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3366 Hwy 55CITY OF EAGAN 'UB #38 Lot h' Blk Parcel 10 03$00 030 02 rt a? I Street R#1 3366 Hwy. #55 State St. Paul, MN 55111 <.?G ?? V, .,": Improvement Date Amount Annual Years Payment Receipt Date STREET SURF. ' STREET RESTOR. GRADING SAN SEW TRUNK 1970 180.00 7.20 25 SEWER LATERAL WATERMAIN WATER LATERAL WATER AREA STORM SEW TRK < 3 1984 561-00 37.40 15 STORM SEW LAT CURB & GUTTER SIOEWALK STREET LIGHT WATER CONN. 13UILDING PER. SAC PARK ?:. "'?' .`• ? CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21 -199, Eagan, MN 55121 PHON E: 454-8100 ' BUILDING PERMIT Receipt To be used for Est. Value Date ,19 SiteAddress_ _ 3344 )ikY SS O FFICE USE ONLY I Lot 03) BIoCk "0Z SeC/Sub. 11 v0• SUPI Oi 1/ 2jS On Site Sewage _ Occupancy ' MWCC SYstem _ Zoning \ Parcei No. On 5ite Well Type of Const Cit Water = ActuaQ ¢ Name y ( (Allowable) W ? Address ? of Storiea 0 City Phone Length Depth Total S F . . °C .O Neme Footprint S.F. ? i Address APPROVAIS FEES f- City PhOne Assessmenta _ Permit ?- ¢ V Water/Sewer _ Surcharge y j W NemB Police _ Plan Review ~ = - Address Fire SAC, C(ty - x ? Z Cit h Engr. _ SAC, MWCC tW y P one Planner WaterConn _ . Council _ Water Meter I hereby acknowledge that I have read this applicatian and state Bldg. Qft. _ Road Unit that the information is correct and agree to comply with all applicable APC _ Treatment P1 5tate of Minnesota Stetutes and City of Eagan Ordinances. Variance _ Parka Signature ot Permittee COpies TOTAL A Building Permit is issued to: on the express condition that ali work shall be done in accordance with all appliCable State of M innesota Statutes and City of Eagen Ordinancea Building Officiel r Permit No. Permit Holdsr Dsta Talephone, ?t Rumbing ?c C/ ?, l -'?? i:? •?ja;'=/??? H.V.A.C. Electric 87 Softener Inspection Date Insp. Comments Footings I s? Footings II ,j Foundation Framing 9-?y?-i t.?. 3- Roofing Rough Plbg. Rough Htg. Isul. Fireplace Final Htg. Final Plbg. Bldg. Final Cert. Occ. ' 'I c Temp. LP Deck Ftg. Deck Frmg. Well Pr. Disp. PERMIT # ? ?c `i PLUMBING PERMIT RECEIPT # ? " 5 -- r CITY OF EAGAN 3830 PILOT KN09 ROAD, EAGAN, MN 55122 DATE: Site Address 2364 BLDG. TYPE WORK DESCRIP710N Lot Block Sec/Sub . Res. -'? New MuIL Add-on ? m Name Comm. Repair ?o Address ather c City Phone RES DNLY - COMPLETE THE FOLLOWING: PLBG _ . NO. FIXTURES TOTAL Name ' tNater Closet - $3.00 R d Bath Tubs - $3.00 3 Address L t - $3 00 ava ory . O CitY Phone Shower - $3.00 Kitchen Sink - $3.00 FEES Urinal/Bidet - $3.00 COMM/IND FEE - 1% OF CONTRACT FEE Laundry Tray -$3.00 APT. BLDGS - COMM RATE APPLIES Floor Drains -$1.50 TOWNHOUSE & CONDO - RES. RATE APPLIES Water Heater -$1 50 MINIMUM - RESIDENTIAL FEE - $12.00 Whirlpool - $3.00 MINIMUM - COMM/IND FEE -$20.00 Gas Prprng Outlets -$i.50 STATE SURCHARGE PER PERMIT - .50 (MINIMUM - 1 PER PERMIT) (ADO $.50 S/C IF PERMIT PRICE GOES Softener -$5.00 BEYOND $1,000.00) Well - $10.00 , Private Disp. - $10.00 i - Rough Openings - $1.50 • , ? . r SIGNATURE OF PERMITTEE • FEE: STATE S/C: FQR: CITY QF EAGAN ? , :_- GRAND TOTAL: ? CITY Ot 9J1C3P1N SkWkIt & WATElt CQNNF•C'hION CnkGES - 19$4 $Xf5TINd PROPEEtT2ES SEFIER CONDTECTtODi CHARGgS SAC Pzeviously Pd. Receipt $ ACCOUNT DEPO5I7' SEWER DEPOSIT TdTALs $ 675.00 15.00 ' 10.50 $ 700.50 ; ? J TOTALe TOTAL FOR SEWER 6 FiATER HOOK-UPf $1,636.50 &,A-? 90.00 228.00 15.00 10.50 12.50 $ 936.00 OFFICE USffi ONLY pROPERTY OWNER3 \ y?""??? • `s 4 ADDRESB: .3 ? p Io 6lY L3 `-' $t g;l? ADDs ?" • .13 Y t9A1'ER CONNBCTION CHARGES WATER CONNECTION $ Previously Pd. Receipt # WATER METER TREATMENT SURCHARGE ACCOUNT DEPOSIT WATER PEI2MIT • PLUMBING PERMIT N £ ,z I4 e J li . a r--.- o.rJ fle C.•a? S S - Wa c? ??? ?c. ?l3da f C'e?- g4" Gr6117rt?j e_ ?_f/ - /?lCd / q ef- a N¢-? v c.-, - ? . e.J niI r. 1 1 ? ? J i c ", ?,- ?Ln I „ 580.00 CITY OF EAGAN rj° 13 61 1 3830 Pilot Knob Road, P.0..9ox 21•199, Eagan, MN 55121 PyCsl E'%54•8100 BUILDING PERMIT RESI?ENTIAL Receipt# Tobeusedfor ADDITION Est.Value $12,000 Date MAY 12 19 87 Site Address 3366 HWY 55 Lot 030 81ock 02 Sec/Sub. AUD. SGB DIV 38 onsitesewage MWCC System Parcel No. On Site well Ciry Water a Name RAY & GAIL SCHNOOR z Address SAME ° City Phone 454-1767 ,a Name DAVE MCLEAN UoQ Address 20341 DliBANT APPROVALS , City WYOMING phone 434-3016 qssessments WateVSewer W w Name Police W ?. Address Fire Q W City Phone E ngr. Planner Council OFFICE USE ONLY _ Occupancy _ Zoning _ Type of Const _ (Actual) (Allowable) # ofStofies Length DepM S.F. Total Footprint S.F. FEES _ Permit $107.50 _ Surcharge 6.00 _ Plan Review 53 _ 7 5 _ SAC,City _ SAC, MWCC _ WaterConn. _ Water Meter I hereby acknowledge thet I have read this appllcatlon antl atate Bldg. Off. _ Roatl Unit thattheinformationiscorrectandagreetocomplywithellapplicable APC _ TreatmentPl State of Minneaota Statutes nd City o} Eagan Ordina ea. Variance _ Parks Copies SignatUfe Of PBfminBe 707AL $1 67. 