Loading...
907 Sunwood Ct ~ , DATE: SEP 19, 1990 y 907 SUNWOOD CT (JOE MILLER H0~lES) RE: X Your Sewer & Water Permit for the above property has been completed. it will be held at the Public Works Garage (3501 Coachman Road) until the meter is picked up. BE SURE TO CALL PUBLIC WORKS (454-5220) FOR YOUR PERIAANENT WATER TURN ON. Your Sewer & Water Permit for the above property cannot be completed for the following reasons: Your Sewer & Water Permit for the above property has been completed, but the meter cannot be issued or occupancy allowed until further notice. COMMERCIAL PROJECTS ONLY: Please pay for meter at City Hall. Meter size must be confirmed by Bill Adams or Dirk House (Plumbing Inspectors - 454-8100) before issuance. WARNING: BEFORE DIGGING, CALL LOCAL UTILITIES - TELEPHONE, ELECTRIC, GAS, ETC. - REDUIRED BY LAW. CONTACT COMAAUNITY DEVELOPMENT DEPAR~MENT FOR WATER TURN ON POLICY. 5ecretary, Building Inspections Dept. dR~~ . . . . . . . . . . . . . . . .'l.; . . ~ ~ ro.p . ~ ~ ~ ~ ~ .:I, ~ • T t r • ~ • ~ ~~e~~i#tr~~~e uf (~xr~~~nr~ ~itp of ~agan ~r~r~tc~ nf ~ui[di~g ~ts~erfio~ T hLr Certif'kate iesued pr~rsuan[ l01he rrquirenrents oJSactioR 306 ojthe unijonn Building Code Qercilyins lhat at t/re tinie oJisruaaae rliis slruclune was in rn~pliance ivilh tJu Narious ondinmrc~s of rhe Gyty regula~~g building ~ or use For the following. . ~ - t6e aa~"fintioa ea ,•-••n~..n eldt. Pkrma tQo. ~ powqn~ Tppe 4 Z/u~ Zomn~ Dimip 7~pe Cnrn~~~_ Owae[ o( Bmldie~ r9"F FfTi 7 F[? ~~l Addoea 4(17 Q1AidYY'1 (YY1RT ~y i-Ss R ~ s3UL'~`ISL-~-Zl1ID ) ~ n.~ KN@~IDE~ Q.~ 1R~10 - e~a~ 6 POST IN A CONSPICUOt7S PI,JICE ~ - . . . A°~: . .,.,s-• . , :±`^.f+a rv~.r. . .,.-.~.~.~~:~r. . : ;pS9RP~~-...i..,v--~~... ~ CITY OF EAGAN ;8~'~ ~ 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 ` ~ PHONE:454-8100 BUI~.DING PERMIT Receipt # ~ l~U ~ 7o be used Ior g~ Est. Value =142+000 Date SEP 17 ,~g 40 Site Address suH~~ ~ Lot s Block i Sec~Sub. SUNRISE HI1.~S OFFICE USE ONLY , Parcel No. occuPa~cy R"3 ~l FEFS ' Zoning W Name ~OE [~SIIL1.Eit HOH~?5 (Actuat)Const V"~ Bidg.Permit 78~•~ ~ ; Address 18133 CEW1R AVE S (Albwable) ~ ~l,pp ° City F~ING~ Phone ~31-2~01 ~ o~ sro~~e5 , Surcharge S11 00 Length ~ Plan Review ' ~ , p Name S~~ Depth - SAG City o~ Address S.F. Total - 6~ ~ SAC, MCWCC • F Clty Phone S,F. Footprinls _ On Site Sewage _ Water Conn 623 W W Name on s~~e weu X Water Meter . Address Mwcc sysc~„ aW Clty Phone Cily Water x Acct. Deposit 30•~ PRVRequired _ S/WPermil 30•~ I hereby acknowlege that I have read this a plication and state that the 8ooster Pump - S~W Surcharge infortnation is correct and agree to cornpTy ith all pplicable State of ~s~ ~ Minnesota Statutes and City o aga rd nces Treatmem PI • ~ APPROVALS 3~S•QO Signature ot Permitee Road Unit A Building Permit is issued to: J~ MILLER HOHES Planner - Park Ded. on the express condition that all work shall be done in accordance with all Counc~l applicable State of Minnesota Statutes and City of Eagan Ordmances. gid9. pry. _ ~P~es Variance - TOTAL 3 ~ ~S 1. ~Q Building Otficial Permk No. Permit Holder Oate Telephone # WATER ~lli > - ~ /cl Q SEWER PLUMBING ~ ~ ~7 7v 1~(~- Ea- ~k~ ~ J ~ d H.V.A.C. ~~,1 ~ : y~~o so 7 EIECTRIC s P~,~ ~ ~cr Inspection Date I~sp. Comments Fooci~ys ~ `~1L~ 9 l~J Foundation Framing ~~j~ lf Roofing Rough Plbg. ' ~Q ~h y yo ~~/9 Fi~eP~ace s o Fnal Htg. 9e Fnal Plbg. Const. Meter Plbg. Inspector - Notify Plumber Engr.lPlan eldg. Final ~ , Oeck Ftg. DeCk Fnal Well Pr. Disp_ ~7r.~:-- _.-Tr•..,-.:.. --_..;r.. . , . .~~,~.op*.~.~,.'n..~.,+ . . . . . . . . ~p!FV,'~'~A c~ . , . . . . . ~ MECHANICAL PERMIT For City Use Only ' ~ ~ CITY OF EAGAN PERMIT # ; " ~ 3830 PILOT KNOB ROAD, EAGAI~, MN 55122 RECEIP7 # cL~z ' DATE PHONE 454-8100 DATE: ~~~U -~i~7 ~ r'" Site Address BLDG. TYPE WORK DESCRIPTION ~ ` Lot ~ ' Block ~-Sec/Sub ~S' . New Const._~_ M_unlt.~_ Add~n ' '..'1 ~ S(;~'~fT~ Repair ~ Name p~~ ~a ~ Addre s ' c City Phone FEES j - RES. HVAC 0-100 M BTU -$24.00 Name ADDITI~NAL 50 M BTU - 6.00 , (RES. HVAC INCLUDES A/C ON NEW ~3 Address coHSTRUCnoN~ ~ O City - Phone TOWNHOUSE 8 CONDOS - RES. RATE APPLIES ' MINIMUM RESIDENTIAL FEE - ALL ADD-ON 6 TYPE OF WORK REMODELS (INCLUDES GAS PIPING) - 12.00 For~ed Air BT~ CAS OUTLETS (MINIMUM • 1 PER PERMIT- ~ `NEW CONST.) ` 1.50EA. Boiler M BTU $ COMMAND FEE -1% OF CQNTRACT FEE ~ UnR Heater M BTU $ APT. BLDGS. - COMM. RATE APPUES , t; Air Cond. ~ gT~ ~ MINIMUM COMMERCIAL FEE - 20.00 ~ STATE SURCHARGE PER PERMIT - .50 Vent CFM $ (ADD $.50 S/C PER EACH $1000.00 OF PERMIT FEE) ~ Gas Piping Outlets # $ : ~ r Other $ ^ ~ CommJlnd. Contract Prlce x 1~a $ O M * PERMIT FEE: ~j S/C: FO : CIN ~F EAGAN . ~ TOTAL: , ; . , _ . ~ . ~~~.d..-.., -~:.:r,.~._._..-,., .r_.~'.._..,.. ...e. . . . - . :'•a ~ - T,~~.