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1501 McCarthy RdCITY OF EAGAN Remarks Addition QS1>>nA Timharl inP Lot 5 Bik 3 Parce Owner ' Street 4:301?42Gar-thy RrJad State Fqgan, MN 55121 Improvement Date Amount Annual Years Payment Receipt Date STREET SUfiF. ?4a. STREETRESTOR.PgV1II 1971 $886.00 $88.60 lO - ii GRADING t1b SAN SEW TRUNK 1968 $100. 00 $3.33 30 SEWERLATERAL 1970 $ZOO$.OO $100.25 20 * WATERMAIN 1I70 ZO WATER LATERAL WATER AREA * STORMSEW TRK 1970 ZO STORM SEW LAT CURB & GUTTER SIDEWALK STREET LIGHT WATER CONN. BUILDING PER. SAC PARK y- ? CITY OF EAGAN 3795 Pilot Knob Road Eage.n, Minnesota 55122 PERMIT NO,: aA? The City of Eagan hereby grants to ?Gw Gmaq.,i,.ti uemti„q tA.in .,... of '1001 yanSn nve. So , t+Ris 55436 a ?3A?L-N6 Permit for: (Owner) U_ gn,,ARd Cosatrurtina at 1501 McCarthv Road , pursuant to application dated 2/13/74 . Fee Paid: $20.00 dated this 19th day of Febzuary , 19 74 , .50 s/c Building Inspector Mechanical Permits: Bid Total: ?gAini'T.# 26al Thursday, January 11, 2007 Mr. Ray Miller Milleiville Inc Eagan, MN 55122 RE: Oslund Timber Addilion Lots 3, 4,? Dear Mr. Rav Miller: =Voigt & Associatcs, Inc. STRUCTURAL ENGINEERING SERVICES ? 4635 NICOLS RD. SUITE 204 EAGAN, MN 55122 - PH. (651) 686-7727 FAX. (651) 686-8444 As per your request I made site 2 site observations and have reviewed the helical pier anchor logs provided by Corrective Building General Contractors. Based on my site visits and review of the logs the installation of die piers appears to conform to the requirements of our slructural design. No remedial work is required. The information and opinions contained herein aze based upon the limited investigation described at the beginnuig of this report. No warranties aze expressed or unplied regarding the exustence of other unknown conditions not specifically addressed. Our work is in accordance with generally accepted engineering standards and is not intended to be relied upon or transfened to individuals other than the addressee. Should information or wnditions become known which differ from ihe discussion herein, they may alter the opinions or conclusions of the undersigned. Please call if you have any questions. Sincerely, s i2L w. ? ? Paul W. VoigY, PE i hareby oert,ic`%7 Tx1tat q'tg je7g,Y1' oF'r>? S7't`.7 rr?±, 112t???3x' s,yM, .? . . _.. .....: ?Ysse°3 •b,u ':'.`. ?.?. ? a , .. ? v _ r ??'?r f ?/ fr -"" ?«?,• ? [E U7?? [E ow [E? MAR 2 1 2007 HELICAL PIER / ANCHOR LOG 7820 West 871h Street Bloomington, MN 55438 Office 952-885-9808 Fax 952-941-2898 "Meeting Today's Challenges with Tomorrows Technology " PROJECT NAME: New Residential Construction DATE STARTED: 11/14/06 PROJECT ADDRESS: 1491 McCarthy Road DATE COMPLETE: 12/9/06 Eagan, MN CONST. TYPE: Residentiai BWLDER: Mil{ervil{e Inc. DRILL HEAD: 12,000 PROJECT MANAGER_ Ray Miller STEEL O.D. SIZE: 2-7/8" SOIL ENGINEER: McGhie & Betts Inc. FILE# N1298/N6295 STRUCTURAL ENGINEER: Voight & Assoc. FILE# 2006.216 PIER/ ANCHOR NUMBER NUMBER SIZE OF HELIX 7' LENGTH NUMBEfl 1 LENGTH OF EXTENSIONS LENGTH OF MAT. USED FEE7 CUT REMOVED IN INCHES FINAL TORQUE IN Ff. LBS. ' FINAL DEPTH IN FEET PIER LOCATION 1 8"-1011-12" 5-7' 42 13 5000 40'-11 #1 ON PLAN 2 8"-10"-12" 7-7' 56 41 8000 52'-7" # 2 ON PLAN 3 811-10"-12" 5-7' 42 6 8000 411-8" # 3 ON PLAN 4 8"-10"-12" 5-7' 42 71 8000 362-1" # 4 ON PLAN 5 8"-10"-12" 5-7' , 42 33 5000 393" # 5 ON PLAN 6 8"-10"-12" 5-7' 42 54 5000 371-6" # 6 ON PLAN 7 8"-10"-12" 4-7' 35 34 5000 32'-2" # 7 ON PLAN 8 8"-10"-12" 4-7' 35 9 5000 34'-3" # 8 ON PLAN 9 801-1011-12" 4-7' 35 16 5000 337-8" # 9 ON PLAN 10 8"-10"-12" 4-7' 35 9 5000 34'-3° # 10 ON PLAN 11 8"-10"-12" 7-7' 56 72 5000 50'-0" # 11 ON PLAN 12 8"-10"-12" 5-7' 42 12 5000 411-0" # 12 ON PLAN 13 8"-10"=12" 5-7' 42 51 5000 371=9" # 13 ON PLAN 14 8"-10"-12" 5-7' 42 12 5000 41'41 # 14 ON PLAN 15 8"-10°-12" 4-7' 35 23 5000 332-1" # 15 ON PLAN 16 8°-10"-12" 5-7'/1-5' 47 37 8000 432-11 " # 16 ON PLAN 17 8"-10"-t2" 44' 35 11 5000 341-1" # 17 ON PLAN 18 8"-10"-12" 5-7' 42 0 5000 42'-0" # 18 ON PLAN 19 8"-10"-12" 6-7' 49 10 5000 481-2" # 19 ON PLAN iL) h 1 UHVUt = tltAFiiNli (;AF'Al:l I Y Page 1 of 2 PIER{ . ANCHOR NUMBER NUMBER SRE OF HELIX7' LENGTH NUMBER / IENGTH OF EXTENSIONS LENGTH OF MAT. USED FEET CUT REMOVED IN INCHES FINAL TORQU€ IN FT. LBS. FINAL DEPTH IN FEET PIER LOCATION 20 8"-10"-1211 5-7' 42 6 5000 41'-6" # 20 ON PLAN 21 811-10"-12" 6-7'/2-5' 59 43 8000 559-5" # 21 ON PLAN 22 8"-1011-12" 3-7' 28 16 8000 26'-8" # 22 ON PLAN 23 8"-101'-12" 6-7'/2-5 59 56 8000 54'-4" # 23 ON PLAN 24 82'-10"-12" 6-77/1-5' 54 32 8000 51'-4" # 24 ON PLAN 25 8"-10"-12" 6-7' 49 38 5000 45'-10° # 25 ON PLAN 26 8"-10"-12" 6-7'/2-5' 59 76 8000 52'-8" # 26 0N PLAN 27 8"-10"-12" 7-7' 56 45 8000 52'-3'' # 27 ON PLAN 28 8"-10"-12" 7-771-5' 61 53 8000 56'-7" # 28 aN PLAN 29 8"-10"-12" 28 36 8000 25'-0" # 29 ON PLAN 30 8"-10"-12" 66 9 8000 65'-3" # 30 ON PLAN 31 8"-10"-12" F 56 44 8000 52'-4" # 31 ON PLAN 32 8"-10"-i 2" 6-7'/3-5' 64 17 8000 62'-7° # 32 ON PLAN 33 8"-10"-12" 5-7' 42 0 8000 42'-0" # 33 ON PLAN 34 8"-10"-12" 6-7' 49 18 8000 47'-6" # 34 ON PLAN 35 811-10"-12" 7-772-5' 66 18 8000 64'-6" # 35 ON PLAN 36 8"-10"-12" 7-771-5' 61 10 8000 60'-2" # 36 ON PLAN 37 8"-1031-12" 5-7' 42 27 8000 39'-9" # 37 ON PLAN 38 8"-10"-12" 5-7' 42 51 8000 37'-9" # 38 ON PLAN 39 8"-10"-12" 5-7' 42 45 5000 38'-3" # 39 ON PLAN Page 2 of 2 HELICAL PIER / ANCkIOR LOG 7820 West 87th Street Blaomington, MN 55438 Office 952-885-9808 Fax 952-941-2898 "Meeting Today's Challenges with Tomorrows Technology " PROJECT NAME: New Residential Construction DATE STARTED: 11114l06 PROJECT ADDRESS: 1497 McCarthy Road DATE COMPLETE: 12/9/06 Eagan, MN CONST. TYPE: Residential BUILDER: Millerville Inc. DRILL HEAD: 12000 PROJECT MANAGER: Ray Miller STEEL O.D. SIZE: 2-7/8" SOtL ENGINEER: McGie & Betts Inc. FILE# 1\11298M6295 STRUCTURAL ENGINEER: Voight & Assoc. FILE# 2006.216 PIERI ANCHOR NUMBER NUMBER SIZE OF HELIX 7' LENGTH NUMBER / LENGTH OF EXTENSIONS LENGTH OF MAT. USEQ FEET CUT REMOVED IN INCHES FINAL TORQUE IN FT. LBS." FINAL QEPTH 1N FEET PIER LOCATION 1 8"-10"-12" 7-7' 56 9 8000 55'-5" # 1 ON PLAN 2 6-7' 49 64 8000 437-8" # 2 ON PLAN 3 811-10"-12" 6-7' 49 64 8000 43'-8" # 3 ON PLAN 4 8"-10"-12" 5-771-5' 47 0 8000 472-0" # 4 ON PLAN 5 8"-10"-12" 4-7' 35 46 5000 313-2" # 5 ON PLAN 6 8"-10"-12" 4-7' 35 46 5000 31'-2" # 6 ON PLAN 7 8"-1011-12" 6-7' 49 67 5000 43'-5" # 7 ON PLAN 8 8"-10"-12" 6-7' 49 61 5000 43'-11" # 8 ON PLAN 9 8"-1011-12" 6-7' 49 63 8000 43'-9" # 9 ON PLAN 10 8"-10"-12" 5-7' 42 8 5000 41'4" # 10 QN PLAN 11 8"-1011-12" 6-7' 49 38 5000 45'-10" # 11 ON PLAN 12 811-10"-12" 6-7' 49 42 8000 45'-6" # 12 ON PLAN 13 6-7' 49 62 5000 43'-10" # 13 ON PLAN 14 8"-10"-12" 6-7' 49 64 5000 43'-8" # 14 ON PLAN 15 811-10"-12" 5-7' 42 46 5000 38'-2" # 15 ON PLAN 16 811-10"-12" 5-7' 42 22 5000 40'-2" # 16 ON PLAN 17 8"-10"-12" 7-7' 56 9 8000 55'-3" # 17 ON PLAN 18 8"-10"-12" 7-7' 56 43 8000 52'-5" # 18 ON PLAN 19 8"-10"-12" 5-7' 42 38 5000 38'-10" # 19 ON PLAN lo X I OHaUE = BEARING CAPACITY Page 1 of 2 PIER/ ANCHOR NUMBER NUMBER SIZE OF HELIX 7' LENGTH NUMBER / LENGTH OF EXTENSIONS LENGTH OF MAT. USED FEET CUT REMOVED IN INCHES FINAt TORQVE IN FT. LBS. FINAL DEPTH IN FEET PIER LOCATION 20 8"-10"-12" 7-7' 56 11 8000 551-1" # 20 ON PLAN 21 8"-10"-12° 7-7'/1-5' 61 43 8000 57'-5" # 21 ON PLAN 22 811-10"-12" 7-7' 56 54 8000 517-6" # 22 ON PLAN 23 811-10"-12" 8-7' 63 45 8000 599-3" # 23 ON PLAN 24 8"-10"-12" 8-771-5' 68 5 8000 67'-7" # 24 ON PLAN 25 8"-10"-12" 7-71/3-5' 71 6 8000 701-6" # 25 ON PLAN 26 8"-1 U"-12" 6-7' 49 40 8000 451-8" # 26 ON PLAN 27 8"-1 0"-12" 7-7' 56 48 8000 42'-0" # 27 ON PLAN 28 . 