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4246 Augusta Ct PERMIT City of Eagan Permit Type: Building Eagan. Permit Number: EA098504 Date Issued: 04/07/2011 OR Permit Category: ePermit 41 it~ of E3 E Site Address: 4246 Augusta Ct Lot: 4 Block: I Addition: Sunset 10th PID: 10-72996-040-01 Use: Description: Sub Type: e-Windows iDoors Construction Type: Work Type: Windows Doors-New ; Replacement Description: House Census Code: 434- Occupancy : Zonin,: Square Feet: 0 Comments: Improvements to the home require smoke detectors in all bedrooms. If altering window openings, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required by law in ALL single family homes. Fee Summary: BL - Base Fee S3K $88.50 0801.4085 Valuation: 3.000.00 Surcharge - Based on Valuation S3K $1.50 9001.2195 Total: $90.00 Contractor: - Applicant - Owner: Lindus Constriction Ricks Gullickson 879 ffi y 63 4246 Augusta Ct Baldwin WI 54002 Eagan MN 55123 (710 684-4647 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 Cite of Eagan Ordinances. ApplicantiPermitee: Signature Issued Bv: Signature Use BLUE or BLACK Ink For Office Use I I City of EaEdn ; Permit s y 3830 Pilot Knob Road y\~ ` i Permit Fee: Eagan MN 55122 Date Received: j Phone: (651) 675-5675 t I I Fax: (651) 675-5694 I Staff: S L-----------------I 2010 MECHANIC L PERMIT APPLICATION Date: Site Address: ~f 2. Lv /'t gbro~7 ey4 i!"a-. 55 r r_3 Tenant: I 1 / Suite RESIDENT/OWNER Name: AI -c K ( G; `1iG/ I-'S trz, Phone: 6/Z 35-3 " -7:ZD Address / City / Zip: q,)-L161 C_4- /13 CONTRACTOR Name: W-•t-k 7P- L-q 't AC_ License Address: 4(45 26 Lei IL-Mn 4W"!l City: ~Q9 State: _KAJ Zip: 65_~,A a Phone: ii f ?V Contact: ~av~ ~v►~ Email: ~d q [ 1 Ktx In * w ¢-+n z_a Ja,e- , c • TYPE OF WORK New Replacement Additional Alteration Demolition Description of work: NOTE: Roof mounted and ground mounted mechanical equipment is required to be screened by City Code. Please contact the Mechanical Inspector for information on permitted screening methods. PERMIT TYPE RESIDENTIAL COMMERCIAL Furnace New Construction Interior Improvement Air Conditioner Install Piping Processed Air Exchanger Gas Exterior HVAC Unit Heat Pump _ Under / Above ground Tank Install / _ Remove) When installing/removing tank(s), call for inspection by Fire Other Marshal and Plumbing Inspector RESIDENTIAL FEES: $50.f Minimum Add-on or alteration to an existing unit (includes $18 State Surcharge) $90.50 Fire repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) $ 5 S, t~'_D TOTAL FEE COMMERCIAL FEES: $70.50 Underground tank installation/removal OR Contract Value $ x1% $50.50 Minimum (includes State Surcharge) Permit Fee - If Permit Fee is less than $1,000, surcharge is $.50. - If Permit Fee is > $1,000, surcharge increases by $.50 for each Surcharge $1,000 Permit Fee (i.e. a $1,001-$2,000 Permit Fee requires a $1.00 surcharge). TOTAL FEE 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.gopherstateonecall.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 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 e/ V~ 4 P_ \ S- a~!Q t~~ v l x Applicant's Printed Name Applicant's Signature FOR OFFICE USE Reviewed By: Date: Required Inspections: -Under Ground - Rough In -Air Test -Gas Service Test -In-floor Heat Final Exterior HVAC Screening Inspection BLDG. PERMIT ' NO. e01-3210 Bldg. Permit 01-3422 Plan, Check 01-3445 Surch./Adm. 01-3446 SAC/Adm. - 01-2155 Surcharge ='C 17-3860 Road Unit c~.~. 20-2275 SAC f 20-3865 Water Conn. 20-3868 Water Trmt. ' 20-3716 Water Meter f -i 20-2252 Acct. Dep. 20-3713 Water Permit 20-3743 Sewer Permit 79-3866 Sewer Conn. 11-3855 Park Ded. TOTAL - -92 CITY OF EAGAV Permit No. 1 Date: 3--25-:.,7 3830 Plot Kriob Road Meter No: Size: P.O. BoR21199 Reader No: Date: Eagan, MN 55121 owner. Verlyn AckerT aii Site Address: "4 6 Auguste Court L4 B1 Sunset I.;A" Plumber_ *'.cDerm tt Plumbing Conn. Chg: 55, S _ nnTpt- Zoning: Ri Acct Dep: I5 •pp~,~ No. of Units: 1 Permit Fee: I Surcharge: i+ cl I agree to comply with the City of Eagan Tr. Plant Ordinances. Meter. 67 Misc.: ° FKV E By WATER SERVICE PERMIT CITY OF EAGAN SEWER SERVICE PERMIT 3630 Pilot Kgob Road 10141 P.O.S& A1199 PERMIT NO.: Eagan, MN 55121 DATE: V Zoning: Rl No. of Units: Owner. Vei yn Ackerman Address: Site Address. 4245 gusts Court L4 B1 Sunset t . Plumber. P McDermott um i U-20-61 766-~)9 17 7 p I agree to comply with tbo Flity o1.Eagan Connection Charge: 52 5. (?')pd Ordinances. Account Deposit: 15.0Opd Permit Fee: 10.00pd Surcharge: . 50oc'. By - Misc. Charges: Date of Insp.: Total: Insp.: Date Paid: CITY OF EAGAN Permit No: = Date:- 5- 3830 Pilot Knob Road Meter No, 3Y,5 ~ 9,2 .19 size: .54,1 P.O. pox 21199 Reader No, p 44 7a 51 Date: L Q -49 ZZ Eagan, MN 55121 Owner. ,r1Yn Ackerr:an Site Address: 4246 Augusta Court IA E1 Sunset 10th Plumber r R i`:CermotL P1~:mhii~.Q Conn. Chg: nin Acct. Dep. I . tw 214u1.tUlits: i Permit Fee: 1' . - tl , GAS EtC, tqjt Surcharge, mply with the City of Eagan Tr. Plant 18('' M AMC Meter. 7 ,v l. Misc.: P: B WATER SERVICE ERMIT PERMIT # ' PLUMBING PERMIT RECEIPT # CITY OF EAGAN 3830 PILOT KNOB ROAD, EAGAN, MN 55121 DATE CONTRACT PRICE - 0 PHONE 454-8100 Site Address BLDG. TYPE WORK DESCRIPTION Lot Block Sec/Sub Res. New m Name Mult Add-on ca Address NE Comm. Repair c City s'~'~~tt Phone _Zc- Other IV a t NO. FIXTURES TOTAL Name Water Closet - $3.00 $ 3 Address Bath Tubs - $3.00 O City Phone Lavatory - $3.00 Shower - $3.00 Kitchen Sink - $3.00 FEES Urinal/Bidet - $3.00 COMM/IND FEE - 1% OF CONTRACT FEE Laundry Tray - $3.00 MINIMUM - RESIDENTIAL FEE -$10.00 TFloor Drains - $1.50 MINIMUM - COMM/IND FEE - 20.00 Water }seater - $1.50 c' STATE SURCHARGE PER PERMIT - .50 Whirlpool - $300 (ADD $.50 SIC IF PERMIT PRICE GOES -'Gas Piping Outlets - $1.50 BEYOND $1,000.00) Softener - $5.00 Well - $10.00 Private Disp. - $10.00 Rough Openings - $1.50 SIGNATURE OF PERMITTEE FEE STATE S/C: FOR: CITY OF EAGAN GRAND TOTAL: PERMIT # Z ' MECHANICAL PERMIT " CITY OF EAGAN RECEIPT # 3830 PILOT KNOB ROAD, EAGAN, MN 55122 DATE: CONTRACT PRICE: PHONE: 454-8100 0C Site Add ess 71 f A /n, ti f. BLDG. TYPE WORK DESCRIPTION Lot Block Sec/Sub Res. New Mult Add-on Name ' Comm. Repair :a Address Other y 3q c city ' ` Phone u5 -S Name FEES RES. HVAC 0-100 M BTU - $24.00 c Address ADDITIONAL 50 M BTU - 6.00 p City Phone (RES. HVAC INCLUDES A/C ON NEW CONSTRUCTION) GAS OUTLETS (MINIMUM - 1 PER PERMIT) - 1.50 EA_ TYPE OF WORK k - APTA BLDGS. FEE - 1% OF CONTRACT EE COMM. RATE APPLIES Forced Air M BTU TOWNHOUSE & CONDOS -RES. RATE APPLIES Boiler M BTU $ MINIMUM RESIDENTIAL FEE - ALL ADD-ON & Unit Heater M BTU $ REMODELS - 12.00 Air Cond. M BTU $ MINIMUM COMMERCIAL FEE - 20.00 Vent r CFM $ STATE SURCHARGE PER PERMIT - .50 PERMIT PRICE GOES (ADD $~50 S/C IF Gas Piping Outlets # $ l BEYOND $1,000) Other FEE: S/C: -l SIGNAT E OF PERMITTEE TOTAL: FOR: CITY OF EAGAN Tatifirote of (Orrupaury titp of Cagan MrVw t Md of ludbimo j"Ptrttan This Certificate issued pursuant to the requirements of Section 306 of the Uniform Building Code certifying that at the time of issuance this structure was in compliance with the various ordinances of the City regulating building construction or use. For the following: Use Classification 1 side. tlrmit No. ` t 7 Y r OocnpRncy Type ' Toning District - ~ Type Cams Owner of Building 11 Ad&= 1112 i 4A a IT' anilaiog Addrm • 246 XOZIT 3A. la r'~'_ Lmwy L4 L t S &Crl ' Dote: Building Official POST IN A CONSPICUOUS PLACE 4 -17-`'7 CITY QF EAGA'N Permit No: Date: 3830 Pilot Knob Road Meter No: Size: P.O. Box 21199 Reader No: Date: Eagan, MN 55121 Owner. ' a.' lcl 8' B rien Site Address: usta (hurt: L ':1 3uiiset lft}. Plumber t,urr Plurbin - Conn.Chg: 52t•00pd Zoning: ' T Acct Dep: 15.00pd No. of Units: I. Permit Fee 1 , . Ot'pd Surcharge: . 