~,~T . S- . . . , . . , . . . • • . . . = i ~-va er,K • w PLUMBING PERMIT For Offlce Use Only ' ' ' CITY dF EAGAN PERMIT # ~ ~U CONTRACT 3830 PILOT KNOB ROAD, EAGAN, MN 55122 RECEIPT # 8~~ P~tICE PHONE 4548100 DATE: ~ ~Q - Site Add ss G BLDG. TYPE WORK DESCRIP - ~ SeCLSu s. v New ~ 'i Lot ~ Block Muft. Add-on - Comm. Repair Name ` m ~ Addre s c Cit Phon RES. PLBG. ONLY - COMPLETE THE FOLLOWING: - NO~ FIXTURES TOT WaDer Closet - $3.00 a Mame Bath Tubs - $3.00 ~ qd Lavatory - $3.00 ~ City~ ~ Phon~ ~ Shower - $3.00 FG~t~en Sink - $3.00 UrinaVBidet - 53.00 FEES Laundry Tray - $3.00 ~ COMM./IND. FEE -1% OF CONTRACT FEE ~ Floor Drains -$1.50 ~ APT. BLDGS. - COMM. RATE APPLIES Water Heater -$1.50 S~ TOWNHOUSE & CONDO - RES. RATE APLLIES ~ Whirlpool -;3.00 MIMIMUM - RESIDENTIAL FEE $12.00 ~ Gas Piping Oudets - $1.50 ~ ~ , MINIMUM - COMM.IND./FEE $20.00 (MINIMUM -1 PER PERMI~ STATE SURCHARGE PER PERMIT .50 Softener - s5.00 (ADD $.50 S/C PER EA $1,000 OF PERMIT FEE) Well -$10.00 Private Disp. - $10.00 ~ ~ ~ Rough Openings - $1.50 ~ SU SI TURE OF R fITEE U. G. Sprinkler System -$12.00 PERNqT FEE: ~ STATES S/C: , S~ FOR: CITY OF EAGAN GRAND TOTAL: SEWER & W,~1TER PERMIT OFFICE USE ONLY CfTY' ~1F ~AGAN~ METER # 3' ~ PERMIT DATE ' ~ ~ y ~ ~ 3830 Piio~t•~Knob Rd. d CHIP S9 ~~C ~ PERMIT # 11653 Eagan, MN 55122-1897 METEFi S1ZE ~ a B.P. RECEIPT DATE 5e Rt 1 1, 1:' `3 f, 15SUE I~ATE I~'l ~ 1 d B.P. RECEIPT DATE 18 90 - PRV - gOOSTER PUMP SITE ADDRESS ~ 7 ~ u nwo o d C t, pERM1T REQUESTED LOT 5 BLOCK 1 SEClSUB G~' ° r~. ~ 1 L~ ~,''r ~ ~ SEWER ~ WATER_ - TAPS APPLICANT: ADDRESS: - COMMIIND _ f`• RESIDENTIAL ~ CITY, STATE ziP NEW _ E?CISTING PHONE: ~ ' 1, Lawn Sprinkler Meters are to be Installed PLUMBER: y r' ~ ~ ~ - ~ ' ~ ~ ~ ~ ' ~ ~ ' Ahead of Domestic Meters on Water Line. ADDRESS; ' ~ ~ Credit WILL NOT 4e gi~en for Deduct Meters. CITY, STATE 1' ~ 1ZIP -1 f`f~ti ' PHONE: ~ ~ ?`,~i ~ ---•t-'. ~ ` l ~ 1,:...~' , ' . f AGREE TO C~MPLY YVITH CITY OF OWNER: ~~S A_~ j a~~ ~ r\;-'~~ EA~AN ORDINANCES ADDRE5S: ~ ' ~ ~ i ! \ , .`ZIP , - r-- ~1;, 1 CITY, STATE L ~-._l _ ~ ~ - ~ PHONE: ` ` ~ ' ~ ~ SI NATURE WHEN METER ISSUED f--- _ . , PLEA5E dLiOVf/~fiWO WORKING DaYS FOR PROCESSING. CALL 454-5220 FOR INSPECTIONS. FOR STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. a SEW~R ' TEFt~PERMIT OFFICE USE ONLY CITY pF AN' ; METER # PERMIT OATE / 15 3830 Piloti~Cnob Rd.- Eagan, INN 55122-1897 CHIP # PERMIT # 126.53~ METER SIZE B.P. RECEIPT ~R ~ ~ ~ DATE Se n t. 1 1, 19 9 0 ISSUE ~ATE B.P. RECEIPT DATE 4~ 1~ 9~ ~ - PRV - BOOSTER PUMP SITE ADDRESS u R w ° ° a [ . ~ PERMIT RE~UESTED LOT ~ BLOCK 1 SEC/SUB S u n r i B e H i 1 1~ t~~ ~ SEWER WATER - TAPS APPLICANT: ADDRESS: - COMM/IND ~ RESIDENTIAL CITY, STATE ZIP ~ NEW - EXISTING PHONE: ` Lawn Sprinkler Meters are to be Installed PLUMBER: ~ F +'l ' t ~ ~ Ahead of Domestic Meters on Water Line. ADDRESS: ~ - : t~ Credit WILL NOT be given for Deduct Meters. CITY, STATE 4 t ~11i~~, v1ZIP - - s ~ ~ . . PHONE: ' ~ , I AGREE TO COMPLY WITH CITY OF OWNER: ~ ` ' - 1~ ~ ' ~ ~ _c , ~ '1 - EAGAN ORDINANCES ADDRESS: ~ ~~I ~ ~ ~ -i- ~ , ~ CITY, STATE ~ ' : ~ ' ' ' ZIP '_Tr PHONE: 1 i ~ SIGNATURE WHEN METER ISSUED PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL 454-5220 FOR IMSPECTI~NS. F~R STORM SEWER PERMITS, CONTACT ENGINEERING DEPT. CITY OF EAGAN NO 18378 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Rece+p~ # ~ ~IJV ~ To 6e used for SF DWG/GAR Est. Value $142 ~ 000 Date SEP 17 , 1 g_4~ Site Address 907 SUNWOOD CT Lot 5 Block 1 Sec/Sub. SUNRISE HILLS OFFICE USE DNLY P8fC01 NO. Occupancy R-3 FEFS Zoning R-1 w Name JOE MILLER HOMES (ACNap Consl ~1-N Bldg. Permit 787.00 o Addr25S 18133 CEDAR AVE S (Allowable) V=N Surcnarge 71.00 City FARMINGTON Phone 431-2001 xorscodes - Len Ih 62 ~ Plan Review 511 . 9 ~ F Name S~ oapu, 4? ~ sac. c~ry 100. 00 Address S.F. 7ota~ ~F SAC,MCWCC b00_00 CIfY PhOnB S.F. Footpnnts - / On Site Sewage _ Water Conn 625 _ 00 ~w Name On Site well - Water Meter 90. 00 . ~i~-y AddrOSS MWCCSystem X i'~ C,Ity Phone CityWaler ~ AccLDeposit ~n-~1O PRV Required _ 5/W Permil 30. 00 I hereby acknowlege that 1 have read Ihis application and state that the Boosier Pump - SNV Sumharge . 50 informadon is correct and agree to c with all applica6le State ol Minnesota StaWtes and City f Ea r~ ance 7reaimem PI 252 .00 SignaWre of Permitee ~ APPROVALS Road Uni~ ~i nn a Building Permit is issued to: JOE MILLER HOMES P~a^"eY - park oed. on the ezpress condilion thal all work shall be done in accordance with all Council applicable Stale ol Minnesota Statutes and City of Eagan Ordinances. g~d9_ pp Copies " 3 451.50 BuildingOflicial ~~J~I~~ Variance - TOTAL = ~ Address: 9p7 ~7~pD !'pURT Lot 5 Blk 1 Sec/Sub SUNRISE HII.LS ZND These'items were/were not complete at the time of the final inspection. j Yes No INSPECTOR: Final grade (6" from siding) ? Permanent steps - garage ? Permanent steps - main entry Permanent driveway Permanent gas Sod/seeded grass Trail/curb damage ijv~~ Porch Basement finish Deck Please varify vith the builder the removal of roof test caps from the plumbing system and~the shut-off of vater supply to the outside lavn faucet before freeze potential exists. WFtite - City copy Yellow - Resident copy Pink.- Conttactor copy C~ ~6 5 7y6 6 ~ ~ % Request ~ate Fire No. Rough~in Inspec~ion Re 're09 ? Reatly Now Will Notity inspec~or l. 0~ 1/ 9 0 va: ? rvo hen Reatly? I~ licensed contractor ? owner hereby request inspection of above elecirical work aC JoD Atltlress (Streel, 8ox or Rou~e No.) Ciry 907 Sunwood Court EaQan Saction No. Townsnip Name or No. Range No. County Dakota Occupant(PRINT~ Phone No. Joe Miller Homes 431-2001 Powei Suppli¢r qytlress Dakota Electric Farminaton, MN 5502 ElecVical Conlrac~or (COmpany Name) ConVac~or's Licensa No. Midland Electric Inc. 041610 Mailing Aadress IGOnfractor or Owner Making Ins~allation~ 14055 Grand Ave So. Suit F_ Bur_ns_ 1iP Aut ~CO~tracrorlOwnar Makm Inst atio Phone Number ~~~~~1__-- ~ 892-6688 MINNESOTA STATE BOARD OF ELECTpICITV TMIS INSPECTION FEQUEST WILL NOT Grlggs-Mltlwey Bltlg. - Room 5-1]3 BE ACGEPTED 9V TME STATE BOAR~ 18P1 Unlvenity Ave., St. Paul. MN 55109 UNLESS PROPER INSPECTION FEE IS P1wne(612)602-0800 ENCIOSED. ~ p REQUEST FOR ELECTRICAL INSPECTION ~ ? See instructions br comp~eting this lorm on back of yellow copy. ~'~~y /~'J~./.. -[~j 6 X„"Below Work Covered by This Request C(ni e Add Rep. Typeof8uilding AppliancesWired EquipmentWired Home Range Temporary Service Dupiex Water Heater Electric Heating Apt 8uilding Dryer Other (Specify) Comm./industrial Purnace Farm Air Conditioner Other (specity) Contractor's Aemarks: Compute Inspection Fee Below.