9 S A Building Permit is issued to: DAVE MCLEAN on the express condition that all work shall be done in accordance with all applicable.State of Minnqsota Statutes and City of Eagan Ordinance& BuildingOfflclal_ ? ?113' / REQUEST FOR ELECTRICAL INSPECTION EB-00001-04 jl? See inatructions for completing this form on beck of Yellow copy. C_V'32 3 :""X" -&elow Work Covered by Ihis Request Nowi Addl Bep. Tvoe of Builtline A.oPlioncea Wired . Equiumenl WireA Home Range Temporary $ervice Duplex Water Heater Ligh[iny Fixtures Apt. Building Dryer Electric HeaLn Commercial Bldy. Furnace Silo Unloader Industrial Bidg. Air Conditioner Bulk Milk Tdnk Farm Other pers v tne' Isoor.llyl t er Sue11ly ther Oihe. Compute lnspection Fee Below M Fee SarviceEntrenmSize n Fee Fexders/SuGfexders ? Fee Circuits 0 to 200 qm s 0 to 30 Am 5 0 tn 30 Am s Above 200 qmps 31 to 100 qmps 31 to 100 Am s Swimming Pool Above 100_Amps Above 700_Amps Transiormers Irrigation i3ooms ,5 Pertial.'Oth ee Signs SVecial Inspection a $' emsi.ks n . ? TOTA FEEt1 e a ? ?J. :-? fj v ? RouBh-in 1f'1: V 1, the E , f0 ? InsPector, hareby certify thet the above Final /?l pection has been J ? 1 etle. Thin reaueat voiE 18 manths Imm This request voitl 18 momhs from . Z2 3'a i Street Addre s . Box or Roate No. Ciry 33bb .55 - ? a ection o. nship Name or No. Ranee No. ch" ?ycyoant IPRINT) ? ' / ?l / ? ? 7 Power Suppl r a . ?/ Adtlress Elect'cal Contracmr Companyyarn Comractor's License No. ? G Maili B A dress 1 ontrecmr or Owner MakinB Inslalla[io 1 33 - -> A rizetl Signature Contractor Ow er akin Installation) Phone Number ? MINNESOTA STpTE BOANO OF ELECTRICITY THIS INSPECTION NEaUEST WILL NOT Gripgs-Midwey 91de• - Aoom N-791 gE ACCEPTED BY THE STATE BOAND 1821 UniversitY Ave., St. Peul, MN 55706 UNLE55 PNOPEP INSPECTION FEE IS Vnnnn f6121 297.2111 ENCLOSED. [D Licensetl ElecVical Contrec[or 1 hereby reQUest insoection of ebove . IQ Owner electrical work inslalletl al: S CITY USE ONLY PERM[T #: `5N o 3 RECEIPT DATE: 2002 RF.S1DENTIAL MECHANlCtkL PER14ITf APi'LICATIO1V C11'Y OF ErkfiAN , 3$30 PILOT KNO$ RD , EA6AN MP 55122 651-681-4675 Please complete for: ? single family dwellings townhomes and condos when permits are required for each unit Date: ` ? - ? SITE ADDRESS: 3??>Lc{n OWNER NAME: TELEPHONE INSTALLER NAME: Wo}ilers Southside Htg. & Air, Inc 6950 W. 146'" St., #106 STREET ADDRESS: Apple Valley, MN 55124 (952) 431-7099 CITY: - STAfE: Place a check mark next Lo the permit work type ZIP: ? Add-on, modification or alteration to existina dwelling unit $ 30.00 • furnace replacement • air exchanger • air conditioner • other Nature of work: L31-ar? cQQ-, CLT 3Ca State Surchar e $ 50 Tatal $ lZ b-AjT" "' S[GNATURE OF PERMITTEE Vo2 cirr use oMLv Oryp? ? L ? BL RECEIPT#: Do?d ? SUBD. 149 0.?6 00 RECEIPT DATE: 1? VW1 lb1'C' XIA ?'J(?< ?-? ?I'7 Y 997 PLUM$1Nfi PEfiMIT (RESIDENT1ihL) CI7'Y OF £Afi/kN 3$30 PILOT KPOS iW EAfiAN, bfP 5578E (612) 6$1-4675 Please complete for: ? single family dwellings A townhomes and condos when permits are required for each unit ? badcflow preventer for underground sprinkler system FIXTURES EACH # TOTAL Shower 3.00 x = Water Closet 3.00 x = Bath Tub 3.00 x = Lavatory 3.00 x = Kitchen Sink 3.00 x = Laundry Tray 3.00 x = Hot Tub/Spa 3.00 x = Water Heater 3.00 x = Floor Drain 3.00 x = Gas Piping Outlet ' minimum -1 3.00 x = Rough Openings 1.50 x = WaterSoftener `fordwellingsunderconsWction 5.00 x Water Sof2er.er ' for existing dwelling 20.00 x = U.G.Spflnkler 'fordwellingunderconst. 3.00 = U.G. Sprinkler ' for existing dwelling 20.00 = Alterations " to existing residanca 20.00 = Water Tum Around 20.00 = Private Disposal System ' Dak Cty Iic. 75.00 7S • = (new and refurbished systems) Private Disposal Systems • Atandonment 20.00 = STATE SURCHARGE .50 TOTAL =5-0 --------------- -----------------•--------------------------------------.._....--------------------------- --------- ------------ I hereby acknowledge that I have read this application, state that the infortnation is cortea, and agree to compty with all applica6le City of Eagan ordinances. It is the applicanPs responsibility to notify the property owner that the Ciry of Eagan assumes no Ilabllity for any damages caused 6y the City during Rs normal opereGonal and maintenance adivitles to the facillties consUucted under this pertnk wRhin City property/rightof-wayleasement. SITE ADDRESS: 2,366 ?- v OWNER NAME: y TEp INSTALLER NAME: y 5 SAliiCC`5 TELEPHONE #: STREETADDRESS: e7??57- CITY: ?5Tin STATE: -? ZIP: SIGNATURE OF PERMITTEE CDIFORMS/PLBG PERMIT (RESIDENTIAL) 1997 . - `. . .. . . .?.? ? f ?? . . . . !! J t !'? { ? ? • . ( ' . '??Y t i ? . . ' . v . . ?. ) ) 1 . . ? . . ?) ) )< . . .?. . . ! l . . . '. ' . . , . . . ' . . ?. l . , . . . , ' . .. . . . T!,' . . . _ i ... . ' . ' .. . . . ? . . . ? .. ? ? , ' .. ?? ? . . ? .. . . - _ .. . _ . ? ? _. . Minnesota Pollution Control Agency ? Individual Sewage Treatment Systems Program Has Issued RN -rd E. Me~, D.R.P. ' Nka?l?a Servioss, tnc. oesigrsr ir Expirss: 3=1348 Umus !!0l MPCA INFORMATION: 1-800-657-3864 ' ISTS LICENSING: (612) 296-7309 AIIII `I(A ' 11960 230fh Sfreet East • Hasfings, MinnesoFa 55033 SERVICES, INC. 612-437-8345 PERC TESTS & SEPTIC DESIGN FOR ?ilPgTy_'uvreAiTaCA - 3J00 IffwV 35- C".?--L/.c. JJ /df The Boring 8 Tests were performed on (-? ) Location ( Sa.n.T ) Soil Size Factor ( r 7) Perc Rate (IF ) The perc tests were performed in accordance with the provisions of W.P.C: 40. Individual Sewage System Standards. Locations of perc tests and their readings are on the following pages. The proposed design is based on water usage of a Type 1? bedroom house. Design specs are as follows. Single Family Home ?ther (please indicate) bOU Est. G.P.D. ? Number of bedrooms Garbage disposal (Yes CS) ?a S U Tank(s) Capacity ?