8"-10"-12" 6-712-5 59 0 8000 591-0" # 28 ON PLAN 29 8"-10"-12" 4-7' 35 16 8000 33'-8" # 29 ON PLAN 30 8"-10"-12" 5-7'/1-5' 4.7 9 8000 461-3" # 30 ON PLAN 31 8"-10"-12" 4-7' 35 23 8000 331-1" # 31 ON PLAN 32 8"-10"-12" 3-7' 28 10 8000 271-2" # 32 ON PL;4N 33 8"-1011-12" 4-7' 35 67 8000 29'-5" # 33 ON PLAN 34 81-10"-12" 3-7' 28 0 8000 281-0" # 34 ON PLAN 35 811-10"-12" 4-7' 35 22 8000 33'-2" # 35 ON PLAN 36 8"-10"-12" 5-7' 42 41 8000 381-7" # 36 ON PLAN 37 8°-10"-12" 6-7' 49 7 8000 48'-5" # 37 ON PLAN Page 2 of 2 HEUCAL PIER / ANCkiOR LOG 7820 West 87`h Street Bloomington, MN 55438 Office 952-885-9808 Fax 952-941-2898 "Meeting Today's Challenges with Tomorrows Technology " PROJECT NAME: New Residential Construction DATE S7ARTED: 11/14/06 PROJECT ADDRESS: 1501 McCarthy Road DATE COMPLETE: 12/9/06 Eagan, MN CONST. TYPE: Residential BUILDER: Millerville Inc. DRILL HEAD: 12,000 PROJECT MANAGER: Ray Miller STEEL O.D. SIZE: 2-7/8" SOIL ENGINEER: McGie & Betts Inc. FILE# N1298M6295 STRUCTURAL ENGINEER: Voight & Assoc. FILE# 2006.216 PIER/ ANCHOR NUMBEft NUMBER SIZE OF HELIX 7' LENGTH NUMBER / LENGTH OF EXTENSIONS LENGTH OF MAT. USED FEET CUT REMOVED IN INCHES FINAL TORQUE IN FT. LBS. FINAL DEPTH IN FEET PIER LOCATION 1 8"-10"-12" 5-7' 42 34 8000 393-2" # 1 ON PLAN 2 8"-10"-12" 5-7' 42 0 5000 421-0" # 2 ON PLAN 3 8"-10"-12" 5-7' 42 17 8000 40'-7" # 3 ON PLAN 4 8"-10"-12" 6-7' 49 62 8000 43 # 4 ON PLAN 5 8"-10"-12" 6-7' 49 8 8000 481-4" # 5 ON PLAN 6 8"-1011-12" 4-71/2-5' 45 30 8000 421-6" # 6 ON PLAN 7 8"-10"-12" 4-7' 35 38 5000 31'-10" # 7 ON PLAN 8 8"-10"-12" 5-7' 42 35 5000 39'-1" # 8 ON PLAN 9 8"-10"-12" 5-7' 42 32 5000 39'-4" # 9 ON PLAN 10 8"-10"-12" 5-7' 42 38 5000 38'-10" # 10 ON PLAN 11 8"-10"-12" 5-7' 42 38 5000 381-10" # 11 ON PLAN 12 80-10"-12" 5-7' 42 15 8000 401-9" # 12 ON PLAN 13 8"-10"-12" 4-7' 35 3 5000 341-9" # 13 ON PLAN 14 8"-1031-12" 4-7' 35 4 5000 341-8" # 14 ON PLAN 15 8"-10"-12" 4-7' 35 39 8000 311-9" # 15 ON PLAN 16 8"-1011-12" 4-7' 35 26 5000 329-10" # 16 ON PLAN 17 8"-1011-12" 5-7' 42 70 8000 36'-2" # 17 ON PLAN 18 8"-1011-12" 7-7' 56 50 8000 511-10 # 18 ON PLAN 19 8"-10°-12° 3-7' 28 17 5000 26'-7" # 19 ON PLAN Page 1 of 2 PlER/ ANCHOA NUMBER NUMBER SIZE OF HEIIX 7' LENGTH NUMBER / LENGTH OF EXTENSIONS LENGTH OF MAT. USED FEET CUT REMOVED IN INCHES FINAL TORQHE IN Fi. LBS. FINAL DEPTH IN FEET PIER LOCATION 20 8"-10"-121' 4-7' 35 35 5000 321-1" # 20 ON PLAN 21 8"-10"-12" 3-7'/1-5' 33 46 5000 29'-2" # 21 ON PLAN 22 8"-1011-12" 4-7' 35 68 5000 29'-4" # 22 ON PLAN 23 8"-1011-12" 4-7' 35 27 5000 321-9" # 23 ON PLAN 24 8"-10"-12" 5-772-5' 52 16 8000 501-8" # 24 ON PLAN 25 8"-10"-12" 4-7' 35 62 5000 295-10" # 25 ON PLAN 26 8"-1017-12" 4-7' 35 8 5000 341-4" # 26 ON PLAN 27 8"-10"-12" 5-7' . 42 3 8000 411-9" # 27 ON PLAN 28 8"-10"-12" 4-7' 35 56 8000 30'-4" # 28 ON PLAN 29 8"-10"-12" 4-7' 35 56 8000 301-4" # 29 ON PLAN 30 8"-10"-12" 4-7' 35 11 8000 341-i" # 30 ON PLAN 31 811-101 '-12" 2-777-5' 26 44 8000 231-4" #31 ON PLAN 32 8"-10"-12" 4-7' 35 39 8000 31'-9" # 32 ON PLAN 33 8"-10"-12" 3-771 -5' 33 . 35 8000 30'-1 ° # 33 ON PLAN 34 8"-10"-12" 3-7' 28 31 8000 251-5" # 34 ON PLAN 35 811-10"-12" 3-7' 28 24 8000 26-0" # 35 ON PLAN 36 811-10"-12" 3-7' 28 43 8000 241-5" # 36 ON PLAN 37 8"-10"-12" 3-7' 28 50 8000 231-10" # 37 ON PLAN 38 8"-10"-12" 4-7' 35 69 5000 297-3" # 38 ON PLAN 39 811-1021-12" 4-7' 35 69 5000 291-3" # 39 ON PLAN 40 8"-10"-12" 4-7' 35 20 5000 321-4" # 40 ON PLAN 41 87P-1011-12" 4-7' 35 7 5000 341-5" # 41 ON PLAN 42 8"-1012-12" 4-7' 35 60 5000 301-0" # 42 ON PLAN Page2of2 ( !7? , W"' E r -?? '?V,Oz ! Thursday, January 11, 2007 Mr. Rav Miller Millerville Inc Eagan, MN 55122 ? RE: Oslund Timber Addition LoYs 3,() 5 Dear Mr. Rav Miller: laVoigt & Associatus, Inc. STRUCTURAL ENGINEERING SERYICES ' 4635 NICOLS RD. SUITE 204 EAGAN, MN 55122 - PH. (651) 686-7727 FAX. (651) 686-8444 /41(g ? /11cGi?n,TH j. /Z ?v As per your request I made site 2 site observations and have reviewed the helical pier anchor logs provided by Corrective Building General Contractors. Based on my site visits and review of the logs dte installavon of the pieis appears to confoim to the requireinents of our smictural design. No remedial work is required. The information and opinions contained herein aze based upon the limited investigation described at the beginning of flus report. No ivarranties are expressed or implied regarding the existence of other unknown conditions not specifically addressed. Our work is in accordance with generally accepted engineering standards and is not intended to be relied upon or transferred to individuals other than the addressee. Should information or conditions become known which differ from the discussion herein, they may alter the opinions or conclusions of the undersigned. Please call if you have any questions. Sincerely, s ,2L vi. ? ? Paul W. Voigt, PE g?,y ' ?FteV {?y R31.SU°.?i 1?t ?n, E3Z70 v__? ,Q1Y?. '?Q??' ?g> t7?$ L>? nY,v a)'l' Z??9`,S.e T_' °"'?T •?+.?:.??v?r:?'it7 }''n-t . . .Yt i??7 .?t•.:.a v?a 0 I ? r :m ?.us.r.?nuvog?m,yqA. R? 1b??e R. [E C? [E j U 1? ?. MAR 2 1 2007 HELICAL PIER / ANCMOR LOG 7820 West 87'h Street Bloomington, MN 55438 Office 952-885-9808 Fax 952-941-2898 "Meetinq Today`s ChaHenges with Tomorrovvs Technology " PROJECT NAME: New Residential Construction DAT.E:STARTED: 11/14/06 PROJECT ADDRESS: 1491 McCarthy Road DATE COMPLETE: 12/9/06 Eagan, MN CONST. TYPE: Residential BUILDER: Millerville Inc. QRILL HEAD: 12,000 PROJECT MANAGER: Ray Milier STEEL O.D. SIZE: 2-7/8" SOIL ENGINEER: McGhie & Betts Inc. FILE# N1298/N6295 STRUCTURAL ENGINEER: Voight & Assoc. FILE# 2006.216 PIER/ ANCHOR NUMBER NUMBER SIZE OF HELIX 7' LENGTH NUMBER / LENGTH OF EXTENSIONS LENGTH OF MAT. USED FEET CUT REMOVED IN INCHES FINAL TORQUE IN FT. LBS. ' FINAL DEPTH IN FEET PIER LOCATION 1 817-10"-12" 5-7' 42 13 5000 403-11 ° #1 ON PLAN 2 8"-10"-12" 7-7' 56 41 8000 52'-7" # 2 ON PLAN 3 8"-10"-12" 5-7' 42 6 8000 41'-6" # 3 ON PLAN 4 891-1011-12" 5-7' 42 71 8000 361-1" # 4 ON PLAN 5 8"-10"-12" 5-7' 42 33 5000 3913" # 5 ON PLAN 6 8"-10"-12" 5-7' 42 54 5000 37'-6" # 6 ON PLAN 7 8"-10"-12° 4-7' 35 34 5000 322-2" # 7 ON PLAN 8 8"-10"-12" 4-7' 35 9 5000 34'-3" # 8 ON PLAN ' 9 8"-10"-12" 4-7' 35 16 5000 337-8" # 9 ON PLAN 10 8"-10"-12" 4-7' 35 9 5000 34'-3" # 10 ON PLAN 11 8"-1011-12" 7-7' 56 72 5000 503-0" # 11 ON PLAN 12 8"-10"-12" 5-7' 42 12 5000 411-0" # 12 OIV PLAN 13 8"-1011-12" 5-7' 42 51 5000 37'-9" # 13 ON PLAN 14 8"-10"-12" 5-7' 42 12 5000 411-0" # 14 ON PLAN 15 8"-10"-12" 4-7' 35 23 5000 33'-1" # 15 ON PLAN 16 8"-10"-12" 5-771-5' 47 37 8000 43'-11 ° # 16 ON PLAN 17 8"-10"-12" 4-7' 35 11 5000 341-1" # 17 ON PLAN 18 8"-10"-12" 5-7' 42 0 5000 42 # 18 ON PLAN 19 8"-10"-112" 6-7' . 49 10 5000 481-2" # 19 ON PLAN 70 X 1 OFiQUE = BEARING CAPACiTV Page 1 of 2 P(ER/ ANCNOR NUMBER NUMBER SIZE OF HELIX 7' LENGTH NUMBER / LENGTH OF EXTENSIONS LENGTH OF MAT. USED FEET CUT REMOVED IN INCI-IES FINAL TORQIlE IN FT. LBS. FINAL DEPTH IN FEET PIER LOCATION 20 8"-10"-12" 5-7' 42 6 5000 41'-6" # 20 ON PLAN 21 8"-1 Q"-12" 6-7'/2-5' 59 43 8000 55'-5" # 21 ON PLAN 22 8"-1011-12" 3-7' 28 16 8000 26'-8" # 22 ON PLAN 23 8"-10"-12" 6-772-5' 59 56 8000 54'-4" # 23 ON PLAN 24 8"-10"-12" 6-771-5' 54 32 8000 51'-4" # 24 ON PLAN - 25 8"-10"-12" 6-7' 49 38 5000 45'-10" # 25 ON PLAN 26 8"-10"-12" 6-772-5' 59 76 8000 52'-8" # 26 ON PLAN 27 811-10"-12" 7-7' 56 45 8000 52'-3" # 27 ON PLAN 28 8"-1011-12" 7-771-5' 61 53 8000 56'-7" # 28 ON PLAN 29 8"-10"-12" 3-7' 28 36 8000 25'-0" # 29 ON PLAN 30 8"-1011-12" 7-7'/2-5' 66 9 8000 65'-3" # 30 ON PLAN 31 8"-1011-12" 7-7' 56 44 8000 52'-4" # 31 ON PLAN 32 811-10"-12" 6-7'/3-5' 64 17 8000 62'-7" # 32 ON PLAN 33 8"-10"-12" 5-7' 42 0 8000 42'-0" # 33 ON PLAN 34 8"-10"-12" 6-7' 49 18 8000 472-6" # 34 ON PLAN 35 8"-10"-12" 7-772-5' 66 18 8000 64'-6" # 35 ON PLAN 36 8"-10"-12" 7-771-5' 61 10 8000 60'-2" # 36 ON PLAN 37 8"-101$-12" 5-7' 42 27 8000 39'-9" # 37 ON PLAN 38 8"-10"-12" 5-7' 42 51 8000 37'-9" # 38 ON PLAN 39 8"-10"-12" 5-7' 42 45 5000 38'-3" # 39 ON PLAN Page 2 of 2 HELICAL PIER / ANCkiOR LOG 7820 West 87"' Street Bloomington, MN 55438 Office 952-885-9808 Fax 952-941-2898 "Meeting Today's Challenges with Tomorrows Technology " . PROJECT NAME: New Residentiai Construction DATE STARTED: 11114/06 PROJECT ADDRESS: 1497 McCarthy Road DATE COMPLETE: 12/9/06 Eagan, MN CONST. TYPE: Residential BUILDER: Millerville Inc. DRILL HEAD: 12000 PROJECT MANAGER: Fiay Miiler STEEL O.D. SIZE: 2-7/8" SOIL ENGINEER: McGie & Betts Inc. FILE# N1298/N6295 STRUCTURAL ENGINEER: Voight & Assoc. FILE# 2006.216 PIER/ ANCHOR NUMBER NUMBER SIZE OF HELIX 7' LENGTH NUMBER 1 LENGTH OF EXTENSIONS LENGTH OF MAT. USED FEET CUT REMOVED IN INCHES FINAL TORQUE IN Fi. LBS.' FINAL 17EPTH IN FEET PIER LOCATION 1 811-10"-12" 7-7' S6 9 8000 55'-5" # 1 ON PLAN 2 8"-10"-12" 6-7' 49 64 8000 431-8" # 2 ON PLAN 3 8"-1011-12" 6-7' 49 64 8000 43'-8" # 3 ON PLAN 4 8"-10"-12" 5-771-5' 47 0 8000 471-0" # 4 ON PLAN 5 8"-1011-12" 4-7' 