~ # Other Fee # ServiceEntranceSize Fee # CircuitSfFeeders Fee Swimming Pool 0 to 200 Amps 0 to 100 Amps Transformers Above 200 _ Amps Amps Siqns Inspector's Use Only: / OT/AI Irrigation Booms (p~' o ~p 3. Speciai Inspection Alarm/Communication THIS INSTALLATION MAY B~F~A~iDER DISCONNECTED IF NOT Other Fee COMPLETED WITH~N 18 ~tqFl HS. I, the Electrical Inspector, hereby Aoayn-m ~ ~ P' ~e~O ~~i~ certify that the above inspection has F;,,ai - e / ~i been made. t~~ ~ ~r ~-l~Pi~~ OFFICE USE ONLY This request witl 1B manihs irom . : , ~ ~ !~3'1 ~ 1990 BUILDZNG PERMIT APPLICATION CITY OF EAGAN " SINGLE FAMILY DWELLINGS MULTIPLE DWELLINGS COMMERCIAL 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL _ 3 REGISTERED SITE SURVEYS ~ REGISTERED SITE SURVEYS - & STRUCTURAL PIANS t 1 SET OF ENERGY CALCULATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIOP7S ' 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS; # OF RENTAL UNITS # OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQiIESTED, BUT NOT PICKED UP BY LAST WORKING DAY ~ OF MONTH IN WHICH REQUEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEWER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED. PERMIT MUST SHOW A LICENSED PLUMBER. To Be Used For: ~ 1Q~A ~Q . Valuation: Date: I~"~~) Site Addressqu~ s, ,(f~p`/J~~CI ~ `~2'OQu~,OFFICE USE ONLY Lot ~ Block ~ FEES Occupancy 3 M- ? Zoning Parcel/Sub ~,~/Y~(~Q~ Actual Const Y-fV B1dg. Permit ~g7,DD Allowable V- N Surcharge I~0 O Owner # of stories Plan Review ~I~, OO Length (02 SAC, City 0 ,O(7 Address Depth 4 2 SAC, MWCC D D~OZ~ S.F. Total Water Conn 62SOv City/Zip Code Footprint S.F. Water Meter 9Q,0~ Acct, Deposit 30,00 ' Phone On site sewage_ S/W Permit 30,OE1 On site well S/W Surcharge ~$O Gontractor MWCC System ? Treatment P1. Z 5~ City water ~ Road Unit' pl~ Address ~ , ~ ' PRV _ Park Ded. Booster Pump Copies Gity/Zip Code 55 ~ ~ SUBTOTAL 2`~(~(~ APPROVALS Penalty Phone ~JI~(J~V~)1 Planner _ TOTAL ~!.'T~.~~j Council Arch./Engr. Bldg. Off. Variance Address City/Zip Code Phone # ~z~ rr,~ I~fiv~s ~ ~ ; Y,2 = hr ~ Z p,RZ =~1xAl _ I~ ~ ~ xt ~i = ~i r i ' a2(, = R2 ~C 9 ~ ~ -~oc~~ ocvZ IblB~~ '`~~x Ihl( r- b = x l 2h =z~,ti I ~l.u,,s~l 2~0~-~~ ls' c~~ZS} = h~ X obQ ~ hZ = 17 ~z = ~ x zl~~,l 8,a ~z = al x 91 z~ =~xz b - ~x 1 R2.~ ` Rz x~~ '1.~ o ZS I ~=5t X~~G ChZ) = ~~c }~9Z=ZZxZ) ~ZS = hZX ZZ ~ ~ ~ , - : , , ~ ~ ~ ~ ~vc~i i~m y~ . , IiIIIIIESOTA ST/11E ENERGY LOUE CALCULAlI0F15 UASED 011 CIIAPTER 5 OF 'IHE ' FIODEL ENERGY COUE - 1903 EDITION . . , ' . Adoptlon Effectlve 1/1/~I~ ' . - (v~~~~Z ~~~~~Phone~ Date ~ Drmcr ' ,Site AJdress Lo-r5 B 7 ~ ~y ,1._~ lAl~'~~~ . Plionc , Contractor ~~~f-iT~ Dullding Classi~flcatlon: Type AI (Single Famlly 6 Duplex) a-" Type A2(Resldentlal) , , (3 storles or lessj- II07°_: Complete pages 3 a~~~ flrs[. (Other) (Over 3 storles) GEIlERAL INFOtU1~T1011 ' rr" N v I. Dulldiny Perlme[er~'JG G p.,~~ 5?~ ft. ~ 2. Wall helyht (yround to eave) ~ ft. , . . 2 ~ 3~ rr. 3, 1. x 2. (above) gross wall area ~(J3 ~ I ~I. Dullding dlmenslons (L). l~ X(W) ft.Z roof G(Ioor erea , 5. Square foot area of rlm Jolst - Floor Jolst size (2 x f(~ ~~z. - X Perimeter = Rim Joist area = i .~c • ~ 12 ~5(O . ' 6. Doors - Aiea ~ I60 ~ Ii1_ lhlckness fn. U factor i ~r Type o( Constructlon Perimeter ft. . Hanufacturer To[al door's perlmeter ft• . ~ 0. Wlndows: Hanufacturer l/J ) U(~ C.1~~7('(jr~ State approved ' U (ector • • ~ . TYI'E ~ ~ SIZE IIREl1 (Ft.z) NUI4flER OF TOTIIL FEET Z • EACII UIJITS . . ~,~-E~~ - ~ 'J~_.}~ .l' - ~ 9. 7ota1 ~t.Z ~~a55 ZS~,"l~ . . ~ ~ x ~ .Ft.Z ID. Flreplace area;" WIJth X helght = • 2 • I I. Exposeci fou~~datlon: Ilelqht X Perlmeter ~11~ X c~,4~ _ _ Ft. C011PLETION OF THIS FORII IS REQUIREU FOR ALL p€~CU~ISIRUC~011, 11nJUR REHUUELTtiG Al1U BUILUIIIGS UEIII( 110VED WIIERE EIIEIIGY, OTIIER Tll~ll TIIE FlIW111AL COUE AL1041ANCE, IS USEU. , ~ •Fi;aminy area = lOX of yross wall area. ~~J 1 i J~~ ft.2 ~~j 1~ . 13: Gross waal area 2 ~ ~ C,~^ U wlndoris = ~ J~ ~ x~ ~ Windo•d area A Z?~~ ~~L_- f t. I~L~ ~LJ ft.Z U rim Joist x,~' fiim Joist area A ~ ~ 2 u X n = ' - ft. U door area = ~ ~ ~oor area A~ ~~~n I~ i'1/~ ~~tjl~. z U.f-L1'epl~te~= i~' U x A= Fth~eJ~ldce-area A ~~'~U ft. ~r~,~~, ~ L- ft:2 U foundation = i01tQ U x 11 Exposed foundatton A G~,~7 o u X n= 2~~ ,r~ "J~> ft.2 U framing area F i Framing area A~~ l~ rJ'=-i , p U x'A F Z~.CJ~ Z ~ 5 ~,(O~~ tt. U wal l= tlet wall area A ~ . U % r L ~L • (13U) TO1AL . . . . . . . . _ , . ~4, Gross wall area x 0.11 (1~-1 single famlly S duplex ° allo4iable U x A1Code (13. above) • x 0.23 (11-2 otiier residential ) x .23 (Other bu11d1ngs) x. .26 (Over 3 stories) . ,?`C dTD~~, t•lust be larger than i ~ ~ n. _ J~~ 1 i~~c _7 x l, Code. I I ' J-~ I 13~ 13D aboye or tlte. same as) 15. Ceiling framing area (Af) equals 10% oF ceiling area ~ . . . . _ f~ X 1w~ r.... z t. i , 15A. Gross ceiling area = ~ /o rti.z 154 Jolst are5 (Af) = lOb ceiling area = ' ft.2 15C. tlet ceiling area"(A~) (15A - 15D) _ ~ O"7, ~ x~ I ~ cp'1 U ceiling x A ~ ~y U iraining x A f= e nTi~j x_ ~C~ = C• , ' ?io " iso. Totn~~u x n , ~6, Ce{11ng area (15A) x 0.026 (A-1 single fmnily 5 duplex - code allor~able U x!1 X 0.033 (!i-Z otlier residential) : ' x O.U6 (othe~L~ paUll 14ust be_larg~r tlian•150 (above) ' I ~ ~ ~ (or the same~as) A (15.n~ x U (codel- NOTE: Use U and A values obtalneJ from pages I,•3 and ~1.