 0 0 0 Ol en 10 O'l IX) '<t ('i) en Ol N N N <<I ~ Ql 0 0 0 0 0 N N N N N N ...... 0 0 0 0 ~ U OJ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 U Ql "C ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci ci .5 0 'C I CD 0 N Ql CD OJ "C ~ 'C CD ~ &I) C') Cl 11) C') .... II) C'ol .... C') "'" Cl en 11) C'ol 0 0 .... en C') .... .co ~ "'" "'" C'ol en ~ C'ol en .... C'ol Cl co C') Cl CD Cl C') C'ol C') en co 11) "'" Q) C') Cl. C') "C N Ql "'" co Q) Cl .... ..... C'ol N C'ol ~ CD co "'" C'ol C'ol ~ <Il ~ .!!! cO cO cO ai ai ai ai ai ai ai ai ai N ...: ...: ...: t/J 0 ~ il:d 10 10 10 10 10 10 10 &I) &I) &I) 10 &I) CD CD CD CD a. "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" e {! a. ::l U) <Il 'tl U ~ ~ &I) C') Cl C'ol CD .... co &I) C'ol C') Cl co C'ol Cl C'ol 0 .... Q) C') .... en ~ .N "'" C') ~ .... C') co en Cl co 0 ::I co C') Cl CD Q) Cl Cl Cl CD CD C') &I) Cl C'ol Cl C'ol u:: U) = "'" co Q) Cl Cl .... C'ol N C'ol ~ CD co co C'ol C'ol '<t CD "- cO cO cO ai ai ai ai ai ai ai ai ai N ...: ...: ...: .e 10 &I) &I) &I) &I) &I) &I) &I) &I) 10 &I) &I) CD CD CD CD 1/1 "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" "'" Cll Cll l:O 3: Ql l- e: OJ Ql 0:: Ql <Il 0 "C ~ W ~ <Il :u 'C W ::l ~ IX) CD Ol CJ N '<t 10 ::i N ([) ClO en e: ::l Ql r-- >'IX) 0 10 en >. 0 N ~ ('i) r-: r-: alN <Xi <Xi <Xi <Xi <Xi <Xi 1:: ...... 0 U) N "C 0:: :::l <Xi N ('i) ('i) ('i) ('i) U) N e: N N N N N N N Ql <( t/J ::l a. CD 0 N a. OJ t/J iij e e .s= e . >< m e: <<I a. a. 'a 0 z w 0 0 u: e: ,Q 1ii u ..Q 13 Ql 'e- a. 11 . ~~jmmm~(ffIm!JmiliH .Hiimmcnt. 750.3386 2.82 1497.27 490.00 749.8743 '4.81 778.13 183.76 490.00 749.8743 4~81 778.13 183.76 475.00 749.6830 3.34 1028.30 221.21 475.00 749.6830 3.34 1028.30 221.21 370.00 749.3542 3.75 910.33 281.37 370.00 749.3542 3.75 910.33 281.37 200.00 749.1912 2.90 1141.85 260.76 200.00 749.1912 2.90 1141.85 260.76 0.50 748.9598 3.83 817,41 120.06 0.50 748.9598 3.83 817.41 120.06 Bridge 200.00 748.9512 3.83 817.27 120.01 200.00 748.9512 3.83 817.27 120.Q1 335.00 748.9042 3.10 1018.83 153.91 335.00 748.9042 3.10 1018.83 153.91 130.00 748.7673 3.23 975.88 148.69 130.00 748.7673 3.23 975.88 148.69 748.8000 2.16 1488.39 236.13 748.8000 2.16 1488.39 236.13 HEC-RAS River: RIVER-1 Reach: Reach-1 Profile: PF 1 (Continued) ~^'-'7'i'-. ~~,ED '\. (q^, \cnr" ' ) " \)~/ '"~ ':;~e~i:i ' ' '" , .. .;,'.an';' ,., ." ':i 'l:;!~i~~::I'" 'i'" ~fil' ''1'"'' .~. t~" '''''li~i:, ................ ."'.. " . ..... ,U1op:'wldth'. .....". ~t~ ~i;1 ~Il~ it~ff);! i!~;. i~ 1~ ~i ]: 435.00 758.8395 4.21 1664.81 446.43 ;.1 435.00 758.8395 4.21 1664.81 446.43 .. 'fi 50.00 758.7814 2.98 122o.a8 145.00 50.00 758.7814 2.98 1220.68 145.00 .., , 226.00 758.1702 6.06 493.36 ' 602.93 ; 226.00 758.1702 6.06 493.36 602.93 ~ " Culvert , 90.00 757.7727 6.29 475.47 891.03 90.00 757.7727 6.29 475.47 891.03 240.00 757.7728' 4~27 678.42 91.00 240.00 757.7728 4.27 678.42 91.00 ..