35 46 5000 31'-2" # 5 ON PLAN 6 8"-10"-12" 4-7' 35 46 5000 313-2" # 6 ON PLAN 7 8"-10"-12" 6-7' 49 67 5000 43'-5" # 7 ON PLAN 8 811-10"-1 2" 6-7' 49 61 5000 43'-11 " # 8 ON PLAN 9 8"-10°-12" 6-7' 49 63 8000 43'-9° # 9 ON PLAN 10 8"-10"-12" 42 8 5000 41'4" # 10 ON PLAN 11 8"-10n-12" 6-7' 49 38 5000 451-10" # 11 ON PLAN 12 8"-10"-12" 6-7' 49 42 8000 451-6" # 12 ON PLAN 13 8"-10"-12" 6-7' 49 62 5000 431-10" # 13 ON PLAN 14 8"-1 Q"-12" 6-7' 49 64 5000 435-8" # 14 ON PLAN 15 811-10"-12" 5-7' 42 46 5000 381-2" # 15 ON PLAN 16 8"-10"-12" 5-7' 42 22 5000 401-2" # 16 ON PLAN 17 8°-10"-12" 7-7' S6 9 8000 551-3" # 17 ON PLAN 18 8"-10"-12" 7-7' 56 43 8000 52'-5" # 18 ON PLAN 19 8"-1011-12" 5-7' 42 38 5000 380-10" # 19 ON PLAN iux ivnUUt=tltAHWUGAPACITY Page 1 of 2 PIER/ ANCHOR NUMBER NUMBER SIZE OF HELIX 7' LENGTH NUMBEA / LENGTH OF EXTENSIONS LENGTH OF MAT. USED FEET CUT REMOVED IN INCHES FINAL TORQUE IN FT. LBS. FINAL DEPTH IN FEET PIER LOCATION 20 8"-1 0"-12" 7-7' 56 11 8000 55'-1 " # 20 ON PLAN 21 8"-10"-12" 7-771-5' 67 43 8000 57'-5" # 21 ON PLAN 22 8"-10"-12" 7-7' 56 54 8000 51'-6" # 22 ON PLAN 23 8"-1021-12" 8-7' 63 45 8000 59'-3" # 23 ON PLAN 24 8"-10"-12" 8-771-5' 68 5 8000 67'-7" # 24 aN PLAN 25 8"-10"-12" 7-773-5' 71 6 8000 70'-6" # 25 ON PLAN 26 8"-10"-12" 6-7' 49 40 8000 45'-8" # 26 ON PLAN 27 8"-10"-12" 7-7' 56 48 8000 42'-0" # 27 ON PLAN 28 . 831-10"-12" 6-772-5' 59 0 8000 59'-0" # 28 ON PLAN 29 8"-1 O"-12" 4-7' 35 16 8000 33'-8" # 29 ON PLAN 30 8"-10"-12" 5-771-5' 47 9 8000 46'-3" # 30 ON PLAN 31 811-1071-12" 4-7' 35 23 8000 33'-1" # 31 ON PLAN 32 811-10"-12" 3-7' F 28 10 8000 27'-2" # 32 ON PLAN 33 8"-10"-12" 4-7' 35 67 8000 29'-5" # 33 ON PLAN 34 8"-103'-12" 3-7' 28 0 8000 28'-0" # 34 ON PLAN 35 811-10"-12° 4-7' 35 22 8000 33'-2" # 35 ON PLAN 36 8"-10"-12" 5-7' 42 41 8000 38'-7" # 36 ON PLAN 37 811-10"-12" 6-7' 49 7 8000 48'-5" # 37 ON PLAN Page 2 of 2 HELICAL PIER / ANCkIOR LOG 7820 West 87`h Street Bloomington, MN 55438 Office 952-885-9808 Fax 952-941-2898 "Meeting Today's Challenges with Tomorrows Technology " PRO:IECT NAME: New Residentiai Construction DATE STARTED: 11/14/06 PROJECT ADDRESS: 1501 McCarthy Road DATE COMPLETE: 12(9/06 Eagan, MN CONST. TYPE: Residential BUILDER: Millerville Inc. DRILL HEAD: 12,000 PROJECT MANAGER: Ray Miller STEEL O.D. SIZE: 2-7J8" SOIL ENGINEER: McGie & Betts Inc. FILE# N1298M6295 STRUCTURAL ENGINEER: Voight & Assoc. FILE# 2006216 PIER/ ANCHOR NUMBER NUMBER SIZE OF HELIX 7' LENGTH NUMBERJ LENGTH OF EXTENSIONS LENGTH OF MAT. USED FEET CUT REMOVED IN INCHES FINAL TORQUE IN FT. LBS. FINAL DEPTH IN FEET PIER LOCATION 1 8°-10"-12" 5-7' 42 34 8000 393-2" # 1 ON PLAN 2 8"-10"-12" 5-7' 42 0 5000 42'-0" # 2 ON PLAN 3 8"-10"-12" 5-7' 42 17 8000 40'-7" # 3 ON PLAN 4 8"-10"-12" 6-7' 49 62 8000 43'-10" # 4 ON PLAN 5 8"-1011-12" 6-7' 49 8 8000 48'-4" # 5 ON PLAN 6 811-10"-12" 4-7'/2-5' 45 30 8000 42'-6" # 6 ON PLAN 7 8"-10"-1211 . 4-7' 35 38 5000 31'-10" # 7 ON PLAN 8 8"-10"-12" 5-7' 42 3.5 5000 39'-1" # 8 ON PLAN 9 8"-10"-12" 5-7' 42 32 5000 39'-4" # 9 ON PLAN 10 8"-10"-12" 5-7' 42 38 5000 38'-10" # 10 ON PLAN 11 817-10"-12" 5-7' 42 38 5000 38'-10" # 11 ON PLAN 12 8"-10"-12" 5-7' 42 15 8000 400-9" # 12 ON PLAN 13 8"-10"-12" 4-7' 35 3 5000 34'-9" # 13 ON PLAN 14 8"-1011-12" 4-7' 35 4 5000 342-8" # 14 ON PLAN 15 817-10"-12" 4-7' 35 39 5000 317-9" # 15 ON PLAN 16 811-10"-12" 4-7' 35 26 5000 32'-10" # 16 ON PLAN 17 8"-10"-12" 5-7' 42 70 8000 36'-2" # 17 ON PLAN 18 8"-10"-12" 7-7' 56 50 8000 51'-10 # 18 ON PLAN 19 8°-1011-12" 3-7' 28 17 5000 26'-7" # 19 ON PLAN Page 1 of 2 PlER/ ANCHOR NUMBER NUMBER SIZE OF HELIX 7' LENGTH NUMBER / LENGTH OF EXTENSIONS LENGTH OF MAT. USED FEET CUT REMOVED IN INCHES FINAL TORQdE IN FT. LBS. F1NAL DEPTH IN FEET PIER LOCATION 20 8"-10"-12" 4-7' 35 35 5000 325-1" # 20 ON PLAN 21 8"-10"-12" 3-71/1-5' 33 46 5000 291-2" # 21 ON PLAN 22 8"-107'-12" 4-7' 35 68 5000 291-4" # 22 ON PLAN 23 8"-10"-12" 4-7' 35 27 5000 321-9" # 23 ON PLAN 24 837-10"-12" 5-772-5' 52 16 8000 50'-8" # 24 ON PLAN 25 8"-10"-12" 4-7' 35 62 5000 291-10" # 25 ON PLAN 26 8"-10"-12" 4-7' 35 8 5000 34'-4" # 26 ON PLAN 27 811-10"-12" 5-7' 42 3 8000 41 # 27 ON PLAN 28 8"-10"-12" 4-7' 35 56 8000 302-4" # 28 ON PLAN 29 85)-1017-12" 4-7' 35 56 8000 301-4" # 29 ON PLAN 30 8"-10"-12" 4-7' 35 11 8000 341-1" # 30 ON PLAN 31 8"-10°-i 2" 2-771-5' 26 44 8000 231-4" # 31 ON PLAN 32 8"-10"-12" 4-7' 35 39 8000 31'-9" # 32 ON PLAN 33 87'-10"-12" 3-7'/1-5' 33 35 8000 30'-1" # 33 ON PLAN 34 8"-10"-12" 3-7' 28 31 8000 25'-5" # 34 ON PLAN 35 8"-10"-12" 3-7' 28 24 8000 26 # 35 ON PLAN 36 8"-10"-12" 3-7' 28 43 8000 24'-5" # 36 ON PLAN 37 8"-10"-12" 3-7' 28 50 8000 23 # 37 ON PLAN 38 8"-10"-12" 4-7' 35 69 5000 291-3" # 38 ON PLAN 39 81;-10"-12" 4-7' 35 69 8000 291-3" # 39 ON PLAN 40 8"-10"-12" 4-7' 35 20 5000 321-4" # 40 ON PLAN 41 8"-1017-12" 4-7' 35 7 5000 341-5" # 41 ON PLAN 42 8"-10"-12" 4-7' 35 60 5000 301-0" # 42 ON PLAN Page 2 of 2 . , Thursday, January 11, 2007 ? Voigt & Associates, Inc. STRUCTUR4L ENGINEERING SER VICES ? 4635 NICOLS RD. SUITE 204 EAGAN, MN 55122 - PH. (651) 686-7727 FAX. (651) 686-8444 Mr. Ray Miller Miilerville Inc Eagan, MN 55122 RE: Oslund Timber Addition Lo 34, 5 Dear Mr. Rav Miller: As per your request I made site 2 site obseivations and have reviewed the helical pier anchor Iogs provided by CorrecUve Building General Contractors. Based on my site visits and review of the logs tlie installation of the piecs appears to conform to the requirements of our siructutal design. No remedial work is required. The information and opinions contained herein aze based upon the limited investigauon described at the beginning of this report. No warranties are expressed or implied regarding the existence of other uulniown condidons not specifically addressed. Our work is in accordance with generally accepted engineering standards and is not iniended to be relied upon or uansferred to indi-,riduals other than the addressee. Should information or conditions become lnown wluch differ from the discussion herein, they may alter the opinions or conclusions of the undersigned. Please call if you have any questions. Sincerel5- v i V ,2L s ? Paul W. Voigt, PE I he1'eby ceF.;% ;;',,Q,$ P,2,31fi p?m' gpB&fCtjmj? og9 1 ? . i ? ? :3N z{r _t"7' ? lv oA' 11ACmy 34ef-!JYSc, tLe I- is? vV,?V ?-- ? Reg No. $0`?'? n E c EE ow [ED MAR 2 1 2007 HELICAL P(ER / ANCHOR LOG 7820 West 87'" Street Bloomington, MN 55438 Office 952-885-9808 Fax 952-941-2898 "Meeting Today',s ChaNenges with 7omorrows Technology " PROJECT NAME: New Residential Construction DATE STARTED: 11/14106 PROJECT ADORESS: 1491 McCarthy Road DATE COMPLETE: 12/9/06 Eagan, MN CONST. TYPE: Residential BUILDER: Millerville Inc. QRILL HEAD: 12,000 PROJECT MANAGER: Ray Miller STEEL O.D. SIZE: 2-7/8" SOIL ENGINEER: McGhie & Betts Inc. FILE# N1298/N6295 STRUCTURAL ENGINEER: Voight & Assoc. FILE# 2006.216 PIER/ ANCHOfi NUMBER NUMBER SIZE OF HELIX 7' LENGTH NUMBER / LENGTH OF EXTENSIONS LENGTH OF MAT. USED FEET CUT REMOVED IN INCHES FINAL TORQUE IN FT. LBS. * FINAL DEPTH IN FEET PIER LOCATION 1 811-10"-12" 5-7' 42 13 5000 40'-11 " #1 ON PLAN 2 -10"-12" 7-7' 56 41 8000 521-7" # 2 ON PLAN 3 8"-10"-12" 5-7' 42 6 8000 41'-6" # 3 ON PLAN 4 8"-10"-12" 5-7' 42 71 8000 361-1" # 4 ON PLAN 5 8"-10"-12" 5-7' 42 33 5000 397' # 5 ON PLAN 6 8"-10"-12" 5-7' 42 54 5000 371-6" # 6 ON PLAN 7 8"-10"-12" 4-7' 35 34 5000 321-2" # 7 ON PLAN 8 871-10"-12" 4-7' 35 9 5000 341-3" # 8 ON PLAN 9 8"-10"-12" 4-7' 35 16 5000 33'-8" # 9 ON PLAN 10 87-10"-12" 4-7' 35 9 5000 34'-3" # 10 ON PLAN 11 8"-10"-12" 7-7' 56 72 5000 50'-0" # 11 ON PLAN 12 8"-10"-12" 5-7' 42 12 5000 411-0" # 12 OIV PLAN 13 811-10"-12" 5-7' 42 51 5000 37'-9" # 13 ON PLAN 14 8"-10"-12" 5-7' 42 12 5000 411-0" # 14 ON PLAN 15 8"-10"-12" 4-7' 35 23 5000 331-1" # 15 ON PLAN 16 8"-10"-12" 5-771-5' 47 37 8000 431-11" # 16 ON PLAN 17 8"-10"-12" 4-7' 35 11 5000 34'-1" # 17 ON PLAN 18 8"-10"-12" 5-T 42 0 5000 42'-0" # 18 ON PLAN 19 8"-10"-12" 6-7' 49 10 5000 48'-2" # 19 ON PLAN 10 X TORQUE = BEARING CAPACITY Page 1 of 2 PIER/ ANCHOR NUMBER NUMBER SIZE OF HELIX 7' LENGTH NUMBER / LENGTH OF EXTENSIONS LENGTH OF MAT. USED FEET CUT REMOVED IN INCHES FINAL TORQIl€ IN FT. LBS. FINAL DEPTH IN FEET PIER LOCATION 20 8"-10"-12" 5-7' 42 6 5000 41'-6" # 20 ON PLAN 21 870-10"-12" 6-772-5' 59 43 8000 55'-5" # 