~ CER7IFIC~T1011: I liereby certlFy [liat I liave calculated tlie "U" factors and !'R" values hereln and tl,at the bullding here descrlbed mAets or exceeds the State of Nlnneso[a Energy Conserva[lon Act. ' ' . Uate • ~ ` 5 gnature ~ • , ~ ~ , . ' . , , ~ . _ I, . . . ' ~ ~ . , . . . I: . . ; . . l , , 11 . . . . . ~ ; - , • ~ _ _ _ . , ~ , _ , . . - ' . ~ . . , T_~-~.._~- . \ I ' . 1 . . . . • ~ r, : . I ' . ' . i • . . . ~ i - . _ - i . . . . . . . . " . . ' i . " . ~ . . _ . . ~ : ~ _'___.r.. ' , ~ . ~ . _ . . . ~ . . . . . . u _ . . _ . . . . ""_.r' . . . _ _ . I . . . _ . ~ . - ~ ~ ~ ~ _ ~ .....0 , _ . ' I ~.l . ~ . . ~J . p. ~ - ~ I , . ---0~2 ~ 1 ~ `r~ G2~~? , 2 ~ _ . . ,I _ ~ , . ~rn ~ '1S C~ Z . ~ CJ , •i . . . , I ; . ~ . . - . • , ~ ~ ~~'2 . ~ , _ - _ ~~Z _ ~ ~ ~ aX o'L~-~~ ~h~ - ~ ~x~ -{If~-I~~I• - .Q,a~~ ~ko~~l... _L__ ~ ~ a ~ . ^.tx . a _ ~ ~ 'L - '~Xr2~ ; ~ , ~s~~~2~-~,~~_.X~,~i ~ ~~X~ I ~1~~~yil~--- . _ - . ~ - - . ~ - . . , . . _ . , . _ . , ~ . , . - g ~ ~ ~~Z ~q~ - ` . ~ ~ ~~h2f~2~-Fo~-~~~ ~I , _ . . ....._.r.---- . - . -~-c~ ~ x 5 a! . . _ -{>2 ~'~~'d J ~ _ ~ Z'~~2 . . . _ . _ . i--. . ?r I - - - _ C;l~t=o~~J ~i%>~~ ~'nc . . . : ~ _ • ~ ~ - - _ . _ ~ ~ - . . . _ ~ , _ T ~ _ ~ ~ ~ ~ , , • . : ; , • . `-f-`iACU€ - . u VnluE . 'I CElLlI1G , , ~ ~ . ~ t nni4l nc . . . . , . ~ U.61 _ Air F11m . U.G~ ~ . . 9~(Q, D . lnsulatlon ~O ' , . . ,-Y ' ~ Jo1st . ,y~ Celling %7~ ~ ~i. - l ~ ; - C ~ ~ ~ „ ~ _ O.GI Alr Fitm U.GI ~ ^ 1 i 5'`~ '~r l b 1ot01 R ~ 7 7~JJ ; . - . ~ O'~"L • ' . • 1 OZ?J U ° IC ? . . - ~ ~ ' tl.nr nuoF on entn~ui~n~ c~t~tuo ' ` 1-q--~~JV~~ k-Value , CEILIIIG ~ - - F RAIIIIIG . e- y J - • U.G) tnside alr flim 0.61 - - - . Cellin ' Jolst ~sFu~ ' - Insulattol~ _ ~ .-~.--r . , n~r spac~ _ finof deckfng Insutatlon , Bullt-up root ' ~----t- p,_ j_ j _ UutsiJe 81r 111m U.ll . ' lotal h . ~ U ' It ~indod ~n~lltration 5 ctm~lineal foot of crack ' lesidenklal Jvor in~ilf~~atlon U.5 tfm/square foat or Joor dnJ minlmum code Yequiremen~ : !on-f'esldenNal duor Inflltrat.lon 11.U cfm/lineal loot of c~'ack 12°'tonu-ete block no (nsulation = .47 R 2.1 , , . I2~~ Concrete black lnsulateJ cores =.2G R 3.0 . ')b• 12'~ llght~,+elc}lit block "°:32 R 3.1 . ~ 12'~ 1lyhlnelylit bloek InsUlated'cores a~12 R e~~ M1• 1 SInqI~ glass = 1.13; tillh storm winJo~+~ .5h . • ' 1 doV~lp glass = .55 ' ' J lrlplc glass = .~1 ~ ,~I1 exlerlor walls and ce111n~s musti 1~ave A v7por barrler (O.IU perm m~x.)i , lapor barrler must be on the nslde (heated 51de) of tia11~ i Iapor barriers of ti~e polyethelene thln film haJe no R valUe. , , . . . ' • ' • li ' " ~ . • . . ~ . 1 , . . , . . ~ ' . , , ~ . . . . . A. , . . • ~ - . . . ; . . ~ , ~ • ~ Br~un ENVIRONMENTAL LABONATORiES Ouality Services Since 1957 iMwpawe MINNESOTA ENVIRONMENTAL TESTING Minneapolis AND CONSULTING SEFVICES Hibbing Sc Cloutl Reply to atldress/phone Rochester SL PaW AFFILIATEO OFFICES , NOATNUR80TA " ~ ~ Iy r- 6800 South Tfi-169 Bismarck ~ ~ . ' Winisron POSt Off1CE BOX 35108 M~"o~ " Minneapolis, MN 54635 MONTpNA ~ ~ . ~ • ~ ` (612) 941-6491 Billings _ - ...,~~.:.;;::i Bozeman C1` ~'d" ..;~_i ILLINOIS . ~ : , ~ Chica9o January ,~;:7.y; ~989_ - ~ ~ WISCONSIx . . ~ ~ . Yr'F . ~ _ Milwaukee - ' - =I Somerset ;.i;L:~t:- [i)6l?!~~ City of Eagan RogerV Blomquist.Ph.~83O Pilot Knob Road Paul fl. Book. CPG J.S. Braun. P.E. EdCJ3A ~ I~t 5512 3 n ~e i o~nsE Attention: Mr. Mike Foertsch IQ ~ 3 M~ Gregory G. Olsan N O, F~~•? RFFILIRTEO COMPRNIES ~V ~ ' se ^ ~D rn~ BraunEngineering RE: E88-785 ENVIRONMENTAL SOIL BORING Testing IpI~7ESTIGATION Braun Pavement Technologies.lnc. SAIIWOOd COLIL`t Clll~d2-SdC Wescott Hills Drive Eagan, MN Dear Mr. Foertsch: In accordance with your authorization, Braun Environmental Laboratories, Inc. (BRAUN) conducted environmental soil borings at the referenced site (Site). The location of the Site is shown on the attached map. Tha purpose of these environmental soil borings was to identify the presence or absence of contaminated soil associated with the fuel pipeline on the Site. Three standard test penetration borings (ST-1, ST-2, and ST- 3) were completed at the Site. The results of the borings are summarized in this report. Soil samples obtained during the boring operations were scanned for the presence of volatile organic compounds (vOCs) by an on-site technician using an Organic Vapor Analyzer (ovA). No indications of existing soil contamination were encountered durinq the boring operations at the Site. OVA results are summarized on the attached OVA Field Data Sheets. Please refer to the attached report for a complete discussion of our analyses and conclusions. VI E88-785 City of Eagan -2- January 17, 1989 We appreciate the opportunity to provide our professional services on this project. Should you have any questions regarding the contents of this report, please do not hesitate to contact us at (612) 941-5600. Very truly yours, BRAUN Environmental Laboratories, Inc. ~ Gregg A. Roch ford Environmental Geologist Paul R. Book, CPG Environmental Geology Manager Attachments: Site location map Site sketch Soil boring logs ASTM D 2487 GAR/PRB:jas\E88-785 B~un~M E88-785 City of Eagan -3- January 17, 1989 RE: E88-785 ENVIRONMENTAL SOIL BORING INVESTIGATION Sunwood Court Cul-de-sac Wescott Hills Drive Eagan, 1~III A. INTRODUCTION A.1. Purpose: The purpose of the environmental soil borings was to identify existing subsurface contamination at the Site based on the Scope of Services outlined below. A.2. Scooe The services provided