=/7gU L /-/da+ /DOD Pump Tank(s) Capacity Depth to Restriction o le Water Table, Bedrock) ?o Basement Lift - Type (Sewage or EHluent Pump) System Type (Trench k,-' Mound At Grade ) Distribution Gravity Pressure Trench 5ystem ] - SU? .5-1 /b?lJ /.1 1,5 ?6 `Is Sq. Ft. of drainfield trench required Lin. Ft. ot trench required Number of laterals proposed Rock required-Tons Max trench depth Trench Width Mound System or At Grade System Pump Requirement (it needed) Additional Dimensions oi rock base Depth of rock Mound site % oi slope Upslope dike width Downslope dike width Sideslope dike width Overall dimensions of sand base Pump G.P.M. & Total Head Cycles per day Galions per cycle Laterals (Number, Diameter, Spacing) Perforations size & spacing This is a propased design, it should be gone over with the local inspector to insure proper instaJlation and to meet local code. The soil condrtions and perc test have been established at the tesl hole locations only. There may be variations in soil,• stratigraphy between and around borings, and interpolation or exhapolation of the resuJls is not warrantied. Rick Reamer MPCA#701 • Perc Tesf • SepFic System Design 9 Soil Borings GoI NO.,oMz Rev.M INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET / FLO W A. Estimated (?Q0 gpd measured x 1.5= y0gpd ' SEPTIC TANK VOLUME B.&T 0MZ-(2ji'L t ? /0(ln gallons SOILS (Site evaluation data) C. Depth to restricflng layer = 51 feet D. Maximum depth of system C- 3 fr=_/ _ feet E. Texture Percolation rate ?vIPI F. SSF , sq ft/gpd G. Slope _/ % TRENCH BOTTOh4 AREA H. For trenches with 6 inches of rock below the pipe: A x F=4j422) x_Zn¢z= [Oasq ft of bottom area I. For trenches with 12 inches of rock below the pipe: AxFx0.8=_x_x0.8=_sqftofbottomarea ). For trenches with 18 inches of rock below the pipe: AxFx0.66=_x_z0.66=_sqRofbottomarea K. For trenches with 24 inches of rock below the pipe: AxFx0.6=^x_x0.6=_sqftofbottomarea BED BOTTOM AREA L. For seepage beds with 6 or 12 inches of rock below the pipe; 1.5 xAxF=1.5x_x_=_sqftofbottomarea ROCK VOLUME IN CU Ff M. Rock depth below distribukion pipe plus 0.5 foot times bottom area: M=Rock depth + 6 inches x Area (H,I,J,L,K) (-,-r + 0.5 ft) x 4va_ _/Qucu ft ROCK VOLUME IN CU YDS N. Volume in cu ft divided by 27 M+ 27 = cu yds /r,m: 27 =_jj cu yds ROCK WEIGHT 0. Cubic yazds times 1.4 = tons N x 1.4 = tons -J'Z- x1.4=,:a tons SYSTEM LEIVGTH P. Select trench width =ft Q. Divide bottom area by trench width: (H, I, J, or K) + P= lineal feet /2- -j- =,U?lineal feet Ql. Gravelless Design A x F + (3 for 10" pipe, 2 for 8" pipe, width of the Chamber ) -1_ x= _ - _ feet LAWN AREA A. Select trench spacing, center to center =_-7- feet S. Mulriply trench spacing by lineal feet R x Q= sq ft of lawn area _1/_ x3_A?=,?W sqft LAYOUT (Use other side) 1. Select an appropriate scale; one square =-?Peet. 2. Show pertinent property boundazies, right-of-way, easements. 3. Show location of honse, garage, driveway, and all other improvements, existing or proposed 4. Show location and layout of sewage treahnent system. 5. Show location of water supply well. 6. D'ssnension all set backs and separation distances. Esiimaled Sewage Flows in Gallons pet day :. oca Ir.?I IT.?n Ir,?m I rvx 30o zu ieo ? 450 300 218 Of the 600 375 256 valu? 750 450 294 900 szs ssz III r.?L 1050 600 370 ?IX 1200 675 408 m columns Septic 2'ank Capaciurs (in gallom) Number of Minimum Liquid Liquid <apaciry, with Bedrooms Capaciry garbaee tlisposa! ? orless i50 II?5 3 or 3 1000 I SDO s or a uoo zzso 7.8or9 ?WO 3000 Soil Cbaracteristirs and Required Ar«=< for Sexa e Treatmenl Percolauon ftau in Squve Minums per Inch Soil Teimrt fen per ?allon Faster than OJ • Covse Sand ..-- O.IwS Sand 0.83 a.ikos FincSvud•• 167 6 t015 Saney Loam 1,77 16 m 30 Loam 7,67 31m45 SiliLoam ?.pp 46 m 60 Clsy l.oam 2 20 SlowcrNan60"' Clay --'"" ' Soil wo coerse for sexage veaunem. l'se s}stems for mpidly permcaEle soils. ^ Soil having 504 or morc of finc und . plus "ep 6nc sand. •°Soil wiih coo high a percrnuge of day for insullation of an inground sundarE sps¢m. 6 inches=. 0% Reduc#ion* ?2 inches= 20%Reduction . 18Iinches= 34°Ia Reduction : °-24 inches= 40% Reduction * sizing for gravelless trench Geotextile Fabric i 2" Aock Cover 4" Dist. Pipe 6-24" Rock 3/4-21 /2" 78-36"V,5dth Logs of Soil Borings Soil Bore #1 011-12": ri?ecM 1.o4,?24 Problem Soils Observed at 12"-24":??.. C/,y La .,, Mottled 24"-36": .3 une Rock: 36"-48": Ground Water:_ 4811-6011:-?s 6Q"-72": Soil Bore #2 011-1211: IVi`- ?.., Le aAM 14yR Q/a Problem Soils Observed at 12"-24": Soi1;-yk)?F7- 24"-36": O ime Rock: 36"-48": Ground Water:_ 48"-6011:??,?? S ' 60"-72": Soil Bore #3 0"-12": C?jd, Loa,.,i /D Yrr .2V2 -Problem Soils Observed at 12"-24": /Zu. L/a,,. , ?n.&.., ia m3 % Mottled Soil:? 24"-3611: .? Lime Rock: 36"-48": Loa,., /Or Ground Water:_ 48"-60"• ,<' ? - ^ ' ? . cz r? 60"-72" ? ? Soil Bore #4 0"-12": 9.? /e...? /DYiI .21z Problem Soils Observed at 12"-24": /?q., l/dr Lea.1 /ayj??/ 3 Mottled Soil:_ -, .1 2411-36": .?? . Sae,o Le. . /o Lime Rock: 36"-48": Cnound Water:_ 48"-60": 60"-721#: i70 77-c d0 Method used to dig bores -- Backhoe: Auger:_ PERCOLATION TEST DATA SHEET Percolatlon lest readin9s made by on (dale) 5tarling al Test Aole localion Hole numher ?;t I , Depth ol Aole Uollom ZY inches, Diameter ol hole W inches Soll data Irom tesl hole: Deplh, Inches Soil tezlure ?'(? `040'n 6?/s? ?[??7Qti•w. ?4/DLa Q[LI 1!5? ` Melhodolscratchin9sidewall ?441rC,J Deplh ol gravel In Uotlom ol hole inches r Ua1e and hour ol initlal waler Illllnc? ???