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Last modified
9/2/2009 9:40:00 AM
Creation date
12/8/2004 12:12:53 PM
Metadata
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Template:
Planning Files
Planning Files - Planning File #
2628
Planning Files - Type
Planned Unit Development
Address
2350 LEXINGTON AVE N
Applicant
GOOD VALUE HOMES
Status
APPROVED
PIN
092923330001
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<br />. ¡ <br /> <br /> <br />Minnesota Pollution Control Agency <br />520 Lafayette Road North, St. Paul, Minnesota 55155-4194 <br /> <br />APPLICATION POR ?8RHIT FOR SANITARY SEWER EXTENSIONS ANDIOR CHANGES <br /> <br />Instructions: <br /> <br />1. <br /> <br /> <br />1. Submit one completed application with one set of <br />plans and specifications for each sanitary sever <br />extension and/or change. <br /> <br /> <br />'2 ALL portions of this application ~ be completed <br />~ña signed if the sever extension and/or change is <br />to be considered. <br /> <br />3. <br /> <br />. ,,\ <br />An application fee is required under Minnesota Statutes section 11Ó.07, s~bd. 40 <br />(1990) and Minnesota Rules chapter 7002 (Permit Fee Rules). The fee is $240.00 per <br />permit application and must be submitted with the application. Please make your <br />check payable to the Minnesota Pollution Control Agency. <br /> <br />II:. CITY \ ROSEVILLE COUNTY: RAMSEY <br />IV. ENGINEER, FIRM: PASSE ENGINEERING, INC. <br /> <br />DATEr 2-18-94 <br />PHONE: 7 5 5 - 6 2 4 0 <br /> <br />ADDRESS: al1l1¡;:;):;' Pi"Uh'? ROAn STTT'T'F, ?O~. MTNNF,APOT,TS MN 55433 <br />V. SEWAGE TREATMENT PLANT, Name: :'-1f.:~P.O <br /> <br />Is the proposed sewer project in accord with the City of District Comprehensive Sever <br /> <br />Plan? X (Yes) (No; <br />VI. Title of Plans and Specs: GRANDV I EW ']'C1"l),"J]!n.-:'~S <br /> <br />D¿veloþ¿r!O~~er Name: <br />Address: <br />City: <br />DESIGN OF GRAVITY SANITARY <br /> <br />ROSEVILLE, MINNESOTA <br />GOOD VALUE HOMES INC. <br />~44~ EAS~ XIVER øO~Dr SUITE ¿Ul <br />MNPLS, I MN 55433 Phone: <br /> <br />SEWER: <br /> <br />755-9793 <br /> <br />VII. <br /> <br />Total Length of Pipe: <br /> <br />368 <br /> <br />feet <br /> <br />Pipe Diarneter($): <br /> <br />8 <br /> <br />inches <br /> <br />Pump Capacity (gpn) <br />Total Dynamic Read (ft) <br />Length of Forcemain (ft) <br />Forcemain Diameter (in) <br />Forcemain Material <br />Friction Factor (C) <br /> <br />IX. ESTIMATED PLOW INCREASE: Initial: -0- MGD Project: HGD Ultimate: 0,015 xeD <br /> <br />Basis for estimate: 54 LOTS 2. 7 PE/LOT x 1 00 GkLì~,'E;/DA y, .... :.........:.0, .\ <br /> <br />The project flow should represent the design daily average flow from the completed <br />project as proposed in this application. The ultimate flow should represent the <br />design daily average flow from the proposed development and any areas that will <br />Dltimately be served by the proposed sewer extension. <br /> <br />PUMP F. L ! PUMP ~2 I rUM? Iii I PUMP ~2 <br /> I 1 I <br /> I I I <br /> I <br /> I <br /> I <br /> I <br /> <br />PO-00139-07 <br />1993 <br />
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