for this project consisted of the following: - Three standard test penetration borings (ST-1, ST-2, and ST-3) were conducted on the Site, and - Visual inspection and on-site monitoring of the soil borings with an organic vapor analyzer (oVA). Based on the results of these activities, this environmental soil boring report was prepared. A site history investigation was not within the scope of services for this project. A.3. General Geoloaic Conditions: Surface deposits in the area of the Site consist of end moraine deposits associated with the St. Croix Moraine of the Superior Lobe, Late Wisconsin Glaciation (Hobbs, Goebel, 1982, Geoloqic Map of Minnesota, Quarternary Geology). The Ordovician bedrock surface below the area of the Site lies at an elevation of approximately 600 feet above mean sea level. The surface elevation at the Site is approximately 900 faet above mean sea level, which indicates a depth of approximately 300 feet of unconsolidated glacial till. Br~un~M E88-785 City of Eagan -4- January 17, 1989 Local groundwater flow was not determined. However, regional groundwater flow may be toward the Mississippi River to the north. B. TESTING B.1. Borina Locations and Elevations: The boring locations were selected on the basis of underground utilities and the location of the pipeline. Locations of the borings are shown on the attached site sketch. Elevations for these borings were taken using the manhole, located in the cul-de-sac of Sunwood Court, as a 100-foot reference. B.2. Field Testina and Samnlin~ The penetration test borings were performed with a truck-mounted core and auger drill. Samplinq for the borings was conducted in accordance with ASTM D 1586 "Penetration Test and Split-Barrel Sampling of Soils". Using this method, the bore hole was advanced with the hollow-stem auger to the desired test depth. Then, a 140-pound hammer falling 30 inches drove a standard, 2-inch oD, split-barrel sampler a total penetration of ls feet below the tip of the lead flight of the hollow-stem auger. The blows for the last foot of penetration were recorded and are used as an index of soil strenqth characteristics and for stratigraphic correlation. Samples were taken at 5-foot intervals to the termination depth of the borings. B.3. Groundwater Measurements: Immediately after taking the final sample in the bottom of the boring, the bore hole was probed through the hollow-stem auger to check for the presence of qroundwater. Immediately after withdrawal of the auger, the bore hole was again probed and the depth to water or cave-in was noted. The boring was finally checked and then backfilled in accordance with the Minnesota Department of Health Water Well Construction Code prior to leavinq the Site. B.4. Soil Classification: Soils encountered in the borings were B~un~~ E88-785 City of Eagan -5- January 17, 1989 visually and manually classified in the field by the crew chief in accordance with ASTM D 2487 "Unified Soils Classification System" and ASTM D 2488 "Recommended Practice for Visual and Manual Description of Soils". A copy of ASTM D 2487 is attached. All samples were then returned to the laboratory for review of the field classifications by an environmental geologist. Representative samples will remain in our Minneapolis office for a period of 60 ~ days to be available for your examination. B.S. Contamination Detection Procedures: During the field sampling, soils were inspected visually for unusual staining as well as scanned with an oVA to determine if hydrocarbon vapors were present. C. RESULTS C.1. Loas: Log of Boring sheets indicating the depths and descriptions of the various soil strata, the penetration resistances, and water level information are attached. The depths shown as changes between the strata are approximate. The actual changes may be transitional, and the depths of the transitions likely vary horizontally. C.2. Groundwater Measurements: Groundwater was encountered in the soil borings at depths ranging from 16 to 18 feet with the hollow-stem auger in the ground. C.3. Soils Encountered: Generally, the soil borings encountered sandy silt, fine- to medium-grained with some roots and pebbles. ST-2, taken in the bituminous pavement of the cul-de-sac, encountered approximately three inches of bituminous and the underlying sandy silt fill. Below this fill was approximately 18 feet of poorly graded sand which was considered to be fill, added pursuant to pipeline leak associated soil abatement. The mottled soils encountered in ST-3 may have been displaced from the area of ST-2. Br~un~M E88-785 City of Eagan -6- January 17, 1989 C.4. Contamination Detected: Hydrocarbon contamination was not detected in the soil borings with the OVA meter. Further analysis, therefore, was not conducted. (See attached OVA Data Sheets.) D. CONCLUSIONS Our on-site observations revealed no unusual staining in the soils sampled. In addition, the scanning of soil samples did not indicate detection of hydrocarban vapors in the soil borings. It appears that the soils sampled are not contaminated with VoCs or petroleum product. E. G~NERAL The analysis and recommendations submitted in this report are based upon the data obtained from the soil borings performed at the locations indicated on the attached site sketch. Subsurface contamination was not detected in our borings. Based on the existinq pipeline locations, the borings were placed in areas that would not disrupt underground utilities and, in our opinion, would best intercept subsurface contamination. Services performed by the geologists and environmental scientists for this project have been conducted in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area under similar budget and time restraints. No warranty, expressed or implied, is made. B~un~M Page 1 of 2 OVA_ Field Data Sheet ' Project Number: E88-758 Date: 12/21/88 Location: Sunwood Court Cul-de-sac Auger Steam Cleaned? Y N Weather Conditions: Split-Spoon Cleaned between Calibration: samples? Y N Boring,ID: ST-1 Method: Head Space Depth of Auger Cuttings Split-Spoon Analysis Samole fppml (AOm) (DOmI Notes 2.5 0 0 5. p . p 10. 