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945 Butwin Rd Use BLUE or BLACK Ink ~ For Office Use- I /A Permit tlILJ l] tttL I MY I Permit Fee: I 3830 Pilot Knob Road I I Eagan MN 55122 I Date Received: Phone: 651 675-5675 I l Staff: Fax: (651) 675-5694 1LI--------------- u 2010 COMMERCIAL PLUMBIN°~G- PERMIT APPLICATION Date: V ^ ~ -jo Site Address: 9 q g 1 u / yll) ICb Tenant: CA M P 1 uT W) hi - Suite PROPERTY p OWNER Name: J I S C4MM0,V)T!y C&/Y Phone: ~5 ~cs ~6 d 7 l CONTRACTOR Name: AV ?i S 114 C III/ C 14 License 06q-?190 P C 1 Address::/ '7 oq M6 WT E4 t Ciit • STS 14 A L Statel 4V Zip: 55), Phone: h 5/ Qo - ~ EmaiL r tyy: T QU 6 Cd 14 /Ac C c 0 A4 TYPE OF New _ Replacement _ Repair Rebuild _ Modify Space _ Work in R.O.W. WORK Description of work: 1? IG /j V C L PERMIT TYPE COMMERCIAL _ New Construction X Modify Space -Irrigation System L- yes / _ no) RPZ PVB) • Rain sensors required on irrigation systems Jopp L ~l LL • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: 1 Avg. GPM High demand devices? _Yes No Flushometers _Yes No COMMERCIAL FEES: $55.00 Minimum (includes State Surcharge) OR Contract value $ X1% = $ Permit Fee Required on ALL new buildings and boulevard irrigation systems _ $ Radio Meter Read - If the Permit Fee is less than $10,010, the surcharge is $5.00 = $ Meter(s) - If the Permit Fee is > $10,010, the surcharge increases by $.50 for each $1,000 Permit Fee (i.e. a $10,010-$11,000 Permit Fee requires a $5.50 surcharge) _ $ State Surcharge Following fees apply when installing a new lawn irrigation system. $ Water Permit Call the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge TOTAL FEES $=J • C~ CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.org I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a it; th the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. x P-Au c, T,kALj A x Applicant's Printed Name Applican s Signature FOR OFFICE USE Approved By: Date: Required Inspections: Under Ground Rough-In Air Test Gas Test Final PRV Required: _ Yes No Page 1 of 3 Receipt PLUMBING PERMIT. Permit No. CITY OF EAGAN Fee Fill in numbered spaces S/C Type or Print legibly Tot, 1. Date 2. Installation Cost 3. Job Address'-+..~.', Lot Blk. Tract 4. Owner 5. Contractor Phone 6. Address 7. City State Zip 8. Building Type: Residential ❑ Commercial ❑ Institutional O 9. Work Description: New ❑ Add 0 Alter ❑ Repair ❑ 10. Describe 11. No, Fixtures No. Fixtures Water Closet Cesspool /D rai nf ield Bath tubs Septic Tank Lavatory Softner Shower Well Kitchen Sink Urinal/Bidet Other Laundry Tray Floor Drains Drinking Ftn. Slop Sink Gas Piping Outlets 12. 1 hereby certify that the above information is true and correct, and I agree to comply with all ordinances and codes governing this type of work. Signed: for Rough Final Inspections: Date Insp. DatvdL/' nsp. Z'19 This is your permit when numbered and approved. Approved CITY OF EAGAN 454-8100 . o. ,i. YV of G...~--~ry_Z~r t y~~ i~ P ~ j Y OF EAGAN Remarks T A, PXt /b E I tiora Swctinn I5 Lot Rlk Parcel er . - n ! klriwt StatQ Improve ant Date Amount Annual Years Payment Receipt Date STREET SUR F. STREET RESTOR. GRADING SAN SEW TRUNK SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK CITY OF EAGAN 3795 Pilot Knob Road Eagan, MN 55122 N! 5 8 3 2 PHONE: 454-8100 BUILDING PERMIT Receipt # To be and for Est. Value Date 19 Site Address 46- Erect ❑ Occupancy Lot Block Sec/Sub. Alter ❑ Zoning Parcel # Repair p Fire Zone Enlarge p Type of Const. aa: Name Move p # Stories z Address Demolish ❑ Front ft. CI Phone Grade E] Depth ft. Nome Approvals Fees 0 uu Address Assessment Permit City Phone Water & Sew. Surcharge Police Plan check ~,W Name Fire SAC Address Eng. Water Conn. U(9 aW Ci Phone Planner Water Meter Council Road Unit I hereby acknowledge that I have read this application and state that Bldg. Off. the information is correct and agree to comply with all applicable APC Total State of Minnesota Statutes and City of Eagan Ordinances. Signature of Permittee A Building Permit is issued to: on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official Q Penult # Date Issaed Permittee Plumbing Mechanical INSPECTIONS DATE INSP. Rough-In Final Footings . Date Insp. Date Insp. Foundation _ Plumbing Frame/ins- Mechanical Final Remarks: /0"6-r0 s, Dot Q Aar &7Y. ~ CITY OF EAGAN 3795 Pilo Knob Road Eagan, MN 55122 N@ 5831 PHONE: 454.8100 BUILDING PERMIT APPLICATION Receipt # To be used for Est. Value Date 19 Site Address Recreation Hfll7~ Erect ❑ Occupancy Lot ~ Block ~ See/Sub. 3 J Alter ❑ Zoning Parcel # epair ❑ Fire /Z/o e urge ❑ Typc%f Const - W Name M ❑ eStories z Address - De olish ❑ Front ft. ° City plane 6 /de ❑ Depth ft. :Address ame Apprardls Fees 0 u~ Assessry+ent Permit Phone Wa~!& Sew. Surcharge Police Plan check Uw Name j Fwire SAC Address Eng. Water Conn. <w City Phone Planner Water Meter Council Road Unit 1 hereby acknowledge that I have read this application and state that Bldg. Off. the information is correct and agree to comply with all applicable APC Total State of Minnesota Statutes and City of Eagan Ordinances' Signature of Permittee A Building Permit is issued to: on the express condition that all work shall be done in accordance with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Building Official hR eques void 15 iRil request -~01- ~Q8s.s from waths No 09-9587 -12la- Request /Date Fire No. Ron Rgped?lnspection RReady Now ❑ Will Notify Inspec - 9-/ ' OV/ ❑Yes RN- for Whan Ready Licensed Electrical Contractor I hereby request inspection of above ❑ Owner electrical work installed at: Street Address, Box or Route No. City 3515 120th St. W. Eagan ehUon No. Township Name or No. Range No. County Dakota 0,,c.paot(PRINT) Phone No. Jack Butwin Memorial Cam 423-1485 Power Supplier Address Electrical Contractor (Company Name) Contractor's License No. orri rean Electric Com an 0 39549 8 Mailing Addss (Contractor or Owner Making Installation) P.O. Box 475, Rosemount, MN 55068 Autho zed SiB^ature ont~r f~or~/O'wner Making Installation) Phone Number l 4 M J 423-1131 MINNESOTA STATE BOARD OF ELECT TY THIS INSPECTION REQUEST WILL NOT Griggs-Midway Bldg. - Room N-191 BE ACCEPTED BY THE STATE BOARD 1621 University Ave., St. Paul, MN ;q514 UNLESS PROPER INSPECTION FEE IS Phone 1612) 297-2111 ENCLOSED. Cam" REQUEST FOR ELECTRICAL INSPECTION J .-aa-o See instructions for completing this form on back of yellow copy. /7 rte' 7 "X*' Below Work Covered by This Request Nw4Addj Rep. Type of Building Appliances Wired Equipment Wired '4, Home Range Temporary Service Duplex Water Heater Lighting Fixtures Apt. Building Dryer Electric Floating Commercial Bldg. Furnace Silo Unloader Industrial Bldg. Air Conditioner Bulk Milk Tank Farm Other (Specify) Other (Specify) t er Specify Other Other Compute Inspection Fee Below # Fee Service Entrance Size # Fee Feeders/Subfeaders # Fee Circuits r /7,o4 0 to 200 Amps 0 to 30 Amps 0 to 30 p Above 200 Amps 31 to 100 Amps 31 to 100 Amps Swimming Pool Above 100_Am s Above 100-Amps Transtormers Irrigation Booms L;j Partial,'Other Fee Signs Special Inspection S .Rt Remarks 4>A-V TOTAL FEE/~~, fl Rough-in Oate //I, the Eleetr oral ~~CJ Inspector, hereby certify that the eboye Final / D~te /9 'nspection has been 66 made. This request void 18 months from P p 1 -5~ ~ -,t s from 7 Dateofthis Request March 13, 1981 Fire No. T 261 94 I, as G Licensed Electrical Contractor 11 Owner, do hereby request inspection of the above electri- cal wiring installed at: Street Addressor Route No. 3505 120th $S. W . Cii Eagan Section 35 Township 27N Range 23W County Dakota Which is occupied by Jewish Community Canker Butwin Camp (Name of Occupant) Is a Foughin inspection required on this job? No P9 Yes D Ready Now IN Will Call 0 Power Supplier D.E.A. Address Farmington Corrigan Electri c Co. 39549 Electrical Contractor Contractor's License N' (Company Name) Mailing Address 3065 145th St. W. Rosemount, Minn. 55068 (E act c contractor ar Owner Making Thls InstaOat ton) Authorized Signature Phone N0A~3-1I31 ~.j ['t~j'I~] (Electrical Contract br Owner Making is InstailetJon) State ed by the Ti in pection request will not he limed _ oerd unless proper inspection fee is enclosed; minnesota State aoarrr or tlectrlclty Griggs Midway Bldg. - Boom N191 - / EB-00001-02 t~ 1821 University Ave.. St. Paul, Minn. 55104 - Phone 297.2111. r REQUEST FOR ELECTRICAL INSPECTION ° 26194 HECK BELOW WORK COVERED BY THIS REQUEST Type of Budding. New Add. Rep. Check Appliances Wired Fox Check Equipment Wired For - Home ❑ ❑ ❑ Range ❑ Temporary Wiring ❑ Duplex ❑ ❑ ❑ Water Heater ❑ Lighting Fixtures ❑ Apt. Bldg. ❑ '3 ❑ Dryer ❑ -Electric Heating ❑ Commercial Bldg. ❑ ❑ ❑ Fumace ❑ ' o Unloader ❑ Industrial Bldg. ❑ ❑ ❑ Av Conditi F~,) Ik Milk Tank ❑ Farm ❑ ❑ ❑ List ist Others Others Othe&g rQUrIC ❑ ❑ Here Here COMPUTE INSPECTION FEE BELOW Service Entrance Size: # Fee Feeders& Subfeeders: # Fee Circuits: # Fee 0 to 100 Amps . 0 to 30 Amperes t 0 o 30 Amperes 3 .00 101 to 200 Amps. _ 31 to 100 Amperes 4;Ainimumfte- Above 200 Amps. Above 100 Amps. bove IOQ_Amps. Remarks 1 to 100 Amperes Transformers 11 Remote Control Circ. artial or other fee Signs _ Special Inspection TOT AL Ep-JO 14.00 1, the Electrical Inspector, hereby certify that the above inspection has been~m (Rough-in) I Date (Final) Z Date This request void 18 months from This rAquest void GCj R s,c t from - I/ 54501 ~scc t~° Request Uate Fire No. Rnughhr lnspection Reyurred? - ieady Now E] Will Notify, InsPec- June 30 1981 L1 p Yo' W No on When Randy -LiRenscd Electrical Contractor I hereby request inspection of above 0 Owner - electrical work installed at: Street Address, Bor.or Route No. City W. 120th St. Eagan ecuon o: .TOwnshi Fl-Name or No. Nange-NO. County Dakota Occupant (PRINT) - - Phone No. Jake Butwin Memerdiel Camp Power Supplier - Address i G..EF. Farmington Electrical Contractor {Company Nomel' - - -Contractor's Lice se'No. - Corrigan Electiic Co. A39549 Mailing Address ICcntracto, or Owner Making Instai.Iation) - - 3065 145th St. Rl. Rosemount, Minn 55068 -Auth ized S'ignature'(Contractor/Owner Making lnstallatiool :-.--Phone:NUmber. 423-1131 E MINNESOTA STATE'80 BD OF.ELECTRICI THIS INSPECTION REOMST.WILL NOT 'Griggs-Midway Bldgo, -Room N-187 BE ACCEPTED BY THE STATE BOARD 9821 Universit, Ava:, St: Paul', ~MN ....4 UNLESS PROPER iNSPECTION.FEE IS ENCLOSED. 18121 29]-]111 REQUEST FOR ELECTRICAL INSPECTION EB-00001-03 ~ See inshuctions for completing this form on back of yellow copy. J~yIO O 5'4501► / LCr ~ -X" Below Work Covered by This Request Now Add Rap. Type of Building Appliances Wired Equipment Wired Home Range Temporary Service Duplex Water Heater Lighting Fixtures Apt. Building Dryer Electric Heating Comercial Bldg. Furnace Silo Unloadm Indusmtrial Bldg. Air Conditioner Bulk Milk Tank Farm Omer Sporn a Onc(~r (Specify) Lher Specify Cher Other Compute Inspection Fee Below N Fee Service Entrance Size N Fee Feeders/Subleaders M Fee Circuits 0 to 100 Amps 0 to 30 Amps 0 to 30 Ant s 101 to 200 Amps 31 to 100 Amps 31 to 100 Amps Ahove 200 Amps Above 100Amps Above 100_Amps Transformers Remote Control Circ. Partial-'Other Fee Signs 'SpecialnsF>ect ion Rettm rks 4 20.50 TOTAL F E~,gj Rough Dale'~~ I the Elac trico t -7'Inspector, hereby r?w Final , O~e certify that the above d= "YgW inspection has haen made. This request void 18 months born L ~i $s1r s .~S Thisreyug6t•roid F c., 06 18 months from S 77407 Date of this Request Hug. 25, 1980 Fire No. 1, as nLicensed Electrical Contractor ❑ Owner, do hereby request inspection of the above electri- cal wiring installed at: 3555 120th St.UI. Eagan Street Address or Route No. City Section Township Range County Dalmota Which is occupied by Jack Butluin meemorial Camp (Name of Occupant) Is a roughin inspection required on this job? No)M Yes ❑ Ready Now ❑ Will Call @t Power Supplier D.E.A. Address Farmington, Minn. Corrigan Electric Co. A37673 Electrical Contractor Contractor's License No. _ (companY Name) Mailing Address 3065)6 45th ~S. U . Rosemoutmomm. 55068 (Electrical C tractor or Owner Making This installation) Authorized Signature Phone No. 423-1131 (Electrical on or or Owner M k 9 This Installation) 6 v~ moo A V` ©IT s inspection request will not be accepted by the State Board unless proper inspection fee is enclosed. Minnesota State Board of Electricity Griggs Midway Bldg. - Room N191 f , 4L EB-00001-02 1821 U,fversity Ave.. St. Paul. Minn. 55104 -Phone 297.2111 ~bb REQUEST FOR ELECTRICAL INSPECTION CHECV BELOW WORK COVERED BY THIS REQUEST 77407 T e of Budding New Add. Rep. Check Appliances Wired For Check Equipment Wired For Hume ❑ ❑ ❑ Range ❑ Temporary Wiring ❑ Duplex ❑ ❑ ❑ Water Heater ❑ Lighting Fixtures ❑ Apt. Bldg. ❑ ❑ ❑ Dryer El Electric Heating ❑ Commercial Bldg. :1 El El F.". Silo Unloader El Industrial Bldg. :1 El El Au C ition Bulk Milk Tank ❑ Fazmr ❑ ❑ ❑ List List Other ❑ ❑ Herers Here s COMPUTE INSPECTION FEE BELOW H 111 Service Entrance Size: # Fee Feeders&Subfeeders: # Fee Circuits: 0 to 100 Am s. • 50 - 0 to 30 Am eves 0 to 30 Amperes 101 to 200 Amps. 31 to lOO Am res 31 to 100 Amperes Above 200_Amps. Above 100 Amps. Above 100 Am s. Transformers Remote Control Ciro. Partial or other fee Signs Special Inspection Minimum fee $5,00- Remarks TOTAL FEE , j r J 0 •00 1, the Electrical Inspector, hereby certify that the above inspection has been made. (Rough-in) Date (Final) Date This request void 18 months from Grigg minnesoia grace noara . or nity Griggs Midway Bldg. -Room Room N19 N191 EB-00001-02 1821 JJ -varsity Ave., St. Paul, Minn. 55104 -Phone 297-2111 RQUEST FOR ELECTRICA41NSPECTION 58294 CHECK BELOW WORK COVERED IN THIS REQUEST Type of Building New Add. Rep. Check Appliances Wired For Check Equipment Wired For Home ❑ ❑ ❑ Range ❑ Temporary Wiring ❑ Duplex ❑ ❑ ❑ Water Heater ❑ Lighting Fixtures ❑ Apt. Bldg. ❑ ❑ ❑ Dryer ❑ Electric Heating ❑ Commercial Bldg. ❑ ❑ ❑ Furnace Silo Unloader ❑ Industrial Bldg. ❑ ❑ ❑ Av Con inner Bulk Milk Tank ❑ List List Farm ❑ El El (1[herq Others>} Other A9 ❑ 11 ❑ Here _ Here 1 COMPUTE INSPECTION FEE BELOW Service Entrance Size: # Fee Feeders& Subfeeders: # Fee Circuits: # Fee 0 to 100 Amps. 0 to 30 Amperes 0 to 30 Am eres 1 101 to 200 Amps.. 31 to 100 Amperes 31 to 100 Amperes Above 200_Arnps. Above 100 Amps. Above 1 OQ_Amps. Transformers Remote Control Circ. Partial or other fee o Signs Special Inspection Minimum fe Remarks TOTAL F /O ' O Whale I, the Electrical Inspector, hereby certify that the above inspection has been ma e. (Rough4n) Date (Final) This request void 18 months from EAGAN TOWNSHIP N9 260 BUILDINIS PERMIT Owner . Eagan Township Address (press ) Fqq C/ta..~ Town Hall Builder - ~j. Date . Address R. Y.....`. DESCRIPTION Stories To Be Used For Fron Dae/pth Height Est. Cost Permit Fee Remarks LOCATION Street, Road or other Description of Location Lo! Block Addition or Tract V -9-of 24~1 O'S This permit does not authorize the use of eels, roads, alleys or sidewalks nor does t ive ! owner or his agent the right to create any situation which is a nuisance or which presents a hazard to the hea th, safely, convenience and general welfare to anyone in the community. THIS PERMIT MUST E KEPT N/tTH~ E PRZnMI~S WHILE THE WORK IS IN PROGA SS. This is to certify, that -.......has permission to erect --------.upon the above desc 'bed the provisions of the Building Ordinance for gan Township adopted April 11, 1955. 1 - Per Chairman of To and Building Inspector EAGAN TOWNSHIP BUILDING PERMIT N? 2584 Owner l.<..t:S'..... .N.'-...s-,~ `~'°-"o Cr--r<Eagan Township Address (present).5.....5~'....5.........e: Town Hall Builder n Aa-,6 Date ..._U--.:°..hl.--------.......... Address .._`.....`-"1f•° DESCRIPTION Stories To Be Used For _Front Depth I Height Est. Cos! 'Permit Feel Remarks 11,5` ~ <1 3-.t ,D s~ ~ ~I,~ l'h~y ` "~S' ' `fie'' -J /'{LOCATION /T I1" O ✓ [J Street, Road or other Description of Location Lo! Stock Addition or Tract D~0-4500 Old S/ This permit does not authorize the use of streets, roads, alleys or sidewalks nor does it give the owner or his agent the right to create any situation which is a nuisance or which presents a hazard to the health, safety, convenience and general welfare to anyone in the community. THIS PERMIT MUST BE KEPT ON THE PREMISE WHILE THE WORK IS IN PROGRESS. _ This is to certify, fhal...--4/,5a.:<c :c.°........A-i ............has permission to erect aux.=w... ^.:.^.:u::.. _upon the above described premise subject to the provisions of the Building Ordinance for Eagan Towns14 adopted April 11. 1955. x.t. --.A. . Per .CQ..--...... `'...._.....'..g'.....P........... hairman~Tnwn Board Buildin Ina actor y M I N N E 5 0 n~ n~~ nn ~ D ' u ,IUL 0 E 2005 DEPART ENToFHEALTH LI ~ C"y7 J Protecting, maintaining and improving the healthofal(Minnesotans BY June 30, 2005 Jewish Community Center of St. Paul 1375 St. Paul Avenue St. Paul, Minnesota 55116 Gentlemen/Ladies: Subject: Food and Beverage Equipment at Camp Butwin Lodge Building, Eagan, Dakota County, Minnesota, Plan No. 054589 We are enclosing a copy of our report covering an examination of plans and specifications on the above-designated project. The plans and specifications appear to be in general compliance with the standards of this department. Please see the enclosed report for additional changes and/or comments. It is the project owner's responsibility to retain the plans at the project location. Ten working days prior to completion of the project, please contact Ms. Pamela Steinbach with our Metro district office at 651/632-5147 in order to arrange for a final on-site inspection. If you have any questions in regard to the information contained in this report, please contact me at 651/215-0862. Sincerely, Steve Craig Public Healt Sanitarian Environmental Health Services P.0_ Box 64975 St. Paul, Minnesota 55164-0975 SJC:jlr Enclosure cc: Larson Brennek Architects Mr. Dirk House, Plumbing Inspector Ms. Pamela Steinbach, Minnesota Department of.Health General Information: (651) 215-5800 ' TDD/TYY: (651) 215-8980 0 Minnesota Relay Service: (800) 627-3529 • w ..health.state.mn.us For directions to any of the MDH locations, call (651) 215-5800 0 An equal opportunity employer t MINNESOTA DEPARTMENT OF HEALTH Division of Environmental Health REPORT ON PLANS Plans and specifications on food and beverage equipment: Camp Butwin Lodge Building, Plan No. 054589 Location: Eagan, Dakota County, Minnesota Date Examined: June 30, 2005 Date Received: June 29, 2005 Submitted by: Larson Brennek Architects, 807 North 4th Street, Stillwater. Minnesota 55082 Ownership: Jewish Community Center of St. Paul, 1375 St. Paul Avenue, St. Paul, Minnesota 55116 The following are corrections or requests for additional information necessary before construction of your project: 1. Food and Beverage service equipment must meet the applicable standards of NSF International. Evaluation to these standards by ETL and UL are also approved. The proper sticker must be. displayed.. 2. Primary food preparation surfaces (tables/counters) must be of stainless steel construction in compliance with Standard No. 2 of NSF International. 3. Provide an NSF approved ventilation hood over cooking equipment which will capture and eliminate moisture, vapors, smoke, fumes and grease laden vapors. Commercial hood ventilation systems shall comply with the 2004 Minnesota Mechanical Code, which adopts NFPA 96-2001, the 2000 International Mechanical Code and the 2000 International Fuel Gas Code with amendments. Ventilation hoods must overhang the cooking line by at least six inches on both ends. A performance test may be required by the building official to verify proper operation. 4. Sink bowls must be large enough to accept the largest utensil to be cleaned. 5. Provide adequate facilities to air dry a minimum of three racks of washed " utensils and equipment from the hot water dishmachine. r Camp Butwin Lodge Building -2- June 30, 2005 Food and Beverage Equipment Plan No. 054589 6. Floors in kitchens; bar; other rooms where food is stored, prepared or washed; dressing or locker rooms and toilet rooms shall be smooth, nonabsorbent and easy to clean, and durable. a. Approved floors include commercial grade quarry tile, 1/8-inch vinyl tile, ceramic tile, terrazzo and an epoxy resin surface with a 5 mil application installed on a smooth concrete surface. b. A 4-inch coved base integral with.the flooring installed at the floor/wall juncture. 7. Approved walk-in flooring material includes: a. properly installed quarry tile or ceramic b. a factory provided metal floor c. epoxy resin 8. Wall surfaces in food preparation, dishwashing and storage areas shall be smooth, light colored, easily cleanable and nonabsorbent to the highest level of splash or spray. a. Sheetrock with an enamel paint finish meets the minimum standards for nonsplash and dry storage areas. b. Wall surfaces in splash zones or high moisture areas such as dishwashing, hand and janitorial sink areas, etc., must be finished with durable, nonabsorbent materials such as: 1) a fiber glass reinforced paneling (FRP), or 2) ceramic tile. 9. Ceilings in food preparation, dishwashing, food storage areas, and bar areas shall be smooth, nonabsorbent, light colored, easily cleanable, and must not be perforated, fissured or textured. 10. Walk-in cooler shelving must be NSF International approved stainless steel, factory precoated epoxy, or other materials designed for this type environment. Chrome or zinc shelving is not approved. 