21 ON PLAN 22 8"-1011-12" 3-7' 28 16 8000 26-8" # 22 ON PLAN 23 8"-10"-12" 6-7'/2-5' 59 56 8000 54'-4" # 23 CN PLAN 24 8"-1031-12" 6-7'/1-5' 54 32 8000 51'-4" # 24 ON PLAN - 25 8°-10"-12° 6-7' 49 38 5000 45'-10" # 25 ON PLAN 26 8"-10"-12" 6-7'I2-5' 59 76 8000 52'-8" # 26 ON PLAN 27 811-10"-12" 7-7' 56 45 8000 52'-3" # 27 ON PLAN 28 8"-10"-12" 7-771-5' 61 53 8000 56'-7" # 28 ON PLAN 29 8"-10"-12" 3-7' 28 36 8000 25'-0" # 29 ON PLAN 30 811-10"-12" 7-772-5' 66 9 8000 65'-3" # 30 ON PLAN 31 831 -10"-12" 7-7' 56 44 8000 52'-4" # 31 ON PLAN 32 8"-10"-12" 6-7'/3-5' 64 17 8000 62'-7" # 32 ON PLAN 33 811-10"-12" 5-7' 42 0 8000 42'-0" # 33 ON PLAN 34 8"-10"-12" 6-7' 49 18 8000 47'-6" # 34 ON PLAN 35 8"-10"-12" 7-772-5' 66 18 8000 64'-6" # 35 ON PLAN 36 8"-10"-12" 7-72/1-5' 61 10 8000 60'-2" # 36 ON PLAN 37 8"-1011-12" 5-7' 42 27 8000 39'-9" # 37 ON PLAN 38 8"-10"-12" 5-7' 42 51 8000 37'-9" # 38 ON PLAN 39 8"-10"-12" 5-7' 42 45 5000 38'-3" # 39 ON PLAN Page 2 of 2 HELICAL PIER / ANCMOR LOG , 7820 West 87?' Street Bloomington, MN 55438 Office 952-885-9808 Fax 952-941-2898 "Meeting Today's Challenges with Tomorrows Technology " PROJECT NAME: New Residential Construction DATE STARTED: 11/14/06 PROJECT ADDRESS: 1497 McCarthy Road DATE COMPLETE: 12/9/06 Eagan, MN CONST. TYPE: Residential BUILDER: Millerville Inc. DRILL HEAD: 12000 PROJECT MANAGER: Ray Milier STEEL O.D. SIZE: 2-7/8" SOIL ENGINEER: McGie & Betts Inc. FILE# N1298/N6295 STRUCTURAL ENGINEER: Voight & Assoc. FILE# 2006.216 PIER/ ANCHOR NUMBER NUMBER SIZE OF HELIX 7' LENGTH NUMBER / LENGTH OF EXTENSIONS LENGTH . OF MAT. USED FEET CUT REMOVED IN INCHES FINAL TORQUE IN Fi. LBS.' FINAL DEPTH IN FEET PIER LOCATION 1 811-10"-12" 7-7' 56 9 8000 55'-5" # 1 ON PLAN 2 8"-10"-12" 6-7' 49 64 8000 43'-8" # 2 ON PLAN 3 8"-1 O"-12" 6-7' 49 64 8000 43'-8" # 3 ON PLAN 4 8"-1011-12" 5-771-5' 47 0 8000 47'-0" # 4 ON PLAN 5 83J-10"-12" 4-7' 35 46 5000 31'-2" # 5 ON PLAN 6 8"-10"-12" 4-7' 35 46 5000 317-2" # 6 ON PLAN 7 8"-10"-12" 6-7' 49 67 5000 43'-5" # 7 ON PLAN 8 8"-10"-12" 6-7' 49 61 5000 430-11" # 8 ON PLAN 9 8"-10"-12" 6-7' 49 63 8000 43'-9" # 9 ON PLAN 10 80-1o"-12" 5-7' 42 8 5000 41'4" # 100N PLAN 11 811-10"-12" 6-7' 49 38 5000 45'-10" # 11 ON PLAN 12 8"-10"-12" 6-7' 49 42 8000 45'-6n # 12 ON PLAN 13 8"-10"-12" 6-7' 49 62 5000 430-10" # 13 ON PLAN 14 8"-10"-12" 6-7' 49 64 5000 43'-8" # 14 ON PLAN 15 8"-1011-12" 5-7' 42 46 5000 38'-2" # 15 ON PLAN 16 8"-1011-12" 5-7' 42 22 5000 40'-2° # 16 ON PLAN 17 8°-10"-12" 7-7' 56 9 8000 55'-3" # 17 ON PLAN 18 8"-10"-12" 7-7' 56 43 8000 52'-5" # 18 ON PLAN 19 r8'-10"-12" 5-7' 42 38 5000 38'-10" # 19 ON PLAN ` lU X I UHUUE = 6EARING CAPACITY Page 1 of 2 PIER/ ANCHOR NUMBER NUMBER SIZE OF HELIX 7' LENGTH NUMBER / LENGTH OF EXTENSIONS LENGTH OF MAT. USED FEEf CUT REMOVED IN INCHES FINAt TORQUE IN FT. LBS. FINqL DEPTH IN FEET PIER LOCATION 20 8"-1011-12" 7-7' 56 11 8000 55'-1" # 20 ON PLAN 21 8"-10"-12" 7-7'/1-5' 61 43 8000 577-5" # 21 ON PLAN 22 8"-10"-12" 7-7' 56 54 8000 51'-6" # 22 ON PLAN 23 8"-10"-12" 8-7' 63 45 8000 59'-3" # 23 ON PLAN 24 8"-10"-12" 8-7'/1-5' 68 5 8000 67'-7" # 24 ON PLAN 25 8"-10"-12" 7-773-5' 71 6 8000 70'-6" # 25 ON PLAN 26 8"-10"-12" 6-7' 49 40 8000 45'-8" # 26 ON PLAN 27 871-1001-12" 7-7' 56 48 8000 427-0" # 27 ON PLAN 28 8"-10°-12° 6-772-5' 59 0 8000 597-0" # 28 ON PLAN 29 8"-10"-12" 4-7' 35 16 8000 33'-8" # 29 ON PLAN 30 8"-10"-12" 5-7'/1-5' 47 9 8000 46'-3" # 30 ON PLAN 31 -10"-12" 4-7' 35 23 8000 33'-1" # 31 ON PLAN 32 8"-10"-12" 3-7' 28 10 8000 27'-2" # 32 ON PLAN 33 8"-1011-12" 4-7' 35 67 8000 29'-5" # 33 ON PLAN 34 8"-10"-12" 3-7' 28 0 8000 28 # 34 ON PLAN 35 8"-10"-12" 4-7' 35 22 8000 33'-2" # 35 ON PLAN 36 8"-1017-12" 5-7' 42 41 8000 38'-7" # 36 ON PLAN 37 8"-1001-12" 6-7' 49 7 8000 48'-5" # 37 ON PLAN Page 2 of 2 HELICAL PIER / ANCkIOR LOG 7820 West 87'h Street Bloomington, MN 55438 Office 952-885-9808 Fax 952-941-2898 "Meeting Today's Challenges with Tomorrows Technology " PRO;IECT NAME: New Residential Construction DATE STARTED: 11/14/06 PROJECT ADDRESS: 1501 McCarthy Road DATE COMPLETE: 12/9/06 Eagan, MN . CONST. TYPE: Residential BUILDER: Millerville Inc. DRILL HEAD: 12,000 PROJECT MANAGER: Ray Miller STEEL O.D. SIZE: 2-718" SOIL ENGfNEER: McGie & Betts Inc. FILE# N1298M6295 STRUCTURAL ENGINEER: Voight & Assoc. FILE# 2006216 PIER/ ANCHOR NUMBER NUMBER SIZE OF HELIX 7' LENGTH NUMBER / LENGTH OF EXTENSIONS LENGTH OF MAT. USED FEET CUT REMOVED IN INCHES FINAL TORQUE IN FT. LBS. FINAL DEPTH IN FEET PIER LOCATION 1 8"-10"-12" 5-7' 42 34 8000 39'-2" # 1 ON PLAN 2 811-10"-12" 5-7' 42 0 5000 42'4" # 2 ON PLAN 3 811-10"-12" 5-7' 42 17 8000 40'-7" # 3 ON PLAN 4 8"-1071-12" 6-7' 49 62 8000 43'-10" # 4 ON PLAN 5 871-101$-12" 6-7' 49 8 8000 48'-4" # 5 ON PLAN 6 810-10"-12" 4-772-5' 45 30 8000 42'-6" # 6 ON PLAN 7 8"-10"-12" 4-7' 35 38 5000 31'-10" # 7 ON PLAN 8 8"-10"-12" 5-7' 42 35 5000 39'-1" # 8 ON PLAN 9 8"-1011-12" 5-7' 42 32 5000 39'-4° # 9 ON PLAN 10 811-10"-12" 5-7' 42 38 5000 38'-10" # 10 ON PLAN 11 811-10"-12" 42 38 5000 38'-10" # 11 ON PLAN 12 8"-10"-12" 5-7' 42 15 8000 40 # 12 ON PLAN 13 8"-10"-12" 4-7' 35 3 5000 342-9" # 13 ON PLAN 14 8"-10"-12" 4-7' 35 4 5000 34'-8" # 14 ON PLAN 15 8"-10"-12" 4-7' 35 39 8000 31'-9" # 15 ON PLAN 16 8"-1011-12" 4-7' 35 26 5000 32'-70" # 16 ON PLAN 17 8'y-l 0"-12" 5-7' 42 70 8000 36'-2" # 17 ON PLAN 18 8"-10"-12" 7-7' 56 50 8000 51'-10 # 18 ON PLAN 19 8"-10"-12" 3-7' 28 17 5000 26'-7" # 19 ON PLAN Page 1 of 2 P1ER/ ANCHOR NUMBER NIIMBER SIZE OF HELIX 7' LENGTH NUMBER 1 LENGTH OF EXTENSIONS LENGTH OF MAT. USED FEET CUT REMOVED IN INCHES FINAL TORQdE IN FT. LBS. FINAL DEPTH IN FEET PIER IOCATION 20 8"-10"-12" 4-7' 35 35 5000 32'-1" # 20 ON PLAN 21 8"-10"-12" 3-7'/1-5' 33 46 5000 29'-2" #21 ON PLAN 22 8"-10"-12" 4-7' 35 68 5000 29'-4" # 22 ON PLAN 23 8"-10"-12" 4-7' 35 27 5000 32'-9" # 23 ON PLAN 24 8"-10"-12" 5-7'/2-5' 52 16 8000 50'-8" # 24 OIV PLAN 25 8"-10"-12" 4-7' 35 62 5000 295-10" # 25 ON PLAN 26 8"-100'-12" 4-7' 35 8 5000 34'-4" # 26 ON PLAN 27 -10"-i 2" 5-7' 42 3 8000 419-9" # 27 ON PLAN 28 8"-10"-12" 4-7' 35 56 8000 301-4" # 28 ON PLAN 29 8"-10"-12" 4-7' 35 56 8000 301-4" # 29 ON PLAN 30 8"-10"-12" 4-7' 35 11 8000 34'-1" # 30 ON PLAN 31 8"-10"-12" 2-7'/1-5' 26 44 8000 231-4" # 31 ON PLAN 32 8"-10"-12" 4-7' 35 39 8000 311-9" # 32 ON PLAN 33 8"-10"-12" 3-771-5' 33 35 8000 30'-1" #33 ON PLAN 34 8"-10"-12" 3-7' 28 31 8000 25'-5" # 34 ON PLAN 35 8"-10"-12" 3-7' 28 24 8000 26 # 35 ON PLAN 36 8"-10"-12" 3-7' 28 43 8000 241-5" # 36 ON PLAN 37 8"-10"-12" 3-7' 28 50 8000 23'-10" # 37 ON PLAN 38 8"-10°-12" 4-7' 35 69 5000 291-3" # 38 ON PLAN 39 8"-10n-12" 4-7' 35 69 8000 29'-3" # 39 ON PLAN 40 8"-10"-12" 4-7' 35 20 5000 . 32'-4" # 40 ON PLAN 41 871-10"-12" 4-7' 35 7 5000 34'-5" # 41 ON PLAN 42 8"-10"-12" 4-7' 35 60 5000 30'-0" # 42 ON PLAN Page2of2 MVoigt & Associates, Inc. STRUCTURAL ENGLNEERING SGR PICES ' 46351VICOLS RD. SUITE 204 EAGAN, MN 55122 - PH. (651) 686-7727 FAX. (651) 686-8444 December 12, 2006 Mr. Ray Miller Millerville Inc Eagan, MN 55122 RE: Oslund Tunber Additiou Lots 3, 4, 5 bear Mt. Ray Miller: As per your request I have reviewed your request to substitute #5 bars for #6 bars in the grade beams for your project. The following is required: • (3) #5 bars may be subsYitnted for the (2) #6 bus in the top and bottom of the grade beams. Please center the third #5 bu between the comer bars. The informalion and opinions contained herein are based ugon the limited investigalion described at the begimiing of llvs report. No warruities are expressed or unplied regarding the exiscence of other unknown conditions not spec:ifically addressed. Our work is in accordance with generally accepted engineering standards and is not intended to be relied upon or transferred to individuals other than the addressee. Should information or conditions become Fmown which difFer from the disaission herein, they may alter the opinions or conclusions of the undersigned. Please call if you liave any questions Sincerely, ? Paul W. Voigt, PE I loft csrtif?r ftt thiB plan, snaeTTcatloa, !Dr'report r<^s grsno,rc?3 b7i me ar t?n,?-sr m,Y (Qii'etst supen4;^i.on < rrl j A c, :i{?7 Aegistered. urzder ?h9 t67df Ltbe Stata ef E,.i.inesaL-a,. 1( ?????Be& Na20705 GEOTECHNICAL REPORT OSLUND TIMBERLINE ADDITION LOTS 3-5, BLOCK 3 EAGAN, MINNESOTA /`?9 1, 1q5 7 ? /_9-0 r /,?cGRn.rHyiQ iJ MBI #N1298/N6295 JUNE 2006 H ? c [E ° NOV ? 