0 0 15. 0 0 20 0 0 Location: See sketch Date: 12/21/88 Weather Conditions: Auger Steam Cleaned? Y N Calibration: Split-Spoon Cleaned b~een Soring I.D.: ST-2 samples? Y N Method: - Head Space Depth of Auger Cuttings Split-Spoon Analysis Sample fppm) (poml fvDml Notes 2.5 ~ 0 p 5. 0 0 10. 0 0 15. 0 0 20. 0 0 ' ~ Page 2 of 2 UVA Field Data Sheet ~ Project Number: E88-785 Ddt2: 1~/71fAR Location: See sketch Auger Steam Cleaned? Y N Weather Conditions: Split-Spoon Cleaned between Calibration: samples? Y N Boring ID: Method: - Head Space Depth of Auger Cuttinqs Split-Spoon Analysis Samole (nom) (ppml (ppml Notes 2.5 0 0 5. 0 0 10. 0 0 15. 0 0 20. p p Location: Date: weather Conditions: Auger Steam Cleaned? Y N Calibration: Split-Spoon Cleaned between Boring I.D.: samples? Y N Method: Head Space Depth of Auger Cuttings Split-Spoon Analysis Samtile (nnml (ppml (ovm) Notes I_ Q~ 1 f ~ ' ~ 11 ~ `'Pq~G ~ ~ J jl bw~m 1 ~ l ~ ti ~ ~ I ~ ~9~p ) V ~ U ~ i o~ rl ~ ~ ' ~ o - ~l : ~ ~ ~ ~ ~ ~ • 1 ~ ~ ~ _ ~ l ' ~Q ~(r~~ ~I,r-',r~~7'~~ ~ ~ • -oo ~ efi)i~~ . ~~,\S b. 1. O I1.7. . ~ f ~ . 1,. + ~ ~ . . I~` ( i.!~. ~ ~n 4 ~ ~ ' ~ I \ ~ f ~ ~(1 i ~ ~ fl ~ ~'1~ L ~J~~ c i ~ ~ f ~ ~ i~i. GYa el Cie ~>i ~0 ~~.0~ ~ ~ g 1~~~~~ i ° -~,~'a~ r" ~ 4 ; o .J_ . ).rQ ~ c".-~a.~Y, ~~~F.6C ~ ~,,.,,ni 1. ~ r IL ~ ~ s o s , N/ r~ ~j d i W ~ i ~ ~ n ~Y ~ r~: . ~ ~ ~ .I~f~~.i. ~ J (r i J T7n , r~'~:,t ~ ~ T~ 9 1 t~- ~R~r' J~,~J~l l/^~-+~ f 1I~q\~ ODtf ~ ~ R~ • I ~-'R04 .~~.1~OC~'~(7° l'l'~~.- _ ~ / ' - 't ~ i ~ r. ~ 0 ~.1.~ 1 ' . ~ ~ ~i i~:~, ~ ` a'" ~C ~)~~v~o°/ ~ii~ /i~ r I l~' _ - ~ L 1~J1 ie . / ~ ~ 11'^ ~ i ~ .~~I I~ . ~ ~ r . ~ r ~ f .~~4 ~ V ' j U ~ la¢ry ~ ?~c. yo° ^ J ~ ~ . . p~ G e~ a ~ ~ ~`~t tr. ~jj ~2-. _ . . ~ o ~ ~ . o ct rrd o~ c.,,.e~ H~;I i O. . Z: co~nt.y c~y~-~ soo. .3 v' a - - 0 : ; ~1. _..J _ _ W o. La./ ~b C~ - 4 ~-e.y ~ "~'vi~ ' - _ ~ - . _ _ ~ _ . ~ ~ . (J' ~S7~as1 ' ° Site Location~ ~ ~ W - Fxah~ ~ a ~ ~~--s E88-785 f~^ l~ i~ ~ ~ e» ~ ~ { i - ( i - ~ ~ ` ~ ~j°'r" ~ ° , - ~p aJ ~ : ~ ~ « I ~ ~ ~ ~ . v"' w rr o ~e» ~ i) yr \ ~ ' p~i „ , ~ ; ° / y ~ ~ ~0 ~ ~ -o ~ ; o o: o ~ ~ ~ - - ~ ~ y5p ~ . ''C ~v ~F _O.'t - ~ ' y~ O ~ 4 i~'' o / ~f~ ~ p ~ cCarthy; o ~ ~ p i' S ~i e ~~U j ~ ~ , • - ~ . , ee~ ; M , ~ Q D = , . ~ I , , P ( ~ i 1 _;~/~~~yoo a ~ ,M1` ~ e, J f • o ~ ~{`IC / (II' JS 90 ~ ~ ^ j ~ , ~ V 'i l_ Im' ' )Il J~ ~J r " bi~ t~ i, ' /l 1 ` - . ~,l . ~~v : ~ ~ 1 ~ ' l / '~`~~9a, ~ ~ - ' 1.; c= 5 c ~ - J. : ST. PAUL SW DUADRANGLE M[NNESOTA 7.5 MIfVUTE SERIES (TOPOGRAPHIG) Sw/t 5T. PAUL 13' OIIADRANCLE E88-785 City Of Eagan Sunwood Court, Cul-de-sac to west B~~~ of Wescott Hills Drive Eagan, tdinaesota Oace:Jdn Rarird: Orawn: Sa~el : 2 0 0 ~ 0 N Q ~ - Boring Locations ST-3 (~1 ~ N ~i Q ~ rJ 1 ~ Fa H .'~7 E F O SUNWnpp COU.RT U ~ 54' 93' ~ 29' 60' ST-~ _ 9' ST-1 o•~•' Jan ' 88 E88-785 City of Eagan Sunwood Court, Cul-de-sac to west of R•'nied~ ~ ~ ~ ~ Wescott Hills Drive °ri""`GAR Eagan, flinnesota $°'~'Not to Scale ' ~ LOG OF BORING BR/~IUII . ENGINEERIlN: TESTING PROJECT: E88-785 FNVIRONPIENTAL SOIL BORINGS BORING: ST-1 City of Eagan LOCATION: 3830 Pilot Knob Road Eagan, hIIV 55123 See Attached Sketch DATE: SCALE: = q~ ASTM Tests or Notes Elev. Depth D2487 Description of Materials BPF WL 100.4 0.0 Symbol (ASTM D2488) 98.9 1.5 SM FILL: SILTY SAND, brown, frozen. BINQ-I MARK: Hydrant at west end of cul- [Vff. FILL: SILT, with Roots, black, de-sac on Stmwood 97.4 3.6 ~m ToDSO~_11 Court. [vII. SANDY SILT, fine- to meditan- grained, brown, moist, stiff. 95.4 5.0 hiL SANDY SILT, fine- to mediLUn- 14 grained, with Gravel, brown, . o'l moist, very stiff. -°o (Glacial Ti11) c E d ~ 90.4 1C.G 21 ~n ML SANDY SILT, fine- to mediiun- ~ grained, with Roots and Gravel, ~ brown, wet, very stiff. ~ (Glacial Till) m • c 0 ~ 85.4 15.0 ~ 27 ~ ML SANDY SILT, fine- to medi~un- ~ grained, with Gravel, brown, d waterbearing, very stiff. ~ (Glacial Till) a v . m a c ~ S? " - ~ ~ IND OF BORING m a Water level down 16' wi.th 20' of ¢ hollow-stem auger in the ground. vv~'i Water level down 16' irtmediately after witt~rawal of auger. Boring imnediately backfilled. ' ' LOG OF BORING g~V~~ ENGINEERINfa TESTNG PROJECT: E88-785 ENVIRONMIIVTAL SOIL BORINGS BOFIING: ST-2 City of Eagan LOCATION: 3830 Pilot Knob Road Eagan, hIIV 55123 See Attached Sketch. DATE: 12/21/88 SCALE:1" = 4' ASTM Tests or Notes Efev. Depth D2487 Description of Materials BPF WL Symbol (ASTM D2488) SM FILL: 3" BITUMINOIIS Pavgnent overlying SILTY SAND, brown. .0 SP FILL: POORLY GRADED SAND, mediun- to coarse-grained, with Gravel, brown, moist, dense. 93.1 5.0 23 SP FILL: POORLY GRADID SAND, mediian- to coarse-grained, with o Gravel, brown, moist, medii.un o dense. c E `m ; &8.1 10.u 15 ~a SP FILL: POORLY GRADED SAND, ~ medi~un- to coarse-grained, with ~ Gravel, brown, moist, loose. v c m c O ~ 83.1 15.0 8 m m SM SILTY SAND, mediian- to coarse- o grained, with Gravel, brown, wet, loose. m m (Glacial Till) a v i W ~ c -5 ~ 77.6 20.]