- ?? , Dep1A ol Initial waler Illling Z? inches above hole boltom. Methotl useA lo malnlaln at least 721nches of waler depth in hote lor at least 4 Aours Maximum water Aeplh aDOVe hole Doltom during test 0 TIMF IIME IMfflVM, MINUIES M[0.5UNfMENI, INCIIES UHOV IN WA1FP IEVfL,INCHfS Y[OCUTAiION f1AlE, MINUIESPEOINCII REMAflY.S '.2 s G % lIS 2U ,O.V,' U Percolation rate = / 2, r minutes per incn. PERCOLATION TEST DATA SHEET Percolalion tesl reaUings made 6y "?Zq.ssEa?on (dale) ? '., siarting ai ia a.m.. ? p.m. ? Test hole localion TvOST • Hole num6er Oate hale was prepared Uepth ol hole Dotrom - / o inches. Oiameter ol hole {-inches Soil dala Irom tesl hole: Dep1h, inches Soil texlure 1-4 /314C.E? Lo.." / ?ji -- ?ll DL[..v Cl.olv ? vo Lo.as.y , Melhad ol scratching sidewall // Deplh of gravel in Goltom of hole ? inches Date and hour ol Inillal water filling ?q? ? G/ p DeptA of inilial water lilling Z_2_inches above hole bottam. MelhaU useA to mainlain at leasl 12 inches ol water tleplh in hole lor at least 4 hours . 6,. Maximum water depih a6ove hole bottom during Ies1 'nches. i1ME IINEINiEHYAL, MINUIkS NFqSUPEMfNi, INCIIES DPOPIN WFiEfl IFVEL. INCNE$ YENCUTAIION IIATf. MINNES PEfl INCH PFNAlINS %2,/) 9yv av / yo /O?o? v l a.b Y Percolalion rate = 15;1 , y minutes per inch coi 10509 coi iosoe CITY OF EAGAN rj° 13 61 1 3830 Pilot Knob Road, P.0..9ox 21•199, Eagan, MN 55121 PyCsl E'%54•8100 BUILDING PERMIT RESI?ENTIAL Receipt# Tobeusedfor ADDITION Est.Value $12,000 Date MAY 12 19 87 Site Address 3366 HWY 55 Lot 030 81ock 02 Sec/Sub. AUD. SGB DIV 38 onsitesewage MWCC System Parcel No. On Site well Ciry Water a Name RAY & GAIL SCHNOOR z Address SAME ° City Phone 454-1767 ,a Name DAVE MCLEAN UoQ Address 20341 DliBANT APPROVALS , City WYOMING phone 434-3016 qssessments WateVSewer W w Name Police W ?. Address Fire Q W City Phone E ngr. Planner Council OFFICE USE ONLY _ Occupancy _ Zoning _ Type of Const _ (Actual) (Allowable) # ofStofies Length DepM S.F. Total Footprint S.F. FEES _ Permit $107.50 _ Surcharge 6.00 _ Plan Review 53 _ 7 5 _ SAC,City _ SAC, MWCC _ WaterConn. _ Water Meter I hereby acknowledge thet I have read this appllcatlon antl atate Bldg. Off. _ Roatl Unit thattheinformationiscorrectandagreetocomplywithellapplicable APC _ TreatmentPl State of Minneaota Statutes nd City o} Eagan Ordina ea. Variance _ Parks Copies SignatUfe Of PBfminBe 707AL $1 67. 9 S A Building Permit is issued to: DAVE MCLEAN on the express condition that all work shall be done in accordance with all applicable.State of Minnqsota Statutes and City of Eagan Ordinance& BuildingOfflclal_ ? ?113' / REQUEST FOR ELECTRICAL INSPECTION EB-00001-04 jl? See inatructions for completing this form on beck of Yellow copy. C_V'32 3 :""X" -&elow Work Covered by Ihis Request Nowi Addl Bep. Tvoe of Builtline A.oPlioncea Wired . Equiumenl WireA Home Range Temporary $ervice Duplex Water Heater Ligh[iny Fixtures Apt. Building Dryer Electric HeaLn Commercial Bldy. Furnace Silo Unloader Industrial Bidg. Air Conditioner Bulk Milk Tdnk Farm Other pers v tne' Isoor.llyl t er Sue11ly ther Oihe. Compute lnspection Fee Below M Fee SarviceEntrenmSize n Fee Fexders/SuGfexders ? Fee Circuits 0 to 200 qm s 0 to 30 Am 5 0 tn 30 Am s Above 200 qmps 31 to 100 qmps 31 to 100 Am s Swimming Pool Above 100_Amps Above 700_Amps Transiormers Irrigation i3ooms ,5 Pertial.'Oth ee Signs SVecial Inspection a $' emsi.ks n . ? TOTA FEEt1 e a ? ?J. :-? fj v ? RouBh-in 1f'1: V 1, the E , f0 ? InsPector, hareby certify thet the above Final /?l pection has been J ? 1 etle. Thin reaueat voiE 18 manths Imm This request voitl 18 momhs from . Z2 3'a i Street Addre s . Box or Roate No. Ciry 33bb .55 - ? a ection o. nship Name or No. Ranee No. ch" ?ycyoant IPRINT) ? ' / ?l / ? ? 7 Power Suppl r a . ?/ Adtlress Elect'cal Contracmr Companyyarn Comractor's License No. ? G Maili B A dress 1 ontrecmr or Owner MakinB Inslalla[io 1 33 - -> A rizetl Signature Contractor Ow er akin Installation) Phone Number ? MINNESOTA STpTE BOANO OF ELECTRICITY THIS INSPECTION NEaUEST WILL NOT Gripgs-Midwey 91de• - Aoom N-791 gE ACCEPTED BY THE STATE BOAND 1821 UniversitY Ave., St. Peul, MN 55706 UNLE55 PNOPEP INSPECTION FEE IS Vnnnn f6121 297.2111 ENCLOSED. [D Licensetl ElecVical Contrec[or 1 hereby reQUest insoection of ebove . IQ Owner electrical work inslalletl al: S CITY USE ONLY PERM[T #: `5N o 3 RECEIPT DATE: 2002 RF.S1DENTIAL MECHANlCtkL PER14ITf APi'LICATIO1V C11'Y OF ErkfiAN , 3$30 PILOT KNO$ RD , EA6AN MP 55122 651-681-4675 Please complete for: ? single family dwellings townhomes and condos when permits are required for each unit Date: ` ? - ? SITE ADDRESS: 3??>Lc{n OWNER NAME: TELEPHONE INSTALLER NAME: Wo}ilers Southside Htg. & Air, Inc 6950 W. 146'" St., #106 STREET ADDRESS: Apple Valley, MN 55124 (952) 431-7099 CITY: - STAfE: Place a check mark next Lo the permit work type ZIP: ? Add-on, modification or alteration to existina dwelling unit $ 30.00 • furnace replacement • air exchanger • air conditioner • other Nature of work: L31-ar? cQQ-, CLT 3Ca State Surchar e $ 50 Tatal $ lZ b-AjT" "' S[GNATURE OF PERMITTEE Vo2 cirr use oMLv Oryp? ? L ? BL RECEIPT#: Do?d ? SUBD. 149 0.?6 00 RECEIPT DATE: 1? VW1 lb1'C' XIA ?'J(?< ?-? ?I'7 Y 997 PLUM$1Nfi PEfiMIT (RESIDENT1ihL) CI7'Y OF £Afi/kN 3$30 PILOT KPOS iW EAfiAN, bfP 5578E (612) 6$1-4675 Please complete for: ? single family dwellings A townhomes and condos when permits are required for each unit ? badcflow preventer for underground sprinkler system FIXTURES EACH # TOTAL Shower 3.00 x = Water Closet 3.00 x = Bath Tub 3.00 x = Lavatory 3.00 x = Kitchen Sink 3.00 x = Laundry Tray 3.00 x = Hot Tub/Spa 3.00 x = Water Heater 3.00 x = Floor Drain 3.00 x = Gas Piping Outlet ' minimum -1 3.00 x = Rough Openings 1.50 x = WaterSoftener `fordwellingsunderconsWction 5.00 x Water Sof2er.er ' for existing dwelling 20.00 x = U.G.Spflnkler 'fordwellingunderconst. 