1 4 2006 t .4 GEOTECHNICAL REPORT OSL UND TIMBERLINE ADDITION OQ? C LOTS 3-5, BLOCK 3 EAGAN, MINNESOTA Prepared For: Mr. Ray Miller Millerville Inc. 1566 Murphy Parkway Eagan, MN 55122 Prepazed by: McGhie & Betts, Inc. 1604 Riverview Lane Northfield, MN 55057 (507) 645-0964 MBI #N1298/N6295 1 hereby certify that ihis plan, specification, or report was prepared by me or under my direci supervision and that I am a duly Licensed Professional Engineer under the laws of !he State of Minnesota. Name: Mark W. Osborn Signature: •s?' ? Date: 61Ze 106 License#: 41362 ? D ? ?g I ? Northfield 7°Minnesota i ' Land Sucveying Civil Engineering ceotectu,ical Fngineering Constmcfion Material Testing June 28, 2006 Mr. Ray Miller Millerville Inc. 1566 Murphy Parkway Eagan, MN 55122 Re: Geotechnical Report Oslund Timberline Addition Lots 3-5, Block 3 Eagan, Minnesota MBI #N1298/N6295 , Environmental Services Deaz Mr. Miller; - In accordance with your authorization, McGhie & Betts, Inc. has conducted a geatechnical subsurface eacploration program for the referenced project. We will send 2 copies of this report to Millerville Inc. and keep a copy for our records. Additional copies are available upon request for a small fee. If you have any questions concerning this report or our recommendations, or if ' you need construction materials testing for this project, please call us at . 507-645-0964. Very truly yours, McGHIE & BETTS, INC. ? •` azk W. Osbom, P.E. MWO/mo 1604 Riverview Lane Northfield, MN 55057 y Te1.507.645.0964 Fax. 507.645.2842 ? e-mail. mic@mbi-nf.com ? Estabtished 1995 . TABLE OF CONTENTS INTRODUCTION P SE .......................................................... SCOPE OF $ERVICES ......................................... SITE CONDITIONS ...................................................................................................................3 SURFACE CONDITIONS ....................................... SUBSURFACE CONDITIONS ................................. GROUND W ATER .................................................. .................3 ...............5 PROJECT INFORMATION ..................................................................................................s ENGINEERING REVIEW ......................................................................................................6 DlsCUSSlotv .......................................................................................................................................6 SOIL PROPERTIES ...................................................................................................................7 COMPRESSlB1LITY .............................................................................................................................7 FROST SUSCEPTIBILITY .....................................................................................................................7 DRAINAGE PROPERTIES .....................................................................................................................8 CONCLUSIONS & RECOMMENDATIONS ...............................................................a FOUNDATION OPTIONS ..............................................................................................................8 MASS EXCAVATION AND F7LL ...........................................................................................................8 DEEP FOUNDATIONS ............. ........................ .............................................................. ..................... 10 FLOOR SLAB SUPPORT .....................................................................................................................12 EARTH WORK ....................................................................................................................................12 COLD W EATHER CONSTRUCTION ...................................................................................................14 CONSTRUCTION ..................................................................................................................... ia SITE OBSERVATIONS .......................................................................................................................14 TESTING ........................................................................................................................................... 15 PLnta REViEw .................................................................................................................................. 16 EXPLORATION LIMITATIONS ................................................. ».................................. 16 APPENDIX A ................................................................................................................................i7 LOGS OF PENETRATION TEST BORINGS ......... » . GEOTECHNICAL REPORT OSLUND TIMBERLINE ADDITION LOTS 3-5, BLOCK 3 EAGAN, MINNESOTA MBI #N1298/N6295 INTRODUCTION Puraose It is McGhie & Betts' understanding that this report is to be used in connection with the construction of a residential subdivision along McCarthy Road neaz Pine Ridge Drive in Eagan, Minnesota. The project is listed as the Oslund Timberline Addition and includes Lots 3-5 of Block 3. This stated purpose was a significant factor in deterniining the scope and level of service provided. Should the report's purpose change the report unmediately ceases to be valid and use of it without McGhie & Betts' prior review and written authorization shall be at the user's sole risk. The observations and conclusions described in this report are based solely on the scope of service described in this report. McGhie & Betts has not performed any observations, investigations, studies or testing that is not specifically listed in the scope of service. McGhie & Betts shall not be liable for failing to discover any condition whose discovery required the performance of services not authorized by the Agreement. Scoae of Services In accordance with the authorization of Mr. Ray Miller with Millerville Inc. we have completed a subsurface exploration program and prepazed a geotechnical a Oslund Timberline Addition - Lots 3-5. Block 3- Eaean, MN N I 298M6295 Pa e2 report for the referenced site. Our authorized scope of work has been limited to: ]. Putting down three (3) standard penetration test borings to 20-foot or 25-foot depths within the building area. 2. Review of available project information. 3. Providing a data report containing a review of the subsurface conditions including prepazation of our conclusions and opinions regarding: A. Site Soil Properties B. Boring Logs (Soil Classification, N-value, Water Level) C. Foundation Design (Est. Excavation Depth & Bearing Capacity) D. Earthwork E. Cold Weather Construction Our work program for accomplishment of the above objectives included putting down a total of three (3) test borings, reviewing the project information, and observing the recovered soil samples_ This report will describe our field observations, present the results of the field tests, and provide you with our engineering recommendations. . . Oslund Timberline Addition - Lots 3-5. Block 3- Ea a? n. MN N I 298M6295 Paee 3 SITE CONDITIONS Surface Conditions Our exploration was completed at Block 3, Lots 3-5 of the Oslund-Timberline Addition in Eagan, Minnesota. This area is located to the north of McCarthy Road, west of Pine Ridge Drive, and south of Lone Oak Road. (See map in Appendix A) Surface elevations were taken after the borings were completed and were referenced to lot corners that were established by the owner's surveyor. Elevations taken at the borings and observations of the site indicate that the area slopes to the west. The site is a natural draw with steeper slopes along the north and south areas. Numerous trees line the north side of the property. Residential lots have been constructed immediately east of the proposed site and McCarthy Road is located to the south. At the time the borings were put down the site had received fill on top of the native soils. Subsurface Conditions The subsurface conditions encountered by the test borings are illustrated on the attached boring logs. The depths and thickness of the subsurface strata