. v ~ EfdD OF BORING. C Water level doc.m 18' with ZO' of Q hollow-stem auger in the grou~. m Water level down 18' itmediately after wi.thdrawal of auger. Boring 'u~mediately backfilled. ° - LOG OF BORING ~I~AU11 ENGINEERING TESTIN6 PROJECT: ggg-7g5 INVIRONME~TfAL SOIL BORINGS BORING: ST-3 City of Eagan LOCATION: 3830 Pilot Knob Road Eagan, MN 55123 See Attached Sketch. DATE: SCALE: _ ~ ASTM Tests or Notes Elev. Depth D2487 ~escription of Materials BPF WL Symbol (ASTM D2488) SM FILL: SILTY SAND, brown, moist. 7 SP FILL: POORLY GRADED SAND, medium to coarse-grained, moist, o loose. 0 c E `m ; 95.4 10.0 28 ML FILL: SANDY SILT, medi~n- ~ grained, with Gravel, brown ° mottled with white, moist, very a W stiff. c 0 ~ 90.4 15.0 ~ 25 ML FILL: SANDY SILT, mediiun- ~ grained, brown, mottled with d white, moist, very stiff. ~ a ~ `m a c 84.9 ~ - 0 ~•grained, brown, wet, °cm END OF BORING. very stiff. (Glacial Till) a Water level down 18' wi.th 20' of Q hollow-stem auger in the grotmd. ~ Boring imnediately backfilled. ~ ~ Descriptive Terminology Q'1S Designation D 2487 - 83 Standard Test Method for CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES son n.ssifa~no. PARTICLE SIZE IDENTIFICATION UIiEPU itfi 4LGxIVG UiOUV SYYWlS N10 IAWV ! GOJi MMS VSING UBd~LLPY Tf5i5 • SlYOpt 91W> N1Mf 0 Boulders ~Vef ~2~~ ~ ; ~ I Cobbles 3°to 12.. fAAVElS ~ CLEMY GPPYflS fu > 1 J I< L~ [ 3 e GY 4e11-g~beE grarel ~ ~ w.e sa m. ss Gravel ~ - .eie:~ee•o ro~ I ' t~ a a .~eia. i > c~ ~ l e v voo.tr 9naea 9•erei r j Coarse . . . . . . . . . . . . . . . . . . . . . . . . . . - 9.. e. „ ~ b. < slne fFqYELS MIiX fINFS flnes [lessll ~s Yl ar XN GM Silt rarel ~•9~N I F' N 4 W-- ine o - < ¢„N ro.. in.~ ia n.e: c ri~e: n,s:~ry ,s « a. cn u u.x~ a.ne~ .c.n Sand . I ~ ' _ , y avm ; cuui s.xos c„ , c.+a ~ n• w uen-y.wm »w ~ ~ Coarse N0. 4- NO. 10 ~ e g sos o. .o.< or i ~ers m.. ss r.n a _ _ . . . . . . . . . . . . . . . . . . . . . I~" ~o+.:. o-rr,o.; c~ ~ c..eio. c~ sr veo.ir s•+~.<:..a ~ Medium No. 10 - No. 40 ~ w:ses ro. ~ s cpss~t s.~a e.nd ° E j.,..~ saxos n~x rixcs i vm: e~ n~ o. ~a se sin Fine N0.40- NO. 200 I i ~K finn dais~/y es ¢ or cx 5[ claye~ sena 9~~.~ SiN No.200 - .005 mm ~ . ' a; , r..a omxs o~ o. mo.e n i.r a~r t.~." Clay 1e55 than .005 mm . ~ me.y.~~~ 'n~ vo: o I LiiS zv~ La~S t.l;. j l~puiE lin~t VI a p Or plots Oelo~ '4' Ilne : R $tlt «s sm RELATIVE DENSITY OF j - `=9='° r ' ~ " COHEStONLESS SOILS , t o.qao c ~~e~iT mi~ oi~e.~:e ~ o.is oi P.9:~t~ sti~ x~ i. m, o I ~ v~ mois o. o. anme a va~ ~~.r very loose 0- 4 BPF I ^ ; ~ ; ' Slu• [:o.s ! IOOSe . . _ . . S - 1O BPF e . ~ - ra.~a : "•y' ` v; omn e.~o. -n- i~~e e. [iasn< srn ~.~.m I metlium dense 11 - 30 BPF ' = w. > ,o.. ~ dense 31 - 50 BPP ^ ' . i~ mo mm~ a asama cier ~ very dense 50+ BPF o.qa~ I me ~an . oa[n a•eU < c.]5 ax N a snt I. . C'~ . . wim.rny o,qe~ic .~vu~, aa,~ roio.. e~e cr P~.i~, I ' . CONSISTENCY OF COHESIVE SOILS easee a~ :n...v.ai wss~~~ 3-m i rs.mi s vBry SOft 0- 1 BPF e. u r.m ..m~b ~ uei.. e~em, m.iae.s~~zde -nm :aomes maie. w.~ee~s^ ~a y.o~o ~e~e. SON . . . 2 - 3 BPF 4'eve'~5 •Rn 5 le I11,!enes reyn~.re a spEO1s ,e ~i n-rr~ .r y.eaea o.e.e~o. in<~~ f2lhBf SOft . . . . 4 - 5 BPF P-GC nelt g.ay~ 9~eret nun ebr cv-rr ooo.ir 9•ea~a e•a~~~ .,m :a~ mBdiurtl 6- 8 BPF w-~ xo.i~ .eaec y.a..~ ..u ai.r rB[her stif} 9- 12 BPF e. s.m..~u 5 ~o ~zt r.....ea~~,•< o,ei sy~.eo~i w-v ..n q.mw s,m .,.n snv stifl 13 - 16 BPF SY-5: ~ell g.pe: suq nID ~tay M u-v ~o.~r e~w.. : ~ :n~ very stiH 17 - 30 BPF so-tc oaonr n~um va~e .,m a.y ~ (ojoiz hald 30 BPF [ . o~/v~o t . ~o m r. s ca~in.s ~ ~x se~a. aaa ~.,u se.e• m qm~p y. ~ r„', su~ a: u.xi, a.<t ,,.,o, s~-~.`~ DRILLING NOTES r fin o.q.n .ea - a.qamm ~ner m qm.p . I' so.l5<ontaini ~ 6t yrerel5n•a0E 'dt0 9nreP vo 9roup~n u a....o~.3 rm~.e: omi ~,arn~a ,on . a~~, ,n:, ~„r. Standard penetration test borings were advanced by 3'." or 6Y<" L 1( sofl m.ems IS ta B95 plus M. 2pJ. e0U ~it~ SenU' er r~t~ 9revN' ~n~ nerv seGm.lnmt. i. u~on no.,i~, eoo, o~.~m:~,~v, :„e, eaa ~ ~o g.e~o~~ • I.D.hollow-stemaugersunlessnotedotherwise.Jettingwaterwas i~ s~ <o~m~~v S' ~oi vw: x~. >oo~ n..e~;~.~nr s•a.e~...oe~~s...«nr' ~o s.o c~name P~~<~,~:o~~o~+a~o.mwe•w•~~... ' usetltocleanoutaugerpriortosamplingonlywhereindicatetlon o. e; o. me~, e.~a. u~<. lo s. Standard enetration test 6orin s are desi natetl b the n. o~ oio~s o o. na.e -a~ rM. 9 P 9 9 Y a. v~ pions eeie. :~~e. pf2fix "ST" (Split T~b2). so ~ Power auger borinqs were advanced by 4" or 6" diameter. '~o~ ocss~~~cor a~ a+ •,~e-y~m~ra :o~~~: continuous-flite, solid stem augers. Soil classitication antl strain ~ o~a+,~~~q~a~oee?~oa*~o~o~coors.-qra~~:a ~ depthsareinlerretllromdisturbedsamplesaugeredtothesurtace :mis ~ soL and are therefore somewhat app~oximate. Power auger borings d I Eouo*ron o' ~n'-~~ne E. . . ea~~~o~*m o* oi•a ~~25 5, .~;j~ N ~ are designated by the pretix "B". a~I ro~~ o;-;-=~_,-,~;, -~i Hand probings were advancetl manually with a lv;' diameter z ~ Eo-,a<:o~ o~ "u"-~~~e -a ~ probe and are limited to the depth from which the probe can be - Yert¢ola+~.