3.00 = U.G. Sprinkler ' for existing dwelling 20.00 = Alterations " to existing residanca 20.00 = Water Tum Around 20.00 = Private Disposal System ' Dak Cty Iic. 75.00 7S • = (new and refurbished systems) Private Disposal Systems • Atandonment 20.00 = STATE SURCHARGE .50 TOTAL =5-0 --------------- -----------------•--------------------------------------.._....--------------------------- --------- ------------ I hereby acknowledge that I have read this application, state that the infortnation is cortea, and agree to compty with all applica6le City of Eagan ordinances. It is the applicanPs responsibility to notify the property owner that the Ciry of Eagan assumes no Ilabllity for any damages caused 6y the City during Rs normal opereGonal and maintenance adivitles to the facillties consUucted under this pertnk wRhin City property/rightof-wayleasement. SITE ADDRESS: 2,366 ?- v OWNER NAME: y TEp INSTALLER NAME: y 5 SAliiCC`5 TELEPHONE #: STREETADDRESS: e7??57- CITY: ?5Tin STATE: -? ZIP: SIGNATURE OF PERMITTEE CDIFORMS/PLBG PERMIT (RESIDENTIAL) 1997 . - `. . .. . . .?.? ? f ?? . . . . !! J t !'? { ? ? • . ( ' . '??Y t i ? . . ' . v . . ?. ) ) 1 . . ? . . ?) ) )< . . .?. . . ! l . . . '. ' . . , . . . ' . . ?. l . , . . . , ' . .. . . . T!,' . . . _ i ... . ' . ' .. . . . ? . . . ? .. ? ? , ' .. ?? ? . . ? .. . . - _ .. . _ . ? ? _. . Minnesota Pollution Control Agency ? Individual Sewage Treatment Systems Program Has Issued RN -rd E. Me~, D.R.P. ' Nka?l?a Servioss, tnc. oesigrsr ir Expirss: 3=1348 Umus !!0l MPCA INFORMATION: 1-800-657-3864 ' ISTS LICENSING: (612) 296-7309 AIIII `I(A ' 11960 230fh Sfreet East • Hasfings, MinnesoFa 55033 SERVICES, INC. 612-437-8345 PERC TESTS & SEPTIC DESIGN FOR ?ilPgTy_'uvreAiTaCA - 3J00 IffwV 35- C".?--L/.c. JJ /df The Boring 8 Tests were performed on (-? ) Location ( Sa.n.T ) Soil Size Factor ( r 7) Perc Rate (IF ) The perc tests were performed in accordance with the provisions of W.P.C: 40. Individual Sewage System Standards. Locations of perc tests and their readings are on the following pages. The proposed design is based on water usage of a Type 1? bedroom house. Design specs are as follows. Single Family Home ?ther (please indicate) bOU Est. G.P.D. ? Number of bedrooms Garbage disposal (Yes CS) ?a S U Tank(s) Capacity ?=/7gU L /-/da+ /DOD Pump Tank(s) Capacity Depth to Restriction o le Water Table, Bedrock) ?o Basement Lift - Type (Sewage or EHluent Pump) System Type (Trench k,-' Mound At Grade ) Distribution Gravity Pressure Trench 5ystem ] - SU? .5-1 /b?lJ /.1 1,5 ?6 `Is Sq. Ft. of drainfield trench required Lin. Ft. ot trench required Number of laterals proposed Rock required-Tons Max trench depth Trench Width Mound System or At Grade System Pump Requirement (it needed) Additional Dimensions oi rock base Depth of rock Mound site % oi slope Upslope dike width Downslope dike width Sideslope dike width Overall dimensions of sand base Pump G.P.M. & Total Head Cycles per day Galions per cycle Laterals (Number, Diameter, Spacing) Perforations size & spacing This is a propased design, it should be gone over with the local inspector to insure proper instaJlation and to meet local code. The soil condrtions and perc test have been established at the tesl hole locations only. There may be variations in soil,• stratigraphy between and around borings, and interpolation or exhapolation of the resuJls is not warrantied. Rick Reamer MPCA#701 • Perc Tesf • SepFic System Design 9 Soil Borings GoI NO.,oMz Rev.M INDIVIDUAL SEWAGE TREATMENT SYSTEM WORKSHEET / FLO W A. Estimated (?Q0 gpd measured x 1.5= y0gpd ' SEPTIC TANK VOLUME B.&T 0MZ-(2ji'L t ? /0(ln gallons SOILS (Site evaluation data) C. Depth to restricflng layer = 51 feet D. Maximum depth of system C- 3 fr=_/ _ feet E. Texture Percolation rate ?vIPI F. SSF , sq ft/gpd G. Slope _/ % TRENCH BOTTOh4 AREA H. For trenches with 6 inches of rock below the pipe: A x F=4j422) x_Zn¢z= [Oasq ft of bottom area I. For trenches with 12 inches of rock below the pipe: AxFx0.8=_x_x0.8=_sqftofbottomarea ). For trenches with 18 inches of rock below the pipe: AxFx0.66=_x_z0.66=_sqRofbottomarea K. For trenches with 24 inches of rock below the pipe: AxFx0.6=^x_x0.6=_sqftofbottomarea BED BOTTOM AREA L. For seepage beds with 6 or 12 inches of rock below the pipe; 1.5 xAxF=1.5x_x_=_sqftofbottomarea ROCK VOLUME IN CU Ff M. Rock depth below distribukion pipe plus 0.5 foot times bottom area: M=Rock depth + 6 inches x Area (H,I,J,L,K) (-,-r + 0.5 ft) x 4va_ _/Qucu ft ROCK VOLUME IN CU YDS N. Volume in cu ft divided by 27 M+ 27 = cu yds /r,m: 27 =_jj cu yds ROCK WEIGHT 0. Cubic yazds times 1.4 = tons N x 1.4 = tons -J'Z- x1.4=,:a tons SYSTEM LEIVGTH P. Select trench width =ft Q. Divide bottom area by trench width: (H, I, J, or K) + P= lineal feet /2- -j- =,U?lineal feet Ql. Gravelless Design A x F + (3 for 10" pipe, 2 for 8" pipe, width of the Chamber ) -1_ x= _ - _ feet LAWN AREA A. Select trench spacing, center to center =_-7- feet S. Mulriply trench spacing by lineal feet R x Q= sq ft of lawn area _1/_ x3_A?=,?W sqft LAYOUT (Use other side) 1. Select an appropriate scale; one square =-?Peet. 2. Show pertinent property boundazies, right-of-way, easements. 