~ '. 145.00 757.1193 6.38 505.05 200.00 ~"'ml 145.00 757.1193 6.38 505.05 200.00 ...... :~:l:: ;. 230.00 756.9681 5.11 666.41 210.00 230.00 756.9681 5.11 666.41 210.00 140.00 756.2778 6.15 535.06 117.91 140.00 756.2778 6.15 535.06 117.91 190.00 756.1511 5.10 746.48 199.01 190.00 756.1511 5.10 746.48 199.01 380.00 755.6084 , 5.75 600.69 195.42 380.00 755.6084 5.75 600.69 195.42 35.00 755.0874 4.49 682.25 159.92 35.00 755.0874 4.49 682.25 159.92 25.00 755.0275 4.85 785.82 200.00 25.00 755.0275 4.85 785,82 200.00 0.50 754.3433 6.99 367.70 55.00 0.50 754.3433 6.99 367.70 55.00 i Bridge 90.00 752.4456 8.90 306.02 56.07 90.00 752.4456 8.90 306.02 56.07 470.00 752.7048 5.53 1175.73 306.45 470.00 752.7048 5.53 1175.73 306.45 760.00 751.6000 6.07 875.94 300.00 760.00 751.6000 6.07 875.94 300.00 760.00 751.0717 3.28 1527.91 450.00 760.00 751.0717 3.28 1527.91 450.00 - 570.00 750.5630 3.34 1139.95 294.54 570.00 750.5630 3.34 1139.95 294.54 .". 430.00 750.3386 2.82 1497.27 370.00 HEC-RAS River: RIVER-1 Reach: Reach-1 Profile: PF 1 (Continued) ~...~~ \\\E...7)~ f~" ~\. {CfJ ~~f(\~ , .,:!<,. ',,,' /. . ~ ,'Y ,~ .: ):~e~ctl : ::F;Rive;;:~ta;!li ,j;' ...".. ,.., '." ,.""- :..t ... """ .. . .....$" ::;:::'::'.!';:': . . ii ................. ,.. I".; .:: !: ..: ~r . :j tj: 100.00 769.8422 3.06 1521.33 250.00 . 230.00 769.8040 3.16 1689.71 300.03 230.00 769.8047 3.16 1689.91 300.04 . 1430.00 769.6285 1.77 1914.78 344.59 ~'1430.00 769.6292 1.77 1915.03 344:61 60.00 768.5076 5.75 943.60 166.81 60.00 768.5089 5.74 943.81 166.82 0.50 767.4282 8.16 366.41 109.50 0.50 767.4302 8.16 366.53 109.54 Bridge 120.00 767.2000 8.47 352.97 150.05 120.00 767.2025 8.47 353.12 150.14 1400.00 767.2292 6.96 610.22 120.00 1400.00 767.2319 6.96 610.55 120.00 1490.00 762.8088 10.06 431.11 119.79 1490.00 762.7990 10.09 429.94 119.62 130.00 759.8530 5.00 1100.03 248.79 130.00 759.8727 . 4.98 1104.92 248.85 200.00 759.6313 5.13 1133.26 286.20 200.00 759.6543 5.10 1139.85 286.94 220.00 759.4642 4.48 1299.47 283.73 220.00 759.4891 4.46 1306.54 285.27 215.00 759.2635 4.71 1548.45 438.95 215.00 759.2922 4.68 1561.08 441.49 25.00 759.2078 2.60 1713.78 453.92 25.00 759.2375 2.58 1727.33 455.75 Culvert 150.00 759.2021 2.63 1688.95 . 452.78 150.00 759.2271 2.62 1700.27 454.36 91.00 759.1046 2.53 1601.80 460.87 91.00 759.1343 2.52 1615.54 463.46 89.00 759.0992 3.09 1477.25 399.42 1.00 759.1085 3.45 1444.83 399.71 68.00 759.0643 3.49 1427.22 398.34 180.00 759.0610 3.43 1714.72 408.00 180.00 759.0610 3.43 1714.72 408.00 1.00 758.9033 4.15 1693.32 448.43 1.00 758.9033 4.15 1693.32 448.43 Bridge HEC-RAS River: RIVER-1 Reach: Reach-1 Profile: PF 1 (Continued) .,.-q~:; ,~~..!) . r;3J"~ . I,f.l) ....,i\.