indicated on the boring logs were generalized from the drilling results. The transition between materials is approximate and is usually faz more gradual than shown. Information on actual subsurface conditions exists only at the specific locations indicated and is relevant only to the time exploration was performed. Subsurface conditions and groundwater leveLs at other locations may differ from conditions Oslund Timberline Addition - Lots 3-5 Block 3- Ea a N N 1298/N6295 Page 4 found at the indicated locations. Note, too, that these conditions may change over time. These stratification lines were used for our analytical purposes and, unless specifically stated otherwise, should not be used as a basis of design or construction cost estimates. Results of the test borings put down at this site indicate a general subsurface profile of fill materiaLs and organic soiLs overlying silty clays, silty sands and sands with silt. The fills encountered were generally organic silty clays, silty sands, and sands with silt. These fills ranged from 4 feet to 8 feet in depth. The organic clays underlying the fills ranged from 4 feet to 10 feet in thickness, and were soft to very soft. At boring PB-2 silty clays were encountered beneath the organics and were generally fum in consistency. Sands with silt and silty sands were encountered at depth in the borings, and were generally wet to waterbearing and medium dense to dense in density. Lean clays that were brown in color and hazd in consistency were encountered beneath the sands at boring PB-2. The borings terminated within the silty sands, sands with silt, or lean clays. The boring logs and related information included in this report are indicators of the subsurface conditions only at the specific locations and times noted. The subsurface conditions, including groundwater levels, at other locations on the site may differ significantly from conditions that, in the opinion of McGhie & Betts, exist at the sampling locations. The test borings were put down by McGhie & Betts solely to obtain indications of subsurface conditions as part of a geotechnical exploration program. No services were performed to evaluate subsurface environmental conditions. Oslund Timberline Addition - Lots 3-5. Block 3- Eagan. MN N 1298M6295 Paee S Groundwater McGhie & Betts took groundwater level readings in the exploratory borings, reviewed the data obtained, and discussed its interpretation of the data in the text of the report. Note that groundwater levels may fluctuate due to seasonal variations, i.e. precipitation, snowmelt and rainfall, and/or other factors not evident at the time of ineasurement. As noted on ihe logs, subsurface water was encountered in the borings during the drilling operations. Initial water table depths ranged from 8%z feet to 14 feet below grade. Higher groundwater elevations were recorded after the auger was removed and cave-ins had occuned in the boring holes. The elevation of the water table may present difficulties in construction of foundations at this site. The contractor should be awaze of the possible necessity of dewatering or diverting subsurface water. The elevation of the groundwater table can be a major factor in design and construction at this site. If more accurate subsurface water levels are needed, we recommend piezometers be installed to properly determine the groundwater level. Monitoring of the groundwater table elevation could occur throughout the sumrner months up to the time of construction. This work was outside our scope of services. PROJECT INFORMATION McGhie & Betts has developed preliminary foundation recommendations for this project in consideration of the proposed layout, column loadings, and structural configurations as understood at this time. When the architect and/or structural engineer develops additional information about final design column loadings, Oslund Timberline Addition - Lots 3-5. Block 3- Ea a?n, MN N 1298M6295 Page 6 building configuration, or other significant factors, the preliminary recommendations presented herein may no longer apply. McGhie & Betts must be made aware ofthe revised or additional information in order ta evalaate the preliminary recommendations for continued applicability. Our exploration was completed at Lots 3-5 of Block 3 of the Oslund Timberline Addition in Eagan, Minnesota. T'he site was previously a drainage channel with developed residential areas to the east and south. We understand the proposed construction at this site consists of 3 residential homes consisting of wood framed construction and wood roof support. The homes will be 1-2 story buildings with walkout basements and will have driveway access offof McCarthy Road. Actual building addresses were not known at the time of this report. Estimated foundation loads were not provided, but from our experience with these types of buIldings we would expect light loads. ENGINEERING REVIEW Discussion The following sections of this report include comments related to issues such as excavation, de-watering, foundation construction, earthwork, and related geotechnical aspects of the proposed construction. The recommendations contained herein are not intended to dictate construction methods or sequences. Instead, they are furnished solely to he]p designers identify potential problems re(ated to foundation and earthwork construction plans and specifications, based upon findings derived from sampling. ? ? 3 Oslund Timberline Addition - Lots 3-5, Block 3- Ea ae n, MN . N 12981N6295 Paee 7 The results of our subsurface exploration indicate the presence of fill materials and organic clays overlying silty clays, silty sands, and sands with silt. The fill materials and organic clays aze not suitable to support the foundation loads. We recommend that the foundation loads be supported by the silty clays, silty sands, or sands with silt encountered at depth or upon an engineered fill developed upon these soiLs. The bearing capacity will be dependant upon the foundation method chosen for this site. SOIL PROPERTIES b ? h n ? ? Compressibilitv The organic clays encountered at this site would be considered very highly compressible. These soils can compress under low foundation loads or where fills are placed to raise the grade. These soils are not suitable for any foundation load support, or support of deep fills. Settlement of these organic clays can be expected to be high and to occur over a long period oftime. The underlying silty clays, silty sands, and sands with silt would have a low to medium compressibility. These soils would be suitable for foundation suppoR or engineered fill loads. Frost Susceptibility The organic clays and clayey fills at this site would have a moderate to very high frost susceptibility. If these soils are not protected, then large amounts of frost heaving may occur. The amount of potential heaving is dependent on the moisture and organic content of the soils, and the types of clay minerals present. Pavement Oslund Timberline Addition - Lots 3-5 Block 3- Ea a? n. MN N I 298M6295 Paee S sections should be designed accordingly. Drainaae Prouerties The organic clays and clayey fills encountered would be considered to have very poor drainage conditions. These soils types can absorb and entrain surface runoff, resulting in saturated soil conditions. Use of drain tile or other means may be necessary where subsurface moisture control is critical. CONCLUSIONS & RECOMMENDATIONS FOUNDATION OPTIONS The subsurface explorations encountered fill materials and organic clays ai the surface overlying silty clays, silty sands, and sands with silt. The organic clays and uncontrolled fill materials aze not suitable for foundation loads or deep fill placement. The owner has the option of mass excavating the unsuitable soils and replacing with a granulaz fill, or constructing deep foundations to the underlying suitable soils. We have presented inforniation on both options below: Mass Excavation and Fill T'his option involves the mass excavation of unsuitable soils from the building azeas. We have listed the estimated excavation depths at the boring locations. This information is based upon a recommended bearing capacity of 3,000 psf ? 