3. Show location of honse, garage, driveway, and all other improvements, existing or proposed 4. Show location and layout of sewage treahnent system. 5. Show location of water supply well. 6. D'ssnension all set backs and separation distances. Esiimaled Sewage Flows in Gallons pet day :. oca Ir.?I IT.?n Ir,?m I rvx 30o zu ieo ? 450 300 218 Of the 600 375 256 valu? 750 450 294 900 szs ssz III r.?L 1050 600 370 ?IX 1200 675 408 m columns Septic 2'ank Capaciurs (in gallom) Number of Minimum Liquid Liquid <apaciry, with Bedrooms Capaciry garbaee tlisposa! ? orless i50 II?5 3 or 3 1000 I SDO s or a uoo zzso 7.8or9 ?WO 3000 Soil Cbaracteristirs and Required Ar«=< for Sexa e Treatmenl Percolauon ftau in Squve Minums per Inch Soil Teimrt fen per ?allon Faster than OJ • Covse Sand ..-- O.IwS Sand 0.83 a.ikos FincSvud•• 167 6 t015 Saney Loam 1,77 16 m 30 Loam 7,67 31m45 SiliLoam ?.pp 46 m 60 Clsy l.oam 2 20 SlowcrNan60"' Clay --'"" ' Soil wo coerse for sexage veaunem. l'se s}stems for mpidly permcaEle soils. ^ Soil having 504 or morc of finc und . plus "ep 6nc sand. •°Soil wiih coo high a percrnuge of day for insullation of an inground sundarE sps¢m. 6 inches=. 0% Reduc#ion* ?2 inches= 20%Reduction . 18Iinches= 34°Ia Reduction : °-24 inches= 40% Reduction * sizing for gravelless trench Geotextile Fabric i 2" Aock Cover 4" Dist. Pipe 6-24" Rock 3/4-21 /2" 78-36"V,5dth Logs of Soil Borings Soil Bore #1 011-12": ri?ecM 1.o4,?24 Problem Soils Observed at 12"-24":??.. C/,y La .,, Mottled 24"-36": .3 une Rock: 36"-48": Ground Water:_ 4811-6011:-?s 6Q"-72": Soil Bore #2 011-1211: IVi`- ?.., Le aAM 14yR Q/a Problem Soils Observed at 12"-24": Soi1;-yk)?F7- 24"-36": O ime Rock: 36"-48": Ground Water:_ 48"-6011:??,?? S ' 60"-72": Soil Bore #3 0"-12": C?jd, Loa,.,i /D Yrr .2V2 -Problem Soils Observed at 12"-24": /Zu. L/a,,. , ?n.&.., ia m3 % Mottled Soil:? 24"-3611: .? Lime Rock: 36"-48": Loa,., /Or Ground Water:_ 48"-60"• ,<' ? - ^ ' ? . cz r? 60"-72" ? ? Soil Bore #4 0"-12": 9.? /e...? /DYiI .21z Problem Soils Observed at 12"-24": /?q., l/dr Lea.1 /ayj??/ 3 Mottled Soil:_ -, .1 2411-36": .?? . Sae,o Le. . /o Lime Rock: 36"-48": Cnound Water:_ 48"-60": 60"-721#: i70 77-c d0 Method used to dig bores -- Backhoe: Auger:_ PERCOLATION TEST DATA SHEET Percolatlon lest readin9s made by on (dale) 5tarling al Test Aole localion Hole numher ?;t I , Depth ol Aole Uollom ZY inches, Diameter ol hole W inches Soll data Irom tesl hole: Deplh, Inches Soil tezlure ?'(? `040'n 6?/s? ?[??7Qti•w. ?4/DLa Q[LI 1!5? ` Melhodolscratchin9sidewall ?441rC,J Deplh ol gravel In Uotlom ol hole inches r Ua1e and hour ol initlal waler Illllnc? ???- ?? , Dep1A ol Initial waler Illling Z? inches above hole boltom. Methotl useA lo malnlaln at least 721nches of waler depth in hote lor at least 4 Aours Maximum water Aeplh aDOVe hole Doltom during test 0 TIMF IIME IMfflVM, MINUIES M[0.5UNfMENI, INCIIES UHOV IN WA1FP IEVfL,INCHfS Y[OCUTAiION f1AlE, MINUIESPEOINCII REMAflY.S '.2 s G % lIS 2U ,O.V,' U Percolation rate = / 2, r minutes per incn. PERCOLATION TEST DATA SHEET Percolalion tesl reaUings made 6y "?Zq.ssEa?on (dale) ? '., siarting ai ia a.m.. ? p.m. ? Test hole localion TvOST • Hole num6er Oate hale was prepared Uepth ol hole Dotrom - / o inches. Oiameter ol hole {-inches Soil dala Irom tesl hole: Dep1h, inches Soil texlure 1-4 /314C.E? Lo.." / ?ji -- ?ll DL[..v Cl.olv ? vo Lo.as.y , Melhad ol scratching sidewall // Deplh of gravel in Goltom of hole ? inches Date and hour ol Inillal water filling ?q? ? G/ p DeptA of inilial water lilling Z_2_inches above hole bottam. MelhaU useA to mainlain at leasl 12 inches ol water tleplh in hole lor at least 4 hours . 6,. Maximum water depih a6ove hole bottom during Ies1 'nches. i1ME IINEINiEHYAL, MINUIkS NFqSUPEMfNi, INCIIES DPOPIN WFiEfl IFVEL. INCNE$ YENCUTAIION IIATf. MINNES PEfl INCH PFNAlINS %2,/) 9yv av / yo /O?o? v l a.b Y Percolalion rate = 15;1 , y minutes per inch coi 10509 coi iosoe r A. Determine pump capacity: ?:. Minimum svggested is 600 gallons per hour (10 gpm) to stay ahead of water use rate. . 2. Maximum suggested for delivery to a drop box of a home system is 2,700 gallons per hour (45 gpm) to prevent build-up of pressure in drop box. 3. Use value from design of pressure distribution system. SELECI'ED PUMP CAPACITY i?? f gpm B. Determine head requirements: l. Elevaeon difference between pum?p and point of discharge. s2 Y feet 2. If pumping to a pressure dish-ibution system, add five feet for pressure required at manifold U feet 1 Friction ]oss a. Enter friction loss table with gpm and pipe diameter. Read friction loss in feet per 100 feet from page F-18. F.L. _'2- v 4 ft./100 ft of pipe b. Determine total pipe length from pump to discharge point. Add 25 percent to pipe length for fitting loss, or use a fitting loss chart. Equivalent pipe length -1.2i times ipe length = ?x125=%/, feet c. Calcvlate total friction loss by multiplying friction loss in ft/100 ft by equivalent pipe length. Total friction loss = x S +100 = _J feet, 4. Total head required is the sum of eleva5on differer.ce, special head requirements, and total frictlon loss. ?2 V + 6 + -3 (1) (2) (3c) TOTAL HEAD feet C. Pump selection l. A pump must be selected to deliver at least3S=? gpm (Step A) with at least 3/ feet of total head (Step B). D. Total Pumpout Volume ]. To maximize pump life select sump size for 4 to 5 pump operations per day. ?Cnt"> gpd+4= %SU gallons per dose 2. Ca]culate drainback 7. Determine total pipe