\" ~. ",. '1\. \ '," . ('\, /"(d ..... n~Y.. ""-~ :ii. Re.ac ...... .. ............ ... ... ...... ....'. . ....:;:Fi...:&~.:;;; .MOO .. ..... ij ~~:~W:i.'''' ................. ....... ; :~iI!~ '@1!ltmiji 340,00 776.5486 5.13 840.88 273.22 340.00 776.5486 5.13 84M8 273.22 310.00 776.1199 4.69 973.14 450.00 310.00 776.1199 4.69 973.14 450.00 240.00 775.7795 3.97 1031.00 348.90 240.00 775.7795 3,97 1031.02 348.90 10.00 775.8458 1.11 2869.98 675.93 10.00 775.8458 1.11 2870.02 675.94 90.00 775.8234 1.64 1846.40 674.26 90.00 775.8235 1.64 1846.44 674.26 5.00 775.8068 1.30 2487.28 870.00 5.00 775.8068 1.30 2487.33 870.00 200.00 775.8069 1.19 2582.54 870.00 200.00 775.8070 . 1.19 2582.59 870.00 40.00 775.7358 2.08 2365.71 880.00 40.00 775.7359 2.08 2365.81 880.00 .. 0.50 775.6346 3.45 2124.29 780.00 0.50 775.6348 3.45 2124.38 780.00 Bridge 80.00 775.5616 2.87 2481.90 780.00 80.00 775.5617 2.87 2482.00 780.00 170.00 775.5679 2.33 2190.08 340.00 170.00 775.5680 2.33 2190.12 340.00 400.00 775.5501 2.36 2674.22 690.00 400.00 775.5502 . 2.36 2674.30 690.00 1670.00 775.5040 1.87 3218.51 760.00 1670.00 775.5042 1.87 3218.60 760.00 250.00 775.3669 1.29 4966.65 750.00 250.00 775.3671 1.29 4966.74 750.00 120.00 775.3531 1.15 4423.86 484.80 120.00 775.3533 1.15 4423.92 484.80 160.00 775.3450 1.32 3946.30 451.00 160.00 775.3452 1.32 3946.35 451.00 0.50 774.8953 6.34 788.21 70.00 0.50 774.8954 6.34 788.21 70.00 Bridge 200.00 769.4799 11.07 433.91 70.00 200.00 769.4807 11.07 433.96 70.00 100.00 769.8416 3.06 1521.16 250.00 HEC-RAS River: RIVER-1 Reach: Reach-1 Profile: PF 1 ;)R~~9ti,:';;' ;. .... ................ .....................,..........c.........l.... ....:.....;.... ." ..';';.:.:...:;.......:.L. "$[':':' .:....,.:'.'.."..,':.,:;'jiif'.". "";:;';"~"~~;i'''':'''' .....;;; . . fEW 1890.00 811.3497 2.95 1025.76 408.30 1890.00 811.3497 2.95 1025.76 408.30 1720.00 809.6431 3.31 863.83 342.41 1720.00 809.6431 3.31 863.83 342.41 lj~ r;, 2020.00 806.1163 6.08 572.30 223.10 2020.00 806.1163 6.08 572;30 223.10 1060.00 802.5869 3.67 1013.77 341.60 1060.00 802.5869 3.67 1013.77 341.60 40.00 800.9194 4.12 657.92 117.00 40.00 800.9194 4.12 657.92 117.00 0.50 800.0630 7.34 317.53 701.73 0.50 800.0630 7.34 317.53 701.73 Bridge SO.OO 798.7184 8.70 267.78 456.81 SO.OO 798.7184 8.70 267.78 456.81 890.00 798.5164 8.38 343.03 77.00 890.00 798.5164 8.38 343.03 77.00 1600.00 797.7906 3.20 109B.88 343.99 1600.00 797.7906 3.20 1098.88 343.99 810.00 795.9373 6.24 808.35 498.71 810.00 795.9373 6.24 808.35 498.71 1420.00 792.8000 7.85 595.21 258.00 1420.00 792.8000 7.85 595.21 . '258.00 7SO.00 790.2865 3.31 1037.93 208.09 780.00 790.2865 3.31 1037.93 208.09 900.00 788.5114 7.73 760.42 262.79 900.00 788.5114 7.73 760.42 262.79 720.00 785.1196 6.19 623.42 231.70 720.00 785.1196 6.19 823.42 231.70 930.00 781.6304 6.63 821.03 329.48 930.00 781.6304 6.63 821.03 329.48 40.00 780.9939 3.17 703.34 120.00 40.00 780.9939 3.17 703.34 120.00 0.50 780.9490 3.38 766.32 502.57 0.50 780.9490 3.38 766.32 502.57 Bridge 80.00 777.5117 6.99 250.22 457.49 80.00 777.5117 6.99 250.22 457.49 680.00 m.7161 5.43 960.37 317.21 '..