11. Provide effective shielding, such as plastic shields, plastic sleeves with end caps, shatterproof bulbs and other approved devices for all artificial lighting fixtures in areas where there are exposed food, clean equipment, utensils, and linens, or unwrapped single-service and single-use articles. 1 Camp Butwin Lodge Building -3- June 30, 2005 Food and Beverage Equipment Plan No. 054589 Install a sufficient number of vapor-proof light fixtures in the walk-in cooler and/or freezer to provide a minimum of 10 foot-candles of light throughout the unit(s). 12. Condensate from walk-in refrigeration equipment shall be drained to a floor drain located outside of the unit, or the unit shall be equipped with an evaporator pan. Approved: Steve Craig Public Health anitarian Environmental Health Services P.O. Box 64975 St. Paul, Minnesota 55164-0975 c~k ~I l o} 1 (310 S-E&(0 v\ fir- 2004 COMMERCIAL BUILDING PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 . 1 U - 13 ` g(a Telephone # 651-675-5675 FAX # 651-675-5694 a 2139 4 • • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1) " • Landscaping Plans (2) • Key Plan (1) • Project Specs (1) • Code Analysis (1) • Master Exit Plan (1) • Spec. Insp. & Testing Schedule • Certificate of Survey (1) • Energy Calculations (1) not always" • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lighting Form (1) not always" • Meter size must be established • Meter size must be established • Meter size must be established-if applicable I • Project Specs (1) I • Energy Calculations (1) " I I • Electric Power & Lighting Form (1) 1 • Master Exit Plan (1) I 1 • Emergency Response Site Plan (1) 1 • Soils Report (1) 1 • SAC determination - call 651-602-1000 • SAC determination -.call 651-602-1000 SAC determination -call 651-602-1000 Call MN Dept of Health at 651-215-0700 for details regarding food & beverage or lodging facilities. Contact Building Inspections for sample and if required when it states "not always". Permit for new building or addition will not be processed without Emergency Response Site Plan. Date Construction Cost 11JQ Site Address 6141S B u11n111J Unit/Ste # Tenant Name JEWJ-St4 COMM(JIJ I- --e CEt I ~f'2 Former Tenant Name Description of Work I' Jew unx) s~ Wl 1o:11.-& Property Owner -JI-5LJl!544 C4'JMwPirw(.E4C(tK Telephone # (&!5( OF ST• Vpa- Contractor 1D1+1Paj sCSi3m GD"Srfct V:rla4 J Address 1410 G-eUV Aal 5t, city 3T. f)N JL State Mo. Zip 5511`7 Telephone#(4X1) 488--`75S Arch/Engr LAa5C*J 13E1514,1 M AgCk ITECTS Registration # /77 ~ 9 Address 0 07 rV U P~77-1-- ST- City 6TIU-L04-7-E-~e- State S-TI 11 t R MI.1. Zip GS05Z Telephone # ((,G)) Licensed plumber installing new sewer/water service: I aW- Phone ( 9 c 2Q84 T= -J I hereby apply for a Commercial Building Permit and acknowledge that the information,,is comp e A ;d acc ate; that the work will be in conformance with the ordinances and codes of the City of l agan t -e-of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. LoteE,,l IILI I U i1 Ott-(` c Applicant's Printed Name Applicant's Signature OFFICE USE ONLY Sub Types ❑ 01 Foundation ❑ 26 Public Facility ❑ 30 Accessory Building - ❑ 14 Apartments X 27 Commercial/Industrial ❑ 32 Ext Alt-Apartments ❑ 15 Lodging ❑ 28 Greenhouse ❑ 34 Ext Alt-Commercial ❑ 25 Miscellaneous ❑ 29 Antennae ❑ 35 Ext Alt-Public Facility ❑ . 37 Nail Salon Work Types 31 New ❑ 35 Int Improvement ❑ 38 Demolish (Interior) ❑ 44 Siding ❑ 32 Addition ❑ 36 Move Bldg. ❑ 42 Demolish (Foundation) ❑ 45 Fire Repair ❑ 33 Alteration ❑ 37 Demolish (Bldg)` ❑ 43 Reroof ❑ 46 Windows/Doors ❑ 34 Replacement *Demolition (Entire Bldg only) - Give PCA handout to applicant I Soo o s e 061~ sep"*t~o Valuation + + W Occupancy h Z MCES System Census Code 318 Zoning •b City Water SAC Units o Stories t 1941' Booster Pump Nbr. of Units Sq. Ft. 101-47-0 PRV Nbr. of Bldgs 1 Length X04+-•0'° Fire Sprinklered 9 Type of Const y Width Required Inspections ✓ Footings (new bldg) ✓ Insulation Footings (deck) Final/C.O. Footings (addition) _ Final/No C.O. Foundation _ Other Drain Tile ✓ Roof ✓ Ice Pr _ Decking _ Insul ✓Final _ Pool _ Figs _ Air/Gas Tests _ Final ✓ Framing _ Siding _ Stucco _ Stone ✓ Fireplace ✓R.I. /Air Test %e' n=l _ Windows Approved By: Planning l.WArf~ Building Inspector ^ Base Fee $ , 528- 7r Surcharge $ZO. " Plan Review 511S 43 . &I MCES SAC City SAC Water Supply & Storage (WAC) S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Copies Water Trunk Sewer Trunk Other L *A10 9~,Ne.- 74y o Total City of Eap Me TO: DALE SCHOEPPNER, CHIEF BUILDING OFFICIAL DALE WEGLETTNER, FIRE MARSHAL PAUL OLSON, SUPERINTENDENT OF PARKS MIKE RIDLEY, SENIOR PLANNER CAROL TUMINI, UTILITY BILLING CLERK TIM PAHR, ENGINEERING TECHNICIAN LEON WEILAND, CONSTRUCTION INSPECTOR TOM COLBERT, PUBLIC WORKS DIRECTOR JOHN GORDER, DEVELOPMENT/DESIGN ENGINEER TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT PAUL HEUER, SYSTEMS ANALYST ERIC MACBETH, WATER RESOURCE COORDINATOR MARK ANDERSON, ELECTRICAL INSPECTOR SCOTT PETERSON, PLUMBING INSPECTOR CRAIG NOVACZYK, SENIOR INSPECTOR MIKE LENCE, SENIOR INSPECTOR FROM: TERRY ZELENKA, COMBINATION INSPECTOR DATE: JUNE 27, 2005 SUBJECT: FINAL INSPECTION FOR CAMP BUTWIN LODGE 945 BUTWIN ROAD LEGAL: LOT 1, BLOCK 51, SECTION 35 The Protective Inspections Division will be performing a final inspection at 945 Butwin Road on July 25, 2005. If you are requesting that the Certificate of Occupancy be held, please fill out the proper hold request form. Failure to return the hold request form will be considered your approval. The person, or department, requesting the hold is responsible for notifying and resolving any problems with the affected parties. ,t O MEMORANDUM, ~1, „y TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT #31 LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: SEPTEMBER 7, 2004 RE: PLAN REVIEW FOR CAMP BUTWIN LODGE BUILDING 945 BUTWIN ROAD LEGAL: LOT 1 BLOCK 51 SECTION 35 The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication METER SIZE ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ Yes ❑ No PRV Required FKIAA MEMORANDUM'S .~N , I TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT #31 LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN CORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: SEPTEMBER 7, 2004 RE: PLAN REVIEW FOR CAMP BUTWIN LODGE BUILDING 945 BUTWIN ROAD LEGAL: LOT 1 BLOCK 51 SECTION 35 The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: ~10j e P I7 ,,rz_e.~-t~ SS ess fv ~c :nec-f91_E~o ~r s f-D ASD b(a~t dicate any fees that are to be collected with the building permit: AMOUNT Yes ❑ No landscape securi ty required ZONING? ❑ Yes No water quality dedication METER SIZE ❑ Yes No park dedication ❑ Yes No trail dedication ❑ Yes No tree dedication ❑ Yes ❑ No PRV Required - d is l> 1 I MEMORANDtM TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT #31 LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: SEPTEMBER 7, 2004 RE: PLAN REVIEW FOR CAMP BUTWIN LODGE BUILDING 945 BUTWIN ROAD LEGAL: LOT 1 BLOCK 51 SECTION 35 The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: R"AAro v'~--~ Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication METER SIZE ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ Yes ❑ No PRV Required -~~7 .p, I.V MEMORA NDUM 111111-, 2111h~!,i TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT #31 LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: SEPTEMBER 7, 2004 RE: PLAN REVIEW FOR CAMP BUTWIN LODGE BUILDING 945 BUTWIN ROAD LEGAL: LOT 1 BLOCK 51 SECTION 35 The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication METER SIZE ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ ~e¢/ ❑ PRV Required MEMORANDUM Ills e ifl, k N 61 r-9O~ TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT #31 LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN 1 -NIOW. CRAIG NOVACZYK, SENIOR INSPECTOR DATE: SEPTEMBER 7, 2004 RE: PLAN REVIEW FOR CAMP BUTWIN LODGE BUILDING 945 BUTWIN ROAD LEGAL: LOT 1 BLOCK 51 SECTION 35 The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: To ry (7ra,a, d Ihe~~ r a S~f o ~n r QJ a, /c01)o()7194 -)z b~ H~ ~~~m ~Y _ u9~/l G~~~~.J ~ ~f'~roo ~ a~✓P,.c%re~ f7 Indicate any fees that are to be collected with the building permit: AMOUNT ql~ ~y ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication METER SIZE ❑ Yes ❑ N park dedication ❑ Yes ❑ o trail dedication ❑ Yes ❑ o tree dedication ❑ Yes ❑ o PRV Required 9-1-94- MEMORANDUM TO #31 TOM STRUVE SUPERINTENDENT OF STREETS & EQUIPMENT ttLEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: SEPTEMBER 7, 2004 RE: PLAN REVIEW FOR CAMP BUTWIN LODGE BUILDING 945 BUTWIN ROAD LEGAL: LOT 1 BLOCK 51 SECTION 35 The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: OK 7 , +heer h~. Sfprn 5ewe~ Trunk Coina-C-,4r'D7 Ll e- mu ay1-zg-'nit reac-114 3 ia. {Act ~ym~ l+✓o65/.all -For l,~~fu(j5 Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication METER SIZE ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ Yes ❑ No PRV Required ✓ Sfor. Tw k- (nnna{.f,v,~ rJ2 y Hy MEMORANDUM TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT #31 LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: SEPTEMBER 7, 2004 RE: PLAN REVIEW FOR CAMP BUTWIN LODGE BUILDING 945 BUTWIN ROAD LEGAL: LOT 1 BLOCK 51 SECTION 35 The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes Cjll_No water quality dedication METER SIZE ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ Y" ❑ No PRV Required F a MEMORANDUM; i TO: TOM STRUVE, SUPERINTENDENT OF STREETS & EQUIPMENT #31 LEON WEILAND, CONSTRUCTION INSPECTOR DALE WEGLEITNER, FIRE MARSHAL ERIC MACBETH, WATER RESOURCES COORDINATOR GREGG HOVE, CITY FORESTER JOHN GORDER, ASSISTANT CITY ENGINEER KENT THERKELSEN, CHIEF OF POLICE MARK ANDERSON, ELECTRICAL INSPECTOR MIKE RIDLEY, CITY PLANNER PAUL HEUER, SYSTEMS ANALYST SCOTT PETERSON, BUILDING INSPECTOR TOM COLBERT, DIRECTOR OF PUBLIC WORKS TOM PEPPER, CHIEF FINANCIAL OFFICER LANE WEGENER, ENGINEERING TECHNICIAN FROM: CRAIG NOVACZYK, SENIOR INSPECTOR DATE: SEPTEMBER 7, 2004 RE: PLAN REVIEW FOR CAMP BUTWIN LODGE BUILDING 945 BUTWIN ROAD LEGAL: LOT 1 BLOCK 51 SECTION 35 The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication METER SIZE ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes No tree dedication ❑ Yes !0 No RV Required ~ w 41~dtV of eagan PAT GEAGAN September 20, 2004 Mayor PEGGYCARLSON LOREN WILLE CYNDEE FIELDS JAMES STEEL CONSTRUCTION 1410 SYLVAN ST MIKE MAGUIRE ST PAUL MN 55117 MEG TILLEY Council Members RE. 945 BUTWIN ROAD LODGE BUILDING THOMAS HEDGES Dear Mr. Wille: City Administrator We have started our review of the construction documents submitted in pursuit of obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. Unless otherwise noted, all references are Municipal Center: to the 2000 I.B.C. It is our goal that this review will help you in complying with the 3830 Pilot Knob Road applicable codes and we are, therefore, requesting that the items checked below be addressed: Eagan, MN 55122-1897 2 sets Architectural Plans 1 Project Specs Phone: 651.675.5000 2 sets Structural Plans 1 Energy Calculations 2 sets Civil Plans 1 Electric Power & Lighting Form Fax: 651.675.5012 2 sets Landscaping Plans 1 Master Exit Plan TDD: 651.454.8535 1 Code Analysis 1 Emergency Response Site Plan 1 Certificate of Survey 1 MC/ES SAC determination letter 1 Spec. Insp. & Testing Schedule 1 Soils Report Maintenance Facility. Fire Stopping Submittals 3501 Coachman Point If you have any questions regarding the above requirements, please do not hesitate to call Eagan, MN 55122 me at 651-675-5683. Thank you. Phone: 651.675.5300 Fax: 651.675.5360 Sincerely, /i TDD: 651.454.8535 )/4 (71-71 e,X llll w ..cityofmgan.com J. Craig Novaczyk !J Senior Inspector JCN/js THE LONE OAK TREE Encl. Electric Power & Lighting Form The symbol of strength Emergency Response Site Plan (example) and growth in our community city of czagan PAT GEAGAN September 21, 2004 Mayor LOREN WILLE PEGGY CARLSON JAMES STEEL CONSTRUCTION 1410 SYLVAN ST CYNDEE FIELDS ST PAUL MN 55117 MIKE MAGUIRE RE: 945 BUTWIN ROAD MEG TILLEY LODGE BUILDING Council Members Dear Mr. Wille: THOMAS HEDGES We have completed our review of the construction documents submitted in pursuit of obtaining a building pert rut for the above-referenced project. This review is not intended to be an exhaustive and City Administrator comprehensive report. Unless otherwise noted, all references are to the 2000 I.B.C. It is our goal that this review will help you in complying with the applicable codes and we are, therefore, requesting that the :c following items be addressed: 1. The shaft enclosures shall have a fire resistance rating not less than the floor assembly penetrated municipal Center. (2-hour). Section 704.4 1 3830 Pilot Knob Road 2. Opening for shaft enclosures shall comply with Table 714.2. 3. The supporting construction of the horizontal occupancy separation shall be protected to afford the Eagan, MN 55122-1897 required fire resistance rating of the fire barrier supported. The floor ceiling assembly in this case Phone: 651.675.5000 is a 2-hour fire barrier. Therefore, the supporting construction shall be 2-hour. Section 706.6 4. Provide details for platform framing. Fax: 651.675.5012 5. Indicate if the concealed area below the platform is to be used for storage. 6. Because an elevator is provided in this building, the handrail extensions shall comply with Section TD D: 651.454.8 535 1003.3.3.11.5. 7. Handrails are required on both sides of the stair leading from the platform to Room 214. 8. Provide details for exterior stair guards and handrails. Exterior stairs shall have handrails on both Maintenance Facility: sides. Opening limitations for guards shall comply with Section 1003.2.12.2. 3501 Coachman Point 9. One sink in the arts and craft room shall comply with MSBC Chapter 1341.0464. (See 1341.0405, Item K, Sub-Item (3) for reasons). Eagan, MN 55122 10. Provide details for attic accesses. Phone: 651.675.5300 11. Please revise your plan to comply with the items listed in this code review letter. Fax: 651.675.5360 If you have any questions, please do not hesitate to call meat 651-675-5683. Thank you. TDD: 651.454.8535 Sincerely, _<7 (/®N' www.cityofeagartxom 1 1. Craig Novaczyk Senior Inspector JCN/js THE LONE OAK TREE cc: Larson Brenner Architects, 807 N 4th Street, Stillwater MN 55082 The symbol of strength and growth in our community LARSON BRENNER 807 North Fourth Street g~lJp4 Stillwater, MN 55082 SEP Telephone: 6 5 1 - 4 3 0 - 0056 Facsimile: 6 5 1 - 4 3 9 - 1179 BY larsonbrcnnerCn aol.com September 28, 2004 Mr. Craig Novaczyk, Senior Inspector City • Eagan S ~G(\ Building Inspections Q 3830 Pilot Knob Road e ~F~ <vG\N Eagan, MN 55122 0 C~~~\yQ`l Re: Jewish Community Center of St. Paul Camp Butwin Lodge Bldg. Dear Mr. Novaczyk: I am writing in response to your letter dated September 21a pertaining to the review of the documents submitted for the building permit for the new Jewish Community Center of St. Paul Camp Butwin Lodge Building. My responses to the items identified in your letter are listed below and refer by number to the items listed in your letter: 1. The shaft enclosure located in Kitchen Room 204 will be 2-hour rated construction (See the attached revised drawings Al.1 and AU). 2. The only opening for the shaft enclosure referenced above is located in the exterior wall construction. 3. The supporting construction for the horizontal occupancy separation is protected with a 2-hour rated assembly as indicated (See the attached revised drawing A1.0). 4. The structural engineer of record will submit information for the platform framing under separate cover. 5. The concealed area below the platform will not be used for storage. 6. Handrail extensions will comply with IBC Section 1003.3.3.11.5. 7. Handrails will be located on both side of the stair leading from the platform to Room 214 (See the attached revised drawing A1.2). 8. The exterior stair guards will be similar in construction to the typical exterior guards detailed. They will comply with IBC Section 1003.2.12. Exterior stairs will have handrails located on each side complying with IBC Section 1003.3.11. Details for the stair guard and handrail conditions will be developed for construction. At that time they will be submitted for review and approval. 9. One sink and base cabinet station in Room 102 will be accessible based on MSBC Chapter 1341.0464 requirements (See the attached revised drawing A1.0 and A5.1) 10. Attic access panels will be provided in two locations as indicated (See the attached revised drawing A1.1). 11. The contents of this letter and the revised documents attached comply with the items listed in the initial code review letter. I am also including under cover of this letter the following items as requested in your letter dated September 20th: 1. Electric Power & Lighting Form 2. Emergency Response Site Plan Please contact me with any questions or requests for additional information necessary to complete the building permit review. It is my understanding that James Steele Construction, the general contractor for the project, anticipates starting work at the site on October 4'h. Sincerely, • Douglas Danks Larson Brenner Architects Cc: Loren Wille, James Steele Construction LARSON BRENNER EOCT 2004 M7 Noith Fotuth Street Stillwater. MN 55052 Telephone: 65I - 430 - 0056 Facsimile: 6 5 1 - 4 3 9 - 1179 larsonbrennerO.'a ol. com October 8, 2004 Mr. Craig Novaczyk, Senior Inspector City of Eagan Building Inspections 3830 Pilot Knob Road Eagan, MN 55122 Re: Jewish Community Center of St. Paul Camp Butwin Lodge Bldg. Dear Mr. Novaczyk: The following letter and enclosed attachments have been submitted in response to your review of the Camp Butwin Lodge Building for the issuance of the building permit for the project. I believe the responses documented have addressed your most recent review comments, as well as previous comments pertaining to the conditions for fire barriers and separations in the building. Section 302 Mixed Occupancies: The building qualifies as a Nonseparated Uses Mixed Occupancy with the entire building classified as an A2 Occupancy Type, the most restrictive of the uses for the building. The floor assembly between the Main Level and Lower Level will be 2-hour rated construction or protection of the supporting construction. Floor register penetrations and shaft penetrations through this horizontal fire barrier will be protected by 2-hour rated assemblies or construction. The shaft enclosure for Stair 111/212 is separated from the remainder of the building on both levels with a 2-hour fire barrier, the resulting fire area for the building on both levels is less than the 5000 square foot fire area limit for A2 occupancies established in Chapter 9. The 2-hour fire barrier occupancy separations previously located on the Main Level are no longer required under the nonseparated uses mixed occupancy criteria and have been eliminated. Chapter 7 Fire-Resistance Rated Construction: Wall assemblies requiring 1-hour rated construction will utilize U.L. Number U305 assembly for 1-hour rated fire-resistive period- Wall assemblies requiring 2-hour rated construction will utilize U.L. Number U301 assembly for 2-hour rated fire resistive period. Ceiling assemblies requiring 1-hour rated construction will utilize U.L. Number P522 assembly for 1-hour rated fire resistive period. Chapter 10 Means of Egress: Stair 111/212 will exit directly to a public way, rather than exiting through Hallway 211 as previously indicated. The door swing for Door #212 will remain as an inswing door. The depth of the landing at the Main Level has been increased by 4" to allow for the required 12" handrail extension at the exterior door. Please let me know your thoughts on the enclosed responses. Time is of the essence in resolving all the remaining life safety code issues prohibiting the issuance of the building permit. Sincerely, e4g;?,..om I las Danks Larson Brenner Architects Cc: Loren Wille, James Steele Construction CAIN BIRCH LAKE PROFESSIONAL BUILDING OUSE 1310 EAST HIGHWAY 96 ASSOCIATES, INC. WHITE BEAR LAKE, MN 55110 CONSULTING ENGINEERS (651) 426-9549 / FAX (651) 426-5048 October 6, 2004 L D OCT 0 7 2004 City of Eagan Building Inspections 3830 Pilot Knob Road By Eagan, Minnesota 55122 Attn: Craig Novaczyk Re: Camp Butwin Lodge Building Senior Inspector Eagan, Minnesota Project Number 2004-148 Gentlemen: This is to inform you that fire dampers will be installed at all main level floor register locations for the above referenced project. We will be issuing documentation to the contractors shortly and will copy you with that information. If you have any questions or comments, please do not hesitate to contact us. Very truly yours, Cain /O~usyeDAssociates, Inc. p, Wallace M. Ouse, P.E. WMO/dlj C: Doug Danks @ Larson Brenner Architects \\Compaq\projects\Projects\2004\2004-145\Doc\General\Lt W Fire dampen.doc 10/04/2004 14:35 9528882587 WENZEL ENGINEERING PAGE 01 WEI acC:mw Wenzel -Engineering Incorporated IV]MMA Ma Aa- S B wffiwoon, MN 35431 Te( 952-MM6516 Fier 952,88&2587 Fax To: Craig NovaczyWCity of Eagan From Patricia Cole DepL of Building Inspections Fwc 651-675-5012 Pages: 4 (Incl. coven Phmm 651-675-5000 Data 10.