length, 21,L feet. 2. Determine liquid volume of pipe, /?. Yt gallons per 100 feet. (seepage F-18) 3. Multiply length by volume: Drainback quantity= 113 feet x/22ggallons/100 ft. = ao gallons. ' Suggested drainback quantity is 10 percent of pumped quantity. A larger drainback percentage will decrease pump station efficiency slightly but pumping energy tosts aze usually a relatively small part of the total household enetgy msts. 3. Total pump ou t volume equa2s dose volume + drainback /.S-L gallons per dose + -26 gallons = / 76 Total Gallons F-is 9d Jnspe t.mstn ? Point oC Dischazgi ? ElcvationDiffr?ncci Z? Pump F-18b 1.5 inch 2.0 inch 3.0 inch gpm Fnaimlu+pcl00ftofpipc 10 0.69 0.20 12 0.96 0.28 14 1.28 038 76 1.63 0.48 18 2.03 0.60 20 2.47 0.73 0.11 25 3.73 1.11 0.16 30 5.23 1.55 023 35 7.90 2.06 030 40 11.07 2.64 039 45 14.73 3.28 0.48 50 3.99 0.58 55 4.76 0.70 60 5.60 0.82 D-7 6fIM4TEp SEwnGE FLOWS IN GGLLONS PER pGY wMBER TrPE OF RESiDEUCE° BEDROOAAS I II III S 2 30o us i9o sax ! 450 '.OO 218 ol 9 600 3T5 pyfi •alun tn s 'so +eo zs? ??.:. 6 900 525 332 7 IDSD " gpp 370 or ID 8 1200 ' 673 406 CaWmn F-18a Pi diamrus (inchcs Gallons per 100 fxt 1 4.49 1.25 7.77 1.5 10.58 2 17.43 2.5 24.87 3 38.4 4 66.1 Tren, Ch l_, ro„,? SccTion. ovcr Fr11 \ 1? \ ? ? ? i j=or. J aM/ry L J ,? ? . . T? /i JIYa- ?/":i?NK/1?., rn.a?`( ;. L...•cr J of ,S'o;l ovcr l?oc.li pc, cr a o? ,Sjro?•+? ? /Zocr; /'lo ; ? . To 2/;t i nc k wGJk e.d rar,rs s. ... . i - , , ? vi - ??:_•^`?SA ? '+„•,1.'<-t?.. . i,..r? ?. :'.,,.?ya..4:?e:'i•:r-:. ..: A?' ?4n71ii:3?i ?i?.?:c' ?. ..'''?i? -..,. . .. . ="i -..c? rt4..._' i?'i4'??.?t}4;.5-rr:?,-= . . . . ... '?;'l?/'. ?'. .. .. .r ^ ? ? ' 1 1/' (: /1 C: il L? I.'1 r{l. ?I/ /`1n /? .- ---` - - :..?.-..------?? ..,.V..,-.??...?. ,._-e:..? • --_, _ _ _ ??.. ?. ?,-.:? _ _ ?. . . ._ . . --? - • .? '"' _ - =.SERVICES, -'IF9 60 23rh 5iree EastHasrings, Minnesota 55033 612-437-8345 ?bhrK 40 `?_ Site Drawing: N SCALE: ? = feet RvAv )?wy .s? Septic Systems • InstallaFion • Repair • Design • Perc Tests / Number of Laterals 6 ROCk U11fICI PIPC (6"-24'1 ? I.eteral Lengths (100' max.) i? Rock Over Pipe (z) ii ? Total Trench Depth i=ha ?i Total Sq. FL Trench Area Site Designer: ^3{?fTnnch Widths (is,•mia -%" mex.) opIc- ROCk IS COVOICd (wilhwafa / y? ro.unv) ? ? 3PacinB (7• .? -3 Y Bottom of Trench W Water iocnes Table or Bedrock -/arTC,'ny v op z?) D?c S _ 1/,/ N ?00 y I inscauer: At, a v 's Sb7 nvic&3 141 L. r-_ , - 9r SlopeofFipe j6 $OIIOVCII.BLCCdlS(6"mm.-36" msx) ? d ? Size of Washed Rock (sia^ w z?h-) SCALE: $ _ ? feet Approved: e No sig,ature. ON-SITE SEWAGE TREATMENT S:'ST,?'.wM - INSPECTIONREPORT Applicant and Permit #: -A/JX,r)„ S7:1-., Inspecced by. 4 # Soil Borings Q # Perc Test /9/ Averdge Perc Rate cMn Resecve Area: ? x esu No ?/ 1;-21Number of Septic Tanls / 11OOCapacitY (j.aoo & afin.) Prc-fab Tank Model: ?No -Z?uHet Baffie (35ss or ww liyuia aepM 6^+euve Pyuia wd,m) ?z? `Limua neptn c30° ud.> -ZProPorty Lines (to') -Zwell,6Q Buildings (20') ,LarBa Trees (io') ? Property Liaes (io•) f/ Watertight Consttuction 7/ InletInvetts(t^,bo.eoWa mvot) !? Pipe Connection ,570 Dcpth w ResWction (Inches) TYPe:(? sodocx w.twt.ele / ?j Accep,ance xue (w• rt/gpd) V Outlet a min. 3" bclow inlex "rizonral n;meusion (24"min.) ?ank is level ? Iala Ba81e (c^ betoW uyuia-t^ ebova iokt aown) _Zwateitignt construction (10') n',btftY (7s') t-on. Bc 1'ributazy (7r) ' a 100') v Pipe W Drop Hox (unporaaieo ??ua Imeiu (a^.b..noor) Date of Inspection: / Pazcel ID: Site Address: -73 (o House Type: 0 II III Gaxbage Disposal(:5/ No ? # ofBedraoms ? # Potential Bedrooms _Zhspection Pipes (4^ -hL) Maohole (24^mm.) Pumping Yes / o /.1ZQCapacitr !/ Bu[ied Waber Pressure Pipes (10•) All others eaccept xec. & Tn'b. (iso•) -Z?ll others except Rac. & Trib. (iso•) ?Butied Water Pressure Lines (lo') is Level Distribution: ravity / Pressure 1987 $DILDING PERMTT APPT.ICATION _ CTTY OF €AGAN SINGLE FAMILY DWELLINGS IftCLQDE 2 SEPS OF PLAPS, 3 CERTIFICATSS OF SQROEY, 1 SET OF ENERGY CALC[fLATIOHS NUTE: ADDRESSES FOR CORNBR LOTS - COHTRACTOR/HOMEOSiNER MDST DESIGAAYE AHICH ADDRESS IS DESIRED. NO CHANGES WILL BE 6LLOWED ONCE BUILDING PERMIT IS ISSIIED. MOLTIPLE DWELLINGS - RSSIDENTIAL RENRAL OAITS FOR SALS ONITS INCLUDE 2 SETS OF PLANS, CERTZFICATS OF SIIRVEY - CHECg KITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS CA'DWRCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS, $2,000 LANDSCAPE BOND To Be Used For: P-DO(7-I0Q Valuation: l2fc?'Oc-' Date: 47 Site Address 3366 OFFICfi DSfi ONLY Lot 036 Bloek Q.)- . On Site Sewage MWCC System Parcel/Sub 0300On Site Well -c._ - Owner by eagr/ sC???(/?yU/^ City Llater _ Address .33?06 f" J`'r City/Zip Code S"Sfa / Phone 9PPROVALS D Contractor !?l T -'1YHN/ (147?Vf, c Sa) ?Assessmen Address 26321 ?un',9 ,Iif City/Zip Code 179ili ,fiSd 9a Phone V3.Z/ - 30 / 1? Arch./Engr. Address City/Zip Code Phone lk Water/Sewer Police Fire Engr Planner Council Bldg Off APC Variance Occupancy Zoning Type of Const (Actual) i (Allowable) # of Stories Length Depth S.F. Total Footprint S.F. FSSS Permit `?-1 50 Surcharge (?. Plan Review SAC, City SAC, MWCC Water Conn Water Meter Road Unit Treatment P1 Parks Copies TOTAL t T5 7, -2, ? .?- DAY/DATE: ADDRESS: L + 3 1 2? TIME: FTG FINAL ATG. DECK. FTG. FINAL PLBG. FOIIi3DATI0N FIHALIC.O. FRAMING FINAL/DECK ROOFING ADDITION INSULATIDN FIREPLACE R.I. HTG. POOL A.I. PLBG. G$RAGE OTHER ,?O?Ca??s ?01767 vr ? ? ^r 1 s F !?tJ?y ?V ? d? fn OUi? ?'!ll'l x?