<0 680.00 777.7161 5.43 960.37 317.21 State of Wisconsin \ DEPARTMENT OF NATURAL RESOURCES WISCONSIN DEPT. OF NATURAL RESOURCES 101 S. Webster St. Box 7921 Madison, Wisconsin 53707-7921 Telephone 608-266-2621 FAX 608-267-3579 TTY Access via relay - 711 Jim Doyle, Governor Scott Hassett, Secretary -"""'~""=i' ffFD ~]".j'"=~ ',~"\~,,.~, U ll.t6..-<::..t.#i=_ 14 i!.= MAR 3 0 2007 COtvlMUNlTY DEVELOPMENT \ March 29, 2007 Mr. David Buck - Principal Planner City of Oshkosh 215 Church Street P.O. Box] ]30 Oshkosh, W] 54903-] 130 Subject: Pommerening Bridge - Hydrology and Hydraulics Review Dear Mr. Buck: We have reviewed the changes to the Pommerening Bridge proposal. The hydrology and hydraulics were submitted by Davel Engineering under the Professional Seal of John Dave!. This review included all submittals through March 23,2007. Based on these submittals, the proposed 19 ft wide bridge structure does not cause an increase in the BFE .01 ft or greater on any properties other than those owned by Mr. Pommerening, and as such, it meets the Standards ofNR 116. This approval is only based on the requirements ofNR 116. 1t does not relieve any other State, Federal or Local permit requirements that may be necessary. Please contact me at (608) 266- 1925 with any questions and/or comments relative to this review. . SiIi.CY reellyy" M.a-a.~ Dean A. Stitgen, P.E~ Cc: Mike Russo- Chery] Laatsch- Kristy Rogers - Linda Hyatt - Meg Galloway - John Davel, PE - NER Oshkosh NER Wautoma WT2 Davel Engineering, Inc. ] 8] ] Racine Street Menasha, W] 54952 dnr.wLgov wisconsin.gov Quality Natural Resources Management Through Excellent Customer Service o Printed on Recycled Paper '" I'-l I CX> r- (0 m +" I Gl \. m z 0 I \ ~ '" ,"0 5 ~ ill \i H U ~ " " ~ ~ ~ ill!) ; ~~ ~ ~:! ~,? r' ~ g ~ g ~ ~ ~ ? I i ~i ! if -R"~ I:;) I\)b ~ ~ ~ ~ ~ fd r' I I I., I +.. I \ \ \ \'\, \\\ \ "\ \ '\. \ i., \ \ \ \ 67,1 I +" \ +" '" ~ +"\ +" ~ ., --- / / f r ", "- '\ " 1 I I // r-. '\ r-.... j G / /'1\ L / '--' \ ) ;- .-" ~-._~- ~ I '" --'O:"'-~--------- N. WASHBURN ST. U.S.H. "41" . g. . -,,-- / ~ .I.. wmmiW; ~~ ~~i8ia!ll5'~:!l !II: ~h~IW~i ~~~~i'~~~: .. if . I gl -I . !l .~ IJ il . n ~. i ; 11 1 ~ . ~l I!: i 'l I. I i i ~ . f f! r i i' 1 i ~ t i ~ ~ en (1) a cl' < ::I -. n I'-l :i' :" ~. js:: CX>0l ,:<:'0 ~ en m .~ POMMERENING CHEVROLET CllY OF OSHKOSH, WINNEBAGO COUNlY, WI FOR: ART POMMERENING ~~ DAVEL ENGINEERING,IN ..=.. CNl!. ENGINEERING CONSULTANTS. ~, 1811 RaelneStrael MllIl8$lla.WI So ~.J4"E5'L. Ph: 920-991-1866 Fax: 920-830-:9 ~NG ' FLOOD PLAIN MAP