54 d 1 agree to comply with the City of Eagan Tr. Plant Pd Ordinances. Meter. 67 _ 04d Misc.: By WATER SERVICE PERMIT Cmr GF EAGAN SEWER SERVICE PERMIT 3830 Pilot Knob Road P.O. Sox 21199 PERMIT NO.: Eagan, MN 55121 DATE ' t Zoning: 1 No. of Units: Owner. 0 Brien Address: Site Address: 4241 Augusta i'o},.rt ',inset 1,t': Plumber. 'yuT T luubLi,, ?4- 517 70"17') 100.00pd I agree to comply with the City of Eagan Connection Charge: 525.00pd Ordinances. Account Deposit: 15 - 00 Permit Fee: i - '0pa Surcharge: 50pj By Misc. Charges: Date of Insp.: Total: Insp.: Date Paid: CITY OF EAGAN~ 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Receipt # To be used for PECK Est. Value $11 df:!) Date JUNE 13 19 fit} Site Address 4245 AUQSTA CT OFFICE USE ONLY Lot 4 Block I Sec/Sub. SUASL ► 10TH Parcel No. Occupancy FEES Zoning w Name X01 A~ (Actual) Const Bldg. Permit 26.00 o Address 1197 SPIXUBZLL C1R (Allowable) - 0 Surcharge .5 City WAO Phone 454-5393 # of Stories ~ Plan Review Length o Name SAM Depth SAC, City V a Address S.F. Total SAC. MCWCC City Phone S.F. Footprints On Site Sewage Water Conn uvw Name On Site Well Water Meter W = MWCC System Ue Address Acct. Deposit aw City Phone City Water PRV Required SW Permit 1 hereby acknowlege that I have read this application and state that the Booster Pump S;W Surcharge information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Treatment PI Signature of Permitee APPROVALS Road Unit A Building Permit is issued to: VIRN #=RaW Planner Park Ded. on the express condition that all work shall be done in accordance with all Council applicable State of Minnesota Statutes and City of Eagan Ordinances. Bldg. Off. Copies Building Official Variance TOTAL ?P • t Permit No. Permit Holder Date Telephone # WATER SEWER PLUMBING H.V.A.C. ELECTRIC Inspection Date Insp. Comments Footings I mow Foundation Framing Roofing Rough Plbg. Rough Htg. Isul. Fireplace Rnal Hig. Final Plbg. Const. Meter Pibg. Inspector- Notify Plumber Engr./Plan Bldg. Final Deck Ftg. Deck Final qlk4 Well Pr. Disp. CITY OF EAGAN 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 BUILDING PERMIT Receipt # To be used for Est. Value Date 19 f Site Address OFFICE USE ONLY f Lot Block Sec/Sub. L 1 ` On Site Sewage Occupancy MWCC System Zoning Parcel No. On Site Well _T Type of Const City Water (Actual) is Name (Allowable) W * of Stories c Address Length City Phone Depth S.F. Total p Name Footprint S.F. o Address APPROVALS FEES City Phone Assessments Permit F Water/Sewer Surcharge F W Name Police Plan Review Q za Address Fire SAC. City u Z Engr. SAC, MWCC <W City Phone Planner Water Conn. Council Water Meter I hereby acknowledge that I have read this application and state Bidg. Off. - Road Unit that the information is correct and agree to comply with all applicable APC - Treatment P1 State of Minnesota Statutes and City of Eagan Ordinances. Variance Parks Copies Signature of Permittee TOTAL 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 Off lcial Permit No. Permit Holder Date Telephone Plumbing 01-12~ ~YYtiLT -77 9 ~7 H.V.A.C. 9 029 Electric JL Softener Inspection Data Insp. Comments Foo!da C : l9 17, 617 FooFoun Frac }o.d RoRog. p/`~,f Rough Htg. oho ~.9 Is ul. D ~GT6-VT J !G-~~ f -P Fireplace Final Htg iy~ cry- /_~JGi1~--T 5' TS^! z%9 Final Plbg. PRV Bldg. Final /_Y--yY -/Q• Occ//cc~ C-o nes->~or /-Q'« E~ CertOcc. ~i?• F.~ lx~fT /i'~T~✓ i^E'r !a Temp. LP -rr/- IScE~J - o Deck Fig. Deck Frmg. Well Pr. Disp. i tma request void 18 his rec from 7 ® 300, 41, Fennell Date Fire No. Roug Ins VecUOn R reds ~Feady No WWII Noufy Inspec- es ❑NO for When Ready icensed Electncal Contra,to, I hereby red nest inspection of above ❑ Owner electrical work installed at Street Add, as, Be. or ute Nd. Gty ecvon a. Township me or No, mange No. Coin Occ P t IPRINTI Phone No, 6s11 S3 Power S pli r Address ✓W Elec to c Cnnfzrac~or Compan Die Me) Conr actors Li nse No. Mallln it ref s ( Detractor or Own r Making h tailatto)A~ :/✓H 1 ~~VC Aul prized 9n ture rrtractor/Owner Making Instal labonl Phone Number MINNESOTA STATE BOARD OF ELECTRICITY THIS INSPECTION REQUEST WILL NOT Grlggs-Midway Bldg. - Room N•191 BE ACCEPTED BY THE STATE BOARD 1821 Universitv Ave.. St. Paul, MN 55104 UNLESS PROPER INSPECTION FEE IS phone (6121 642-0800 ENCLOSED, . REQUEST FOR ELECTRICAL INSPECTION EB-00001-0e III, See instructions for completing this form on back of yellow copy, -X" Below Work Covered by This Request NqqAddj'ReP.j Type of Bmlding ADpbancm Wired Enuipment Wired Home Range Temporary Service Duplex Water Heater Lighting Fixtures Apt. Building Dryer lectne Heat in Commercial Bldg. Furnace Silo Unloader Industnal Bldg. Air Conditioner Bulk Milk Tank Farm nter m,fy Other lspa.ifyl t ar Spcufy Other Other ompute Inspection Fee Below 1 Fe Service Entrance Size p Fee Feaders/Subfaaders a Fee Circuits / 0to 200 Am s 0to 30 Am s -Amps 30 Am s Above 200 Amps 31 to 100 Amps 31 to 100 Am s Swimming Pool Above 100-Amps Above 100_Amps Transformers Irrigation Booms Partial Oth Fee Signs Special Inspection 5 TOTAL EE ~ Remarks 1 Bough-in OJ1P~C.C I, the Elec ✓ Inspector, hereby certdy that the above Final O^`e ..