•'JB?7 F? ?#? r Ax? .'R`+ {EiL"ive PM" . . : '? 1MIJ?? ? d ? + . ."? RN? '? ? r r•?'" ??? 1 3 ? ?.i: A ?` 1.1??{r 3 ij' .?CY). . -.YY V ? ? 1 . ? e??i ? ? 1 ? ) yk..?'.?y?f.?._. '.... ? .. _ Ni??'?e .a?w?e ,.. 511N1$E .1{IUNIti id s??+w yy ?A?r. o X ?, f?c r ` '. f"§?''? .a. a 4 1 s? , ? S?WEq L' tERn'l5^ ?. ? E `d"?` :?: "? ::,? ;6 ¦ ? r??- ???:-?_ ? ?. ,. . .£ 14 ,, .. . ? ` " ? ?." . €1 I?A7'ERAi " e ",WkT`?` ...? . - °.?a-. _ f , h? ? -' ^ ,. u-. 4 ?s? " n . ?rv g, . x ?S 3" , 3+^"• _ .• ? -_ '?' !?lrr`?!t ., ,d??< _ „ ? 4:' VVxt?<3r r? .:A" ia+G? . " ? ?3?? '1n?.t`+bn .5?,..? .t` ..v...Y_• ??? '?1 ?•? .?,.?€?'. 3r XiCt? ??;«. ?aa ? T T " .,4R t ? a? t . f r' r??it c.: ?i?j7s, ?'7 .q r .?r. y Rr s•*c. ,.-aQr- , . ? 1: •F ? ?3 ? 3 ? . . ??f? :i, r ? . ..a,.4:??k _ .? "ai s.. ,. A . ?, a+,u.?,?`a+" . ?_ ., .. .: - . .. .? . ?, . ca _ --.yJAfiEp ?l `*a rt+i' :i i'f' m4'n. F' {q?(' xr?_ ?. ? @AA1i ? h i i ? ?? 4 ??i 's?;S? ' " ? ? ? k ? l? ,? Y . aiS?:' 9sMt'a fi: i'3"u. 'WY.x . ?RRy?• n g ?y , ..,?? A . .u vy r? _ .._ _. _....,,. ? ?.,... ?. ?...?.. ? ,_f. ? ?,t iir:?J:i i_f?_??;?L. 1`4_`?i_??,.r? I,.?„•? Sl- t_;(`:.'i•iPLJEt ED I-S;i1NFSAl TI t.lN I. S- ' i. {6f3 I I.Ci. i=:iL AS`..ii'.O! ii .NUi "% ^•'_?'__f.,r'L?..I.;?._ f:?,._r?__..,?? r?.?..._ ..?..I7?i .. ? ,.v?c. ?.,t???irrh,'(c r:':r, :r-.; c.L_r?ft?.?t'? :.--! " , ?a?{.?=,l ?? v, ? .....,:i:.?, ? ..? ? P_.? ..?-<<,,I {_RTY . . !, . .d .,?: .. . .. _ _?I ..:.1.? .._l.r. .. ?!_.riL-.a .... - . ; ... ?y .... ?' ?,tx!?tiS± (71:.., ? `.7 ' _. 1 _.?;?..._:,._4.._??-i?_./"'c4_..•.;....1 r'; _._._.. ,_ . .. __ .._ _ __ .. __. . .. _ ... .._. _._ S. i-1 . # f_).]_ _ ?.? ?ME.` ?, f? _.? . 1",.J ?' ,?.?, .,1-I 1.f?T?ial. ?= :I :'. i, ];?.I, E ??V( I?' i q ?; f?-??_ 1 i..!.. _. L.?,?.,'1V . _ 100121 `id-ll',a sbd IrFJ. ;:`=i 25 :i o1';-;. 180.00 ':'(` 36.00 L„t::. 9 .. ,,-: 1=? 1 i'%, 563.00 ,:,4' ?.? 336.60 "r-,i::: ,-: _. _ _ _„-, , 9e;?.x-* t ..,, If•It..I i` ( 1fr ?? ??- T: i../;:r 7A1.00 ??„ ?::_! ?,: ..?,, ut; ****..x ;-i.iI`i yl'_r,i'i",:. T;.'T :::;r;.r 94.82 .Q ??1 JO L BL CITY USE ONLY RECEIPT#: rg,?5 r" SUBD. 1,19' 05900' 0.0- 0-A' DATE: yd? ?? 97 1996 MECHANICAL PERMIT (RESIDENTIAL) CITY OF EAGAN 3830 PILOT KNOB RD EAGAN, MN 55722 (612) 687-4675 Please compiete for: ? single family dwellings ? townhomes and condos when permits are required for each unit _ New construction v? Add-on fumace Gf ', ly" .Q _ Add-on air conditioning Add-on air exchanger, i.e. Vanee system, etc. Date: I a-.S-1 -7 FEES ? Minimum Fee: Add-on/Remodel (existing residence only) $ 20.00 ? HVAC: 0-100 M BTU 24.00 Additional 50 M BTU 6.00 ? Gas Outlets (minimum of 1 required @$3.00 each) ? State Surcharge .50 TOTAL °2 v, S U SITE OWNER NAME: O?/L? ie ?Tfi ?,t?/v PHONE INSTALLER NAME: 8910 Wentworth Avanue South STREET ADDRESS: llilkmeawli% MN ssm 88i-m CITY: PHONE #: ( r3-i0-lse 'gh STATE: ZIP: Date: City of Eagan 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink maw Permit fk Permit Fee: Date Received: Staff: 2011 RESIDENTIAL PLUMBING PERMIT APPLICATION 10 -as, ,1 Site Address: Tenant RESIDENT/OWNER CONTRACTOR TYPE OF WORK PERMIT TYPE Name: Du Suite #: 6OLSGL Phone: 3(0 �� ,l.,� .35��b6- Address / City /Zip:3I 6- 4,111) Name: _MILBERT COMPANY INC.dba CULLIGAN WATER 1801 50TM ST EAST Address: City: : INVER GROVE liGTS State: • MN Zip: 55077 Phone: 65.1.:451-2241 Contact: BILL.MILBE ' . Email: New Replacement Repair _ Rebuild _ Modify Space Work In.R.O.W. DeserlptIon of work:.. RE§IDENTIAL • Water Heater Lawn irrigation L_ RPZ /• • Septic System • ' _ New Abandonment Water Softener Add Plumbing Fixtures ( Main / _ Lower Level) Water Tumaround RESIDENTIAL FEES: 555.00 Minimum Water Heater, Water Softener, or Water Heater Ansi Softener (includes 55.00 State Surcharge) 535.00 Lawn Irrigation (includes 55.00 State Surcharge) 555.00 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround* (includes 55.00 State Surcharge) `Water Turnaround (add 5166.00 if a 5/8" meter is required) 5105.00 Septic System I ($10.00 per as built) (indudes County fee and 55.00 State Surcharge) 595.00 Fire Repair (replace burned out appliances, ductwork, etc.) (Includes 55.00 State Surcharge) ,j TOTAL FEES $ , ) d CALL BEFORE YOU DIG. Calt Gopher State One Cali at (651) 454-0002 for protection against underground utility damage. CaII 48 hours before you Intend to dig to receive locates of underground utilities.• www.000herstateonecaliorg 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 fora permit, and work is start • j t a permit that the work wiq be In accordance with the approved plan In se of work which requires a review and approval of x VVI//J,h %� Applicant's Printed Name PERMIT City of Eagan Permit Type:Plumbing Permit Number:EA108538 Date Issued:12/14/2012 Permit Category:ePermit Site Address: 3366 Hwy 55 Lot:003 Block: 002 Addition: Auditors Subdivision 38 PID:10-03800-02-030 Use: Description: Sub Type:e - Water Heater Work Type:Replace Description:Water Heater Meter Size Meter Type Manufacturer Serial Number Remote Number Line Size Comments:Josh McGuire 1424 3rd St N Minneapolis, MN 55411 612-604-4285 Fee Summary:PL - Permit Fee (WS &/or WH)$55.00 0801.4087 Surcharge-Fixed $5.00 9001.2195 $60.00 Total: I 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. Contractor:Owner:- Applicant - Dawn Kassa 3366 Hwy 55 Eagan MN 55121 Benjamin Franklin Plumbing 1424 N 3rd St. Minneapolis MN 55411 (612) 604-4285 X61 Applicant/Permitee: Signature Issued By: Signature