¢04 Ras Camp BuMrin/Stage Framing .lab !k 042-085.01 Cr. Doug Danks/Larson BrennerArch. Fwc 651-439-1179 Wgent X As Requested For Yaw Use Please Car n.m. X Cagy Mailed Craig, Attached is the requested information on Stage Framing for the Camp Butwin Lodge Building. Please contact me with any questions you have. Patty Cole EI 1111 it! 4 REVI~OE® BY DATE l0 Od OLE BUILDING INSPECTIONS DEPT. 10/04/2004 14:35 9528882587 WENZEL ENGINEERING PAGE 02 STRUCTURAL DRAWINGS FOR STAGE FRAMING . AT CAMP BUTWIN MAIN LODGE EAGAN, MN WEI Job No. 042-271.04 Prepared for LARSON-BRENNER ARCHITECTS 807 NORTH FOURTH ST. STILLWATER, MN 55082 I hereby certify that these Plans or Specifications sere prepared by roe or.ander my direct supervision and that:I am a duly registered Professional Engineer tinder the laws of the State of Minnesota. Date: Oct. 49 2004 Reg. No.: 16175 Patricia A. Cole, PE Wenzel Engineering Incorporated WEI 110,100 Me794n Ave. 5, - Btoomin8lon, MN 55487 PHONE 952-888-6516 - FAX 95b888.2587 10/04/2004 14:35 9528882587 WENZEL ENGINEERING PAGE 03 N r e 1.77 ITT (t ~k 1 ~ Sn 44n 1 ~ M1; i ^r,? 2x12 ~ I n II I I I I II 2x12 { I ®24" o-- G. I II I I I I I ' 2X6 ®16'0/G I I INE~I I II I I~ fY H , 2x12 x ®24' o c.~ nI I i STAOF. FRAMING PLAN %&E- I/4' = I'-O" GAME' MN ON-MEM ARGHITEG `I FMM, MN 801 N f`OURTI15Ti T ae 5T*E f mMIN6 STILLWATB~ MN 55082 °Q~a Ssrf' .A;:y'jM1•:- 'ImSlgfEa VRAYMO-pA[9J3mIm9 m CD A N m m A F+ a 2X12 RIM JOIST, 242 HI.O ftj TYR GOVT' SETFEN J01515 2Xb STUDS ® 16' 0/G 2X12 RIM J015T, GOVT N V W J 2X12 ,"ST5e TYP. GONGRETE TOPEIN6- 5EE F'!AN 296 5TUD KNEE WALi,TYP, m z N m r SECTION i 5TA&E FRAM 1 NCB A 1115K 5CALE: 3/4' : P-O' .,iS ~ v,cae •'r• r.cae /W m 4c=lp 50N- R ARGHI1fGT5 CAW DMW ~ owe wrw 1Wmme1 Hoaima Im. 80 f N. FOURT}I STREET EAGAN, H N STILLWAMT MN 55082 5TW FRAMING !CPS m~ce+m-swc namsvi m A - . H m CD A • N m m A A W VI 2X12 OLCGKIN5, TrP. HETFEEN JOISTS T w U GONG. BLOCK co 100 VV ® 46' O/G m Lq 2X12 JOISTS, TYP. 4 441/4' GOVT- FASTEN TO BLK WALL N I/2" 0 HIL71 SLEEVE ANCHORS AT 24' OIG z N m r m z m H mm m A i SECT. AT BLK. WALL K SCALE: 5N = IW OWN"- 4 him r uee ON-Fe~ ARCHITECTS DAMP BUtFUN n 8O1 STRET EMAN, ► N m STILLN 56082 STAbE RZ AMIN6 <~_m...~M~ 'ffi~1B ~69M1-PA1ti[1pH~! cn 651 439 1179 Sep 30 04 03:37p LARSON BRENNER ARCHITECTS 651 439 1179 p.1 LARSON BRENNF~Z ' 807 North Fourth Street Stillwater, MN 55082 Telephone: 651 -430 -0056 Facsimile: 6 5 1 - 4 3 9 - 1179 larsonbrennerLcaol.com September 30, 2004 Mr. Craig Novaczyk, Senior Inspector City of Eagan Building Inspections 3830 Pilot Knob Road Eagan, MN 55122 Re: Jewish Community Center of St. Paul Camp Butwin Lodge Bldg. Dear Mr. Novaczyk: I am writing in response to our telephone conversation on September 29'" regarding the issues of the horizontal fire barrier between the Main Level A2 and Lower Level A3 occupancies, and the rating of the shaft construction penetrating the floor assembly. The fire barrier separating the A2 and A3 occupancies is required based on the IBC Section 302.3.3 requirements for separated uses in a mixed occupancy building. After looking further into the issue, it would appear that by using the IBC Section 302-3.2, conditions for nonseparated uses in a mixed occupancy building, fire separations are not required between the various uses in the building. Unless other provisions of the IBC would require the 2-hour rated horizontal separation between the A2 and A3 occupancies, eliminating the fire barrier would eliminate the need for the protection of the steel and the fire dampers at floor grill locations. Please let me know your thoughts on this approach the issue of fire barriers in the mixed occupancy building. Sincerely, jagg~p • Douglas Danks Larson Brenner Architects Cc: Loren Wille, James Steele Construction aei>ao 7o Lam-- ~y ~d~%cl -T Fit S W 6 L6 46r W 6 C-k, W t'1 kt;' A- -ITT4 1-L ( A% 651 439 1179 Oct 04 04 03:49p LARSON BRENNER ARCHITECTS 651 439 1179 p.1 J LARSON BRENNER 807 North Fourth Street Stillwater, MN 55082 Telephone: 6 5 1 - 4 3 0 - 0056 Facsimile. 6 5 1 - 4 3 9 - 1179 la:sonbrenner maol.com October 4, 2004 Mr. Craig Novaczyk, Senior Inspector City of Eagan Building Inspections 3830 Pilot Knob Road Eagan, MN 55122 Re: Jewish Community Center of St. Paul Camp Butwin Lodge Bldg. Dear Mr. Novaczyk: I am writing in response to our telephone conversation on October 4th regarding the issues of the separating the occupancies in this mixed use building, and the rating of the shaft construction penetrating the floor assembly. Section 302.3.1 of the IBC states that the determination of the separation between occupancies in a mixed occupancy structure"... shall comply with Section 302.3.2 or 302.3.3 or combinations of these sections If the mixed occupancy condition of the Lodge Building is considered a combination of nonseparated and separated uses where the shaft enclosure for Stair 1111212 is separated from the remainder of the building on both levels with a 2-hour fire barrier, the resulting fire area for the building on both levels is less than the 5000 square foot fire area limit for A2 occupancies established in Chapter 9. The remainder of the building on both levels can then be considered under nonseparated uses in determining the mixed use occupancy separations for the building. In addition, the floor structure for the stair construction can be supported independently of the precast concrete plank floor structure for the remainder of the building's Main Level, eliminating the requirement for maintaining a 2-hour horizontal fire barrier for the entire Main Level floor structure. Please let me know your thoughts on this approach the issue of fire barriers in the mixed occupancy building. Sincer qapp~-- -0 VA Dou s Danks Larson Brenner Architects Cc: Loren Wille, James Steele Construction ~~6~bn1A~ 'fe 1 4 ~t ~ 1 o/5/aFf T*Ib WILL- F407- vWt~ ~e- W I-T't4-0 VS" /fir oVV4I4D -+O 9 q lD 2005 RESIDENTIAL BUILDING PERMIT APPLICATION 07-0.00 City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX 4 651-675-5694 New Construction Requirements Remodel/Repair Requirements Office Use Only 3 registered site surreys showing sq, ft. Of lot, sq. ft. of house; and all roofed areas 2 copies of plan Cad of Survey Recd _Y _N (20%maxunum lot coverage allowed) 1 set of Energy Calculations for heated additions Tree Pres Plan Recd _Y _N. 2 copies of plan showing beam & window saes; poured found design, etc. 1 site survey for additions & decks Tree Pres Required -Y _N l set of Energy Calculations Addition - indicate ff on-sde septic system On-sde Septic System _Y _N 3 copies of Tree Preservation Plan If lot platted after 7/1193 Rim Joist Detail Options selection sheet (buildings with 3 or less units) Date /d / 497 l D.~ Construction Cost u vy 0-0 Site Address . nf~ q~ Byf y6el Unit/Ste # Description of Work rc fi~fl f G~i p I~~V S Olif $ C' Multi-Family Bldg - Y LN Fireplace(s) x 0 _ I - 2 Property Owner /J &Aa e(/ ~jj~a4c m&--) Telephone # ((05'1 2~3 - y768 Contractor W/4-(7'/X 77 ~dytp+@~2{! Address /05s0 Gores S City brm-e State . 17) N Zip rj0&9 Telephone # (7H) 3f5_- 66 (1} COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Category 1 _ Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (J submission type) Submitted Submitted - • Energy Envelope Calculations Submitted iii 1/ In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? 1(^j Y _ N If yes, date and address of master plan: o>c, Licensed Plumber Telephone ) Mechanical Contractor Telephone # ( ) ` Sewer/Water Contractor Telephone ) I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. N I C-k :10hy150Y-~ Applicant's Printed Name App tcantl 's Si e ~gS~ipSo,sa 2005 FIRE SUPPRESSION SYSTEMS PERMIT APPLICATION City Of Eagan 3830 Pilot Knob Road, Eagan Mn 55122 Jul° 2w 7 0005 IUII' Telephone # 651-675-5675 Fax # 651-675-5694 J Requirements: 2 complete sets of drawings and specifications L - - cut sheets on materials and components to be used Date / 241 Site Address: aZ6) rte . + ~ - N S 1pg t/w Tenant / Building Name: y 14kt,4- The Applicant is: Owner Contractor Other PROPERTY OWNER C y = Fw,', Address: 2 0 l7 f r/✓ City: State: ~7N Zip: S 3 CONTRACTOR / v yr ti< t r ~e y ~1 F' h„ A S r-,.,1 y MN License Address: q t(115- ice/, 7 7 t~ Sf f ~Z %City: /1i! n n p u . `5 ~5 ,2 - 3 o State: A01 Al Zip: S Phone* ESTIMATED COMPLETION DATE: -7 l l 05- FIRE PERMIT TYPE: Sprinkler System of heads _ Fire Pump Standpipe Other: / hss / R-IV ,Z t4 L 300 y~ys h WORK TYPE:i New _ Addition _ Alterations _ Remodel Other: DESCRIPTION OF WORK: Commercial _ Residential Educational Other: Please continue on reverse side PERMIT FEE: $50.50 Minimum Fee (includes State Surcharge) Contract Value $ 1125-06) x .01 = $ 11,25- Permit Fee • If Permit Fee is $1,000 or less, add $.50 $ State Surcharge If Permit Fee is over $1,000, add $.50 per $1,000 Permit Fee 3/4" Displacement Fire Meter - $161.00 $ TOTAL FEE: $ I hereby apply for a Fire Suppression System permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. J,r~/e P144,5;6 1-r " Applicant's Printed Name Applicant's Signature DO NOT WRITE BELOW THIS LINE REQETIREDINSPECTIONS Hydrpstatc Flow Alarm Dram Test, Rough In Tnp : -Put itgZest QenYral Stanton Final Conditions of Issuance: PermitAppxnvedby: t~U4 bate: - i , 2005 COMMERCIAL MECHANICAL PERMIT APPLICATION l ✓I s A- City Of Eagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 Please complete for: commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit Date Site Street Address ~Gff / qa~ ~c~ v✓t MA/S~ Unit # Tenant Name (if applicable) Previous Tenant Name Property Owner C14 &a Telephone # ( ) Contractor Street Address -<=,/A E City L7YV r.ae z State Al zip Telephone # (2 0 ) O Z~/ - /~/9r Bond Expires: The Applicant is Owner Contractor Other Work Type New Construction - Underground Tank - Install -Remove *"see below Interior Improvement _ Install Piping -Processed -Gas Nature of Work: **When installing/removing underground tank, call for inspection by Fire Marshal and Plumbing Inspector Permit Fees: $70.50 Underground tank installation/removal 550.50 Minimum (includes State Surcharge) or Contract Value $ 11(P t M-Z2 x 1% _ $ 1160 Permit Fee • If permit fee is $1,000 or less, add $.50 $ , $Z) State Surcharge If permit fee is over $1,000, add $50 for r'\ every $1,000 pe Imit fee $ 11&0, S Cl Total Fee I hereby apply for a Commercial Mechanical Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Mechanical Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the ap~/pro/ved(plan in the case of work which requires a review and approval of plans. Y/G~/ag 1'"n ~u2~ni Applicant's Printed Name Applicant's SignatrlV Approved By: Inspector Date: - A 2004 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF EAGAN L+ 3 3830 PILOT KNOB ROAD, EAGAN NIN 55122 651-675-5675 Date d/~/ )ivy O Site Address kL Tenant Name ` Former Tenant Name Property Owner t s)i. C~ m m .w jr t. ~r Telephone # ( ) 0 5F F' Contractor IF),em SaAr S,~~ic .24.~ Address D? 6 2 t { S t 6 City State t hi t[ Zip 550439 Telephone # ("j) y3R-- V`t ( y The Applicant is - Owner _ Contractor Other Work Type _ New Bldg _ Add-on _ Repair _ RPZ _ PVB _ Irrigation system * Rain sensors r uired. Ter Wobschall to calculate fees. Description of Work Abbr.. 16n Al"Sc-1, 4f C. ~i~n45ev3e2 -F. E5-4&4,,1g (ST's ~ t o in uirke if Res Va Red ing Valvc is required on new scrvic call 651-675-5646 Prv%,ceE {r5 t6 Sb ~YbM 's-k ~c Meters - Call 651-675-5300 to verify that hydrostatic, conductivity, and bacteria tests passed prior to picking up meter. Irrigation Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Fire Size & Price 3/4" displacement $155.00 Domestic Size & Type Avg GPM Includes high demand devices? - Yes - No Flushometers _ Yes _ No PRV Required _ Yes _ No Permit Fee $50.50 minimum (includes State Surcharge) Contract Value $ x 1% = $ 0~ Base Fee $ Meter(s) Required on all new buildings & boulevard irrigation systems $ Radio Meter Read If base fee is $1,000 or less, surcharge is $.50 $ State Surcharge If base fee is over $1,000, surcharge is $.50 per $1,000 of the Base Fee Following fees apply only when installing new irrigation system $ Water Permit Contact Jerry Wobschall at 651-675-5024 for required fee amounts [DEC 76s20004 Treatment Plant Water Supply & Storage 1 State Surcharge - Total Fee I hereby apply for a Commercial Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Fagan and with the Plumbing Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Z4 t( wa V C.C[SoA._( Applicant' rimed Name Applicant's ature CITY USE ONLY REQUIRED INSPECTIONS: U.G. LO"4 Air Test - Gas Test / Rough In Final PLANS SUBMITTED APPROVED BY: / 111 LP~G¢ , BUILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings & boulevard irrigation systems- $141.00 • RPZ's must be rebuilt every five years. A minimum tee permit per address is required for RPZ rebuilding or repairing. • Water meters include copper horn/strainer, remote wire, and touch-pad meter. METERS REQUIRING A 4-HOUR ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 1-20 518" residential $121.00 4-120 1-1/2" irrigation syst $ 788.00 displacement sm commercial turbine" must receive maximum continuous approval 10 from Public Works 2-30 3/4" lawn irrigation $155.00 4-160 2" turbine Ig irrigation cyst $ 992.00 maximum displacement residential & continuous sm commercial production lines 15 3-50 1" displacement very Ig res $200.00 1/4 to 160 2" compound bldgs over $ 1,880.00 bldg to 24 units 65 units maximum sm commercial & continuous & Ig comm bldgs 25 irrigation systems 5-100 1-1/2" bldgs 25-64 units $488.00 maximum displacement & conlinuous most comm bldgs 50 METERS REQUIRING 30-DAY ADVANCE NOTICE. PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very Ig irrigation $1,338.00 6-500 4" compound +300 unit bldgs & $3,749.00 cyst & production very Ig comm bldgs lines 1/2-320 3" compound +200 unit bldgs $2,407.00 10-1000 6" compound +400 unit bldgs $6,124.00 very Ig comm bldgs very Ig comm bldgs 15-1000 4" turbine very Ig irrigation $2,384.00 syst & production lines Comments • To schedule inspection of the inside water line and backflow preventer, call 651-675-5675. • To arrange for water turn-on, call 651-675-5300. cc: Maintenance Division Clerical Technician Updated 5104 Qr<55"1R C. 1.¢S'f 90e)Sc. rv_ g1(~ 4., 50' S, ra e 0 .e k~ , E7CSrm WATER IBIS TO NAIL !!OUSE r-•• C aNECT 70 WYE AT SEPTIC TANK INLET 1.7 C.Y uv~ ! ~aR1J~~lf i I,. +!/i UH \ tiY ~ r unPln, 10' - TT HOPE O 373A FE f s r~ j-,INV 9775 i B 3yn'~J ! f : ~r a MM SANITARY SEWER LM TO MT Il i. NEW CAS''. / ?o ~ d2 11 :p' 1 rnn.rab pW ILA - po. erw!.I. h~ a CONNECT MOLL (HYNEW LODGE BU _ f WAU LTMRBACfOR) ! O f NEW MATER EWE FROM TD THREE EIOSTINC Yf4TET! Lp!E~ y- - (er wEU CONTF+ECIDW) e5 s RELOCATED TANKS C JD PL CONTRACTOR) GE PLUYB!ND CONK "M 70 TANKS ahn R MAEE ANDTER ~ y I PAD Na(uBNyrED% $E.~ $4„;.00 VE FY LOCATKYI Wpm! ARaarrE t. l a pFOp~4 L 0 AsDf -.S ✓ ~JM1SF -i 0.(MO1E EJfIilRM LP (t0.: 1AW( ~ " Y o a;.,Y," f `ON E -AND RccolA+E ac ; „ (L i orscaxNECr AND CAP E%ESRNrC; WATER v ~vv N _i ~ ..y IL lrl Sorc k ~I ! Ored:mc w»s / 1 . y I DISCONNECT NDON 6 POWER fit` % / oruu s I STATE N E7 AND OW DU( PER STATE SEPIlC Y N11' RECUUTgNS 3 I ~ i UTIUTY LOCATION PLAN C2.0 ~T-~ ,gyp 4 GS1 480 2037 •Dec 16 04 07:40p Roger Benson GS1-480-2037 p.1 l~ C t k v ~'T~ w~~Aht . ~CG1h ~Q.htSOnt 5"z~{aL S¢t`:)tCc . Minnesota pollution control Agenc ,.G'. individual Sewage Trl;atmerrt Systems " 13pSittesg CICeDSa v r r, 1 S Benson Septic Service Lic ti1,90 y~ tallai - Exp~res Mar 13, 2005 ' 7esigner.) - @xpires Mar 13, 2005 . Roger W. Benson, D.R.P- Authorized for waft only if accompanied by valid professional registration. Minnesota Poitution control Agency Individual Sewage Treatment Systems ~fi ,14mzP(Afa#:sfc.PalRegistratl~ll]z;/~q~;+~.,Fi f,kl~C~u3,#'ps. i installer, AesignOr. { L Reg #1505 Expires: Pec 3i, 2005 Authorized for work only if accompanied by a valid business license. r S2~r S o sw t 421 H L- f-.cS t A)) 1-.. t]- p@2!hr T -e L° O nS V t I /J 7 / l' y ` h A V~J O C•~ to 1999 BUILDING PERMIT APPLICATION (COMMERCIAL) g U C651 681-4675 Requirements to building permit 1711~ Ahk Foundation Only New Construction Interior Improvement 'RIF- Structural Plans (2 sets) • Architectural Plans (2 sets) • Architectural Plans (2 sets) • Civil Plans (2 sets) • Structural Plans (2 sets) • Code Analysis (1) " • Code Analysis (1) " • Civil Plans (2 sets) • Project Specs (1 set) • Project Specs (1) • Landscaping Plans (2 sets) • Key Plan • Spec. Insp. & Testing Schedule " • Code Analysi,s (1) " • Master Exit Plan • SAC determination letter from MVES - - • SAC determination letter from MC/ES - call call 651-602-1000 661.5a4966- 651-602-1000 • Energy Calculations (1) not always • Project Specs (1) • Elec. Power & Lighting Form (1) not always " Electric-Power'&'LtigMin9-Forrtr-'~(t)--"- - -Mastef-E-A Plan • Soils Report 1 Contact Building Inspections for sample Food & beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health. Call 651-215-0700 for details. DATE: f2 ' I1 `~aI WORK TYPE: NEW >I~'-.REMODEL L 1 DESCRIPTION OF WORK: -rokkk 6LAcdt{-iO✓1S }oe'C! ~lno~Ca tP bUt`d(~nGiS~ Y1Q 1 Q~( POO~ CONSTRUCTION COST: ~,15, l7 TENANT NAME: GG?tiN J W1 I A? SITE ADDRESS: Q k4S e)u- W n D SUITE LOT BLOCK SUBD. S ec~; U Yx P.I.D. # Name: JewI4A LDmwokyl ~ 6N-- 45Ft PAIJL Phone ll?57- I ~PR~ `OAS 1OPERTY Last First OWNER ~t Street Address: 1C7 -'-Wi 9koL- NVE ~t / City GjTl QfFc1 State: Nn , ! Iy Zip: 5,j 1160 Company: t" / r C U )ST l%, Phone 05 4 9) C6 CONTRACTOR ~,L1o C ' Street Address: [mil' I 7 ~ i q-- C l > City _State: tV Zip: ~Sl -7 COt.ITf L- ' : p ARCHITECT/ t ~pv 1I ENGINEER Company: t-ayzion by-eiiii Ct bli G Phone#: (JI51 142;0'005& Name: ;/Y U alA Lew, 1, A A f p~- Registration Street Address: ~TIN CAI City t u UPV State: V KI Zip: SSinb L- N6f LIETIJFC~CT~D wer & water licensed plulfrber (only if installing sewer & water): 0 01 ve read this application, state that the information is corr t, and agree comply with all applicable State f to 5 u s of Eagan Ordinances. AUG 1 9 1999 Signature of Applicant: - BY: L-- - - OFFICE USE ONLY BUILDING PERMIT TYPE ❑ 01 Foundation ❑ 26 Public Facility ❑ 28 Greenhouse ❑ 25 Miscellaneous 3K,,27 Commercial/Industrial ❑ 29 Antennae WORK TYPE ❑ 31 New ❑ 34 Repairs ❑ 37 Demolish Bldg. ❑ 43 Siding/Soffits/Facia ❑ 32 Addition ❑ 35 Tenant Impr ❑ 38 Demolish (Interior) ❑ 44 Windows/Doors 'Pi,,33 Alterations ❑ 36 Move Bldg. ❑ 42 Reroof ❑ 45 Fire Repair GENERAL INFORMATION Const. (Actual) ~j PJ Basement sq. ft _ CPnsi s Coda? (Allowable) 6 l First Floor sq. ft. SAC Code = UBC Occupancy sq, ft. No. of Units 1 Zoning sq. ft. No. of Bldgs. ~L # of Stories I sq. ft. MC/ES System Length sq. ft. City Water Width Footprint sq. ft. Fire Sprinklered APPROVALS Planning Building Engineering Variance . VALUATION- $ Permit Fee 1 S Surcharge sb L Plan Review M(:IFC CA/" of 0.A City SAC SAC Units Water Supply & Storage Meter Size S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other • Copies Total -S S TO: PAT GEAGAN, CHIEF OF POLICE ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL PLUMBING INSPECTOR: DIRK HOUSE ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY JIM STORLAND, WATER RESOURCES C FROM: CRAIG NOVACZYK, BUILDING INSPECTOR #15 DATE: AUGUST 23,1999 RE: PLAN REVIEW: 945 BUTWIN RD 10-03500-010-51 The _ preliminary X construction plans for Camp Butwin are in our plan review section for your review and comment. Please return this form to Dale Schoeppner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ Yes ❑ No Signature Date CD/FORMS/PLAN REVIEW CRAIG N waa2 v x, ~ rPo r: ~ ) ~ s,:,} C A! x f 7 r vrx~A A n." 's e W 4` 3 Sv X ,~a v swk` v y * a+,up , e Ran& TO: KENT THERKELSEN, CHIEF OF POLICE FILE N JAMIE VERBRUGGE, ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL SCOTT PETERSON, PLUMBING INSPECTOR MARK ANDERSON, ELECTRICAL INSPECTOR TOM PEPPER, (ACTING) FINANCE DIRECTOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY ERIC MACBETH, WATER RESOURCES TOM COLBERT, PUBLIC WORKS DIRECTOR JOHN GORDER, DEVELOPMENTIDESIGN ENGINEER ARNIE ERHART, SUPERINTENDENT OF STREETS AND EQUIPMENT PAUL HEUER, SYSTEMS ANALYST BOB KRIHA, CONSTRUCTION INSPECTOR FROM: CRAIG NOVACZYK, BUILDING INSPECTOR DATE: MAY 2, 2001 RE: PLAN REVIEW-945 BUTWIN RD-CAMP BUTWIN, VILLAGE #5 The plans are in our plan review section for your review and comment. Please return this form to my attention with your signed comments and the date of review within seven days. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication METER SIZE ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ Yes ❑ No Signature Date CD/FORMS/PLAN REVIEW CRAIG N UPDATED 4-6.01 11 MV of ecigan PATRICLA E. AWADA May 2, 2001 Mayor PAUL BAKKEN MR. BRIAN LARSON PECCYC4w.s°N LARSON BRENNER ARCHITECTS CYNDEE FIELDS 807 NORTH 4T" STREET MEGTILLEV STILLWATER, MN 55082 Council Member: RE; VILLAGE #5 (CAMP BUTWIN) .945 BUTWIN ROAD THOMAS HEDGES City Administrator Dear Mr. Larson: We have completed our review of the construction documents submitted in pursuit of Municipal Center: obtaining a building permit for the above-referenced project. This review is not intended to be an exhaustive and comprehensive report. Unless otherwise noted, all references are 3830 Pa°` Knob woad to the 1997 U.B.C. It is our goal that this review will help you in complying with the Eagan. MN 55122-1897 applicable codes and we are, therefore, requesting that the following items be addressed. Phone: 651.681.4600 Fax: 651,681.4612 Please provide: TDD: 651.454.8535 1. Code Analysis - 2 copies 2. Key Plan - 2 copies 3. Septic Plan (system) - 2 copies Maintenance Facility: 4. Site Survey - 2 copies 3501 Coachman Point Eagan, MN 55122 If you have any questions regarding the above requirements, please do not hesitate to contact me at 651-681-4683. Thank you. Phone: 651.681.4300 Fax: 651.681.4360 Sincerely, I TDD: 651.454.8535 'dI',/l1'//~ d J. Craig Novaczyk w ..cityofeagan.com Building Inspector JCN/jb cc: Westbrook Development 1564 University Avenue West rHELONEOAKTaEE St. Paul, MN 55104-3908 The symbol of strength and growth in our community CITY USE ONLY Q PERMIT k4 1• L40 RECEIPT DATE: 1 COMMERCIAL PLUMBING PERMIT APPLICATION CITY OF KAem 3830 PILOT KNOB RD KAGM, MN 5818E 651-881-4875 INCOMPLETE ARP-UCAMM WILL NOT BE PROCESSED Date: 2 d WORK TYPE New Bldg _ Add-on _ Repair _ RPZ _ PVB Irrigation system • Jerry Wobschall to calculate fees. ((Required meter size is 2" turbo unless smaller ssize permitted by Public Works DESCRIPTION OF WORK tST~\\ SeQ~ic ~W t<< F `/ft'onl Sc2 0'UkE# 7 To inquire if Pressure Reducing Valve is required on new service, call 651-681-4646 METERS - Call 651-6814300 to verify that hydrostatic, conductivity, and bacteria tests passed prior to nicking up meter Irrigation Size & Type Avg GPM Fire Size & Price 3/4" disulacement $149.00 Domestic Size & Type Avg GPM Does this include high demand devices? _ Yes _ No FLUSHOMETERS -Yes -No PRV REQUIRED _ Yes _ No Site Address: Q4tS ZIA_ ) .,t t c., Tenant Name: e > t S~ Co m m k r Ce ~r 2 Telephone (Area Code) Was there a previous tenant in this space? _ Y L4-N. If Yes, Name: Installer Name: ~e t 5 c tir S e n i s e.A v i c Telephone 9 9 I ~ (Area Code) Installer Address: NCO() 2I 1 _L SA. C" City: ~ L -,!L ` State: Mnt , Zip Code ~So 9 FEES Contract price $ x 1% ($50.00 min) Plbg Permit $ Meter(s) $ Required on all new buildings & boulevard irrigation systems Radio Meter Read $ Surcharge: $.50 Minimum. If contract fee exceeds $1,000, calculate at State Surcharge $ 50 cents per $1,000 contract fee. Total $ Supplementary fees if installing irrigation system: v y Water Permit $ 50.00 Treatment Plant $ 516.00 Contact Jerry Wobschall at (651) 661.4624 regarding fee Water Supply & Storage $ State Surcharge $ n .50 Total $ I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicant's responsibilityto notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activities to the facilities constructed ade permit within City property/right-of-way/easement. NATURE OF PERMITTEE IRRIGATION SYSTEM (CONT) CITY USE ONLY REQUIRED INSPECTIONS: _ U.G. Air Test Gas Test _ Rough In Final PLANS SUBMITTED APPROVED BY: S P 9 " t , BUILDING INSPECTOR GENERAL INFORMATION • Radio Meter Read (required on all new buildings & boulevard irrigation systems- $153.00 (Acct Code # 9220-4509) • Water meters include copperbotn/stramer, remote wire, and touch-pad meter GPM METERS USE PRICE GPM METERS USE PRICE 1-20 518" displacement residential $115.00 4-120 1-1/2" irrigation syst $ 727.00 am commercial turbine" **must receive maximum approval from continuous Public Works 10 2-30 3/4" displacement lawn irrigation $149.00 4-160 2" turbine Ig irrigation syst $ 899.00 maximum residential & continuous sin commercial production lines 15 3-50 1" displacement very Ig res $194.00 1/4 to 160 2" compound bldgs over $ 1,757.00 bldg to 24 units 65 units maximum sm commercial & continuous & lg comm bldgs 25 irrigation systems 5-100 1-1/2" bldgs 25-64 units $428.00 maximum displacement & continuous most Comm bldgs 50 METERS REQUIRING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very Ig irrigation syst $1,184.00 6-500 4" compound +300 unit bldgs & $3,476.00 & production lines very Ig comm bldgs I/2-320 3" compound +200 unit bldgs $2,212.00 10-1000 6" compound +400 unit bldgs $5,711.00 very lg comm bldgs very lg comm bldgs 15-1000 4" turbine very Ig irrigation syst $2,132.00 & production lines Comments • To schedule inspection of the inside water line and backflow preventer, call 651-681-4675. • To arrange for water turn-on, call 651-681-4300. ce: Kris Forster, Maintenance Division Clerical Technician Updated 9/01 PERMIT City of Eagan Permit Type: Plumbing 3830 PILOT KNOB RD Permit Number: EA038159 EAGAN, MN 55122 Date Issued. 10/06/1999 (651) 681-4675 Site Address: 945 Butwin Rd Lot I Block: 51 Addition: Section 35- 10-03500-010-51 Description: Sub Type: Commercial Work Type: New Description: Jewish Community Ctr Meter Size Type Manufacturer Meter Nbr Remote Number Line Size Remarks: Install Septic System for Pool Building. Plans reviewed by Bill Adams. Dakota County Permit Fee 45.00 Fee Summary: Private Sewage DisoosalSvstem U0 State Sumharee 0.50 Valuation: 530,000.00 _szss r f ` e~ r 9 a / <o ~U Contractor: Applicant - Owner: Benson Septic Service St. Lic.: JEWISH COMM CTR ST PAUL 18070 218th Street East 2165 JUNO AVE Welch, MN 55089 651.438-9910 ST PAUL, MN 55116 1 hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. ApplicanbPermitee: Signature Issued By: Signature Minnesota Pollution Control Agency • Individual Seyrage Treatment Systems w. Busil License Benson Septic Service Lic #190 Installer - Expires Mar 13, 2002 Designer I - Expires Mar 13, 2002 Roger W. Benson, D.R.P. Authorized for work only it accompanied by vagd profassknal reglstradon. Minnesota Polkrtlon Control Agency Individual Sewage Treatment Systems Professional Registration Roger W. Benson Installer, Designer I Reg #1505 Expires: Dec 31, 2002 Authorized for work only If accompanied by a valld business licens, CITY USE ONLY PERMIT -1 `4 (4 6 RECEIPT DATE: f y " " COMMEitC1AL PLUMBING PEPJW APPLICATION CrrY01 I 8680 PIWr KNOB III) FAGM, MR 5511E 651-661-4675 i, INCOMPLETE APPLICATIONS WILL NOT BE PROCESSED Date: ~1('„~}11 K t i / 2-M ti WORK TYPE _ New Bldg _ Add-on _ Repair _ RPZ _ PVB • Irrigation system * Must complete reverse side of application also. Required meter` size is J2" turbo unless smaller size permitted by Public Works DESCRIPTION OF WORK y~ A'. f To inquire if Pressure Reducin Valve is required on new service, call 651-681-4646 METERS - Call 651-681-4300 to verify that hydrostatic, conductivity, and bacteria tests passed prior to Picking up meter Irrigation Size & Type Avg GPM - Fire Size & Type Avg GPM Domestic Size & Type Avg GPM I! ni S C P 2 G au l Does this include high demand devices? _ Yes _ No FLUSHOMETERS _ Yes _ No PRV REQUIRED _ Yes NoQ Site Address: 1. -twit, I~CiI Tenant Name: ' 1' y V n o Telephone Y (Area Code) Was there a previous tenant in this spacee?, Y/~ IN..; If Yes, Name: Installer Name: /~I/f'~r ~4~1~1S~ YIIkYf1UJ11 t Telephone 1 lS/~I `~t~ITL ° AE~& 10 Installer Address: 2 I `~1 2b (:;k(nu n 1 ki ~ I ~ A ~ p (Area Code) City: 1 JQ n MIN ~ p rpw( It I-WL State: I V ~IN Zip Code ~ VZ FEES Contract price $ ` q5 of x1% ($50.00 minimum) Contract Fee S Meter(s) $ Required on all new buildings & boulevard irrigation systems Radio Meter Read $ - Surcharge: $.50 Minimum. If contract fee exceeds $1,000, calculate at State Surcharge $ D c~ 50 cents per $1,000 contract fee. Total From Reverse New Service $ Total S 0 I. hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicant's responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused bythe City during its normal operational and maintenance activities to the facilities constructed under this permit within City property/right-of-way/easement. SIGNATURE OF ITTEE CITY USE ONLY REQUIRED INSPECTIONS: „ U.G. Air Test Gas Test _ Rough In Final PLANS SUBMITTED APPROVED BY: [1~l/ ~U- / , BUILDING INSPECTOR IRRIGATION SYSTEM (CONT) Service: _ existing (if coming off domestic line) OR _ new If "new service" contact Jerry Wobschall, Finance Consultant, to confirm adding fees for: Water Permit & Surcharge - $ 50.50 $ Water Supply & Storage - $ 860.00 $ Water Treatment Plant Charge - $516.00 per SAC unit $ Fees to be added to front side of application $ GENERAL INFORMATION • Radio Meter Read (required on all new buildings & boulevard irrigation systems- $153.00 ) • Water meters include copperhorn/strainer, remote wire, and touch-pad meter GPM METERS USE PRICE GPM METERS USE PRICE 1-20 518" displacement residential $115.00 4-120 1-1/2" irrigation syst $ 727.00 am commercial turbine" "must receive maximum approval from continuous Public Works 10 2-30 3/4" displacement lawn irrigation $149.00 4-160 2" turbine Ig irrigation syst $ 899.00 maximum residential & continuous sin commercial production lines 15 3-50 1" displacement very Ig res $1400 114 to 160 2" compound bldgs over $ 1,757.00 bldg to 24 units 65 units maximum am commercial & continuous & Ig comm bldgs 25 irrigation systems 5-100 1-1/2" bldgs 25-64 units $428.00 maximum displacement & continuous most Comm bldgs 50 METERS REQUIRING ft:= ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very Ig irrigation syst $1,184.00 6-500 4" compound +300 unit bldgs & $3,476.00 & production lines very Ig comm bldgs 1/2-320 3" compound +200 unit bldgs $2,212.00 10-1000 6" compound +400 unit bldgs $5,711A0 very Ig comm bldgs very Ig comm bldgs 15-1000 4" turbine very Ig irrigation syst $2,132.00 & production lines Comments • To schedule inspection of the inside water line and backflow preventer, call 651-681-4675. • To arrange for water turn-on, call 651-681-4300. W, Kris Forster, Maintenance Division Clerical Technician Updated 1/Ol L_/_ B S/ CITY USE ONLY ( 7 Sol RECEIPT I''\\ 1 SUBD. 3s, RECEIPT DATE V- a APPROVED BY: _ INSPECTOR PLUMBING PERMIT # 3 8 5 01 1999 PLUM$INE PERMIT (COMMERCIAL) CITY Of £A6:AN 3630 PILOT KNOB RD £AraAN, MN 551 PQ (651) 661-4675 Please complete for: all commercial/industrial buildings multi-family buildings when separate building permits are not required for each dwelling unit installation of backflow preventer in commercial areas or residential boulevards Date :`(_-19 Work Type: _ New Bldg. Add-on X Repair - U.G. Sprinkler x RPZ Description of Work: r w To inquire if Pressure Reducing Valve is required on new 'service, call 681-4646. v FEES 1% of contract price or $30.00 minimum Contract Price: $ 'r4-( x 1% _ $ ~ - o (pn COMPLETE THIS AREA ONLY IF INSTALLING UNDERGROUND SPRINKLER SYSTEM Backflow Preventer Permit Fee - $ 30.00 $ Water Meter: 2" Turbo - $ 889.00 unless plan approved for smaller size $ Service: _ existing (if coming off domestic line) OR _ new If "new service". contact Jerrv Wobschall Finance Consultant to confirm ad din fees for Water Permit & Surcharge - $ 50.50 $ Water Supply & Storage $ 825.00 $ Water Treatment Plant Charge $ 468.00 $ Permit Fee S State surcharge is calculated from Pemzit Fee at right - State Surcharge $ $.50 for each $1.000 with a minimum of $.50 due Total Fee $ c:~ (D.,~il-1 I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicant's responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activities to the facilities constructed under this permit within City property/right-of-wa a em t A Ti. o t4 SITE ADDRESS TENANT NAME: Cl\-nC'~i TELEPHONE GLI~ - (AREA CODE) INSTALLER NAME:(~_\ ,`,O \J\ C o r_Y a 0 TELEPHONE r:> 2 (AREA CODE) STREET ADDDRESS: CITY: w. STATE: ~t(~( ZIP: SIGNATURE OF PERMITTEE CITY USE ONLY DOMESTIC METER SIZE COMPOUND TURBO PRV: Yes No • Contact Utility Billing Division for price: 651- 681-4631. IRRIGATION METER SIZE: • 2" turbo unless approval for smaller meter granted by Public Works. • Contact Utility Billing Division for price: 651-681463 L PRIOR TO SELLING A METER: • Enter site address on Screen 301, Permit Inquiry, to obtain sewer and water permit number. • On PIMS Screen 320, enter sewer and water permit # to check that hydrostatic, conductivity, and bacteria tests have been approved. If not, do not issue meter. Miscellaneous Information • Meter larger than 518" - ask plumber to wait while you call Central Maintenance (ext. 300) and verify that one is in stock. • To schedule inspection of the inside water line and backflow preventer, call 651-681-4675. • To schedule water tum-on, call 651-681-4300. CWPermit forms/plbg permit (comm) 1999 CITY USE ONLY a I Q( ch L ~ BL RECEIPT#: SUBD. CJ` U Y- 3S RECEIPT DATE: a - APPROVED BY: INSPECTOR MECHANICAL PERMIT O 0 21 1999 MECHANICAL PERMIT (COMMERCIAL) CITY Of EAGAN S$SO PILOT KNOB RD C t~ (p EAGAN, MN 55122 (651) 6$1-4675 Please complete for: all commercial/industrial buildings multi-family buildings when separate permits are not required for each dwelling unit DATE: / T ~9 9 CONTRACT PRICE: x,5'0 6. D D WORK TYPE: NEW CONSTRUCTION INTERIOR IMPROVEMENT DESCRIPTION OF WORK: q -to al u e , CJ ate- _ a FEES: 1% of contract price OR $30.00 minimum fee, whichever is greater. Processed piping - $30.00 CONTRACT PRICE x 1% PROCESSED PIPING G , O O PERMIT FEE STATE SURCHARGE S d ($.50 per $1,000 of permit fee due on all permits.) lei TOTAL ~P . Sd - q py i3 t{-cA-' I n TO SITE ADDRESS: OWNER NAME: PHO 6 5/ - 443- 6 6 7,F (AREA CODE) TENANT NAME (IMPROVEMENTS ONLY): INSTALLER: Q c~ ADDRESS: '74 HO~ NE #UG 5/ 8 9 5~ - q 9 (AREA CODE) CITY: STATE: ~ IP: --5 SIGNATURE OF PERMITTEE nEC 8 L BL CITY USE ONLY RECEIPT M I I D O U SUBD. J 3 RECEIPT DATE: D-~ I APPROVED BY: INSPECTOR MECHANICAL PERMIT 3~' s I d 1999 MKCHMICAL PERMIT (COMMERCIAL) CITY OF EA&AN 3830 PILOT KNOB RD EA6:AN, MN 551 EE (651) 681-4675 Please complete for: all commercial/industrial buildings multi-family buildings when separate permits are = required for each dwelling unit DATE: t-) - 19 ; 99 CONTRACT PRICE:- k (xo WORK TYPE: New construction Install U.G. Tank Interior Improvement Remove U.G. Tank (Minimum Fee) Processed Piping (Minimum Fee) "NOTE: When installing/removing underground tank, call 651-6814675 for inspection by fire marshal and plumbing inspector. DESCRIPTION OF WORK: FEES: 1% of contract price OR $30.00 minimum fee, whichever is greater. ~ SUCH CONTRACT PRICE x 1% PERMIT FEE STATE SURCHARGE ($.50 per $1,000 of emit fee due on all permits.) TOTAL I - g4S 6k3 wl A SITE ADDRESS. 44- OWNER NAME: PHONE T (AREA CODE) TENANT NAMEE((IMPROVEMENTS ONLY): INSTALLER: \ )~(ZG~~a cif V <c ,Q., ~c ADDRESS: Gl ' ~'?HONE 4 ci) -gib-, (AREA CODE) CITY: STATE:_ ZIP: 5_ SIGl TUR.E OF PERMITTEE c L` I B ~I CITY USE ONLY RECEIPT I 1 / SUBD.I ~ 5 RECEIPT DATE t~-5 R9 APPROVED BY: A ,INSPECTOR PLUMBING PERMIT # 15 1999 PLUMBING PERMIT (COMMERCIAL) CITY OF EAGAN 3$30 PILOT KNOB RD EAGAN, MN 55122 (651) 6$1-4675 Please complete for: all commercial/industrial buildings multi-family buildings when separate building permits are not required for each dwelling unit installation of backflow preventer in commercial areas or residential boulevards Date: Work Type: New Bldg. _ Add-on Repair _ U.G. Sprinkler _ RPZ Description of Work: n1 S4 ~sa(Z~ov~~\tjo~ To inquire if Pressure educing Valve is required on new service, call 681-4 . FEES 1% of contract price or $30.00 minimum Contract Price: $ 30 6C)n x 1% _ $ )co , p° COMPLETE THIS AREA ONLY IF INSTALLING UNDERGROUND SPRINKLER SYSTEM Backtlow Preventer Permit Fee - $ 30.00 $ Water Meter: 2" Turbo - $ 889.00 unless plan approved for smaller size $ Service: _ existing (if coming off domestic line) OR _ new If "new service". contact Arrv Wobschall Finance Consultant to confirm adder fees for Water Pennit & Surcharge $ 50.50 $ Water Supply & Storage $ 825.00 $ Water Treatment Plant Charge $ 468.00 $ ~Y % 4e $ewky- jikn, -60-00 3 a...l to - 900 1 Permit Fee $ -jjj t.0 r~ tis .oD as `I c~-9O~ r y~ ~~dD~h s~ur h4aFge is calcula ed from Permatk'ee ata right' State Surcharge $ v $.50 for each $1.000 with a minimum of $.50 due Total Fee $ I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable City of Eagan ordinances. It is the applicant's responsibility to notify the property owner that the City of Eagan assumes no liability for any damages caused by the City during its normal operational and maintenance activities to the facilities constructed under this permit within City property/right-of-way/easement. SITE ADDRESS: C145 ~j ~y~J 1 t^ V QlJt~3~ ~6MIY~ KIJ. ~ \CALT<IZ TENANT NAME: Est SE, pw l~y TELEPHONE 6S-1 { -G~S(o (AREA CODE) INSTALLER NAME: .ySO r S r r S R J r cr` TELEPHONE CPS 1 q3 90- (d (AREA CODE) STREET ADDRESS: gds 2 f Q S F CITY: STATE: Msv ZIP: SS-o 91 SKrNATURE OF PERMITTEE CITY USE ONLY DOMESTIC METER SIZE COMPOUND TURBO PRV: Yes No • Contact Utility Billing Division for price: 651- 681-4631. IRRIGATION METER SIZE: • 2" turbo unless approval for smaller meter granted by Public Works. • Contact Utility Billing Division for price: 651-681-4631. PRIOR TO SELLING A METER: • Enter site address on Screen 301, Permit Inquiry, to obtain sewer and water permit number. • On PIMS Screen 320, enter sewer and water permit # to check that hydrostatic, conductivity, and bacteria tests have been approved. If not, do not issue meter. Miscellaneous Information • Meter larger than 5/8" - ask plumber to wait while you call Central Maintenance (ext. 300) and verify that one is in stock. • To schedule inspection of the inside water line and backflow preventer, call 651-6814675- • To schedule water rum-on, call 651-681-4300. CDlPermit forms/plbg permit (comm) 1999 Minnesota Pollution Control Agency ! Individual Sewage Treatment Systems Program Has Issued Roger W. Benson, D.R.P. I Benson Septic service Installer Expires: 3-13-00 License #190 MPCA INFORMATION: 1-800-657.3864 - ISTS LICENSING: (651) 296.7309 j 1 • 60 L-96Z (IS9) 79NISN3OPi S.LSI . 098£-L59-008-1 :NOIJVWHOdNI tlOdW 4 5, 06 W s#4 0004 { 'Ytbwe9~M ~a8o~1 d,1, , i8oad Mm "NS IeammiL agsbaS NnPWIPnI 8V lo.liuoo' uopnpod etosaunlW \kY P; I~~atI~AAI LAW OFFICES SIEGEL, BRILL, GREUPNER, DUFFY & FOSTER, P.A. 1300 WASHINGTON SQUARE JOSIAH E. BRILL, JR. 100 WASHINGTON AVENUE SOUTH JORDAN M. LEWIS JAMES R. GREUPNER MINNEAPOLIS, MINNESOTASS401 BRIAN E. WEISBERG GERALD S. DUFFY MICHELLE R. KLEGON WOOD R. FOSTER, JR. TELEPHONE (612) 339 7131 JAMES A.YAROSH THOMAS H. GOODMAN STEVEN WEINTRAUT JOHN S. WATSON FACSIMILE 1612! 339-6591 TROY J. SEIBERT WM. CHRISTOPHER PENWELL SUSAN M. VOIGT ANTHONY J. GLEENEL JOEL H. JENSEN OF COUNSEL SHERRI L. ROHLF RICHARD SIEGEL Writer's E-Mail Address: genydufly@sbgdf cc,m Writer's Voicemail Number: 3354144 (1 r July 19, 1999 r ri~r ` f. c/ T" Jut VIA FACSIMILE & U.S. MAIL Thomas Hedges _ City Administrator City Eagan 3830 Pilot Knob Road Eagan, MN 55122 RE: Jewish Community Center of the Greater St. Paul Area Our File No. 21,779-D-002 Dear Mr. Hedges: As you may know the undersigned represents the Jewish Community Center of the Greater St. Paul Area with respect to Camp Butwin located in the City of Eagan. Our client has a variance that will be considered by the City Council of the City of Fagan at its regularly scheduled meeting on Tuesday, July 20, 1999. One of the issues that has been raised concerning work that our client contemplates doing at Camp Butwin is whether the Camp needs to be platted in order to obtain a building permit. I have discussed this issue with Michael Dougherty, your city attorney. As I indicated to Mr. Dougherty during our conversations it is my opinion that platting is not required to obtain a building permit in an area zoned like Camp Butwin. He expressed his opinion to me concerning a contrary belief. In discussing this matter it seems apparent that platting a camp makes very little sense. Additionally, if it were necessary to plat Camp Butwin it would be very expensive and time consuming. If platting is a requirement it is a requirement which your City Council could waive in this instance. I am sure the City of Eagan wants Camp Butwin to continue in operation with buildings that are both safe and well maintained. Please consider this letter as a request that the City Council grant to our client a waiver of any platting requirement for Camp Butwin in order for the proposed work to be conducted in a timely fashion this summer for the benefit of the campers. Page 2 July 19, 1999 Mr. Hedges If you need to discuss this matter further please feel free to contact me. ~Very truly yours, / `cam-"--• ~9nS~~ Gerald S. Duffy GSD/sh Cc'. Michael Dougherty Burt Garr Julie Farnum o COMMERCIAL S-e CkO BUILDING PERMIT APPLICATION B CITY OF EAGAN 651-681-4675 hp fl y~ (ter a$ d~ Foundation Only New Construction Interior Improvement • Structural Plans (2) sets • Architectural Plans (2) sets • Architectural Plans (2) sets • Civil Plans (2) • Structural Plans (2) • Code Analysis (1) " • Certificate of Survey (1) • Civil Plans (2) • Project Specs (1) • Code Analysis (1) " • Landscaping Plans (2) • Key Plan (1) • Project Specs (1) • Code Analysis (1) " • Master Exit Plan (1) • Spec. Insp. &Testing Schedule " . Certificate of Survey - (1) • Energy Calculations (1)notalways" • Soils Report (1) • Spec. Insp. & Testing Schedule (1) " • Elec. Power & Lighting Forth (1) not always" • Meter size must be established • Meter size must be established • Meter size must be established - if applicable • Project Specs (1) 1 • Energy Calculations (1)" 1 1 • Electric Power & Lighting Form (1) 1 • Master Exit Plan (1) 1 1 • Fire Protection Plan (1) 1 • Soils Report (1) 1 • MC/ES SAC determination letter • MC/ES SAC determination letter MCIES SAC determination letter call 651-602-1000 call 651-602.1000 call 651-602.1000 Contact Building Inspections for sample Food & beverage or lodging facilities: Plan must be submitted to Minnesota Department of Health - call 651-215-0700 for details. DATE 4%~ V' WORK TYPE NEW,- REMODEL CONSTRUCTION COST SITE ADDRESS ' , ) y~ i-' TENANT NAME V SUITE # FORMER TENANT NAME DESCRIPTION OF WORK p~ Name: COMMON ITV QT Phone#: ( 6~ 5 1 ) (A U 0-75 PROPERTY Last First ~ (n~ 1 f'" OVJ1%TER q o Cl e U 2 Ct vim( S Street Address 7 City ~ 0.u ~ State Y" 1 -O i}- Company 'Phone# 19 G-7 