~FF pectwn has bean vFa~ de. This request void 18 months from " CITY OF EAGAN N4 16620 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHONE: 454-8100 C ~ zlLcz BUILDING PERMIT Receipt # l.. /X.J To be used for DECK Est Value $1,000 Date JUNE 13 1 g 89 Site Address 4246 AUGUSTA CT Lot 4 Block I Sec/Sub. SUNSET 10TH OFFICE USE ONLY Parcel NO. Occupancy FEES Zoning W Name VERN ACKERMAN (Actual) Consl Bldg. Permit 26.00 3 Address 1197 SPOONBILL CIR (Allowable) 50 o City EAGAN Phone 454-5393 # of stories Surcharge Length 141 Plan Review a Name SAME Depth SAC, City iig Q, a Address SF Total SAC, MCWCC City Phone S.F. Footprints On Site Sewage Water Conn ww Name On Site Well Water Meter MWCC System ma Address Acct Deposit aW City Phone City Water PRV Required SNV Permit I hereby acknowlege that I have read this application and state that the Booster Pump S/W Surcharge information is correct and agreg t omply~with all applicable State of APPROVALS Road Unit Minnesota Statutes and Ci 1 h a O mances. i Treatment PI 4 Signature of Permitee A Building Permit is issued to VERN ACKERMAN Planner Park Ded. on the express condition that all work shall be done in accordance with all Council 2.00 applicable State of Minnesota Statutes and City of Eagan Ordinances. Bldg. Off Copies Building Official_ Atlq A' tk l il~ IiA Variance TOTAL 28.50 - CASH RECEIPT • CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNES A55122 DATE ~~a °f~ 19S OUNT $ / I O V -DOLLARS CASH CH ' Pon (Y FUND I' CO AMOUNT ~~ll a~ ET Thank You BY N° 76741 White-Payers Copy • yellow-Posting Copy Pink-File Copy PRV REQUIRED CITY OF EAGAN N0- 14068 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 PHO N E: 454-8100 --1 BUILDING PERMIT Receipt # Tobeusedfor SF DWG/GAR Est.Value $63,000 Date AUGUST 20 1987 Site Address 4246 AUGUSTA CT OFFICE USE ONLY 4 1 SUNSET 10TH On Site Sewage Occupancy R3 Lot Block Sec/Sub. MWCC System -Xr Zoning PD Parcel No. On Site Well Type of Const City Water X (Actual) a Name VERLYN ACKERMAN (Allowable) w # of Stories = Address 11 7 SPOONBILL CIR length City EAGAN Phone 454-5393 Depth 46 S.F Total c Name SAME Footprint S.F. u< Address APPROVALS FEES City Phone Assessments Permit $ 374.00 ti Water/Sewer Surcharge 3f.~0 W w Name Police Plan Review 1 87.00 Address Fire SAC, City 100 _ n0 u Engr. SAC, MWCC 595- 0 aw City Phone Planner Water Conn. 525-00 Council Water Meter 67.00 1 hereby acknowledge that I have read this application and state Bldg. Off. Road Unit 105.00 that the information is correct and agree to comply with allappllcable APC _ Treatment P1 1R0 _O0 State of Minnesota Statutes a City of Ea Ordinances. Variance Parks ~Copies Signature of Permittep TOTAL 2 2 0 A Building Permit is issued to: VERLYN ACKERMAN on the express condition that all work shall be done in accordance with all appl' le State of Mi sryye ota Statutes and City of Eagan Ordinances. Building Official 1(06 19$7 BUILDING PERMIT APPLICATION - CITY OF EAGAN SINGLE FAMILY DWELLINGS - INCLUDE 2 SETS OF PLANS, 3 CERTIFICATES OF SURVEY, 1 SET OF ENERGY CALCULATIONS NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR /HOMEOWNER MUST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT IS ISSUED. MULTIPLE DWELLINGS - RESIDENTIAL RENTAL UNITS FOR SALE UNITS INCLUDE 2 SETS OF PLANS, CERTIFICATE OF SURVEY - CHECK WITH BLDG. DEPT., 1 SET OF ENERGY CALCULATIONS COMMERCIAL INCLUDE 2 SETS OF ARCHITECTURAL & STRUCTURAL PLANS, 1 SET OF SPECIFICATIONS AND 1 SET OF ENERGY CALCULATIONS, $2,000 LANDSCAPE BOND µ To Be Used For: S I Al d r-t,L1N Valuation: ~ Date: -rte Site Address rY 19U 6 U Sf,A u ~i3~ ODU OFFICE USE O14.Y ~hG~tN Lot q Block On Site Sewage` Occupancy 3 MWCC System Zoning FD Parcel/Sub SG/~S E f' GJ~ H ~pfll ~~0~ On Site Well Type of Const City Water V (Actual) Ir Owner ()~~L~rti( /~Ck~12~(~iJ (Allowable) Y # of Stories Address /jg7 3Pj0.k/ /LL C/RCL,6 Length y3,0 Depth ~f6,0 City/Zip Code Efi 6RN 5~/ Z 3 S.F. Total ys~~ 393 Footprint S.F. Phone APPROVALS FEES Contractor S"q 10r OWA115~K Assessments Permit 37 .00 Water/Sewer Surcharge 311E Address Police Plan Review /67, OJ Fire SAC, City /00,50 City/Zip Code Engr SAC, MWCC 3525.00 J Planner Water Conn 5,T5.0 Phone Council Water Meter ( x.00 Bldg Of Road Unit 305.00 Arch./Engr. 1~Ul LGi~s p1 ,nd( SERU C&C Treatment Pl IWO, OD / Variance Parks Address ArpLF- o,4 LL f./ Copies TOTAL City/Zip Code Phone # Ll-3 - zO y~~ Isr Fro„x 35n7T t_ X 2 y = 9Gn ux.7 = a~ k Or8 = 573o'4 G=~ 2~nZ2- v4oxlz_ Sako V~nzmrv~.rR.--- _ I i4•u0+ uu 52~•UUi 67•uuF .iu,•uu+ 18U uui- :,y~1.7U a= rk1JL.LIPS FLAN StKVlvt a aaaL L ( J l L!]1\ Ji YI 830 W. 145th sUeat ; _ ~ipp19YJ1ay.MN 55120 EXTERIOR ENVELOPE AVERAGE "U" COMPUTATION - OWNER SITE ADDRESS LET y b N ~-F 1.4DaN CONTRACTOR \IEW A _vR Mo rJ DATE 3 Lt~- .PHONE i - 9- ✓4o c Determine working square footage of each. 1. Total exposed wall area Z o0o sq. ft. x .1 2a 2. Total roof/ceiling area 9p~y~ sq. ft.-x 0 2s, Total exposed wall area above floor = g~8 a. Total wall window area ios S b. Total door area c. Total sliding glass door area . d: Total fireplace wall area.......... ~o e. Total wall framing area (average 10%)............ 1&061 g f. Total net wall area above floor I 'Al 5,5 ~ g. Total rim joist area ill Total exposed foundation area = q S h. Total foundation window area..................... - i. Taal net foundation area above grade yS Determine "U" value of each wall segment. a. I oZ's X llUIl b. 3F> X "U" I39 = S. Z1& So X "u" 55 = qq d. X „U„ e._ X88, X IUII 6-7 f. 1~\ 15.N X "U" o HS GG.39 9• 113 X "U" .O A_SZ h. X „UIl - _ i. 115 X "U" o~3Z = 3 3 ..........................:..........Total If item #3 is the same as, or less than item fl, you have met the intent of SBC 6006(c)2. Total exposed roof/ceiling area = Total gross roof/ceiling area = q! 3. Total skylight area - k. Total roof/ceiling framing area 1. Total net insulated roof/ceiling area.."..:.. q•Z- Determine "U" value for each roof/ceiling segment. X INUIN k.: qB,B X 1,U„ b?-4 = 7 1. 889.2 X .,U.' o7z 4 ..................................Total ° 3 If total of #4 is the same as, or less than #2, you have met the intent of SBC 0006(01. To utilized the total envelope system method, the values•established by the sum of items #3 and 04 shall not be greater than the sum of items #1 and #2. 1. + 2. _ 3. + 4. _ MATERIALS Therm. Resistance "R" Exterior Air Siding Material Sheathing IZ: S Insulation Sheetrock Interior Air Studs Rim Conc. 81ks. SIGMA House Certificate for : SURVEYING SERVICES INC. 9790 mat Knob Rood Mr. VERN ACKERMAN • Eagon, IvVrmmto 55122 ~C (612)A52-9077 ORAINASW AND Urwry RADDNDNrs ARE SHOWN THUS LD - L- o J - - c - Doing a lost in Width, "1000 om*rwiad indlaalad, adjoining Let lima , sad 10 fast In veldts, antes O/AerW(** 00 too- Indicated, 0410king !Beet lines, as aee.e -tae a• on MI Plat. \ F1' 60 I nth 6 ~vyv _ ~1 DQ.~ ``19 N 84° 47E 13237- x~ ai I. o / 311 i I ~ ~s of LOT 4 I m I 4.D V ~cp I°s Q a z0.o 3 I I W ~ s ' ~to 30.0- 1 7 I ~ Q b 214 V/ Z IL 1 ° '-3'° 1 4 C9 vl- .