~_=16~a~I=7 ~ i > rne~ oI=o 91u-BI ~ G~ I manually withdrawn. Nand probings are indicated by the pretix F 30I ~ .,H,. F ' i~ I SAMPLING - All samples are taken with the standard 2" O.D. ~ ~i~ split tube sampler, except where noted. TW indicates thin-wall ~ Z~ MH a+ OH (undisturbed~ sample. a ~ i~ iG~ i BPF - Numbers indicate blows per foot recorded in standard io ~ penetration test, also known as "N" value. The sampler is set 6" ML ~L into undislurbed soil below the hollow-stem auger. Driving resistances are then counted for second and third 6" incremenis ~ and adtled to et BPP. Where the diHer si nificantl the are °o m ~e zo w so so so ~a w so ~oo na 9 Y 9 Y. Y L IOUID L I M I T(LL1 reported in the tollvwing torm - 2/12 for the second and third 6" increments respectively. WM - WH indicates that sampler penetrated soil under weight of hammer and rOds alone, driving not requiretl. LABORATORY TESTS NO7E - All tests ~un in accordance with applicable ASTM Standard5. DD Dry Densiry, pcf OC Organic Content, Mo WD Wet Density. pcf S Percent of SaWration, M MC Natural Moisture Content, °/a SG Specitic Gravily LL Liquid Limit. No C Cohesion PL Plastic Limit. % Q Angle of Internal Friction PI Plasticity Index, /o qu Unconfined Compressive Sirength 2004 RESIDENTIAL BUILDING PERMIT APPLICATION ~ ~ City Of Eagaa ~ 3,S ( ~ ~ 3830 Pilot I{nob Road, Eagan MN 55122 ~ ~~'~(o , Telephone # 651-675-5675 FAX # 651-675-5694 L, ~ 1 NewConstructionReauirements RemodellReoairReouirements OfficeUseOnlg _ 3 regislered site surveys showifg sq. ft of l04 sq. ft. al house; and all roofed areas 2 copies of plan Cer{-yi SuNey?~tsotl ~~~=N (20%maximumlotcoverageallowetl) 15etofEneqyCalwlations(orheatedadditions TreePresPkiiRecd '~Y ~_N 2 copies of plan showing beam & windax sizes; poured found design, etc. 1 site survey for additions & decks Tree Pres Reguifed _ Y N 1setofEnergyCalculations Addlfion-indlcateiton-sResepflcsysfem OmsiteSepli~'System ~ _l`~,N 3 copies of Tree Preservation Plan if lot platted after 717l93 Rim Jaist Dehail Oplions selection sheet (bldgs wAh 3 or less units Date 5 / j Construction Cost $ ~ ~ ~ U~ ~ Site Address U i 5~~ w Unit/Ste # ~ ~ N 1".) i~ S Description of Work _ ~ S G^~,5 p nJ p s,c~ J,,_ Multi-Family Bldg _ Y X, N Fireplace(s) ~ D _ 1 _ 2 Property Owner ^ ~ , r Telephone # S CS ~ ' ~ Contractor ~--~~f?,_C~ ~n~ ~ i ~ ,F~', ~ S' Address J Fj /.w ~ City G~ , State Zip Telephone # ( ) COMPLETE TFIIS AREA ONLY IF CONSTRUCTING A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 Minnesota Rules 7672 Energy Code Category , Residential Venfilation Category 1 Worksheet . New Energy Code Worksheet (Jsubmissiontype) Submitted ~ Submitted • Energy Envelope Calculatlons Submitted Have you previously constructed a building in Eagan with a similar plan? _ Y _ N If so, 25% plan review fee appiies. Licensed Plumber Telephone ) Mechanical Contractor Telephone Sewer/WaterContractor Telephone D ) MAY 0 3 2004 I hereby apply for a Residential Building Permit and aclmowledge that the inform ' n is c plete and a curate; that the work will be in conformance with the ordinances and codes of the City 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. ~ ~ ~ GS .~~v, > ' d~t~ L~ ApplicanYs Prin ed ame Applican 's Si aturef \ OFFICE USE ONLY r 5ub Types + ? 01 Foundation ? 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? OS 06-plex ? 16 Fireplace ~ 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screenlgazebo) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage ? O6 04-plex ? 12 12-plex Plbg_v or _ N ? 25 Miscellaneous Work Types ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ~ 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building' ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement "Demolition (Entlre Bldg) - Give PCA handout to applicant Valuation ~ ~~D Occupancy MCES System Census Code ~ Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const ? ~ Width REQUIRED INSPECTIONS _ Footings (new bldg) Final/C.O. Footings (deck) FinaUNo C.O. ~ Footings (addition) _ Plumbing Foundation HVAC Drain Tile Other Roof Ice & Water Final Pool Ftgs Air/Gas Tests Final ~ Framing _ Siding _ Stucco _ Stone _ Brick Fireplace _ R.I. _ Air Test _ Final _ Windows Insula[ion _ Retaining Wall Approved By: ~ !.i , Building Inspector - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Base Fee Surcharge 2~~~~ Plan Review MC/ES SAC ~ p,~,~f' ~~I ~ I I g~~ City SAC ~ Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other • Total ~ ~ • 1 t ~ ' ~ ' ' ' ~ ' - _ . ~ • ' ~ C~ ~ ~ c.- ~ / / , ~ i~ ~ , s ~-.,t: , ~ 7 - ~ ' ~'~~'~G ~ - . ,:Fi:~'/ i . ti ~2~ a~i . . ~ XO ~ . ~.1 . y ~ f /`~'p~r~ ~ \ . . 5 ,~n~,~~~ ~ ~ 3 ; " ;v 4 , o p~C~ ~i•-w ~,b ~ ~ ~ ~ / w N~ ~ ? ' ~~~j _ „ r ,,'l~ ~~i00 S ~ _1 Nes'so'17 y~6j1;• ~ y . . ~ a g w , y tJ"' N M 7.0~ ~ y' 96 W ~ O C ~ n ' ?e ~ . A/~ Lm 5X~ °a.ed S.fi+~CE y~0 - ~ ? . q ; 8: w J~. ~ N op P N M . r Q'`- ~ti ~ L $'j' ~I • t ~~'7.2` ~ ~ ~ , m. / _ s . ~ i5 6'•~ U +t=~i.~=~;~ a _'`W o d°~, ZZ. ~ _ ~o s~-- '~~'i~' \ - , .D +?os.32 ~ i ~y~q y~ 5 Y4' S~: ~7" F ( • ~ 4i /Q r= i . P~. ~ ' ~4~1 ~ ~ ~ ~ ~ . . ~ 4 CASH RECEIPT • r CITY OF EAGAN ~ • 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE 19 ~ ~~o j~~, , F1i0M i~ / , ' AMOUNT $ - ~ . ~ y~. & DOLLARS ~ro ? CASH HECK ~ . ~ I~~ ~ ~ ~ l~ ~7 - FUNO OBJECT AMOUPlT Thank You BY C ~o~o~ ~~y Penk--Fib Copy PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA158726 Date Issued:10/29/2019 Permit Category:ePermit Site Address: 907 Sunwood Ct Lot:5 Block: 1 Addition: Sunrise Hills 2nd PID:10-72983-01-050 Use: Description: Sub Type:Residential Work Type:Replace Description:Furnace Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Please call Building Inspections at (651) 675-5675 to schedule a final inspection. Fee Summary:ME - Permit Fee (Replacements)$59.00 0801.4088 Surcharge-Fixed $1.00 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 - Gregory P Harris 907 Sunwood Ct Eagan MN 55123 (651) 278-6156 Home Energy Center 2415 Annapolis Lane N #170 Plymouth MN 55441 (763) 476-1990 Applicant/Permitee: Signature Issued By: Signature