CONTRACTOR / Street Address: City State Zip ARCHITECT/ ENGINEER Company f~r~ y J 4 b„ y, l 7LL~jC Phone # Name Registration urr( G UI Street Address ~ /VM;0 IN City ~T/Z lt'/f7 _ , State - 13,el ' LA-O-5o - Licensed plumber instaliina new sewer/water service: Phone L~ I hereby acknowledge that I have read this application, state that the information is correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Signature of Applican~t~~ ~ Updated 1/( OFFICE USE ONLY SUBTYPE 11 ❑ 01 Foundation ❑ 26 Public Facility 30 Accessory Bldg. ❑ 14 Apartments ❑ 27 Commercial/Industrial 32 Ext Alt - Apts. ❑ 15 Lodging ❑ 28 Greenhouse ❑ 34 Ext Alt - Comm. ❑ 25 Miscellaneous ❑ 29 Antennae ❑ 35 Ext Alt - PF ❑ 37 Nail Salon WORK TYPE X31 New ❑ 35 Tenant Impr ❑ 42 Demolish (Found) ❑ 46 Windows/Doors El 47 Repair 32 Addition ❑ 36 Move Bldg 13 43 Reroof ❑ ❑ 33 Alterations ❑ 37 Demolish (Bldg) ❑ 44 Siding ❑ 48 Authorization ❑ 34 Replacement ❑ 38 Demolish (Int) ❑ 45 Fire Repair GENERAL INFORMATION Census Code Zoning A sq. ft. SAC Code SPrIG # of Stories I sq. ft. No. of Units 1 Length sq. ft. No. of Bldgs. I Width sq. ft. Const. (Actual) -~T Basement sq. ft. MC/ES System (Allowable) 'S • 0~1 First Floor sq. ft. City Water K)o UBC Occupancy A - 5 sq. ft. Fire Sprinklered MISCELLANEOUS INSPECTIONS ❑ Gas Service Test ❑ Heating ❑ Insulation ❑ Plumbing ❑ Stucco/Stone APPROVALS Planning Building Engineering Variance 00 0 VALUATION $ I 12) Permit Fee lo (op . Surcharge 5(0 d D Plan Review MC/ES SAC, % SAC City SAC SAC Units Water Supply & Storage Meter Size S/W Permit S/W Surcharge Treatment Plant Park Dedication Trails Dedication Water Quality Other Copies Total g0 S 2004 COMMERCIAL PLUMBING PERNUT APPLICATION CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN NIN 55122 651-675-5675 Date Site Address GL-l 5 Unit # Tenant Name Q f- \P ~yA1 A Former Tenant Name Property Owner ~a~-Shs [y~M\ . (l s R , C f'(,~ Telephone # ( ) Contractor C~C QG ~4SLlCv~Cf Q, Address C ,-41 City_ 1. ~5 0C State y Zip l\ Telephone # (6Cyj) T The Applicant is Owner Contractor Other Work Type _ New Bldg Add-on _ Repair RPZ _ PVB _ Irrigation system Rain sensors required. Jerry Wobschall to calculate fees. Description of Work~ iztr A ~t o ~ To mgmre if Pressure Reducing ValeC t~ ve is regmred on new sernce, call- 651-675-5646 - Meters - Call 651-675-5300 to verify that hydrostatic, conductivity, and bacteria tests passed prior to picking up meter. Irrigation Size & Type Avg GPM 2" turbo req'd unless smaller size allowed by Public Works Fire Size & Price 3/4" displacement $155.00 Domestic Size & Type Avg GPM Includes high demand devices? _ Yes - No Flushometers - Yes - No PRV Required _ Yes -No Permit Fee $50.50 minimum (includes State Surcharge) / ' Contract Value $ ~q cy-(1 C A1) x 1% _ $ 4AC10 cu Base Fee $ Meter(s) Required on all new buildings & boulevard irrigation systems $ C Radio Meter Read If base fee is $1,000 or less, surcharge is $.50 $ State Surcharge If base fee is over $1,000, surcharge is $.5o per $1,000 of the Base Fee Following fees apply only when installing new irrigation system $ Water Permit Contact Jerry Wobschall at 651-675-5024 for required fee amounts 0 C r (7 r' J 1 ~l I ? Treatment Plant LS lJ I Water Supply & Storage NOV j 2004 o- State Surcharge - - Ey - Total Fee I hereby apply for a Commercial Plumbing Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Plumbing Codes; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Applicant's Printed Name Applic nee ignature CITY USE ONLY , REQUIRED INSPECTIONS: _ U.G. Air Test - Gas Test _ `Rough In Final PLANS SUBMITTED APPROVED BY: BUILDING INSPECTOR General Information • Radio Meter Read (required on all new buildings & boulevard irrigation systems- $141.00 • RPZ's must be rebuilt every five years. A minimum fee permit per address is required for RPZ rebuilding or repairing. • Water meters include copper horn/strainer, remote wire, and touch-pad meter. METERS REQUIRING A 4-HOUR ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 1-20 5/8" residential $121.00 4-120 1-1/2" irrigation syst $ 788.00 displacement sm commercial turbine** must receive maximum continuous approval 10 from Public Works 2-30 3/4" lawn irrigation $155.00 4-160 2" turbine Ig irrigation syst $ 992.00 maximum displacement residential & continuous sm commercial production lines 15 3-50 1" displacement very Ig res $200.00 1/4 to 160 2" compound bldgs over $ 1,880.00 bldg to 24 units 65 units maximum sm commercial & continuous & Ig comm bldgs 25 irrigation systems 5-100 1-1/2" bldgs 25-64 units $488.00 maximum displacement & continuous most comm bldgs 50 METERS REQUIRING 30-DAY ADVANCE NOTICE PRIOR TO PICK UP GPM METERS USE PRICE GPM METERS USE PRICE 5-350 3" turbine very Ig irrigation $1,338.00 6-500 4" compound +300 unit bldgs & $3,749.00 syst Z production very Ig comm bldgs lines 1/2-320 3" compound +200 unit bldgs $2,407.00 10-1000 6" compound +400 unit bldgs $6,124.00 very Ig comm bldgs very Ig comm bldgs 15-1000 4" turbine very Ig irrigation $2,384.00 syst & production lines Comments • To schedule inspection of the inside water line and backfiow preventer, call 651-675-5675. • To arrange for water tum-on, call 651-675-5300. cc: Maintenance Division Clerical Technician Updated 5/04 2XI TO: PAT GEAGAN, CHIEF OF POLICE ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL PLUMBING INSPECTOR: DIRK HOUSE ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY JIM STORLAND, WATER RESOURCES #15 FROM: CRAIG NOVACZYK, BUILDING INSPECTOR DATE: AUGUST 23,1999 RE: PLAN REVIEW: 945 BUTWIN RD 10-03500-010-51 The _ preliminary X construction plans for Camp Butwin are in our plan review section for your review and comment. Please return this form to Dale Schogppner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: A/o on nP c A 6 d c ! av~ly 4" 6h UI U I A P'1 NB , Gl /v le IV~d Indicate any fees that are to be collected with the building pet / AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ Yes ❑ No %FQ 8-a3 Ai Si ture Date CD/FORMS/PLAN REVIEW CRAIG N FT 4 fflffffir v TO: PAT GEAGAN, CHIEF OF POLICE ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL PLUMBING INSPECTOR: DIRK HOUSE ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY JIM STORLAND, WATER RESOURCES FROM: CRAIG NOVACZYK, BUILDING INSPECTOR 1 #15 DATE: AUGUST 23,1999 RE: PLAN REVIEW: 945 BUTWIN RD 10-03500-010-51 The _ preliminary X construction plans for Camp Butwin are in our plan review section for your review and comment. Please return this form to Dale Schoeppner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ Yes ❑ No Signature Date CD/FORMS/PLAN REVIEW CRAIG N TO: PAT GEAGAN, CHIEF OF POLICE ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL PLUMBING INSPECTOR: DIRK HOUSE ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY JIM STORLAND, WATER RESOURCES C FROM: CRAIG NOVACZYK, BUILDING INSPECTOR #15 DATE: AUGUST 23, 1999 RE: PLAN REVIEW: 945 BUTWIN RD 10-03500-010-51 The _ preliminary X construction plans for Camp Butwin are in our plan review section for your review and comment. Please return this form to Dale Schoeppner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" /~request form. I Comments: `,l 6A/lil d lf, , 'U d ~W4 ~J aa/1, ~ - Zv q Indicate any fees that are to be collected with the building permit: AMOUNT 1 No landscape security required ZONING ? ❑ Yes 01 ❑ Yes ❑ No water quality dedication t - ❑ Yes C$ No park dedication ❑ Yes PT No trail dedication ❑ Yes ❑ No tree dedication ❑ Yes ❑ No nature Date CD/FORMS/PLAN REVIEW CRAIGN TO: PAT GEAGAN, CHIEF OF POLICE ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL PLUMBING INSPECTOR: DIRK HOUSE ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY JIM STORLAND, WATER RESOURCES FROM: CRAIG NOVACZYK, BUILDING INSPECTOR #15 DATE: AUGUST 23, 1999 RE: PLAN REVIEW: 945 BUTWIN RD 10-03500-010-51 The _ preliminary X construction plans for Camp Butwin are in our plan review section for your review and comment. Please return this form to Dale Schoeppner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ Yes ❑ No 8-~7- 9el S g ature Date CD/FORMS/PLAN REVIEW CRAIG N . 5 ^ AL TO: PAT GEAGAN, CHIEF OF POLICE ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL PLUMBING INSPECTOR: DIRK HOUSE ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY JIM STORLAND, WATER RESOURCES C FROM: CRAIG NOVACZYK, BUILDING INSPECTOR # 15 DATE: AUGUST 23,1999 RE: PLAN REVIEW: 945 BUTWIN RD 10-03500-010-51 The _ preliminary X construction plans for Camp Butwin are in our plan review section for your review and comment. Please return this form to Dale Schoep1mer with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: do f 5v C S ~o ~c« kc. c Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ Yes ❑ No ` Signature Date CD/FORMS/PLAN REVIEW CRAIG N TO: PAT GEAGAN, CHIEF OF POLICE ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL PLUMBING INSPECTOR: DIRK HOUSE ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY JIM STORLAND, WATER RESOURCES FROM: CRAIG NOVACZYK, BUILDING INSPECTOR #15 DATE: AUGUST 23,1999 RE: PLAN REVIEW: 945 BUTWIN RD 10-03500-010-51 The _ preliminary X construction plans for Camp Butwin are in our plan review section for your review and comment. Please return this form to Dale Schoepaner with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes 42"No tree dedication ❑ Yes ❑ No ~-23~ay Signature Date CD/FORMS/PLAN REVIEW CRAIGN TO: PAT GEAGAN, CHIEF OF POLICE ASSISTANT TO THE CITY ADMINISTRATOR DALE WEGLEITNER, FIRE MARSHAL PLUMBING INSPECTOR: DIRK HOUSE ELECTRICAL INSPECTOR PUBLIC WORKS/ ENGINEERING DIVISION /UTILITIES/STREETS GENE VANOVERBEKE, FINANCE DIRECTOR MIKE RIDLEY, SENIOR PLANNER GREGG HOVE, SUPERVISOR OF FORESTRY JIM STORLAND, WATER RESOURCES FROM: CRAIG NOVACZYK, BUILDING INSPECTOR #15 DATE: AUGUST 23,1999 RE: PLAN REVIEW: 945 BUTWIN RD 10-03500-010-51 The _ preliminary X construction plans for Camp Butwin are in our plan review section for your review and comment. Please return this form to Dale Schoeponer with your signed comments and the date of review. If you have any concerns with these plans, please so indicate on this form and notify and resolve these issues with the affected parties. If you are requesting that issuance of the building permit be held, please fill out the proper "hold" request form. Comments: Indicate any fees that are to be collected with the building permit: AMOUNT ❑ Yes ❑ No landscape security required ZONING? ❑ Yes ❑ No water quality dedication ❑ Yes ❑ No park dedication ❑ Yes ❑ No trail dedication ❑ Yes ❑ No tree dedication ❑ Yes ❑ No Signature Date CD/FORMS/PLAN REVIEW CRAIG N I 9-13-0.5; 7 : ?JA}d; Mech. e_t is 3elarce o., 478 6655 # 2/ 12 Professional Independent Test and Balance k 6A Y7 CAMP BUTWIN LODGE EAGAN, MINNESOTA Test & Balance for Theien Heating & Roofing Brainerd, Minnesota Tesung by Greg B. Smith MECTNICAL TEST enl eneE 1660 Spring Avenue Maple Plain, Minnesota 55359 763/479-6300 763/479-6655 (fax) August 25, 2005 t; er-tified by ASSOV%ared Air SaJarrre Comnei! Te=C 5 3d'a^ce ,?53 c~9 5555 d _ iE INTRODUCTION The prime definition of air conditioning, as stated in the American Society of Heating, Refrigeration and Air Conditioning Engineers Guide, is the process of treating air so as to control simultaneously its temperature, humidity, movement, cleanliness, and final distribution to meet the requirements of the space to be conditioned. While each of the preceding air treatment processes, individually contribute a specific function of producing human comfort or space conditioning; in practical application it is the coordinated action of all of these processes, each related to, and influencing the others, that produces the final desired conditions. It is easy to see that if one or the other of these coordinated functions is not performing, as it should, the final results of all will be affected. To produce this coordinated function is the basic and scientific function of the "Test and Balance Agency'. Mechanical Test and Balance is a true, independent test and balance agency and is certified by the Associated Air Balance Council of Washington, D.C. Mechanical Test and Balance has no financial ties or interplay with contractors, suppliers, or designers. This enables us to remain unbiased, true professionals at all times. MEC INCAL TEST BflLflfICE 1660 Spring Avenue Maple Plain, Minnesota 55359 763/479-6300 763/479-6655 Fax T,,eI 6 _o. a...P . e! 179 c55E- s a r2 MECHANICAL TEST AND BALANCE INSTRUMENTATION Tne following instruments were used to successfWly measure and set each device. TYPE MAKE MODEL _ SERtAL.NO. CALIIiwnm DATE Fiow Hood Alnor Barometer 107737 6x72005 Flow Hood Alnor Balmeter 13718 5202005 X Flow Hood Alnor Barometer 13648 2/2312005 Flow Hood Alnor Balomater 14615 411512005 Flow Hood Alnor Balometer 14828 2/72D05 Flow Hood Alnor Ba omater 14653 6222005 Flow Hood Alrror Balomater Jr. 182D 4/12005 Flow Hood Alnor Balomater Jr. 5517 4/42005 Flow Hood Alnor Balometer Jr. 4928 5x72005 Flow Hood Alnor Balmeter Jr. 5621 1131 M5 Flow Hood Alnor Barometer Jr. 5622 22x2005 Flow Hood Alnor Barometer Jr. 5623 2/16/2005 Flow Hood Alnor Baomater Jr. 5346 1120/2005 Flaw Hood Atncr Baomater Jr. 5784 31152005 Flow Hood Alnor Barometer Jr. 4828 402005 Flcw Hood Shodridge CFM-83 6583 3x312005 Multmeter Shortridge _ ADM-860 M01132 3/22I2o05 Multimeter Shortridge ADM-860 M98270' 5(1112005 X Multimeter Shortridge ADM-860 M01677' 61132005 Multimeter Shortridge ADM-860 M01051'. 4/12)2C05 Multimeter Shunrid ADM-860 M01M. 21172005 Multimeter Shortridge ADM-860 M99327 6x82005 Multirneter Shortridge ADM-860 M98420 272005 Multimeter Shortridge ADM-860 M951031 4272005 Muhimater Shortridge ADM-860 M01675 125/2005 Water Meter ITT Barton 0-300 226C-SC91271 4111/2005 Water Meter ITT Barton 0.300 225-80902 &16/2005 Water Mwer ITT Barton 0-300 226-BCS7172 5x172005 Water Meter Alnor 0-300 433 3129/2005 Duct Pressure TL41e United McGill VT5-95 3895-L 411812005 Duct Pressure Tube United McGill MT5-95 3809-L CY2112005 Duct Press a Tube United M, Gill 6230?J-82 3911-X 3/222005 Sound Meter Quest 2700/508C HV8060053 111912005 Vibration Meter Quest 508C DS8010007 4/52005 Lighting Meter Extech 407445 L476990 310/2005 Air Foil ,Shortridge NA NA NA X Vel-grid 'IShorridge NA NA NA Velometer Bachrach 16-7001 NA NA Velometer Bachrach 167002 NA NA Ircline Manometer Dwyer 0-5" NA NA X Rtot Tube Dwyer 2W NA NA Rtot Tube Dwver 48' NA NA Rtot Tube Dwyer CO. NA NA Digital Thermometer IMC 2100 4160 NA Magnehelic Dwyer 0-1 C-2D01 NA Magnehelic Dwyer 0-2 C-2002 NA Magnehelic Dwyer 0-3 C-2003 NA X Amp/Volt Meter Amprobe ACD-10 Various NA X Strobe Lights Monarch Nova Various NA 9-+3-05; I 'dGaM a.i e.ch, -11 E c_IanCe :-63 4]5 GE@S > `t£ CAMP BUTWIN LODGE 1 EAGAN, MINNESOTA August 25, 2005 AIR HANDLING UNIT TEST UNIT: MUA #1 MFG: Rupp MODEL: R2D-500-G15 CONDITIONS REQUIRED PRELIMINARY FINAL TOTAL CFM 5,000 5,115 5,093 EXT. FAN STATIC .5 15 / +.5 / .65 -.13 / +.55 /.68 FAN RPM 950 975 975 MOTOR RPM 1750 1750 1750 MOTOR VOLTS 208 208 208 MOTOR AMPS 15.4 12.3 / 12.1 / 12.2 12.3 / 12.1 / 12.2 HORSEPOWER 5 5 5 1O.A. DAMPER 100% O.A. 100% O.A. 100% O.A. Test & Balance by MECHANICAL TEST & BALANCE 13-OS: OAV:M 1. -ex' & Salence :763 470 6655 # E! t 21 CAMP BUTWIN LODGE 2 EAGAN, MINNESOTA August 25, 2005 GRILLES, REGISTERS and DIFFUSERS UNIT: MUA #1 ROOM OUTLET REQUIRED PRELIMINARY FINAL % OF . NO. " NUMBS "K" VEL CFM VEL, CFM VEL CFM RE Kitchen 1-1 1.1 1136 1250 1250 1375 1180 1298 104% 1-2 1.1 1136 1250 1150 1265 1170 1287 103% 1-3 1.1 1136 1250 1100 1210 1120 1232 990/0 " 1-4 1.1 1136 1250 1150 1265 1160 1276 102% TOTAL 5,000 5,1151 5,093 102% Test & Balance by MECHANICAL TEST & BALANCE v- 0_. 7 .201M;V CI. Teat 3 ~Iance ,-od 179 BEES = 7/ iZ CAMP BUTWIN LODGE 3 EAGAN, MINNESOTA August 25, 2005 EXHAUST FAN TEST FAN NUMBER Furnace 1 Furnace 2 Furn. 3&4 Furn. 5&6 Furnace 7 MANUFACTURER Lennox Lennox Lennox Lennox Lennox MODEL NO. G51MP G51MP G51MP G51MP G51MP MOTOR HP 1/2 1/5 111 1/1 1 VOLTAGE 120 120 120 120 120 AMP. RATING 8.2 3.7 11.0/ 11.0 11.0/11.0 11.0 ACTUAL AMP. 7.5 3.4 9.7/9.9 9.6/9.6 8.8 REQUIRED RPM Direct Drive Direct Drive Direct Drive Direct Drive Direct Drive ACTUAL RPM Direct Drive Direct Drive Direct Drive Direct Drive Direct Drive REQUIRED CFM 2,000 940 1390/ 1390 1990 / 1990 1,520 ACTUAL CFM 1,888 919 1436 / 1436 1376 / 1376 * 1,658 LOCATION 104 104 104 104 104 *Maximum CFM obtainable. Test & Balance by MECHANICAL TEST & BALANCE 8-is-p5; 7: 20'M:Me,-h. Test d 3315..-ce ;7c3 479 GeSS u 3/ 12 CAMP BUTWIN LODGE 4 EAGAN, MINNESOTA August 25, 2005 GRILLES, REGISTERS and DIFFUSERS UNIT: Furnaces ROOM OUTLET RE UIRED PRELIMINARY' FINAL % OF NOa NUMBER "K" VEL CFM VEL CFM VEL, CFM' REQ. ' Fumace 1 102 1-1 1.1 200 220 200 220 190 209 95% 1-2 1.1 200 220 185 204 185 204 93% 1-3 1.1 200 220 180 198 195 215 98% 103 1.4 1.1 236 260 200 220 220 242 93% 102 1-5 1.1 200 220 190 209 190 209 95% " 1-6 1.1 200 220 190 209 190 209 95% 202 1-7 1.1 290 320 385 424 275 303 95% " 1-8 1.1 290 320 160 176 270 297 93% TOTAL 2,000 1860 1,888 94% Furnace 2 Kitchen 2-1 1.1 382 420 410 451 410 451 107% 2-2 1.1 382 420 425 468 425 468111% TOTAL 840 919 919 109% Test & Balance by MECHANICAL. TEST & BALANCE 9-1:-05: :73' 0' c055 e 9! i5_ CAMP BUTWIN LODGE 5 EAGAN, MINNESOTA August 25, 2005 GRILLES, REGISTERS and DIFFUSERS UNIT: Furnaces ROOM OUTLET REQUIRED PRELIMINARY FINAL Q/o OF NO. NUMBS "K" YEL CFM VEL CFM VEL CFM RE Furnace 3 & 4 201 1 1.1 364 400 850 935 375 41.3 103% " 2 1.1 290 320 200 220 300 330 103% " 3 1.1 290 320 200 220 310 341 107% 4 1.1 290 320 250 275 290 319 1oo% 5 1.1 290 320 310 341 300 330 1o3% 6 1.1 364 400 950 1045 380 418 105% 214 7 1.1 290 320 350 385 300 330 103% 8 1.1 290 320 420 462 295 325 102% 215 9 1.1 55 60 120 132 60 66 110% TOTAL _ 2 780 4,015 2,872 103% Furnace 5 & 6 100 1 * 1.1 490 540 450 495 350 385 71% 2 * 1.1 490 540 400 440 260 286 53% 3 * 1.1 490 540 380 418 250 275 51% 4 * 1.1 490 540 370 407 250 275 51% " 5 * 1.1 490 540 380 418 240 264 49% 105 6 1.1 290 320 100 110 290 320 100% 7 1.1 290 320 110 121 280 308 961b 8 1.1 290 320 115 126 295 325 102% 9 1.1 290320 95 105 285 314 98% TOTAL 3,989j_ 2 640 1*2 752 69% *No access to balancing dampers. **Maximum. CFM obtainable due to duct size. Test & Balance by MECHANICAL TEST & BALANCE =-I3-05: 204M: mec-'. T2?r g ga; snce :753 179 E555 O/ +2 CAMP BUTWIN LODGE 6 EAGAN, MINNESOTA August 25, 2005 GRILLES, REGISTERS and DIFFUSERS UNIT: Furnaces ROOM OUTLET REQUIRED _ PRELIMINARY FINAL Wo. NO. NUMBER "K" VEL CFM. VEL'; CFM VEL CFM REQ.,. Furnace 7 207 7-1 1.1 127 140 230 253 135 149 106% 206 7-2 1.1 127 140 230 253 140 154 110% 105 7-3 1.1 73 80 110, 121 80 88, 110% 200 7-4 1.1 127 140 290 319 135 149 106% " 7-5 1.1 127 140 290 319 135 149 106% 106 7-6 1.1 73 80 100 110 80 88 110% 107 7-7 1.1 182 200 150 165 200 220 110% 208 7-8 1.1 182 200 50 55 200 220 11o% 209 7-9 1.1 55 60 140 154 60 66 110% 108 7-10 1.1 182 200 150 165 195 215 108% 210 7-11 1.1 55 60 140 154 60 66 11o% 212 7-12 1.1 55 60 90 99 60 66 11o% TOTAL 1,520 2,167 1,6301 107% Test & Balance by MECHANICAL TEST & BALANCE 3-t2-C5. .201M::,. . Te_: s c2I3n_a ..ce 479 cd._c C tt/ t2 CAMP BUTWIN LODGE 7 EAGAN, MINNESOTA August 25, 2005 EXHAUST FAN TEST FAN NUMBER E-1 _ E-2 E-3 E-4 E-S MANUFACTURER Greenheck Greenheck Greenheck Greenheck Greenheck MODEL NO. SPA390 SPA390 SPA390 SP13110 SPB110 MOTOR HP 135 Watts 135 Watts 135 Watts 80 Watts 80 Watts VOLTAGE 115 115 115 115 115 AMP. RATING 1.42 1.42 1.42 1.0 1.0 ACTUAL AMP. 1.2 1.25 1.23 0.8 0.83 REQUIRED RPM 1350 1350 1350 950 950 ACTUAL RPM Direct Drive Direct Drive Direct Drive Direct Drive Direct Drive REQUIRED CFM 225 225 225 75 75 ACTUAL CFM 330 330 260 95 90 LOCATION 107 108 110 209 209B Test & Balance by MECHANICAL TEST & BALANCE 9-'.r __:,,M:!✓EJr.. 'Cbt Bal_._e -.o E:SE s i2/ _ CAMP BUTWIN LODGE 8 EAGAN, MINNESOTA August 25, 2005 EXHAUST FAN TEST FAN NUMBER E-6 EMF-1 EHF-2 MANUFACTURER Greenheck Greenheck Greenheck MODEL NO. SPB110 CWB180 CWB121 MOTOR HP 80 Watts 2 1/4 VOLTAGE 115 230 115 AMP. RATING 1.0 7.5 5.8 ACTUAL AMP. 0.8 6.8 5.3 REQUIRED RPM 950 1416 1626 ACTUAL RPM Direct Drive 1425 1215 REQUIRED CFM 75 4,200 800 ACTUAL CFM 100 4,310 835 LOCATION 210 Kitchen Kitchen Test & Balance by MECHANICAL TEST & BALANCE BUILDING CODES & L I 651-296-4639 STANDARDS DIVISION Fax: 651-297-1973 408 Metro Square Building TTY: 651-627-3529 121 7th Place East Minnesota Department TTY Toll Free: 800-627-3529 St. Paul, MN 55101-2181 of Labor and Industry www.buildingcodes.state.mn.us September 13, 2005 APPROVED FOR USE Jewish Community Center 1375 St. Paul Ave. St. Paul MN 55116 RE: Hydraulic Passenger - Elevator ID# -11498PT05-01 Site: Camp Butwin 945 Butwin Rd. Eagan 55121 Dear Sir/Madam: Minnesota Statutes Chapter 16B provides that the Department of Labor and Industry, Building Codes and Standards Division, Elevator Safety Section, inspect and approve elevators and manlifts (endless belt lifts) before they can be legally used in Minnesota. An Inspector from the Elevator Safety Section recently inspected your facility and determined it meets requirements of the Minnesota Elevator Safety Code. NOTE: Compliance with Minnesota Rules and the ANSUASME A17.1, Safety Code for Elevators and Escalators does not necessarily assure compliance with the Americans With Disabilities Act of 1990. Sincerely, BUILDING CODES AND STANDARDS `-44- Bill J. Reinke State Elevator Inspector bjr/kad (CE-2) C. Schoeppner, Dale R., BO, City of Eagan ThyssenKrupp Elevator James Steele Construction ElFormCE2 This information can be provided to you in alternative formats (Braille, large print or audio tape). An Equal Opportunity Employer f q q5 65ogw►v s 'iL' ;ti 3 ALiI x3!iffi` sLt$uhh'. r.r'iS'm'T~ntr h ~ Prepared For ~CapButwin -_Vllage_.1 =-821 120th.