-x899 S BS 48'24" W 150.00 D r;e 2s x94 Scale; 1".40' -LEGEND _ PROPOSED 6ARA6E FLOOR ELEVATION= 1010 O Denotes IronMonlment PROPOSED Top of Block ELEVATION= (07-3 W~0 m Denotes Wad Hub Set PROPOSED BASEMENT FLOOR ELEVATION=_211 x loo.5 Denotes Existing Spot Elevation FATE: Verify all floor heights with Final House Plans. (x144-1 Denotes Proposed Spot Elevation SRowd -Denotes Drainage Direction -SUAVEM CERTIFICATIDN- I hereby certify that this survey, plan or report -PROPERTY DESCRIPTION- was prepared by me or under my direct supervision LOT 4 ,BLOCK 1 and that I am a duly Registered Land Surveyor urd r the laws of the State of Mirulesot` SV SS>T TENTH ADOIT10 l ,~,4AS0 according to the recorded plat thereof, (I J5 /~sy ate;" 111Y , 15 County, Minnesota Wayne D. Cordes, Minn. Reg. No. 14 ! WAYNE CORDES ; i em""k v,OOjs~,o S U R ~lnellllllimlll~~` FOR CITY USE ONLY - PERMIT # ISSUED Pd w/Bldg. Permit FEES: $ $ SEWER PERMIT (INCLUDE SURCHARGE) $ $ WATER PERMIT (INCLUDE SURCHARGE) $ 0,o-Z1 $ WATER METER/COPPERHORN/OUTSIDE READER $ $ WATER TAP (INCLUDE CORPORATION STOP) $ $ SEWER TAP $ $ ACCOUNT DEPOSIT - SEWER $ $ ,0-t, ACCOUNT DEPOSIT - WATER -T $ Z S C"" $ WAC $ $ SAC $ $ TRUNK WATER ASSESSMENT $ $ TRUNK SEWER ASSESSMENT $ $ LATERAL BENEFIT/TRUNK SEWER $ $ LATERAL BENEFIT/TRUNK WATER $ l b,cro $ WATER TREATMENT PLANT SURCHARGE $ $ OTHER: $ 7 70 $ TOTAL s" 7 ~ 7y/ - RECEIPT RECEIPT DOES UTILITY CONNECTION REQUIRE EXCAVATION IN PUBLIC RIGHT OF WAY? Q YES IF YES, THEN A "PERMIT FOR WORK WITHIN PUBLIC Q ROADWAY" MUST BE ISSUED BY THE ENGINEERING NO DIVISION. LIST AS A CONDITION. SUBJECT TO THE FOLLOWING CONDITIONS: APPROVED BY: ~Uz.,~y~c-cr~aJ TITLE: DATE : ~`~5~~ CITY OF E A G A ill * !,Ww?: PAYMEW OF FEE AT TIME OF * APPLICATION DOES NOT CONSTIT[T1E * APPROVAL OF PERMIT. * APPLICATION FOR PERMIT * INSPECTION, OF SEWER AND/OR VWER rwrar LArIONS WILL NOT BE SCI *1 SEWER AND/OR WATER CONNECTION * ULED UNTIL PST HAS BEEN APPROVED. * * * * Pease Print) 1) PROPERTY ADDRESS: 4I ?a ,Z tA-,) LEGAL DESCRIPTION: Ld `I' ~~dtr it J~u~IJ /p t w (Lot/Block Subdivision or Tax Parcel ID #I IF EXISTING STRUCIL'RE, DATE OF ORIGINAL BUILDING PERMIT ISSUANCE: r ear) PRESENT ZANING/PROPOSID USE: (Mon MMMERCIAL/RETAIL/OFFICE R-1 SINGLE FAMILY 0 INDUSTRIAL R-2 DUPLEX (Two Units) INSTITUTIONAL/GOVERNMENT R-3 TOWNHOUSE (Three + Units) ( Units) R-4 APARTMENT/CONDOMINIUM ( Units) 2) ® NAME: \ C1/7i/Jan~CG av i~~ ADDRESS: / OPOS-"Ci7 11z ~~M e rQ CITY, STATE, ZIP: i7dC r ra v~ ~s y ~S~ '7.5 PHONE: 3;p 3) u c: NAME: ,/7 For City Use D, tic L`/er~na~` /'ec Plumbers License: ADDRESS: Active CITY, STATE, ZIP: (y ct r 7J Yi'~/r? ~~y/~ J 3'~~ Not recorded ENE=x'90 - OJ-S-6 MASTER LICENSE# 10, 9 _ 7 a MY Stoma f Initial 4) • I:• LL NAME:__LLe_n (fC h w-r" 1 YJa n ADDRESS: /l~7 {~eerr0`// 1!C/L CITY, STATE, ZIP: L 0.~ _I !yl~~~ PHONE: •5) 1 r a: •7• • 71 M-CONNEGTION TO CITY SEWER CONNEcriON TU CITY WATER Q OTHER 6) / • r C1 PLEASE HOLD APPROVED PERMIT FOR PICK-UP BY ONE OF ABOVE - - PLEASE MAIL APPROVED PERMIT TO 1, 2,(g 4, ABOVE (Circle one) ' 7: 1 Y I: al 1 • • 1 • I' • • ? I:i• i1 Y71• •71.1 • 71• • '1 1 Sl "MA House CertIflcate for SURVEYING SERVICES INC. 3730 Plot Knob Rood Mr. VERN ACKERMAN Eagon. l nnesolo 55122 ~C (612)452-3077 OAAINA/a AND Orllttr EAt/M/11r/ AMR SHOWN rNY/l i1 is A -0 0 aging a test in w1IM, /elope pMemNp Indleetel, pQdaing Lot Ilnes, owl (nV•,pq 00 10 feet In r1410, veto** o4orr84p Met ate!, pllelnlng /best I1noe, as 66ew, en :he plot. rC 4a. , M.ll' P~ 010. 1k r 45 e 0~0 A•`' V/ I 0b00~~ 0~1 T?** 4ti°~ N 84° 47'18" E 132.3 _ x N -15 f 3,'x 1 m 25 6( LOT 4 1 m O I\~b•~ i kIl_S Q xx_°_ _ ° • 2 .0 1 , p4TC P^)7E~ 1 V I i la' I W of 4.0 J N I P ~ TI 'I.U•;` \ ~ as 1 30.0 - 1 7 Q O (o l I a, \ \ \ O` O J NAG Lo 2 a I U) V/ 1 v=, I GZ 10 ~ , N_ D S 89° 48'24" W 150.00 Q. 'k 25 x94 I `x Scale; f'• 40• -LEGEND _ PROPOSED 6ARA6E FLOOR ELEVATION= 107-0 O Denotes Iran Monument PROPOSED Top of Block ELEVATION- (073 a Denotes Woad Hub Set PROPOSED BASEMENT FLOOR ELEVATION= ~ xlao.S Denotes Existing Spot Elevation NOTE: Verify all floor heights with Final House Plans. N°s Denotes Proposed Spot Elevation (ASIA, Wd r Denotes Drainage DirectionyZ$RTIFICATILN- I hereby certify that this survey, plan or report _PTgpERTY DESCRIPTICN- was prepared by me or under my direct supervision LOT 4 ,BLOCK 1 and that 1 am a duly Registered Land Surveyor urd r the laws of the State of Miruesotd~4~,~i'1'diiibu111,, SuksssT -TENTU {~OOITIOi1 J[) ' S' 1 accordirg to the recorded plat thereof, Da ie: p11 TDB 1 r . e Wayne D. Cordes. Minn. Reg. No. 141~7,b:` n1/)11i= County, Minnesota ~,(.T1rac'd - fir. ,L RESIDENTIAL (ZQj . 7.5 BUILDING PERMIT APPLICATION S -3 CITY OF EAGAN 3830 PILOT KNOB RD, EAGAN MN 55122 651-681.4675 New Construction Requirements RemodelfRegair Requirements • 3 registered site surveys showing sq. ft. of lot, sq. ft. of house; and all roofed areas • 2 copies of plan (20% maximum lot coverage allowed) • 1 set of Energy Calculations for healed additions 2 copies of plan showing beam & window sizes; poured found design, etc.) • 1 site survey for exterior additions & decks 1 set of Energy Calculations . Indicate if home served by septic system for additions • 3 copies of Tree Preservation Plan ff lot platted after 711/93 • Rim Joist Detail Options selection sheet (bldgs with 3 or less units) DATE ! ' 29 ✓U ~ VALUATION r SITE ADDRESS CJ MULTI-FAMILY BLDG -Y _N TYPE OF WORK FIREPLACE(S) _ 0 _ 1 _ 2 APPLICANT Cedar Valley Exteriors Inc STREET ADDRESS 9920 Zilla Street CITY STATE ZIP amen RARIFfig hill 66483 TELEPHONE # CELL PHONE # FAX #-I 5- PROPERTY OWNER 1 I rD- ►A 11~ TELEPHONE #%bj_qtb_s4q4 COMPLETE THIS SECTION FOR "NEW" RESIDENTIAL BUILDINGS ONLY Energy Code Category _ MINNESOTA RULES 7670 CATEGORY I _ MINNESOTA RULES 7672 (J submission type) • Residential Ventilation Category 1 Worksheet Submitted • New Energy Code Worksheet Submitted • Energy Envelope Calculations Submitted Plumbing Contractor: Phone # Plumbing system includes: _ Water Softener _ Lawn Sprinkler Fee: $90.00 Water Heater _ No. of R.I. Baths No. of Baths Mechanical Contractor: Phone # Mechanical system includes: Air Conditioning Fee: $70.00 Heat Recovery System Sewer/Water Contractor: Phone # I hereby acknowledge that I have read this application, state th he information' correct, and agree to comply with all applicable State of Minnesota Statutes and City of Eag n rdinanc I' Signature of Applican F i - _ - -'J OFFICE USE ONLY Il ll 3 0 2002 IJ Certificates of Survey Received _ Tree Preservation Plan Received _ No Required _ rpda d 4/02 ' 1989 BUILDING PERMIT APPLICATION CITY OF EAGAN 1440 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 - A STRUCTURAL PLANS 1 SET OF ENERGY CALCS. (CHECK WITH BLDG DIV.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCS. 1 SET OF ENERGY CALCS. MULTIPLE DWELLINGS RENTAL UNITS FOR SALE UNITS # OF UNITS NOTEt ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER MOST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE BUILDING PERMIT 13 ISSUED.. SEWER A WATER PERMIT FEES AND ACCOUNT DEPOSIT FEES WILL BE INCLUDED WITH THE BUILDING PERMIT FEE. PROCESSING TIME FOR SEWER AND WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN COMPLETED INDICATING A LICENSED PLUMBER. PENALTY APPLIES WHENs PERMIT IS NOT PAID FOR IN SAME MONTH i'1' la HhQUiJbILV. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. JUN 0 8 im c g~ To Be Used For: Yaluation:IP-°,Dates .:.e Address 4DA6 &xL16ck (~r ! v6~ , OFFICE USE ONLY Lot 1~ Block J_ Occupancy FEES Zoning Parcel/Sub ~LUnAp ~v Actual Const Bldg. Permit 44 o a Allowable Surcharge 5 e Owner yaRt~) ACK-1 PPA~j _ # of stories Plan Review Length ly' SACO City -ass 11°1 SFbo~6:1.1. Glair Depth IZ' SAC, MWCC S.F. Total Water Conn tty/Zip Code t~qAt-J 55l Z~ Footprint S.F. Water Meter Acct. Deposit Phone ti5 kA 53G 3 On site sewage S/W Permit On site well S/W Surcharge Contractor MWCC System Treatment P1. City water Road Unit Address PRV required Park Ded. Booster Pump _ Copies City/Zip Code SUBTOTAL APPROVALS Penalty Phone Planner TOTAL Council Arch./Engr. Bldg. Off. Variance Address City/Zip Code Phone # Geotechnical Seances ALLIED TEST DRILLING COMPANY A D Commercial, Residential 4000 Beau DRue Drive, Eagan, MN 55122 (612) 452-6913 Municipal, DHUD ALLIED TEST DRILLING COMPANY SUBSURFACE SOIL INVESTIGATION FOR PROPOSED SINGLE FAMILY RESIDENCE Lot 4 Block I Sunset Tenth Addition Eagan, Minnesota 3 September 1987 Project 87156 INTRODUCTION This report summarizes the findings of a subsurface soil investigation completed by Allied Test Drilling Company in the City of Eagan, Minnesota. Location of the work is on a residential tract of land east of and adjacent to Augusta Court, near where it terminates in a cul-de-sac just north of Yortown Place. Legal description is as per the above title block. Said work was performed for Vern. Ackerman, hereafter referred to as the "Owner". Three soil borings were pertormed within the project area to establish soil profiles, water table elevations, ±n- place soil compaction and other information. From this data, recommendations were developed for foundation and slab design. The area tested is a recently platted residential lot of average size, located as noted above. Terrain is fairly flat, sloping slightly from the adjacent curb. Farther to 86156 -2- the northeast, there is an abrupt drop to natural terrain. There is no vegetation in the immediate area. From appear- ances, the lot has been filled. No record could be found regarding method of site preparation or fill placement. An excavation had been started on the lot earlier. However, the contractor apparently noted suspicious soils at the anticipated base of excavation. Density tests were ordered, and results were substandard (86% and 90% of standard maximum density). Tests were taken at proposed basement level and 3.5 feet below basement level. From ob- servations and conversations with the density test techni- cian, a full basement walk-out type of structure may have been considered at that time. The proposed construction is now a single family residence of split-entry walk-out configuration. BORING LOCATIONS AND ELEVATIONS The boring locations were generally chosen by Allied Test Drilling Company based upon staked location of the proposed structure, apparent pattern of fill placement, and other factors. Insofar as possible, borings were placed in an attempt to best assess soil conditions repre- sentative of the site. Refer to the drawing attached to this report for a sketch of boring locations. In addition, boring locations were marked in the field with lath. Ground surface elevation at each boring was deter- mined and referenced to the top of a fire hydrant located 86156 -3- at the end of Augusta Court. This temporary datum was assigned an arbitrary reference elevation of 100.00. FIELD INVESTIGATION Borings 1 and 2 were accomplished Ausing the split- barrel sampler (SBS) method of investigation. Refer to the attachment (color-coded green) for a description of this procedure. Note that methods of soil classification and groundwater measurement are also contained on that attach- ment. Note that soils are classified according to the Mn/ DOT tri-axial chart, which provides soil description in greater detail, as well as the Unified soil classification (letters in parentheses) which is more widely used for building purposes. Boring 3 was accomplished using the power flight auger (FA) method of investigation. Refer to the attach- ment (color-coded blue) for a description of this proce- dure. SOIL BORING RESULTS Attached are logs for each of the borings together with a key explaining terms and entries. The depth of in- dividual layers of soil may vary somewhat from those indi- cated on the logs due to the inexact nature of auger sam- pling, unsampled intervals between split-barrel sampler tests and, most importantly, the occurence of trait sition between soil layers. The borings indicate no topsoil, which is consistent 86156 -4- with the assumption that the lot has been filled. The fill material is a red-brown plastic sandy loam, sometimes a clay loam (borderline sandy clay loam). Basal soils are a light brown slightly plastic sandy loam. Color, gravel k content, plasticity, and other minor descriptions vary ' somewhat in the fill and in the naturally occuring basal soils. Of particular concern is Boring 1, from 7 to 9.5 feet of depth. The soil is slightly organic, with a trace of undecomposed vegetation and roots. It probably is transi- tion soil that was not properly stripped from the site during surface preparation prior to filling. To verify if this is an isolated occurence or preva- lent throughout the site, Boring 3 was performed near the location of Boring 1. This boring indicates soil similar to the general pattern in Borings 1 and 2, but without the slightly organic layer. Only a trace of organics is noted { from 7.5 to 10 feet. In addition, no truly organic soils, such as would occur at original topsoil level, were noted on the flights of the hollow stem auger as it was retrieved. Penetration "N" values are adequate to high at all levels tested except at the 7.5 and 10 foot levels in Bor- ing 1. A value of 5 is noted here, a value which would produce substandard bearing capacity in relation to capa- bility to support a residential structure. An 8 at 7.5 feet in Boring 2 is otherwise the lowest "N" recorded, a 86156 -5- value considered to be adequate. It could be marginal if groundwater wre to rise this high and reduce dry soil strength. Groundwater is encountered in both borings, as evi- denced by a standing water level in the bore holes, at a depth of between 14 and 15 feet, corresponding to eleva- tions between 80 and 82 feet, sloping downward to the north. This may be compared to elevations of 75.5 and 79.5 recorded in a recent investigation on Lot 3, immediately to the north of the lot in question. This groundwater slopes to the northeast, confirming the trend in this investigation. No mottling of soil samples, which would indicate a past groundwater level, is noted at any point. However, it is again emphasized, as contained in the attachment, that groundwater may vary as a function of many variables, es- pecially development patterns, undeterminable within the scope and budget allowed for in this investigation. Refer to each individual boring log for a more com- plete description of soils encountered. CONCLUSIONS AND RECOMMENDATIONS The following conclusions and recommendations are based upon interpreted results of boring logs. Because the boring represents a small portion of the site in relation to the proposed area of work, ongoing review of construc- tion should be carried out. If different soil conditions are encountered, the Soils Engineer should be contacted 66156 -6- for possibly revised recommendations (the following "Limi- tations of Investigation"). 