7 i ? : a : ? Oslund Timberline Addition - Lots 3-5 Block 3- Ea aa n, MN N 1298/N6295 PaQe 9 Boring No. Surface Elevation (ft) Excavation To Suitable Soils (ft) Bottom of Excavation Elevation (ft) P13-1 842.3 18 %2 823 %: PB-2 833.5 12 821 2 PB-3 831.9 9 8221/2 We recommend that a qualified soils engineer or technician observe the entire bottom of excavation area before any fill is placed. If extremely soft soils or voids are detected at the bottom of the excavation, we recommend that additional excavations be completed to competent soils. It is important to review the fill limits and total depth of fill when placing structures upon compacted fill and when filling the excavation. The location of the footings must allow for at least a 1:1 slope from the bottom of the footing to the outside limits of the engineered fill. It is im2ortant to check this at the time of construction and to assure that during filling, unsuitable soils do not encroach within the 1:1 limits and extending downwazd and outward from future footines We recommend any fill placed beneath the footings be comprised of a granulaz material with less than 12% passing the #200 sieve. Any fill placed beneath the foundation should be compacted to 98% of the Standazd Proctor, ASTM D698. Site conditions may not allow for this foundation option due to adjacent buildings, roads, and slopes. The owner should consult with the civil engineer to decide on whether to proceed with this option. Oslund Timberline Addition - Lots 3-5. Block 3- Eaean. MN N I298M6295 Paee I 0 Based upon these recommendations, as well as our experience with similar soils, it is our judgment that settlements of less than 1 inch should occw. We also estimate a factor of safety in excess of 3 will be provided if a 3,000 psf loading is utilized. Deep Fouadations This foundation options involves drilling thru the soft unsuitable soils and constructing piers to support the building. The piers would transfer building foundation loads to the underlying medium dense silty sands and sands with silt. Drilled Piers Use of piers would include drilling shafts down to suitable soils, as noted in the table below, and filling with a concrete mix. Boring No. Surface Elevation (ft) Pier Depth To Suitable Soils ([t) Bottom of Pier Elevation (ft) PB-1 8423 18 %z 823% PB-2 833.5 12 821 2 PB-3 831.9 9 822'Z It should be noted that the loose and soft soils found at many locations could cave- in during excavating. This will likely require installation of a temporary casing for support of the soiLs before the aggregate is placed. 1f drilled piers were extended to the depths indicated above, then we would expect Oslund Timberline Addition - Lots 3-5 Block 3- Ea ag n. MN N 1298/N6295 Paee I I end-bearing capacities of 3,000 psf would be obtainable. Due to the nature of the onsite soils, side-friction cohesion would be Low, in the range of 250 psf. A structural engineer would need to design the size and location of the piers. GeoPiers Alternately, GeoPiers could be used in place of drilled piers. Geopiers are constructed by drilling a shaft into the ground and ramnung select crushed aggregate into the shaft in thin Lifts. The compaction of the aggregate with a rammer will provide lateral pressure that increases the stability and allowable soil bearing pressure. The foundation would then be placed upon the crushed aggregate columns. For GeoPiers it is recommended that footings be designed 30 inches wide to match the geopier configuration and that the concrete floor slab be constructed a minimum of 5 inches thick. The advantages of this method are similar to other deep foundation methods, they do not require dewatering, there is no lateral oversizing, and it can be done in adverse weather. It should be noted that the soft soils found at many locations could cave-in during excavating. This will likely require insta(lation of a temporary casing for support ofthe soils before the aggregate is placed. The GeoPier Foundation Company would be able to provide estimated costs for construction at this site. If this foundation option is to be pursued, McGhie & Betts can coordinate with GeoPier Foundation Company and send them the inforniation needed for them to provide foundation design and cost estimations. Oslund Timberline Addition - Lots 3-5. Biock 3- Eagan. MN N1298/N6295 Paeel2 Floor Slab Support The existing organic clays and uncontrolled fill would be very poor for floor slab support due to their compressibility and high potential settlements. [f the excavation and replacement foundation option is chosen it will also provide a suitable granular fill for placement of floor slab. If the deep foundation option is chosen, than additional floor slab design will be needed. The preferred option for floor slab support for drilled piers would require the installation of a grade beam system and structural slab to support the floor area. Likewise, GeoPiers would require a grade beam system or the installation of additional GeoPiers within the floor slab area to provide support. With 4 to 8 feet of fill already placed upon the organic soils and more fill planned to reach final grade, high settlements can be expected beneath the floor slab unless proper methods are taken. Fills placed beneath the floor slab should be compacted to a minimum of 95% of the Standazd Proctor, ASTM D698. Earthwork The owner and the contractor should make themselves aware of and become familiar with applicable local, state and federal safety regulations, including current OSHA excavation and trench safety standards. Construction site safety generally is the sole responsibility of the contractor. The contractor shall also be solely responsible for the means, methods, techniques, sequences, and operations of Oslund Timberline Addition - Lots 3-5. Block 3- Ea an. MN N 1298/N6295 Page 13 construction operations. McGhie & Betts is providing the following information solely as a service to our Client. Under no circumstance should McGhie & Betts provision of the following inforniation be construed to mean that McGhie & Betts is assuming responsibility for construction site safety or the contractor's activities; such responsibility is not implied and should not be infened. Many geologic materials deteriorate rapidly upon exposure to air or water after excavation. Unless otherwise specifically indicated in this report, walls and floors of excavations must be protected from rain, water, and freezing temperatures throughout the course of construction. Where settlement is not critical, such as in lawn areas, reuse of the on-site organic soils may be acceptable. We do suggest that these soils be placed and compacted with normal compactive efforts and, as a guide, we suggest compaction be to 90% of the Standard Proctor in these non-critical azeas. Where compaction is critical, such as beneath the foundation, driveways, sidewalks, etc., cazeful selection of the backfill material will be required. The onsite organic clays and fill materials would not be suitable for fill placement at many locations. We would expect that an imported granular fill would be required in these critical ateas. This engineered fill should consist of a granulaz material with less than 12% passing the #200 sieve. If any fill is placed beLow the normal water level or on saturated soiLs, we recommend that clean free-draining sand with less than 40% passing the #40 sieve and 5% passing the #200 sieve should be used. We also suggest the initial Lift of fill be of sufficient depth to minimize disturbance of the natural soils during compaction. Oslund Timberline Addition - Lots 3-5. Block 3- Eaean_ MN N1298M6295 Pape 14 Cold Weather Construction It is our understanding that construction is expected to occur during the summer months. If cold weather construction should happen to be necessary, it is our recommendation that all frozen soils be removed from the areas to be filled and that no frozen soils be placed as fill. All fill placed for foundation support should be protected against freezing temperatures. This includes protecting all foundation work from freezing temperatures and providing non-frozen backfill. Proper precautions should also be taken to prevent frost penetration beneath the foundations following construction. Perimeter footings for heated structures should be placed a sufficient depth for protection against frost penetration. Current