- St--W.--, Eagan, Mn. 55068 651-423-1507 Prepared By tt 18070 218th. St. E W81~h ~n.„~5081~ s~ Ll~`.,cicx's. 1003500010-51 & 52 General Information: Village 1 Site Address: same PID# 1003500010-51 & 52 County: Dakota Municipality: Eagan Permitting Authority: Eagan Soil Survey Page 16 Soil Survey Map Unit: 342C Area Tested: Approx. sq. ft. of area tested: 2450 # of borings: 4 Date of boring- 7/31 /99 Percent of slope: 18.00% Type of vegetation: wooded Landscape position: backslope Evidence of; Disturbed or compacted soil? no Fill? ra Potential for flooding? no Shoreland? yes Floodplain? no Body of water classification: natural enviroment O'Brien Lake Tanks Soil treatment Bluffline Special setbacks: 150' 150' na Ordinary high water elv.: 910.7' 1003500010-51 & 52 Soil Borings: Texture Color Stucture B1 0-6" sandy loam 10yr3/2 granular,weak 6-20" sandy loam 10yr4/3 granular,weak 20-40" sandy loam 10yr5/3 blocky,weak 40-54" loamy sand 10yr4/ 3,4/4 loose 54-60" sandy loam 7.5yr4/4 blocky,moderate B2 0-4" sandy loam 10yr3/2 granular,weak 4-24" sandy loam 10yr4/4 granular,weak 24-48" loam 7.5yr4/4 blocky, moderate, friable 48-60" loam 7.5yr5/4 bloc ky,moderate, friable B3 same as B1 B4 same as 1311 Water table present? no Depth: none noted to 60" Mottled soil present? no Depth: none noted to 60" Limestone or sandstone bedrock present? no Depth: none noted to 60" Perc Data: Soaked holes for 4 hrs. beginning 12:00 pm 7/31/99 Test Date: 8/ 1 /99 Depth of test: P1-24" Soil texture at 24" sandyloam 10yr5/3 132-24" 24" sandyloam 10yr5/3 Perc. rate= P 1 8.5 m PI, P2 9 mai Perc. rate= 9 m o i % fine sand: < 50.00% Soil sizing factor= 1.27 1003500010-51 & 52 Design: Stucture use: other establishment day camp shelter Water use: *see attached water use worksheet* Average daily flow: 231 gpd Maximum daily flow: 249 gpd Garbage disposal? rb Sewage ejector? no Tanks Minimum tank size required: 1000 gal. Compartmented? no Lift station required? yes Minimum size 1000 gallons Soil treatment Trench rock under pipe sq. ft. lin. ft. Sq. ft. of soil treatment req'd with 6" 293 98 12" 235 78 18" 194 65 24" 176 59 10" gravelless 293 98 Infiltrator standard 293 98 (Warrantied) Infiltrator standard 176 59 Pressure bed 6" 293 Well information: Setback= Tanks Soil treatment well> 50' deep and cased to> 50' S0' 50' Actual distance: 90' >100' No adjoining wells within 100' of system. Elevations: ( approx. ) Grade elevation ( top of slab 100.00 Grade elevation at proposed new tank: 99.00 Grade at existing bldg.: 100.00 Grade elevation at area tested: 106.50 Grade elevation at lowest boring: 100.00 Lowest floor elevation: 100.00 1003500010-51 & 52 Comments: Protect tested area from all vehicular and construction equipment traffic. Water meter to be installed in building isolated from outside water use.. Properly abandon old tanks. Maximum depth of trench or bed: 24" Minimum depth of trench or bed: 241' Recommendations: Install 1-1000 gal. septic tank with filter on outlet. Install 1-1000 gal. lift station with alarm. Extend manholes on both tanks to grade and secure. Install 420 sq.ft. ( 140 lin. ft. ) of 10" SB2 gravelless pipe or equivalent. Limitations: The recommendations within this report represent the professional opinion of Benson Septic Service. The findings are in accordance with current accepted standards for evaluating sites and soils for individual sewage treatment systems in the State of Minnesota. No warranty is implied or intended regarding the hydraulic performance of the system due to unknown conditions during construction, future water useage over the life of the system, abuse of the system, and/or inadequate maintenance of the system, all which will adversely affect the life of the system. This is not a permit to construct the system. This report should be submitted to the proper permitting authority for approval and issuance of a permit to construct. Roger ogBenson #190 0 ner Benson Septic Service 1003500010-51 & 52 Pump Selection: Village 1 Outside Effluent Lift Selected Pump Capacity: 25 gpm System Sizing (gpd 231 gpd Selected Pipe Diameter: 2 in. Head Requirements Elevation difference between pump and point of discharge: 12.5 ft. Friction Loss ( f.l. ) m 2" 20 .73 Friction loss/100' of pipe: 1.11 ft./ 100, 25 1.11 30 1.55 Pipe length from pump to point of discharge 75 ft. 35 2.06 Equivalent pipe length: 93.75 ft. 40 2.64 Total friction loss: 1.04 ft. 45 3.26 50 3.99 Total Head Requirement: 13.54 ft. Pumpout Volume Dosing: 57.75 gal. Drainback: 13.07 gal. Total pumpout volume: 70.82 gal. Pump must be selected to pump: 25 gpm With a total head of: 13.54 ft. With a pumpout volume of: 70.82 gal./cycle Pump tank: 1000 gal. Alarm: DVL Level Alarm 1003500010-51 & 52 Benson Septic Service Water Use Worksheet Facility: Camp Butwin ( Day camp villages). This facility is located in Eagan. It serves as a day camp and has a pool facility. The day camp operates for two months ( 5 days per week ) in the summer from 6/13 to 8/13. The day camp consists of mens and womens toilet facilities in shelter type stucturers (4 existing villages and 1- proposed new village There are no showers. There is no food preparation. The maximum number of 75 people using each village on any given day was obtained from the camp supervisor. Maximum number of people at camp on any given day at this time is 235. This includes 15 supervisory personel. Water meters were installed at each well. Metered water usage at Village # 1. 152 gpd 156 gpd 144 gpd 166 gpd 152 gpd 770 gpd/5 day week = 154 gpd average/ day Metered water usage at Village 2 and 3: unusable due to outside water usage and leaking water line. Metered water usage at Village #4: 46 gpd 49 gpd 52 gpd 50 gpd 63 gpd 260 gpd/5 day week = 52 gpd average/ day For the design of the ISTS systems for the villages 1-5 ) I will use the metered flow from Village # 1 and add a 50% saftey factor for small changes in use. Maximun design flow for tank sizing = 166 gpd * 1.5 = 249 gpd Average design flow for sizing of drainfield = 154 gpd * 1.5 = 231 gpd I believe these estimates to be conservative. U~IIa~~- I -I'~uk IDC~~II~d~~s s//tak~9 QJOQIKr,~ OGf9TlPIJ '7 7~"K}V-tF JJ io o~ ~si ~12~U 33 _ Llv, iZ. d Qj rN G RES q00. 11 25' 0.o d 5 v~ r. l S l Q 1 A- 4:0 nil~ O `U a0 - r2 Drr.~. iK Q, 4ck 10 _ x.11 Po~2 Paz'--- CO f 1, Flo ~EI~• o0 155o SEf'~~~lt 40 131 > 100' ib. (~tis,eQ kgkc Camp Butwin ISTS Systems Specifications : All work to be completed according to Mn. Rules Chapter 7080 and according to designs supplied. All tanks will be precast concrete ( manufactured by Minnesota Precast, Rosemount, Mn. or equivalent Tanks that have filters are required to have a manhole over the outlet for servicing filter. The filters for the village systems are to be Zoeller 170-0023 residential effluent filters or equivalent. The filter for the pool facility is a Zoeller 170-0017 commercial effluent filter or equivalent. All manhole covers will be Northwest Cascade green manhole covers supplier is Pipeline Supply, Inc., Monticello, Mn. These covers are to be secured to the riser. Lift stations are to be installed with a junction box at the tank. Conduit from the tank to the junction box is to be of suff icient diameter to allow for pulling of pump power cords with the cord ends attached ( 21/2" is recommended The junction box should be large enough for the installation of a power outlet in the box to plug in the pumps ( 8" x 8" x 4" minimum It will be the responsibility of the ISTS contractor to run all wiring ( direct bury ) for the pumps and alarms to the building ( Owners electrician will make the connections at the building. ISTS contractor to supply alarms The village alarms are to be Vector DLV level alarms or equivalent. The duplex control panel and alarm for the pool facility will be a Rhombus 1221W1 14H8C or equivalent. It will be the responsibility of the ISTS contractor to retain the services of a state licensed electrician for all electrical work. All pumps are to be 110V and sized for the proper head requirements. Pipe connecting drop boxes will be SDR 35 or equivalent. Inspection pipes on tanks and drop boxes will be SDR 35 or equivalent. All other sewer pipe will be schedule 40. Drainfield tubing will be 10" SB2 ( manufactured by Advanced Drainage Systems or equivalent It will be the ISTS contractors responsibility to minimize damage to existing trees. Trees and vegetation that must be removed to install system will be piled on-site as directed by the architect and burned ( burning permit can be obtained from the state fire marshal All old tanks are to be properly abandoned. It will be the ISTS contractors responsibility to cover the pool facility drainfield with one extra foot of soil. Soil will be supplied by owner (excess from other site work). It will the ISTS contractors responsibility to obtain permit, pay for permit and schedule all required inspections. It will be the responsibility of the ISTS contractor to coordinate all work with the general contractor. It will be the responsibility of the ISTS contractor to verify all field conditions before bidding. ~.xac{ x,R~R Yv ¢ csmRY>l➢zn. S >R~ 'LAi3 °T +.i. tl ien tie y4eo ux%ur; . Prepared For Camp Butwin `y_i11age 2 1 821 120th. St. W. Eagan, Mn. 55068 651-423-1507 Prepared By 18070 218th. St. E. welub signg . 1003500010-51 & 52 General Information: Village 2 Site Address: same PID# 1003500010-51 & 52 County: Dakota Municipality: Eagan Permitting Authority: Eagan Soil Survey Page 16 Soil Survey Map Unit: 342C Area Tested: Village 2 and 3 share same tested area. Approx. sq. ft. of area tested: 3375 # of borings: 4 Date of boring 7/31 /99 Percent of slope: 16.00% Type of vegetation: wooded Landscape position: shoulderslope Evidence of; Disturbed or compacted soil? no Fill? no Potential for flooding? no Shoreland? yes Floodplain? no Body of water classification: natural enviroment O'Brien Lake Tanks Soil treatment Bluffline Special setbacks: 150' 150' na Ordinary high water elv.: 910.7' 1003500010-51 & 52 SOII Borings: Texture Color Stucture B1 0-8" sandy loam 10yr3/2 granular,weak 8-36" sandy loam 10yr5/3 blocky,weak 36-60" loam 7.Syr4/4 blocky,weak B2 0-6" sandy loam 10yr3/2 granular,weak 6-36" sandy loam 10yr5/3 blocky,weak 36-49" loam 1 Oyr5/3,4/4 blocky,moderate,friable 49-60" sandy loam 7.5yr5/4 blocky, moderate, friable B3 same as B2 mottled at 56" B4 0-6" sandy loam 10yr3/2 granular,weak 6-24" sandy loam 10yr5/4 blocky,weak 24-38" loamy sand 10yr5/3 loose 38-58" loam 7.5yr4/4 blocky,moderate,friable mottled at 58" Water table present? no Depth: nonenotedto56" Mottled soil present? yes Depth: 56",58" Limestone or sandstone bedrock present? nc Depth: none noted to 56" Perc Data: Soaked holes for 4 hrs. beginning 2:00 pm 7/31/99 Test Date: 8/ 1 /99 Depth of test: P1-20" Soil texture at 20" sandy loam 10yr5/3 P2-20" 20" sandy loam 10yr5/3 Perc. rate= P 1 6.2 m a i P2 12.8 mpi Perc. rate= 12.8 m Pi % fine sand: < 50.00% Soil sizing factor= 1.27 1003500010-51 & 52 Desiqn: Stucture use: other establishment day camp shelter Water use: *see attached water use worksheet* Average daily flow: 231 gpd Maximum daily flow: 249 gxi Garbage disposal? no Sewage ejector? no Tanks Minimum tank size required: 1000 gal. Compartmented? no Lift station required? yes Minimum size 1000 gallons Soil treatment Trench rock under pipe sq. ft. lin. ft. Sq. ft. of soil treatment req'd with 6" 293 98 12" 235 78 18" 194 65 24" 176 59 10" gravelless 293 98 Infiltrator standard 293 98 (Warrantied) Infiltrator standard 176 59 Pressure bed 6" 293 Well information: Setback= Tanks Soil treatment well> 50' deep and cased to> 50' 50' 50' Actual distance: >100' >50' No adjoining wells within 100' of system. Elevations: ( approx. ) Grade elevation ( top of slab 100.00 Grade elevation at proposed new tank: 96.00 Grade at existing bldg.: 100.00 Grade elevation at area tested: 116.00 Grade elevation at lowest boring: 112.00 Lowest floor elevation: 100.00 1003500010-51 & 52 Comments: Protect tested area from all vehicular and construction equipment traffic. Water meter to be installed in building isolated from outside water use.. Properly abandon old tanks. Maximum depth of trench or bed: 20" Minimum depth of trench or bed: 20" Recommendations: Install 1-1000 gal. septic tank with filter on outlet. Install 1-1000 gal. lift station with alarm. Extend manholes on both tanks to grade and secure. Install 420 sq.ft. ( 140 lin. ft. ) of 10" SB2 gravelless pipe or equivalent. Limitations: The recommendations within this report represent the professional opinion of Benson Septic Service. The findings are in accordance with current accepted standards for evaluating sites and soils for individual sewage treatment systems in the State of Minnesota. No warranty is implied or intended regarding the hydraulic performance of the system due to unknown conditions during construction, future water useage over the life of the system, abuse of the system, and/or inadequate maintenance of the system, all which will adversely affect the life of the system. This is not a permit to construct the system. This report should be submitted to the proper permitting authority for approval and issuance of a permit to construct. Ro er Benson #190 Own Benson Septic Service 1003500010-51 & 52 Pump Selection: Village 2 Outside Effluent Lift Selected Pump Capacity: 25 gpm System Sizing (gpd 231 gpd Selected Pipe Diameter: 2 in. Head Requirements Elevation difference between pump and point of discharge: 22.5 ft. Friction Loss ( f.l. ) m 2" 20 .73 Friction loss/100' of pipe: 1.11 ft./ 100, 25 1.11 30 1.55 Pipe length from pump to point of discharge 225 ft. 35 2.06 Equivalent pipe length: 281.25 ft. 40 2.64 Total friction loss: 3.12 ft. 45 3.28 50 3.99 Total Head Requirement: 25.62 ft. Pumpout Volume Dosing: 57.75 gal. Drainback: 39.22 gal. Total pumpout volume: 96.97 gal. Pump must be selected to pump: 25 gpm With a total head of: 25.62 ft. With a pumpout volume of: 96.97 gal./cycle Pump tank: 1000 gal. Alarm: DVL Level Alarm 1003500010-51 & 52 Benson Septic Service Water Use Worksheet Facility: Camp Butwin ( Day camp villages). This facility is located in Eagan. It serves as a day camp and has a pool facility. The day camp operates for two months ( 5 days per week ) in the summer from 6/13 to 8/13. The day camp consists of mens and womens toilet facilities in shelter type stucturers (4 existing villages and 1- proposed new village There are no showers. There is no food preparation. The maximum number of 75 people using each village on any given day was obtained from the camp supervisor. Maximum number of people at camp on any given day at this time is 235. This includes 15 supervisory personel. Water meters were installed at each well. Metered water usage at Village # 1: 152 gpd 156 gpd 144 gpd 166 gpd 152 qpd 770 gpd/5 day week = 154 gpd average/ day Metered water usage at Village 2 and 3: unusable due to outside water usage and leaking water line. Metered water usage at Village #4: 46 gpd 49 gpd 52 gpd 50 gpd 63 gpd 260 gpd/5 day week = 52 gpd average/ day For the design of the ISTS systems for the villages 1-5 ) I will use the metered flow from Village # 1 and add a 50% saftey factor for small changes in use. Maximun design flow for tank sizing = 166 gpd ' 1.5 = 249 gpd Average design flow for sizing of drainfield = 154 gpd ' 1.5 = 231 gpd I believe these estimates to be conservative. O ~n ~ \ LS 'L p~ ' .,.0 1J3 Q° A Y2 - E~i ( QQ pk er rV3 o t3~ ~ D~CS. k y YI ` r ~ ~ 8 Fl, 1~ xrP /will x !,;Iz/ sal, ~o -r r5~.~t~! rek k` G~ ~ V ~ `P / taJ t S v+ oX NQ u° ~ ~ v w~ Qo R \ ` /oo0 5 g 5 U'71, t9 an, ..^~~a anlr?'~renv u,.~r~rea~~a5s^Y'i Prepared For Camp Butwin ;~Vil~ lag 3~ 821 120th. St. W. Eagan, Mn. 55068 651-423-1507 Prepared By 18070 218th. St. i 1003500010-51 & 52 General Information: Village 3 Site Address: same PID# 1003500010-51 & 52 County: Dakota Municipality: Eagan Permitting Authority: Eagan Soil Survey Page 16 Soil Survey Map Unit: 342C Area Tested: Village 2 and 3 share same tested area. Approx. sq. ft. of area tested: 3375 # of borings: 4 Date of boring- 7/31 /99 Percent of slope: 16.00% Type of vegetation: wooded Landscape position: shoulderslope Evidence of; Disturbed or compacted soil? no Fill? no Potential for flooding? no Shoreland? yes Floodplain? no Body of water classification: natural enviroment O'Brien Lake Tanks Soil treatment Bluffline Special setbacks: 150, 150' na Ordinary high water elv.: 910.7' 1003500010-51 & 52 SOII Borings: Texture Color Stucture B1 0-8" sandy loam 10yr3/2 granular,weak 8-36" sandy loam 10yr5/3 blocky,weak 36-60" loam 7.Syr4/4 blocky,weak B2 0-6" sandyloam 10yr3/2 granular,weak 6-36" sandy loam 10yr5/3 blocky,weak 3 6-49 loam 10yr5/3,4/4 bloc ky,moderate, friable 49-60" sandy loam 7.5yr5/4 bloc ky,moderate, friable B3 same as B2 mottled at 56" B4 0-6" sandy loam 10yr3/2 granular,weak 6-24" sandy loam 10yr5/4 blocky,weak 24-38" loamy sand 10yr5 / 3 loose 38-58" loam 7.5yr4/4 blocky, moderate, friable mottled at 58" Water table present? no Depth: none noted to 56" Mottled soil present? yes Depth: 56",58" Limestone or sandstone bedrock present? nc Depth: none noted to 56" Perc Data: Soaked holes for 4 hrs. beginning 2:00 pm 7/31/99 Test Date: 8/1/99 Depth of test: P1-20" Soil texture at 20" sandy loam 10yr5/3 P2-20" 20" sandy loam 10yr5/3 Perc. rate= P 1 6.2 m pi P2 12.8 mpi Perc. rate= 12.8 m p i % fine sand: < 50.00% Soil sizing factor= 1.27 1003500010-51 & 52 Desiqn: Stucture use: other establishment day camp shelter Water use: *see attached water use worksheet* Average daily flow: 231 gpd Maximum daily flow: 249 gpd Garbage disposal? no Sewage ejector? no Tanks Minimum tank size required: 1 000 gal. Compartmented? no Lift station required? no Minimum size na gallons Soil treatment Trench rock under pipe sq. ft. lin. ft. Sq. ft. of soil treatment req'd with 6" 293 98 12" 235 78 18" 194 65 24" 176 59 10" gravelless 293 98 Infiltrator standard 293 98 (Warrantied) Infiltrator standard 176 59 Pressure bed 6" 293 Well information: Setback= Tanks Soil treatment well> 50' deep and cased to> 50' s0' 50' Actual distance: >100' >50' No adjoining wells within 100' of system. Elevations: ( approx. ) Grade elevation ( top of slab 100.00 Grade elevation at proposed new tank: 98.00 Grade at existing bldg.: 100.00 Grade elevation at area tested: 96.00 Grade elevation at lowest boring: 91.00 Lowest floor elevation: 100.00 1003500010-51 & 52 Comments: Protect tested area from all vehicular and construction equipment traffic. Water meter to be installed in building isolated from outside water use.. Properly abandon old tanks. Maximum depth of trench or bed: 20" Minimum depth of trench or bed: 20" Recommendations: Install 1-1000 gal. septic tank with filter on outlet. Extend manholes on tank to grade and secure. Install 420 sq.ft. ( 140 lin. ft. ) of 10" S132 gravelless pipe or equivalent. Limitations: The recommendations within this report represent the professional opinion of Benson Septic Service. The findings are in accordance with current accepted standards for evaluating sites and soils for individual sewage treatment systems in the State of Minnesota. No warranty is implied or intended regarding the hydraulic performance of the system due to unknown conditions during construction, future water useage over the life of the system, abuse of the system, and/or inadequate maintenance of the system, all which will adversely affect the life of the system. This is not a permit to construct the system. This report should be submitted to the proper permitting authority for approval and issuance of a permit to construct. Roger Benson #190 tOw ear Benson Septic Service 1003500010-51 & 52 Benson Septic Service Water Use Worksheet Facility: Camp Butwin ( Day camp villages). This facility is located in Eagan. It serves as a day camp and has a pool facility. The day camp operates for two months ( 5 days per week ) in the summer from 6/13 to 8/13. The day camp consists of mens and womens toilet facilities in shelter type stucturers (4 existing villages and 1- proposed new village There are no showers. There is no food preparation. The maximum number of 75 people using each village on any given day was obtained from the camp supervisor. Maximum number of people at camp on any given day at this time is 235. This includes 15 supervisory personel. Water meters were installed at each well. Metered water usage at Village # 1: 152 gpd 156 gpd 144 gpd 166 gpd 152 gpd 770 gpd/5 day week = 154 gpd average/ day Metered water usage at Village 2 and 3: unusable due to outside water usage and leaking water line. Metered water usage at Village #4: 46 gpd 49 gpd 52 gpd 50 gpd 63 gpd 260 gpd/5 day week = 52 gpd average/ day For the design of the ISTS systems for the villages 1-5 ) I will use the metered flow from Village # 1 and add a 50% saftey factor for small changes in use. Maximun design flow for tank sizing = 166 gpd * 1.5 = 249 gpd Average design flow for sizing of drainfield = 154 gpd * 1.5 = 231 gpd I believe these estimates to be conservative. k0 P W ° E, io ek ~ i PQQ k~ /^f \ ~ FJ L lJ `I o \ r. 7~ / r a4o % %~^o BdxeS . h / w ~5 ~ I/ /i >5b dy \ x^P / ae(l /0 513 Z- 79 P~LV vf~ x Oz, 5~~ YO Da n a h~ ,y' I sir, ,o v ~ \>II J -o P(3~x~s ~ P / ~ r i Duo h o ,5 15 j` -7 IO K o P /000 1 9 n~ I iul.