1. Foundations: r For purposes of proposed construction, foundations and fill to support foundations must rest upon and over n mineral (non-organic) soils of adequate bearing value. Normally, an allowable foundation bearing pressure of 1B00 pounds per square foot (psf) is desirable for a single family residence. If this cannot be achieved, alternatives include, but are not limited to, extending footings deeper, using lower pressure footings, or over-excavating and placing compacted (engineered) fill. This analysis of soil for foundation purposes is based upon the following assumed slab and footing ele- vations: Garage Slab (street + 1.5'+) 99.0 Garage Footings 95.5 Basement Slab 95.5 Basement Footing (normal) 94.5 (walk-out) 92.0 The site is somewhat limited by the rather low "N" values at the 7.5 and 10 foot depths in Boring 1 and by the occasional occurence of traces of vegetation in and just below fill soil. These limitations can be overcome through adequate foundation design. No over-excavation and backfill appears justified to correct site problems, unless the Owner elects to do so. The problem may be addressed by using lower bearing 86156 -7- capacity footings together with other cautionary prac- tices. Footings for the garage and for just below the base- ment slab should be designd using an allowable 4ounda- a tion bearing capacity of 1500 psf. This will result in footings being two inches wider than normal on either side. As the walk-out footings are much nearer the re- gion of weak soil, these footings should be designed using an allowable bearing capacity of approximately 1000 psf. This will result in footings of approximately double width over normal, which will require lateral structural reinforcement to accomodate this cantliever design. In addition, footings should be arbitrarily longi- tudinally reinforced with at least two bars of steel. This will help to resist any settlement that may occur as a result of pockets of weak or organic soil unde- tected in the borings. Using these procedures, existing fill upon the site is capable of supporting single family residence foun- dation loadings due to spread of load with depth. The footing and slab grades as given above should be used, and the residence should be restricted to a split-entry type. A full basement non-walk-out may be considered, but then all basement level footings should designed using a bearing capacity of 1000 psf. If any other footing arrangements or alternatives 86156 -B- are considered, or if additional questionable soils are encountered, the office of Allied Test Drilling Company should be contacted for possibly revised recommenda- tions. m 2. Slabs: n Slabs should rest upon mineral soil of adequate bearing strength. This strength (approximately 500 psf) can be considerably lower than soil strengths for foun- dations, however. Slabs should have adequate clearance from maximum anticipated groundwater level and from intrusion by surface waters. This clearance should be four feet or more. Based upon elevations assumed above, there does not appear to be any difficulty in meeting this re- quirement. Beneath the slab, clean granular (free- draining) material should be placed and thoroughly compacted. Based upon test data, the existing fill as placed will be capable of adequate slab support. Any addition- al fill should be placed and compacted in accordance with #4 below. 3. Final Site Preparation: Prior to structure or fill placement, exposed soil surfaces should be checked and cleared of all vegeta- tion, organic, loose or otherwise unsuitable soil, de- bris and boulders (3"+). Prior to material placement, any soil loosened in the excavation process should be 86156 -9- thoroughly recompacted. The final soil surface should be graded to provide adequate drainage from structures and hard surfaces. This will involve adding approximately 3.5 feet to the 4 existing surface, at least in the front area of the r proposed residence. 4. Fill Placement: Fill material, if required, should be granular, free of debris, boulders and organic material. Non-granular material may be used, but its workability is somewhat limited, especially in cold or wet weather. Fill should be placed and compacted in a manner that will allow complete compaction of the total fill layer to 95% of standard maximum density according to ASTM D 698 in the building pad area. Required compaction should be in- creased to 98% for fill levels 5 feet and deeper below grade. A soil compaction test should be conducted for every two feet of fill in appropriate segments of area. Top of fill should extend at least one foot horizon- tally beyond the structure pad or footing limits. The fill surface may then extend downward and outward on a 1:1 slope to competent soil. Fill should not be placed upon frozen surfaces, and no part of the fill should be allowed to freeze during the construction process. 66156 -10- 5. Inspections: The Soils Engineer or his representative should in- spect excavations prior to placement of any construc- tion material and may further recommend a testing schedule for fill and possibly other material. LIMITATIONS OF INVESTIGATION The Soils Engineer has prepared this report in ac- cordance with generally accepted soil and foundation en- gineering practices. Because the borings represent only a small portion of the total site and for other reasons, Al- lied Test Drilling Company does not warrant that the bor- ings are necessarily representative of the entire site but only of the boring locations at the time of investigation. Because of the influence of various construction pro- cedures on site suitability, methods presented in this re- port may lead to a successful installation of the founda- tion and slabs only if appropriate review of construction is carried out by the Soils Engineer or his representa- tive. Construction review should be considered an integral part of the design. The scope of this report covers only the suitability of soil for foundation and slab support and does not war- rant or certify the site as buildable regarding compliance with any other requirements such as building codes, local or state ordinances, federal rules and regulations, etc, which may or may not apply. Allied Test Drilling Company has backfilled and com- 66156 -11- pacted all boring holes as well as possible under then existing conditions. However, some continuing settlement may occur if construction does not take place in the near future. The Owner should check boring holes (frequently at 6 first, then after each change of season) for signs of n settlement. Any settling that does occur should be back- filled with additional material, preferably a free-flowing granular material. This monitoring should continue for at least one season until no additional settlement is evi- denced. Samples of soil from the borings will be retained in the office of Allied Test Drilling Company for a period of 90 days from the date of testing. After 90 days, the sam- ples may be discarded unless a