~li~~a.iw l~ =pool ~l@C ro~u~91Pti Illaa~t¢I9N139Qdd~~+5 Prepared For Camp Butwin - illa _e_4---~ 821 120th. St. W. Eagan, Mn. 55068 651-423-1507 Prepared By 18070 218th. St. E.' Me h-!:i Voi 89 I.I 1003500010-51 & 52 General Information: Village 4 Site Address: same PID# 1003500010-51 & 52 County: Dakota Municipality: Eagan Permitting Authority: Eagan Soil Survey Page 16 Soil Survey Map Unit: 342C Area Tested: Approx. sq. ft. of area tested: 2700 # of borings: 4 Date of boring- 7/31/99 Percent of slope: 16.00% Type of vegetation: wooded Landscape position: shoulderslope Evidence of; Disturbed or compacted soil? no Fill? no Potential for flooding? no Shoreland? yes Floodplain? no Body of water classification: natural enviroment Pond Tanks Soil treatment Bluffline Special setbacks: 150' 150' na Ordinary high water elv.: 902.75 1003500010-51 & 52 Soil Borings: Texture Color Stucture B1 0-5" sandy loam 10yr3/2 granular,weak 5-30" sandyloam 10yr5/3 blocky,weak 30-58" sandy loam,loam 7.5yr4/4 blocky,moderate,friable B2 0-6" sandy loam 10yr3/2 granular,weak 6-29" sandy loam 10yr5/3 blocky,weak 29-58" sandy loam 7.5yr4/4 blocky, mode rate, friable B3 same as 61 B4 0-12" loam 10yr3/2 granular,weak 12-22" loam 10yr5/3 blocky,weak 22-46" loam 10yr5/5,4/4 blocky,moderate,friable 46-56" loam 7.5yr4/4 blocky,moderate,friable mottled at 56" Water table present? no Depth: nonenotedto56" Mottled soil present? yes Depth: 56" Limestone or sandstone bedrock present? no Depth: none noted to 56" Perc Data: Soaked holes for 4 hrs. beginning 4:00 pm 7/31/99 Test Date: 8/1/99 Depth of test: P1-20" Soil texture at 20" sandy loam 1Oyr5/3 P2-20" 20" sandy loam 10yr5/3 Perc. rate= P 1 12.3 m PI" P2 7.6 moi Perc. rate= 12.3 mpi % fine sand: < 50.00% Soil sizing factor= 1.27 1003500010-51 & 52 Design: Stucture use: other establishment day camp shelter Water use: *see attached water use worksheet* Average daily flow: 231 gpd Maximum daily flow: 249 gpd Garbage disposal? no Sewage ejector? no Tanks Minimum tank size required: 1 000 gal. Compartmented? no Lift station required? yes Minimum size 1000 gallons Soil treatment Trench rock under pipe sa. ft. lin. ft. Sq. ft. of soil treatment req'd with 6" 293 98 12" 235 78 18" 194 65 24" 176 59 10" gravelless 293 98 Infiltrator standard 293 98 (Warrantied) Infiltrator standard 176 59 Pressure bed 6" 293 Well information: Setback= Tanks Soil treatment well> 50' deep and cased to> 50' 50' 50' Actual distance: >50' >80' No adjoining wells within 100' of system. Elevations: ( approx. ) Grade elevation ( top of slab 100.00 Grade elevation at proposed new tank: 101.50 Grade at existing bldg.: 100.00 Grade elevation at area tested: 112.00 Grade elevation at lowest boring: 106.00 Lowest floor elevation: 100.00 1003500010-51 & 52 Comments: Protect tested area from all vehicular and construction equipment traffic. Water meter to be installed in building isolated from outside water use.. Properly abandon old tanks. Maximum depth of trench or bed: 2011 Minimum depth of trench or bed: 20" Recommendations: Install 1-1000 gal. septic tank with filter on outlet. Install 1-1000 gal. lift station with alarm. Extend manholes on both tanks to grade and secure. Install 420 sq.ft. ( 140 lin. ft. ) of 10" SB2 gravelless pipe or equivalent. Limitations: The recommendations within this report represent the professional opinion of Benson Septic Service. The findings are in accordance with current accepted standards for evaluating sites and soils for individual sewage treatment systems in the State of Minnesota. No warranty is implied or intended regarding the hydraulic performance of the system due to unknown conditions during construction, future water uswage over the life of the system, abuse of the system, andlor inadequate maintenance of the system, all which will adversely affect the life of the system. This is not a permit to construct the system. This report should be submitted to the proper permitting authority for approval and issuance of a permit to construct. Roger Benson #190 ~~ne Benson Septic Service 1003500010-51 & 52 Pump Selection: Village 4 Outside Effluent Lift Selected Pump Capacity: 25 gpm System Sizing (gpd 231 gpd Selected Pipe Diameter: 2 in. Head Requirements Elevation difference between pump and point of discharge: 19 ft. Friction Loss ( f.l. ) m 2- 20 .73 Friction loss/100' of pipe: 1.11 ft./ 100, 25 1.11 30 1.55 Pipe length from pump to point of discharge 100 ft. 35 2.06 Equivalent pipe length: 125 ft. 40 2.64 Total friction loss: 1.39 ft. 45 3.28 50 3.99 Total Head Requirement: 20.39 ft. Pumpout Volume Dosing: 57.75 gal. Drainback: 17.43 gal. Total pumpout volume: 75.18 gal. Pump must be selected to pump: 25 gpm With a total head of: 20.39 ft. With a pumpout volume of: 75.18 gal./cycle Pump tank: 1000 gal. Alarm: DVL Level Alarm 1003500010-51 & 52 Benson Septic Service Water Use Worksheet Facility: Camp Butwin ( Day camp villages). This facility is located in Eagan. It serves as a day camp and has a pool facility. The day camp operates for two months ( 5 days per week ) in the summer from 6/13 to 8/13. The day camp consists of mens and womens toilet facilities in shelter type stucturers (4 existing villages and 1- proposed new village There are no showers. There is no food preparation. The maximum number of 75 people using each village on any given day was obtained from the camp supervisor. Maximum number of people at camp on any given day at this time is 235. This includes 15 supervisory personel. Water meters were installed at each well. Metered water usage at Village # 1: 152 gpd 156 gpd 144 gpd 166 gpd 152 gpd 770 gpd/5 day week = 154 gpd average/ day Metered water usage at Village 2 and 3. unusable due to outside water usage and leaking water line. Metered water usage at Village #4: 46 gpd 49 gpd 52 gpd 50 gpd 63 gpd 260 gpd/5 day week = 52 gpd average/ day For the design of the ISTS systems for the villages 1-5 ) I will use the metered flow from Village # 1 and add a 50% saftey factor for small changes in use. Maximun design flow for tank sizing = 166 gpd * 1.5 = 249 gpd Average design flow for sizing of drainfield = 154 gpd * 1.5 = 231 gpd I believe these estimates to be conservative. c~~k ~ ate. .°t( o a W a S N T~~N y I ~ J l r0 -+X rrk ~ p l f~ ilk \7 ~ f1. 75 \ O~ \6P\~[' v by T ~ 1 ~ x \ ~P7'7 v y Qq. ~EScQo~ c _ tic" a2 nn QK u 4z 4 x ,r `pa -Roe h ~b''y~j2 x 2 Sc, ~ ~'(/h1 <j~e c_rC~a i.S WCl~S I Gt 4~ C L4 lz Sp ~ 4 Cb m w'N~\ O rrnP\ ~~~I rn k Jii1, {I' sc1 Li sr Lo -c2 ifid4B lAndi1~BPd rur ~i,ca ~p~'~t11i IBe1,df~9~e`re'' ud"`4' Prepared For Camp Butwin - Villages 821 120th. St. W. Eagan, Mn. 55068 651-423-1507 Prepared By 18070 218th: St. E. lh C L~+ 1003500010-51 & 52 General Information: Village 5 Site Address: same PID# 1003500010-51 & 52 County: Dakota Municipality: Eagan Permitting Authority: Eagan Soil Survey Page 16 Soil Survey Map Unit: 342C Area Tested: Village 5 shares same tested area as the pool facility. Approx. sq. ft. of area tested: 30000 # of borings: 5 Date of boring 7/30/99 Percent of slope: 1 2-1 6% Type of vegetation: wooded Landscape position: shoulderslope Evidence of; Disturbed or compacted soil? no Fill? no Potential for flooding? no Shoreland? yes Floodplain? no Body of water classification: natural enviroment O'Brien Lake Tanks Soil treatment Bluffline Special setbacks: 150' 150' na Ordinary high water elv.: 910.7' 1003500010-51 & 52 Soil Borings: Texture Color Stucture B1 0-8" sandy loam 10yr3/2 granular,weak 8-18" sandy loam 10yr5/3 blocky,weak 18-38" loam 7.5yr4/4 blocky, moderate, friable 38-54" sandy loam 7.5yr4/4 blocky,weak mottled at 54" B2 0-4" sandy loam 10yr3/2 granular,weak 4-28" sandy loam,loam 7.5yr4/4 blocky,moderate,friable 28-54" sandy loam 7.5yr4/4 blocky,weak B3 0-24" sandy loam 10yr3/2 granular,weak 24-44" sandy loam 10yr5/3 blocky,weak 44-60" sandy loam 10yr5/3,4/4 blocky,weak B4 0-9" sandy loam 10yr3/2 granular,weak 9-13" loam 10yr4/3 blocky,moderate,friable 13-32" loam 7.5yr5/34/4 blocky,moderate,friable 3 2-54" sandy loam 7.5yr4/45/3 blocky,weak mottled at 54" B4 0-8" sandy loam 10yr3/2 granular,weak 8-18" sandy loam,loam 7.5yr5/34/4 blocky,weak 18-54" sandy loam 7.5yr4/4 blocky,weak Water table present? no Depth: none noted to 54" Mottled soil present? yes Depth: 54" Limestone or sandstone bedrock present? no Depth: none noted to 54" Perc Data: Soaked holes for 4 hrs. beginning 1:00 pm 7/30/99 Test Date: 7/31 /99 Depth of test: P1-18 " Soil texture at 18" sandy loam 10yr5/3 P2-18" 18" sandy loam 7.5yr4/4 Perc. rate= P 1 23.5 m Pi P2 9.6 mpi Perc. rate= 23.5 mpi % fine sand: < 50.00% Soil sizing factor= 1.67 1003500010-51 & 52 Desiqn: Stucture use: other establishment day camp shelter Water use: *see attached water use worksheet* Average daily flow: 231 gpd Maximum daily flow: 249 gpd Garbage disposal? nc Sewage ejector? no Tanks Minimum tank size required: 1 000 gal. Compartmented? no Lift station required? no Minimum size na gallons Soil treatment Trench rock under pipe sq. ft. lin. ft. Sq. ft. of soil treatment req'd with 6" 386 1 29 12" 309 103 18" 255 85 24" 231 77 10" gravelless 386 129 Infiltrator standard 386 129 (Warrantied) Infiltrator standard 231 77 Pressure bed 6" 386 Well information: Setback= Tanks Soil treatment well> 50' deep and cased to> 50' 50' 50' Actual distance: >100' >100' No adjoining wells within 100' of system. Elevations: ( approx. ) Grade elevation ( top of slab 100.00 Grade elevation at proposed new tank: 97.00 Grade at existing bldg.: 100.00 Grade elevation at area tested: 107.00 Grade elevation at lowest boring: 88.00 Lowest floor elevation: 100.00 1003500010-51 & 52 Comments: Tie this facility into the pool facility drainfield. Protect tested area from all vehicular and construction equipment traffic. Water meter to be installed in building isolated from outside water use.. Maximum depth of trench or bed: 181' Minimum depth of trench or bed: 1811 Recommendations: Install 1-1000 gal. septic tank with filter on outlet. Extend manholes on tank to grade and secure. Install 390 sq.ft. ( 130 lin. ft. ) of 10" SB2 gravelless pipe or equivalent. This 420 sq.ft. will be added to the pool facility area. Limitations: The recommendations within this report represent the professional opinion of Benson Septic Service. The findings are in accordance with current accepted standards for evaluating sites and soils for individual sewage treatment systems in the State of Minnesota. No warranty is implied or intended regarding the hydraulic performance of the system due to unknown conditions during construction, future water useage over the life of the system, abuse of the system, and/or inadequate maintenance of the system, all which will adversely affect the life of the system. This is not a permit to construct the system. This report should be submitted to the proper permitting authority for approval and issuance of a permit to construct. Roger Benson #190 Owned Benson Septic Service 1003500010-51 & 52 Benson Septic Service Water Use Worksheet Facility: Camp Butwin ( Day camp villages), This facility is located in Eagan. It serves as a day camp and has a pool facility. The day camp operates for two months ( 5 days per week ) in the summer from 6/13 to 8/13. The day camp consists of mens and womens toilet facilities in shelter type stucturers (4 existing villages and 1- proposed new village There are no showers. There is no food preparation. The maximum number of 75 people using each village on any given day was obtained from the camp supervisor. Maximum number of people at camp on any given day at this time is 235. This includes 15 supervisory personel. Water meters were installed at each well. Metered water usage at Village # 1: 152 gpd 156 gpd 144 gpd 166 gpd 152 gpd 770 gpd/5 day week = 154 gpd average/ day Metered water usage at Village 2 and 3: unusable due to outside water usage and leaking water line. Metered water usage at Village #4: 46 gpd 49 gpd 52 gpd 50 gpd 63 gpd 260 gpd/5 day week = 52 gpd average/ day For the design of the ISTS systems for the villages 1-5 ) I will use the metered flow from Village # 1 and add a 50% saftey factor for small changes in use. Maximun design flow for tank sizing = 166 gpd ` 1.5 = 249 gpd Average design flow for sizing of drainfield = 154 gpd ` 1.5 = 231 gpd I believe these estimates to be conservative. L t ~r L 1 I k I t 6ik ~ h - ia., 5~• 3,~ sa a7a,9sgt° dsiF iro.,r Prepared For Camp Butwin - New Pool Facility I 821 120th.-St. W. Eagan, Mn. 55068 651-423-1507 Prepared By 18070 218th: St. E. z L11~~?§ ign 10035000100-51 & 52 General Information: New Pool Facility Site Address: same PID# 10035000100-51 & 52 County: Dakota Municipality: Eagan Permitting Authority: Eagan Soil Survey Page 16 Soil Survey Map Unit: 342C Area Tested: Village 5 shares same tested area as the pool facility. Approx. sq. ft. of area tested: 30000 # of borings: 5 Date of boring 7/30/99 Percent of slope: 1 2-1 6% Type of vegetation: wooded Landscape position: shoulderslope Evidence of; Disturbed or compacted soil? no Fill? no Potential for flooding? no Shoreland? yes Floodplain? no Body of water classification: natural enviroment O'Brien Lake Tanks Soil treatment Bluffline Special setbacks: 150' 150' na Ordinary high water elv.: 910.7' 10035000100-51 & 52 Soil Borings: Texture Color Stucture B1 0-8" sandy loam 10yr3/2 granular,weak 8-18" sandy loam 10yr5/3 blocky,weak 18-38" loam 7.5yr4/4 blocky, moderate, friable 38-54" sandy loam 7.5yr4/4 blocky,weak mottled at 54" B2 0-4" sandy loam 10yr3/2 granular,weak 4-28" sandy loam,loam 7.5yr4/4 blocky, moderate,friable 28-54" sandy loam 7.5yr4/4 blocky,weak B3 0-24" sandy loam 1 Oyr3/2 granular,weak 24-44" sandyloam 10yr5/3 blocky,weak 44-60" sandy loam 10yr5/3,4/4blocky,weak B4 0-9" sandy loam 10yr3/2 granular,weak 9-13" loam 10yr4/3 blocky,moderate,friable 13-32" loam 7.5yr5/34/4 blocky, moderate, friable 32-54" sandyloam 7.5yr4/45/3 blocky,weak mottled at 54" B4 0-8" sandy loam 10yr3/2 granular,weak 8-18" sandy loam,loam 7.5yrS/34/4 blocky,weak 18-54" sandy loam 7.5yr4/4 blocky,weak Water table present? no Depth: none noted to 54" Mottled soil present? yes Depth: 54" Limestone or sandstone bedrock present? no Depth: none noted to 54" Perc Data: Soaked holes for 4 hrs. beginning 1:00 pm 7/30/99 Test Date: 7/31 /99 Depth of test: P1-18" Soil texture at 18" sandyloam 10yr5/3 P2-18" 18" sandy loam 7.5yr4/4 Perc. rate= P 1 23.5 m PI' P2 9.6 mpi Perc. rate= 23.5 m a i % fine sand: < 50.00% Soil sizing factor= 1.67 10035000100-51 & 52 Design: StuCture use: other establishment New pool facility Water use: *see attached water use worksheet* Average daily flow: 2,230 gpd + 231 gpd ( Village #5 2461 gpd Maximum daily flow: 3070 gpd Garbage disposal? no Sewage ejector? no Tanks Minimum tank size required: 3428 gal. Compartmented? no Lift station required? yes Minimum size 1 500 gallons Soil treatment Trench rock under pipe sq. ft. lin. ft. Sq. ft. of soil treatment req'd with 6" 4110 1370 1211 3288 1096 18" 2713 904 24" 2466 822 10" gravelless 4110 1370 Infiltrator standard 4110 1370 (Warrantied) Infiltrator standard 2466 822 Pressure bed 6" 4110 Well information: Setback= Tanks Soil treatment well> 50' deep and cased to > 50' 50' 50' Actual distance: >100' >100' No adjoining wells within 100' of system. Elevations: ( approx. ) Grade elevation ( top of slab 100.00 Grade elevation at proposed new tank: 93.00 Grade at existing bldg.: na Grade elevation at area tested: 123.00 Grade elevation at lowest boring: 112.00 Lowest floor elevation: 100.00 10035000100-51 & 52 Comments: Protect tested area from all vehicular and construction equipment traffic. Water meter to be installed in building isolated from outside water use.. * The tanks and lift station must be installed at a depth to facilitate gravity flow from the main level of the future main building and retreat. Maximum depth of trench or bed: 18" Minimum depth of trench or bed: 1811 Recommendations: Install 2-1500 gal. and 1-1000/500 gal. septic tanks with commercial filter on outlet. Install 1500 gal. lift station with duplex pumps, duplex control panel, event counter and alarm. Extend manholes on tanks to grade and secure. Install 4,110 sq.ft. ( 1,370 lin. ft. ) of 10" SB2 gravelless pipe or equivalent. This 4,110 sq.ft. includes the 386 sq. ft. required for Village # 5. Limitations: The recommendations within this report represent the professional opinion of Benson Septic Service. The findings are in accordance with current accepted standards for evaluating sites and soils for individual sewage treatment systems in the State of Minnesota. No warranty is implied or intended regarding the hydraulic performance of the system due to unknown conditions during construction, future water uewage over the life of the system, abuse of the system, and/or inadequate maintenance of the system, all which will adversely affect the life of the system. This is not a permit to construct the system. This report should be submitted to the proper permitting authority for approval and issuance of a permit to construct. Roger Benson #190 -Ag ~ Own Benson Septic Service 10035000100-51 & 52 Puma Selection: New pool facility Outside Effluent Lift Selected Pump Capacity: 40 gpm System Sizing (gpd 2230 gpd Selected Pipe Diameter: 2 in. Head Requirements Elevation difference between pump and point of discharge: 38 ft. Friction Loss ( f.l. ) m 2" 20 .73 Friction loss/100' of pipe: 1.11 ft./ 100, 25 1.11 Pipe length from pump to point of discharge 400 ft. 30 1.55 35 2.06 Equivalent pipe length: 500 ft. 40 2.64 Total friction loss: 5.55 ft. 45 3.28 50 3.99 Total Head Requirement: 43.55 ft. Pumpout Volume Dosing: 557.5 gal. Drainback: 69.72 gal. Total pumpout volume: 627.22 gal. Pumps must be selected to pump: 40 gpm With a total head of: 43.55 ft. With a pumpout volume of: 627.22 gal./cycle Pump tank: 1500 gal. with duplex pumps Alarm: Duplex control panel with event counter and alarm 10035000100-51 & 52 Benson Septic Service Water Use Worksheet Facility: Camp Butwin ( New pool facility). This facility is located in Eagan. It serves as a day camp and has a pool facility. The day camp operates for two months ( 5 days per week ) in the summer from 6/13 to 8/13. The new pool facility will have mens and womens toilet facilities with showers. There is no food preparation. The maximum number of 300 people using the pool facility on any given day was obtained from the camp supervisor. Maximum number of people at camp on any given day will be 300. This includes 15 supervisory personnel. A water meter was installed at the pool house to monitor usage of the toilets at the existing pool. Metered water usage at existing pool ( no showers) ( 235 people/ day 791 gpd 742 gpd 760 gpd 715 gpd 772 qpd 3,780 gpd/5 day week = 756 gpd average/ day The estimated water usage from the MPCA manual would be: Maximum water usage for tank sizing =13 gpd/person =13*300 = 3,900 gpd Average water usage for drainfield sizing =10 gpd/person = 10*300 =3,000 gpd Due to the fact that the people using the pool also use the 5 villages it would be reasonable to reduce the sizing of the pool facility by the amount of water used in the villages. This reduction would lead me to size the pool facility as follows: Metered water usage at Villages 1-5: Maximum water use for tank sizing = 166 gpd * 5 = 830 gpd Average water use for drainfield sizing = 154 gpd * 5 = 770 gpd Maximun design flow for tank sizing = 3,900 gpd - 830 gpd = 3,070 gpd Average design flow for sizing of drainfield = 3,000 gpd - 770 gpd = 2,230 gpd I believe these estimates to be conservative. 0 ~ \JD~ ~Y^ S O ~ k QJ a HUVioX- ~1~ 1l o'~ O O c\~r` iµ`14. w ! p' r~ \/-L/ 12, p 7 f C, Q- lr.~~.• i% 7/; Off'. 2 Ya ~ io ~t ni h (2 e t 5 t t< s (H~ 1 lc Pa k' ~p ~Sk r~~G J ~G s a° a~ 14D Q p (~\G ~~So~l O o o- O O D GRppcp V / j-IJ60 ~~wl ~LX 01 -s A k a R ~ka jN X slt-.ov~_l e. (.Y-~clt JyI crc ~',.<n l \o , r1 .Q / of MAD (Y ~ ~ ~a'NRS ~ 5 o u ~ c~ o shy L f O ` ~o~ oarr x 2+5` \OD ~QC r ~5y eD L,~ o S r eila'nan9~ai ,.,ei?<, n[aeu iiSt=~2uY,n~ ltnt~t~ir am.Jt`11 aar, u" Prepared For Camp Butwin =Fu urUse-- 821 120th.''S: We . Eagan, Mn. 55068 651-423-1507 Prepared By 19070 218th. St. E.' j : 1Afthtn as5(~#6. W 10035000100-51 & 52 General Information: Future main building and retreat Site Address: same PID# 100350001051 & 52 County: Dakota Municipality: Eagan Permitting Authority: Eagan Soil Survey Page 16 Soil Survey Map Unit: 342C Area Tested: Main building and retreat will share area tested for pool facility and village # 5. Approx. sq. ft. of area tested: 30000 # of borings: 5 Date of borings 7/30/99 Percent of slope: 1 2-1 6% Type of vegetation: wooded Landscape position: shoulderslope Evidence of; Disturbed or compacted soil? no Fill? no Potential for flooding? no Shoreland? yes Floodplain? no Body of water classification: natural enviroment O'Brien Lake Tanks Soil treatment Bluffline Special setbacks: 150' 150' na Ordinary high water elv.: 910.7' 10035000100-51 & 52 Soil Borings: Texture Color Stucture B1 0-8" sandy loam 10yr3/2 granular,weak 8-18" sandy loam 10yr5/3 blocky,weak 18-38" loam 7.5yr4/4 blocky, moderate, friable 38-54" sandyloam 7.5yr4/4 blocky,weak mottled at 54" B2 0-4" sandy loam IOyr3/2 granular,weak 4-28" sandy loam,loam 7.5yr4/4 blocky, moderate, friable 28-54" sandy loam 7.5yr4/4 blocky,weak B3 0-24" sandy loam 10yr3/2 granular,weak 24-44" sandy loam 10yr5/3 blocky,weak 44-60" sandy loam 10yr5/3,4/4 blocky,weak B4 0-9" sandy loam 10yr3/2 granular,weak 9-13" loam 10yr4/3 blocky, moderate, friable 13-32" loam 7.5yr5/34/4 blocky, moderate, friable 32-54" sandy loam 7.Syr4/45/3 blocky,weak mottled at 54" B4 0-8" sandy loam 10yr3/2 granular,weak 8-18" sandy loam,loam 7.5yr5/34/4 blocky,weak 18-54" sandyloam 7.5yr4/4 blocky,weak Water table present? no Depth: none noted to 54" Mottled soil present? yes Depth: 54" Limestone or sandstone bedrock present? no Depth: none noted to 54" Perc Data: Soaked holes for 4 hrs. beginning 1:00 pm 7/30/99 Test Date: 7/31 /99 Depth of test: P 1-18 " Soil texture at 18" sandy loam 10yr5/ 3 P2-18" 18" sandy loam 7.5yr4/4 Perc. rate= P 1 23.5 m a i P2 9.6 m i Perc. rate= 23.5 m i % fine sand: < 50.00% Soil sizing factor= 1.67 10035000100-51 & 52 Desilan: Stucture use: other establishment Main building and retreat Water use: *see attached water use worksheet* Average daily flow: 3861 gpd Maximum daily flow: 5382 gpd Garbage disposal? no Sewage ejector? no Tanks Minimum tank size required: 51 62 gal. Compartmented? no Lift station required? yes Minimum size 1 500 gallons Soil treatment Trench rock under pipe sq. ft. lin. ft. Sq. ft. of soil treatment req'd with 6" 6448 2149 12" 5158 1719 18" 4256 1419 24" 3869 1290 10" gravelless 6448 2149 Infiltrator standard 6448 2149 (Warrantied) Infiltrator standard 3869 1290 Pressure bed 6" 6448 Well information: Setback= Tanks Soil treatment well> 50' deep and cased to> 50' S0' 50' Actual distance: >100' >100' No adjoining wells within 100' of system. Elevations: ( approx. ) Grade elevation ( top of block 100.00 Grade elevation at proposed new tank: 97.00 Grade at existing bldg.: na Grade elevation at area tested: 123.00 Grade elevation at lowest boring: 112.00 Lowest floor elevation: 92.00 *ejector needed for lower level* 10035000100-51 & 52 Comments: Protect tested area from all vehicular and construction equipment traffic. Water meter to be installed in building isolated from outside water use.. A grease trap should be installed in the main building when it is built. * The tanks and lift station must be installed at a depth to facilitate gravity flow from the main level of the future main building and retreat. Maximum depth of trench or bed: 18" Minimum depth of trench or bed: 18" Recommendations: Install 3-1500 gal. and 1-1000/500 septic tanks with commercial filter on outlet. Install 1500 gal. lift station with duplex pumps and alarm. Extend manholes on tanks to grade and secure. Install 6,448 sq.ft. ( 2,149 lin. ft. ) of 10" SB2 gravelless pipe or equivalent. Additional capacity needed to be added to the pool facility system to meet the requirements of this design are: Add 1-1500 gal. septic tank. Add 2338 sq. ft. ( 779 lin. ft. ) of 10" SB2 gravelless pipe or equivalent. Limitations: The recommendations within this report represent the professional opinion of Benson Septic Service. The findings are in accordance with current accepted standards for evaluating sites and soils for individual sewage treatment systems in the State of Minnesota. No warranty is implied or intended regarding the hydraulic performance of the system due to unknown conditions during construction, future water useage over the life of the system, abuse of the system, and/or inadequate maintenance of the system, all which will adversely affect the life of the system. This is not a permit to construct the system. This report should be submitted to the proper permitting authority for approval and issuance of a permit to construct. Roger Benson #190 Owner Benson Septic Service 10035000100-51 & 52 Benson Septic Service Water Use Worksheet Facility: Camp Butwin ( Future Main Bldg. and Retreat This proposed facility is located in Eagan. It will serve as an office building for day camp personnel, meeting facility, overnigt retreat and dining hall. The retreat is not proposed to operate when day camp is in session. When the retreat is operational there will be 3 employees and overnight facilities for 72 people. The retreat facilities consists of mens and womens toilet facilities with showers. The dining hall has seating for 128 people. There is a small kitchen for a small amount of food preparation. Most food will be prepared off site. There will be no garbage disposal. The estimated water usage from the MPCA manual would be: Max. design for tank sizing = 74 gpd * 72+54 gpd for employees = 5,382 gpd Avg. design for sizing drainfield = 53 gpd * 72+45 gpd for employees =3,861 gpd The water use estimates above are for a lodge facility. These estimates would include meals. Due to the fact that the future main building and retreat are not in use during camp it would be reasonable to add capacity to the pool facility and village # 5 system up to the capacity that is needed for the main building and retreat. Maximun design flow for tank sizing ( Retreat) = 5,382 gpd Maximum design flow ( Pool) = 3,070 gpd Added maximum design flow required = 2,312 gpd Average design flow for sizing of drainfield ( Retreat) = 3,861 gpd Average design flow ( Pool and Village # 5) = 2,230 gpd + 231 gpd = 2,461 gpd Added average design flow required = 1,400 gpd I believe these estimates to be conservative. cc,_2ra~i°^_s ~,.,1 X500 5 II •`1 G 2 1~0 x ~k 5 J \ J o P ~ D 5 ,a O ~ k~ DES Gape p 3-1~ov ~~~1 ~U2 X 40 Took a- , \0 0 0 \ ,z M o ~ tG~,r •,o~^ Ub ~ oA[ { v u. 2 nD N _ C o l o ,r` L~O~ ~ ~7pV 0~ k ~y5✓ e°~ Y S, P Ci G G hSoxes s c 1 w, t~ IN Q- y h~~E 40 Li /-I MASTER CARD 9~5 LOCATION OWNER x// jAr s` #M&q ~ - STRUCTURE AND LAND USED AS SAJ 0 0 L Issued To Permit No. Issued Contractor Owner BUILDING ~r py .Zo „ PLUMBING CESSPOOL - SEPTIC TANK WELL ELECTRICAL HEATING GAS INSTALLING SANITARY SEWER OTHER OTHER i • Approved Items (Initial) Date Remarks Distance From Well FOOTING SEPTIC FOUNDATION CESSPOOL I FRAMING TILE FIELD FT. FINAL ELECTRICAL DEPTH HEATING OF WELL GAS INSTALLATION SEPTIC TANK CESSPOOL DRAINFIELD PLUMBING WELL SANITARY SEWER ♦ 7 • Violations Noted on Back COMMENTS: CITY OF EAGAN 3795 Pilot Knob Road Eagan, MN 55122 N2 - 5832 PHONE:s 4.8100 BUILDING PERMIT APPLICATION Receipt # To be used for Recreation Hall Est. value 17,085 Date May 21, 1980 19_ Site A Bu twin Road dress Erect M Occupancy M Lot Block Sec/Sub.~_ Alter ❑ Zoning A Parcel # 10 03500 010 51 Repair ❑ Fire Zone III ewis Community Center Enlarge ❑ Type of Const. _ V W Name Move ❑ # Stories z 1375 St. Paul Ave Address Demolish ❑ Front 40 ft. o St, au , 8-0711- Grade ❑ Depth 64 ft. city one Name Midwestern Pole Bldgs. Approvals Fees Add 1480 Sibley Memorial Hwy. Assessment Permit 57.00 i~ Water & Sew. Surcharge 9.00 ~ CI ' Y,Ea~qRone 454-8143 ~wPolice Plan check 28.50 Fw Name 531I1P Fire SAC Address Eng. - Water Conn. <W City Phone Planner Water Meter Council Rood Unit 1 hereby acknowledge that I have read this application and state that Bldg. Off. 512l /A(1 the information is correct and re mpfy with all applicable APC Total 94, 50 State of Minnesota Statu I of Eagan Ordinances. Signature of Permittee <<~' A Building Permit is issued to: MIDWEST SRN P LDRS. on the express condition that all work shall be done in accordance II app" ble ate sata_Stattutes City of Eagan Ordinances. Building Official - CITY OF EAGAN Include 2 sets of plans, - 1 site plan.w/elevations & II++ BUILDING PERMIT APPLICATION 1 set of energy calculations. To Be Used For Q ✓'A- vm F Jul 1 Valuation C) L?, Date Site Address OFFICE USE Lot Block Sec./Sub. Erect Occupancy Parcel ~ 03q-()o 01 U 5 ( Alter Zoning Repair Fire Zone Owner: e'- Enlarge _ Type of Const. Move # Stories Address: Derolish _ Front zi0) ft. City/Zip Code: tin , S~ j f~ Grade Depth ./I ft. Phone ' L x - rn APPROVAL4 FEES ~E9- Contractor: lt4 i r>Le) E 5-1f11&1 / f 13G/> s- Assessments Permit i 7_ water/sewer surcharge 3 - Address: ~~C S L / w! ~yt }/u3'Police Plan Check City/Zip Co/de: Sf,Fi Eng- re WSAC ater Conn. Phone L/ 5 L1, Planner Water Meter Council r ! Road Unit Arch./Eng.: Bldg. Off. Address: APC City/Zip Code: Phone TPAL c ASSESSMENT AGREEMENT This Assessment Agreement ("Agreement") is made this day of 2004, by and between JEWISH COMMUNITY CENTER OF THE GREATER SAINT PAUL AREA, INC., a Minnesota non-profit corporation (hereinafter "Landowner"), and the CITY OF EAGAN, a Minnesota municipal corporation (hereinafter "City") (hereinafter collectively referred to as the "Parties"). WHEREAS, Landowner is the fee owner of property located in the City of Eagan, County of Dakota, State of Minnesota and legally described as: 1. North One Hundred and Fifty Feet (N150') of the Southeast one-quarter (SE'/4) of the Southwest one-quarter (SW'/4) of Section Thirty-Five (35), Township Twenty-Seven (27), Range Twenty-three (23), according to the United States Government survey thereof, together with full and complete riparian rights and together with an easement for roadway purposes over and across that certain roadway presently existing, which roadway commences at or near the South line of the aforesaid Section Thirty-five (35) at a point near the Southwest comer of the aforesaid Southeast one- quarter (SE%4) of the Southwest one-quarter (SW'/4) of said Section Thirty- five (35), which said roadway runs in a general Northerly direction unto said property described as the Northeast quarter (NE'/4) of the Southwest quarter (SW'/4) of said Section Thirty-five (35), Township Twenty-seven (27), Range Twenty-three (23), together with the right to widen and improve said roadway to a full width of Twenty Feet (20') and in connection therewith, the right to necessary slopes, cuts and fills for the purpose of so improving said roadway and maintaining the same. (Parcel No. 10-03500-010-52) 2. Northwest quarter (NW'/4) of Southwest quarter (SW'/4) of Section Thirty- Five (35), Township Twenty-Seven (27), Range Twenty-Three (23), according to the Government Survey thereof. (Parcel No. 10-03500-010-50) 3. The Northeast quarter of the Southwest quarter (NE 1/4 of SW 1/4°) of Section Thirty five (35), Township Twenty-seven (27), Range Twenty three (23), together with full and complete riparian rights and all rights of easement apperaining to the property, according to the United States Government survey thereof. (Parcel No. 10-03500-010-51) (hereinafter collectively the "Property"). WHEREAS, the Property has a total obligation of $115,497.00 as and for connection fees associated with the City's storm sewer trunk system (hereinafter the "Connection Fee"); and WHEREAS, the Landowner has requested that the City defer collection of the Connection Fee as an assessment against the Property; and WHEREAS, the City is willing to defer collection upon the terms and conditions contained herein. NOW, THEREFORE, in consideration of the mutual promises contained herein and other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, the Parties do hereby agree as follows: 1. Assessment. The entire Connection Fee of $115,497.00 is hereby levied as an assessment against the Property on an area basis; but shall be deferred without interest until January 1, 2007. 2. Interest. The assessment shall bear interest at the rate of four and one-half percent (4.5%) per annum beginning January 1, 2007. 3. Amortization. Payments shall be amortized over a twenty-year period with the final payment due in full by January 1, 2026. Upon full payment of the assessment, the Property will have satisfied its storm sewer trunk area charges. 4. Waiver. The Landowner hereby accepts the above assessment for storm sewer trunk in connection with the fees in the total amount of $115,497.00. The Landowner hereby waives the right to object or appeal the assessments pursuant to Minn. Stat. § 429.081 and further waives notice of hearing on this Agreement. 5. Binding Effect. This Agreement shall be binding upon and inure to the benefit of the Parties' heirs, successors and assigns and shall run with the land. Y{ CITY OF EAGAN: By: Pat Geagan Its: Mayor By: Mira B. McGarr ey Its: Deputy Clerk Jewish Community Center of the Greater Saint Paul Area, Inc., a Minnesota non-profit corporation By:~ (Print Name) Its: STATE OF MINNESOTA) ) ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this day of October, 2004, by Pat Geagan and Mira B. McGarvey, the Mayor and Deputy Clerk of the City of Eagan, a Minnesota municipal corporation, on behalf of the municipal corporation. Notary Public STATE OF MINNESOTA) ) ss. COUNTY OF DAKOTA ) The foregoing instrument was acknowledged before me this _ day of October, 2004, by , the of the Jewish Community Center of the Greater Saint Paul Area, Inc., a Minnesota non-profit corporation, on behalf of the corporation. Notary Public APPROVED AS TO FORM: City Atto y's ffice Dated: APPROVED AS TO CONTENT: Public Works D artment Dated: a THIS INSTRUMENT WAS DRAFTED BY: SEVERSON, SHELDON, DOUGHERTY & MOLENDA, P.A. 7300 West 147th Street, Suite 600 Apple Valley, MN 55124 (952) 432-3136 (Our File No.: 206-22677) -----1 For Office Use I Permit City ofE 3830 Pilot Knob Road Permit Fee: Eagan MN 55122 Phone: (651) 675-5675 Date Received: Fax: (651) 675-5694 I I Staff: I 1 2009 COMMERCIAL PLUMBING PERMIT APPLICATION Date: U Site Address a4f+ fr~vt% I v1 (r-E3 Tenant: j 6W / y k C-0 W VW IA 0 ! P^1-' El/1TeX-, Suite PROPERTY Name: Phone: OWNER CONTRACTOR Name: U wt-w I ^(``Z.' License Pwt Address:440I Qcg 3EG 4e" II City: N E,%~ State: WA Zip: ~r Phone: ~ ✓ -*Z 3 J 5 Contact Person: F i 'PLC 4,15 1 vVC J TYPE OF New Replacement _ Repair Rebuild , Modify Space - Work in R.O.W. WORK Description of work: 12(LIGATIO-1 e6 INt~e-T Tv WELL- PERMIT TYPE COMMERCIAL _ New Construction Modify Space Irrigation System LX yes no) RPZ / Y PVB) • Rain sensors required on irrigation systems • Avg. GPM (2" turbo required unless smaller size allowed by Public Works) Meters Call (651) 675-5646 to verity that tests passed prior to picking up meter. Domestic: Size & Type Fire: Size & Price 314" meter $203.00 Avg. GPM High demand devices? _Yes -No Flushometers Yes _No COMMERCIAL FEES: $50.50 Minimum (includes State Surcharge) OR Contract value $ x1% = $ 5"G • S7 Permit Fee Required on ALL new buildings and boulevard irrigation systems 4 = $ Radio Meter Read - If Perm FFe is less than $1,000, surcharge is $50 = $ Meter(s) - If Permit Fee is > $1,000, surcharge increases by $.50 for each $1,000 $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). = $ State Surcharge Following fees apply when installing a new lawn irrigation system. $ Water Permit Call the City's Engineering Department, (651) 675-5646, for required fee amounts. $ Treatment Plant $ Water Supply & Storage $ State Surcharge TOTAL FEES $ D 1 Q I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a 7it that the work will be in accordance with the approved plan in the case of w;oorrk which requires a review and approval of plans. I C x - 2WS(41&D x Applicant's Printed Name Appli Signature FOR OFFICE USE Approved By: Date: Required Inspections: !Under Ground -Rough-In Air Test Gas Test -Final PRV Required: _ Yes _ No Page 1 of 3 J ~ - - I _S; I PROJECT NAME: J ~G C 1 DATE: 7- - a 1 q q6 Ft~. A Z.Z ~t ILI f • 8825 Xylon Avenue North Brooklyn Park, MN 55445 01w' INC. Phone: (763) 425-7566 • Fax: (763) 425-4436 mechanical contractors www.horwitzinc.com Job 5018 ____Use BLUE or BLACK Ink I --� Chec%" Y��e� c,� � For Office Use i �lt0�� aIl /� �n �far�s i Permit#: � l'�I��QZ_ � � � � " l I Permit Fee:��O, l)l ) � 3830 Pilot Knob Road � �+�, �.�/�,r, I Eagan MN 55122 ��.�p�3�;;,�� Date Receiyed:V oc.C� !,�� Phone: 651 675-5675 � , /�/ Fax:(657)675-5694 �� r�� StaffLJ�t.7 i ----------� 2015 COMMERCIAL PLUMBING PERMIT APPLICATION ❑ Please submit two(2)sets of plans with all commercial applications. Date: J��nP 22, 2015 Site Address: 945 Butwin Road Tenant: Jewish Community Center � suite#: ' Property Owner tvame: Jewish Community Center Pnone: 621.255.4771 ' rvame: Corval Constructors. Inc. �icense#: State PM063886 - PC643974 Contractor qddress: 1633 Eustis Street city: St. Paul state: MN zip: 55108 Pnone: 651.645.0451 Emaii: PJohnson@corvalgroup.com Type Of WOFk —New _Replacement _Repair X Rebuild _Modify Space _Work in R.O.W. Description of work: Rebuild RPZ#17560 COMMERCIAL _New Construction _Modify Space _Irrigation System(_yes/_no)(�RPZ/_PVB) • Rain sensors required on irrigation systems Permit Type . Avg.GPM (2"turbo required unless smaller size allowed by Public Works) I Meters Call(651)675-5646 to verity that tests passed orior to aickinq ua meter. �I Domestic:Size&Type Fire: 1 Avg.GPM High demand devices? Yes No Flushometers_Yes No COMMERCIAL FEES Contract Value$ x.01 $55.00 Permit Fee Minimum _$ Permit Fee "If contract value is LESS than$10,010,Surcharge=$5.00 =$ Surcharge* *"If contract value is GREATER than$10,010,Surcharge=Contract Value x$0.0005 60.00 "`*If the project valuation is over$1 million, please call for Surcharge -$ TOTAL FEE Following fees apply when installing a new lawn irrigation system $ Water Permit Contact the City's Engineering Department,(651)675-5646,for required fee amounts. $ Treatment Plant $ Water Supply&Storage $ State Surcharge _$ 60.00 TOTAL FEE CALL BEFORE YOU DIG. Call Gopher State One Call at(651)454-0002 for protection against underground utility damage. \ I hereby acknowledge that this information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan; that I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. X Richard Poser X ��--�� ,r� ApplicanYs Printed Name Applicant's Signature �- F�JR OFFICE [1SE Approved By: Date: Required Inspectians: ,Under Ground _Rough-In _Airfiest TGas Tes# _Final ' PRV Req�rired:�Yes_No Meter Related 1#ems: Meter Size Radio Read Manomef�r Sta#f: ' Page 1 of 3 ENVIRONMENTAL RESOURCES DEPARTMENT GROUNDWATER PROTECTION SECTION 14955 Galaxie Avenue • Apple Valley, MN 55124 952.891.7557 • Fax 952.891.7588 • www.co.dakota.mn.us MUNICIPAL NOTICE OF WELL SEALING PERMIT APPLICATION DATE: April 26, 2016 TO: Russ Matthys/Jon Eaton Fax #: RE: Well Permit #: 16-H328535 Well Type: Domestic Municipality: Eagan Environmental Specialist: Luehrs The Dakota County Environmental Resources Department has received the following permit application for the well described. If you require further review of the application or if you have any questions or concerns about it, contact the Environmental Specialist listed above or our office at (952) 891-7557. If there is no response from your office within 24 HOURS (excluding weekends and holidays), we will assume that you have no objections to the issuance of the permit. Please note that permit issuance is always conditioned on the permit applicant's observance of and compliance with all applicable state, county, and municipal laws and codes. Well Contractor: Carlson Well Drilling Date Application Received: 04/26/2016 Anticipated Drilling Date: Time: Anticipated Grouting Date: Time: Property Owner: Jewish Community Center Well Owner: Jewish Community Center WELL LOCATION: PLS Coordinates: SW 1/4, SW 1/4, NE 1/4, SW 1/4, Sec 35 Town 027 Range 23 Street Address: 945 BUTWIH RD �(� fT �� n PIN Number: 101634001001 WELL INFORMATION: Diameter: Casing Depth: Total Depth: Static Water Level: Aquifer: COMMENTS: SCS ee6cid ..For Office Use , / i.::°%.,, ..,,..., EAGAN CA � l ;0 6:::e. %, . ( Oa7 REcIE'IE ? Date Received: 7 6 -`/� A 3830 PILOT KNOB ROAD I EAGAN, MN 55122-1810 OF (651)675-5675 I TDD: (651)454-8535 I FAX: (651)675-5694 1 u t_ 2 p 1$ Staff: ,,=L.,.4buildinginspectionsCa�cityofeagan.com 8 L /2�018�COMMERCICAL FIRE ALARM PERMIT APPLICATION Date: 7 L U V Site Address: L �`J f3“4-u/ f c) �1" ba/ L adga µ 4 4�e Tenant: S P "-ti Tech/ .i e/i i p4 ii(4j C.9 vi Suite#: ❑ Requirements: 2 complete sets of drawings and specifications, cut sheets on materials and components Name: 1-ecrt 5 1'I 4i wt ,yf u ter Phone: 6, 5/ d1.5-.s"' €(77/ Pro ert Owner 1f '-'.1- /` p Y • Address/City/Zip: y S 4 kl�K R-� I Applicant is: Owner Contractor Type of Work i Description wof lwv.tiork.7We/a aGrve 'f3c, prGwLa U1 ,.2 lQ ac y 1:34'5( ( 7411)- fn� � l cf 7 ` /6Construction Cost: 1 7.5 Estimated Completion Date: Name: T$ ��/06 1 * : a7ru r Si /teAddressCity: �a - , State: Zip: S�/° Phone: c•‘- / `"I' 7 /O - ( -7?U Contact: rc S4-62''''6 Email: _ S �� KCj C 1�. ca in i _New _Remodel Work Type _Addition Other: Alterations DESCRIPTION OF WORK: . Commercial Residential Educational FEES Contract Value$ I% o v x.01 $60.00 Permit Fee Minimum _$ Permit Fee Surcharge=Contract Value x$0.0005 =$ Surcharge* If the project valuation is over$1 million, please call for Surcharge g $ TOTAL FEE You may subscribe to receive an electronic notification from the City of proposed ordinances by signing up for an email update on the City's website at www.citvofeauan.com/subscribe. I hereby apply for a Fire Alarm permit and acknowledge that the information is complete and accurate;that the work will be in conformance with the ordinances and codes of the City of Eagan and with the Minnesota Building/Fire Codes;that I understand this is not a permit,but only an application for a permit, and work is not to start without a permit;that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. / x N- 4-c-e K d x Ii.,1b' Applicant's Printed Name AP lica�t's i•nature FOR OFFICE USE` Reviewed By: ,,„,.....A./e/ ( Date: -/81 Required Inspections: Rough-In xFinal Fire Alarm Test