request is received to re- tain them for a longer period. ENGINEER'S CERTIFICATE I hereby certify that this plan, specification or re- port was prepared by me or under my direct supervision and that I am a duly registered Professional Engineer under the Laws of the State of Minnesota. ALLIED TEST DRILLING COMPANY Patrick J Hines, PE Date Registration No 12086 ALLIED TEST DRILLING COMPANY Attachment to Soils Report METHOD OF INVESTIGATION SPLIT-BARREL SAMPLER PENETRATION The split-barrel sampler penetration method of testing inplace soil compaction is widely used by soils engineers. In this method, soil borings are first drilled with a 6" hol low stem auger (HSA) to various increments of depths. At these increments, soil is tested by use of this split-barrel sampler(SSS) driven into the soil by a free-falling weight. This testing is performed in accordance with procedures outlined in ASTM ❑ 1586, "Penetration Test and Split-Barrel Sampling of Soils". In this procedure, a 140 pound hammer drops 30 inches in free-fall-onto an above-ground impact collar. This collar rests atop a rigid rod, the other end of which is connected to the split-barrel sampler, located at the bottom of the increment that has been drilled. The number of blows (drops of the ham- mer) required to drive the sampler one foot, after being driven G" for "set", is recorded as the "N" value. This value is used as a relative measure of inplace compaction of the soil and also is used, together with soil classification and other data, to determine allowable foundation pressure (a function of this inplace compaction). Soil profiles are established by retrieving samples from, the sampler after each test and by observing material recovered from the hollow stem auger. Samples are collected, sealed in jars, and stored for future reference or testing, if necessary. Testing by this method is performed every 232 feet for the first 15 feet of depth and every 5 feet thereafter. Testing may be increased if cite conditions or locdinga require. (over, please) Soil Classification Soils were classified by field personnel and verified by the Soils Engineer according to the Unified Soil Classification Method in accordance with ASTM D 2488, "Description of Soils (Visual-Manual Procedure)". A summary of scil class types is attached to this report. Groundwater To establish possiele occurance of groundwater in the region of testing, one or more boring holes were allowed to stand for a period of time, that period depending upon the free-draining nature of scils encountered, and then checked for standing water or cave-in prior to backfilling. In ad- dition, soil samples were checked for mottling (discolloration in streaks due to fluctuation of water level) and saturation. However, because of the nature of soil snd various meteo- rologice= and geological influences which c--cur over a large area and time =-pen and which can affect the site, an accurate measurement of highest u.nnusl groundwater could not be deter- mined in the time frame allowed fo- the investigation. Indi- cated levels, if any, are for the time of testing only. ALLIED TEST DRILLING CDM°ANY Attachment to Soils Report METHOD 0= INVE3TIOATION AUGER BORINGS Allied Test Drilling Company uses a number of varia- tions of methods of investigation by auger borings to de- termine soil profile. Most commonly, the power flight auger (FA) methois employed. Sometimes a hand operated auger (HA) is used. Refer to the main body of the report and to the boring logs for an indication of the method chosen. Requirements For these investigations are outlined in ASTM ❑ 1452, "Soil Investigation and Sampling by Auger Bor- ings". In the power flight auger procedure, a S" diameter solid stem helical flight auger is advanced into the ground by mechanical/hydraulic means and withdrawn at appropriate intervals. Nature of subsurface soil is determined by ob- serving and sampling disturbed material found on the flight auger. Representative samples are retained, sealed, and stared for future testing or reference, if necessary. After cleaning the auger, it is inserted into the bare hole again and the process is repeated until the desired testing depth is accomplished or until refusal (failure to advance the auger due to bedrock, detached boulder, hardpan, etc,) oc- curs. A log of each boring is kept noting date, depth of changes in strata, description of soil in each major strat- um, groundwater conditions, and other data. The hand operated auger procedure is the same as above, except that the 1" to 3" auger is advanced into the ground by hand means. This type of boring is usually re- served for investigations to a shallow depth in an area fairly inaccessible by machinery. Attachment to Soil Investigation Report ALLIED TEST DRILLING COMPANY _ CLAY 100% D r 90 O~ 80 OA 70 0 d CLAY 60 O r SO D~ 40 0, SANOYCLAY SILTY CLAY 30 O SANDY CLAY LOAM CLAY LOAM SILTY CLAY LOAM d 20 RasLc O <O SANDY LOAM LOAM C S SILT LOAM ' ~A' Yigntly Plast lc 3 9 T L GisO C O 4 dot ti ~ < y Y ae b der T O D O O O O p O D y TEXTURAL CLASSIFICATION OF SOILS From: Mn/ODT Grading 6 Base Manual Figure B S-592.603 Note: The term "Loam" refers to a particular mixture of sand, silt, and less than 20% clay. Adjectives describe the predominating material(s) in a loam. AASHTO Gradation specifications: Gravel 2.0mm+ Sand 0.074 - 2.0 mm Silt 0.005 - 0.074 mm Clay less than 0.005 mm ALLIED TEST DRILLING UNIFIED SOIL CLASSIFICATION SYSTEM (ASTM D-2487) MAJOR DIVISION SYMBOL DESCRIPTIONS GW WELL-GRADED GRAVELS AND GRAVEL-SAND MIXTURES WITH LITTLE OR NO FINES GRAVELS w GP POOR-GRADED GRAVELS AND GRAVEL-SAND MIXTURES W LESS THAN WITH LITTLE OR NO FINES H 50% PASSING GM SILTY GRAVEL, GRAVEL-SAND-SILT MIXTURES o #4 SIEVE 0 N 7k GC CLAYEY GRAVELS, GRAVEL-SAND-CLAY MIXTURES -Iz H H H U1 0`A SW WELL-GRADED SANDS, GRAVELLY SANDS, LITTLE OR a SANDS NO FINES ca GREATER 2o SP POORLY-GRADED SANDS, GRAVELLY SANDS, LITTLE OR Hen THAN NO FINES a z 50% a PASSING W F #4 SIEVE SM SILTY SANDS, SAND-SILT MIXTURES ra xU) a v~ o j SC CLAYEY SANDS, SAND-CLAY MIXTURES INORGANIC SILTS AND VERY FINE SANDS, ROCK FLOUR, SILTS ML SILTY OR CLAYEY FINE SANDS OR CLAYEY SILTS WITH AND SLIGHT PLASTICITY CLAYS INORGANIC CLAYS OF LOW TO MEDIUM PLASTICITY, LIQUID CL GRAVELLY CLAYS, SANDY CLAYS, SILTY CLAYS, rA LIMIT LEAN CLAYS w LESS THA OL ORGANIC SILTF AND ORGANIC SILTY CLAYS OF LOW H 50% PLASTICITY 00 m `n SILTS n z AND MH INORGANIC SILTS, MICACEOUS OR DIATOMACEOUS z m w CLAYS FINE SAND OR SILTY SOILS H F> LIQUID w LIMIT CH INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS E GREATER w ao THAN H w o04 50% OH ORGANIC CLAYS OF MEDIUM TO HIGH PLASTICITY, w ~7~k ORGANIC SILTS PT PEAT, HUMUS, SWAMP SOILS WITH HIGH ORGANIC CONTENTS DUAL SYMBOLS USED FOR BORDERLINE CASES ALLIED TEST DRILLING COMPANY A D 4000 BEAU D'R(.JE DRIVL E.AGAN, MNSG)?2 0;12) 452-rc)73 r property line BORING LOCATIONS FOR Proposed Single Family Residence Lot 4 Block 1 Sunset Tenth Addition Eagan Minnesota Project 87156 44' 15' Boring No 1, Elev = 95 23, Boring No 3 d Boring No 2 r Elev 95.2 a 0 a 80' c 0 Scale: 1" = 22~1± ~ r/w line AUGUSTA COURT centerline ALLIED TEST DRILLING COMPANY PROJECT: 87156 - Lot 4, Block 1, Sunset Tenth Addition, Eagan, Minnesota LOG OF BORING NO: 1 DEPTH SURFACE ELEVATION: 95.5 SAMPLE LAB & OTHER TESTS IN GEOLOGY N WB FEET DESCRIPTIONANDCLASSIFICATION # TYPE R W DEN p:L L. Red-Brown Plastic Sandy Loam ( Auge 1 SM) moist 2- Red-Brown Clay Loam (CL) 3 moist 3 SIBS 4- 5- Brown Sl Plastic Sandy Loam (SM) w/ tr gravel, roots 20 SBS 6 moist 7 i Gray-Ok Brown S1 Organic S1 8 Plastic Sandy Loam (SM-OL) 5 SIBS I w/ tr vegetation, roots 9 moist f 10 Plastic Sandy Loam 5 N 11 12 Red-Lt Brown S1 Plastic Sandy 13 Loam (SM) 15j SBS w/ a little gravel 14- moist T 14 3' ( le 8 4±) 15 Brown 22 BBS 16- 17- is- 19- Red-Lt Brown 20- 32 SBS 21 End of Borino - No Ref=usal WATER LEVEL MEASUREMENTS DRILLING DATA DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER DEPTH DEPTH DEPTH MUD LEVEL LEVEL Crew Chief. RC 31 Aug 4:30 20' 1616" 14'10" Method 7'P" Ho11ow-Stem Auger 1 Sept 1.30 1610" 14'4" 6 Split Barrel Sampler 31 August 1987 Boring Completed: } ALLIED TEST DRILLING COMPANY PROJECT: 87156 - Lot 4, Block 1, Sunset Tenth Addition, Eagan, Minnesota LOG OF BORING NO: 2 DEPTH SURFACE ELEVATION: 95.2 SAMPLE LAB & OTHER TESTS IN GEOLOGY N WS FEET DESCRIPTiONANDCLASSIFICATION #f TYPE R W DEN p:~; Red-Brown Plastic Sandy Loam (5M) Auge 1 w/ clay loam lumps w/ tr gravel 2 Red-Brown Clay Loam (CL) 22 SBS g w/ tr gravel moist 4- 5- Red-Brown S1 Plastic Fine Sand Loam (SM) 10 SBS 6 w/ tr gravel moist 7 Plasticity increases with depth somewhat B 8 565 9 10 Red-Brown Clay Loam (CL) 12 SBS W/ tr gravel 17 moist 12 Plastic Sandy Loam 26 N 13 ~ 14 15 Brown-Lt Brown Plastic Sandy ~v 7 Loam (SM) 18 (80 SBS 16 w/ tr gravel moist 17 16 19 Brown S1 Plastic Sandy Loam 20(SM) w/ a little gravel moist 32 SBS ' 21 End of Boring - No Refusal WATER LEVEL MEASUREMENTS DRILLING DATA DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER DEPTH DEPTH DEPTH MUD LEVEL LEVEL Crew Chief. RC Hollow-Stem Auger 31 Aug 4:30 20' 16'10" 16'9" Meth 9 Split-Barrel Sampler 1 Sept 1:30± 16-2" Boring Completed ?1 August 1987 ALLIED TEST DRILLING COMPANY PROJECT: Lot 4, Block 1, Sunset Tenth Addition, Eagan, Minnesota LOG OF BORING NO: 3 DEPTH SURFACE ELEVATION: SAMPLE LAB & OTHER TESTS IN GEOLOGY N WB • FEET DESCRIPTION AND CLASSIFICATION # TYPE R W DENP'L: Brown S1 Plastic to Plastic 1 Sandy Loam (SM) Fill N 2- 3- 4- 5- 6- 7- i Red Brown Loamy Fine Sand (SM) 6 sl tr organics N 10 I+ i 11 End of Boring - No Refusal • 12- 13- 14 I 15 i 18 17- le- 19- 0- 21- WATER LEVEL MEASUREMENTS DRILLING DATA DATE TIME SAMPLED CASING CAVE-IN DRILLING WATER i DEPTH DEPTH DEPTH MUD LEVEL LEVEL Crew Chief. 9C 9-2 11:30 10' a, 101, None Method: 4" Power Flioht Augerj i 9 Boring Completed -~-87 ALLIED TEST DRILLING COMPANY PROJECT:- Boring Log Key LOG OF BORING NO: DEPTH SURFACE ELEVATION: SAMPLE LAB & OTHER TESTS IN GEOLOGY N WB FEET DESCRIPTION AND CLASSIFICATION # TYPE R W DENPL.~; 1 2- 3- t Visual Classification of Soil Liquid Limit 4 According to Unified Soil Origin & Classification Symbol Shown of Soil Plastic Limit 5 in Parentheses B Dry Density of Number of Soil in Pounds Per Cubic Foot Hammer Blows to Drive e Split Spoon One Foot 9 10 Moisture Content Indicates By of Soil as a 11 Y = Yes Percent of Dry N = No Soil height 12 if Soil is Water Bearing 13 14 = Water Level Length of Soil tin Inches) Recovered in Split 15 Spoon Sample Is- 17- Indicates Type of Sample: 1g SS = Split Spoon FA = Flight Auger 19 N = None I 30 ' 21 WATER LEVEL MEASUREMENTS DRILLING DATA DATE TIME "MPLED CASING CAVE-0N DRILLING WATER DEPTH DEPTH DEPTH UD LEVE LEVEL Crew Chiet Mothod: Boring'ComDletad: ' r For Office Use •a~o Ol EPermit#: City I Permit Fee: o 3830 Pilot Knob Road I Eagan MN 55122 Date Received: Phone: (651) 675-5675 I I Fax: (651) 675-5694 i Staff: 2009 RESIDENTIAL BUILDING PERMIT APPLICATION Date: W -f- O Site Address: Tenant: Suite RESIDENT/ OWNER Name: y /bc K SO 1 Phone: Address / City / Zip: `72 6!IZ, Q,aJ7& 2-r1 Applicant is: Owner Contractor TYPE OF WORK Description of work: Y ' i Construction Cost: ~ ® Multi-Family Building: (Yes 1 No CONTRACTOR Name: i/~76`lJl rl C-0 71 T. License 2~2 U_ 3a?- 00 _ Address: 162 City: Cola! b i k /`tom State: ZLY'4•-- Zip: oZ Phone: 0 70 / Contact Person: I-_7"_ _Abe COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING _ Minnesota Rules 7670 Category 1 _ Minnesota Rules 7672 Energy Code . Residential Ventilation Category 1 Worksheet New Energy Code Worksheet Category Submitted Submitted submission type) • Energy Envelope Calculations Submitted In the last 12 months, has the City of Eagan issued a permit for a similar plan based on a master plan? _Yes No If yes, date and address of master plan: Licensed Plumber: Phone: Mechanical Contractor: Phone: Sewer & Water Contractor: Phone: NOTE: Plans and supporting documents that you submit are considered to be public information. Portions of the information may be classified as non-public if you provide specific reasons that would permit the City to conclude that the are trade secrets. 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 x Applicant's Printed Name Applicant's Signature Page 1 of 3 PERMIT City of Eagan Permit Type:Building Permit Number:EA121253 Date Issued:03/21/2014 Permit Category:ePermit Site Address: 4246 Augusta Ct Lot:4 Block: 1 Addition: Sunset 10th PID:10-72996-01-040 Use: Description: Sub Type:Reroof Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please print pictures of ice and water protection and leave on site. Carbon monoxide detectors are required by law in ALL single family homes . Amy Jilk Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 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 - Ricky Gullickson 4246 Augusta Ct Eagan MN 55123 Lindus Construction 879 Hwy 63 Baldwin WI 54002 (715) 684-4647 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA136118 Date Issued:04/25/2016 Permit Category:ePermit Site Address: 4246 Augusta Ct Lot:4 Block: 1 Addition: Sunset 10th PID:10-72996-01-040 Use: Description: Sub Type:Siding Work Type:Replace Description: Census Code:434 - Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Please leave printed pictures of house wrap on site for the final inspection. When installing ventilated soffit material, remove existing material (i.e. debris that could block vents) and take steps to ensure maximum ventilation to attic. Call for final inspection after installation. Valuation: 4,000.00 Fee Summary:BL - Base Fee $4K $103.25 0801.4085 Surcharge - Based on Valuation $4K $2.00 9001.2195 $105.25 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 - Ricky Gullickson 4246 Augusta Ct Eagan MN 55123 (320) 766-7566 Krech Exteriors Inc 5866 Blackshire Path Inver Grove Heights MN 55076 (651) 688-6368 Applicant/Permitee: Signature Issued By: Signature