code requirements suggest footing depths of at least 42 inches for heated structwes in southern Minnesota. CONSTRUCTION Site Observations The soil conditions illustrated on the attached boring logs are indicative of the conditions only at the boring locations. For this reason, we recommend that all completed excavations at this site be observed by a soils engineer prior to fill placement or construction of any foundation elements. These observations would be necessary to judge if all urisuitable materials have been removed from within the planned construction area and an appropriate degree of (atera] oversize has been provided. Oslund Timberline Addition - Lots 3-5 Block 3- Eaean. MN N 1298/N6295 Paee I 5 We recommend that the owner, architect, engineer, and contractor be notified nnmediately if the subsurface conditions encountered during construction differ from those logged in the geotechnical report. We also recommend that the general contractor or owner contact us to discuss any changed conditions. We aze available to review our recommendations or complete further testing should a changed condition be encountered. Testine We also suggest a representative number of field density tests be taken in all engineered fill placed to aid in judging its suitability. We suggest that at least one density test be performed for every 2,500 square feet of engineered fill placed, for every 2 feet of fill depth. Any proposed fill material should be submitted to a construction materials laboratory for testing to verify compliance with our recommendations and project specifications. Performance of the engineered fill and backfill at this site is dependent upon all unsuitable soils being removed prior to fill placement and that adequate compaction is maintained as the fill is placed. We suggest that a qualified soil engineer or technician observe all excavations prior to fill placement and that density testing be performed within the fill material. Area Recommended Compaction (Standard Proctor ASTM D698) Beneath Foundations & Oversize 98% Beneath Slabs 95% Wall Backfill 95% Green Areas 90% - 95% l Oslund Timberline Addition - Lots 3-5. Block 3- Eagan. MN N 1298/N6295 Paae 16 Plan Review We recommend the owner retain McGhie & Betts to perform a review of final design drawings and specifications to help assure that the geotechnical engineering report has not been misinterpreted. Additional exploration would provide more detailed information regarding the subsurface soils at this site. EXPLORATION LIMITATIONS All reports, logs, field data, notes, (aboratory test data, calculations, estnnates and other documents prepared by McGhie & Betts aze instruments of service and as such shall remain the property of McGhie & Betts. McGhie & Betts has endeavored to conduct the services identified herein in a manner consistent with that level of care and skill ordinarily exercised by members of the profession currently practicing in the same locality and under similar conditions as this project. No other representation, express or implied, is included or intended in this document. Oslund Timberline Addition - Lots 3-5. Block 3- Eagan MN N 1298lN6295 Page 17 APPENDIX A LOGS OF PENETRATION TEST BORINGS :-0 ? ? a i ?y d ? i s a? s .? M . -„ ? ? b ? : G? r ? ? I OSLUND TIMBERLINE ADDITION BLOCK 31 LOTS 3-5 - • . . ? _....8?r?e ?r -----? ? ?====0 Nm X. 8??0 CF Bkyllk Cl fi ?. ? SkyNna R. ?y• Rt4yCHwiOf Skoy Q . ? ?- §;;;:-- ...._-?.? ? _ , #? ?f?:--.:._. '%P9 td . ! ? . . _ . . I? ? - Site Location ji . I ?? - X. / I 4 . LOG OF TEST BORING PROJECT: Oslund Timberline Addition CLIENT/MBI N: N1298/N6295 LOCATtON: Eagaii, Minnesota BORING NUMBER: PB- l DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N SAMPLE LABORATORY TESTS (FEET) SURFACE ELEVATION: 842 3 USCS ORIGIN R 3 No. 7YPE Mc DD LL PL Qu/eqD . ? 0 Fill, MosUy Organic Silty Clay & Silty Sand Fill Fill 1 - 1 HSA 2 3 5 2 SB 4 5 6 7 3 SB 7 Fill, Mostly Silt with Sand 8 5 4 SB g Organic Clay, Qlack, Roots Present, Very SoR OL Topsoil 10 11 3 5 SB 12 13 2 6 SB 14 15 - 16 4 7 SB 17 18 19 Silty Sand, Cmey, Moist to Wet, Medium Dense SM Mixed Alluvium 20 21 tl S SB 22 23 24 25 26 18 4 SB END OF BORING 27 28 29 WATER LEVEL MEASUREMENTS START: 6/20/06 END: 6/20/06 DATE 'ITME SAMPLED DEPT'1I CASQdG DEP'I'1-1 CAVE-M DEPTH WATER DEP'CH BAILED DEPTHS METHOD CREW CHIEF 6/20/06 8:30 AM 26' 24' 14' 3 1/4" HSA 0' - 24' Maxim McGhie { c Betts, Inc. LOG OF TEST BORING PROJECT: Oslund Timberline Addition CLIENTlMB[ #: N1298/N6295 LOCATION: Ea an Minnesota BORING NiJMBER: PB-2 DEPTH DESCRIPTION OF MATERIAL GEOLOG[C N ? SAMPLE I.ABORATORY TFSTS (FEET) SURFACE ELEVATION: 833.5 USCS ORIGIN R 3 No. TYPE u,tc DD LL PL Q,ntQD 0 Fill. Mosdy SiVty Sand Fill Fill I - 1 HSA 2 Fill, MosUy Peat and Organic Soils 3 7 2 SB 4 Fill. MosNy Sand, Fine to Medium Greined, Fil) 5 Brown - Organic Clay, Black, Soft to Very Soft OL Topsoil G 5 3 SB 7 8 5 4 SB 9 10 11 4 5 SB 12 Silty Clay with a Little Sand, Light Grey, Fimt CL-ML Mixed Alluvium 13 15 6 SB 14 - y14 Sand with a Little Silt, Fine [o Medium Grained, SP-SM Coarse Alluvium IS Brown, Waterbearing, Medium Dense 16 7 ll 7 SB 1 18 ., „_. .:; 19 Lean Clay, Brown, Hard CL Fine Alluvium 20 21 28 8 SB END OF BORING 22 23 24 25 26 27 28 29 WATER LEVEL MEASUREMEN'I S START: 6Y20/06 END: 6/20/06 DATE TTME SAMPLED DEP'1'H CASING DEPT'H CAVE-IN DEP173 WATER DEPTH BAILED DEPTHS METHOD CREW CHIEF 6/20/06 930 AM 21' 19' 13' 3 1/4" HSA 0' - 19' Maxim 6/20/06 10:00 am 21' 19' 7' 4' MeGhie c Betts, Inc. ..? . LOG OF TEST BORING PROJECT: Osiund Timberline Addition CLIENT/MBI #: N1298/N5295 LOCATION: Ea an Minnesota BORING TTIJIvtBER: PB-3 DEPTH DESCRIPTION OF MATERIAL GEOLOGIC N ? SAMPLE LABORATORY TESTS (FEET) S[JRFACE ELEVATION: 831 9 USCS pRIGIN R 3 No. TYPE htc DD LL PL Q??RQp . ? 0 Fill, Mostly Sand with a Little Silt Fill Fill 1 - I HSA 2 3 3 _jZ 2 SB 4 Organic Clay, Black, Very Soft OL Topsoil 5 6 WH 3 SB 7 g Lean Clay, Brown, Soft CL Fine Alluvium 5 4 SB 9 Sand wi[h a Little Silt, Fice to Medium Grained, SP-SM Coarse Alluvium _ - l0 LightGrey, Moist, Medium Dense 11 IS 5 SB 12 Sand, Fine to Medium Grained, Brown, Wet, SP 13 Medium Dense 22 6 SB 14 Sand with Silt, Fine Grained, Brown, SP-SM Mixed Alluvium IS Waterbearing, Medium Dense 16 ?.c r 26 7 SB 17 18 'kililzi otrr.u. 'iili:L 19 [111:.[ ila •:tllf:M1 20 i; rnu:cr gand with Silt, Fine Gtained, Brown, Wet, Dense 21 rn.n. 34 g SB END OF BORING 22 23 24 25 26 27 28 29 WATER LEVEL MEASUREMETITS START: 6/20/06 END: 6/20l06 DATE TIME SAMPLED CASWG CAVE-IN WATER DEPTH DEP"I11 DEPTH DEP"1'H gAILED DEPTHS METHOD CREW CHIEF 6/20/06 10:30 AM 21' 19, 8,5' 3 1/4" HSA 0' - 19' Maxim 6/20/06 I 1:00 AM 21' 19' 6.6' 3' McGhie c? Betts.Inc. 1 a SYMBOLS AND "('ERMWOLOGOY ON TCS"f' E30RING LOG SYM[30LS SvmMil HSA IA _IIA DC RC PD CS DM 1W SB L T 3TP TO W 6 r _Q X N CR WL ? NMR DcscriPlion 1-1/4" LU I lollow slcm augcr 4", G" or I U" Jionxtcr Ihghi augcr 2", a". or G" hand augcr 2-I12", 4", 5", nr G" stccl Jrivc casing Size A, f3 or N ruury casing Pipc drill or dcanout lube Continuous split bartel samphng Drilling mud Jcuing watcr 2" O.O. split barrcl sampling 2• V2" or 3-I/2" O.D. SD Ifncr samplcr 2" a 3" thin walled tubc samplc J" (hin walled tube using pitcher samplcr 2" or J" ihin wallcd tubc using Osterbcrg samplcr Wash samplc Bag sample Tcst pil sample BQ. NQ, or PQ wire linc systcm AX, OX, or Nx doublc wbe barrel Sundard pencvation test, blows per foot Core recovcry, perccnl Waltt level Water level No measurtmeni recorded, primanly due 10 presenee ol Jrilling or coring fluid. 5 vn ibo I I)cscnpUOn W WaICrconlcnl,"/,(ASI'M••U221G) D Dry dcnsiiy, pcl' I.I. I.iquiJ limil (ASl'M U4318) PL Plastic limil(ASFM 04318) l csi -inscrts in lasl column (Qu or RQI))- Qu Unconlincd compressivc strcngih, psf (ASl'M 02 1 66) Pq Pcnctromctcrrcading,tsf(ASiMD1558) Ts Torvanc rnding, tsf G Specific graviiy (ASTM D854) SL Shrinkagc limits (ASTM D427) OC Organic conlenltombuslion mtthaf (nSl'M 02974) SP Swcll pressure, isl'(nSl'M D4546) PS Pcrcem swell under prcssure (ASTM D4546) fS Frce swell, % (AS'(M D4546) SS Shrink swell, % (ASTM D4546) pH Hydrogen ion content-Meter Mahod (ASTM D4972) SC Sulfate conlenl, pans/million or mg/I CC Chlondc conteni, pans/million or mg/I C. One dinxnsional consolidalion (ASTM D2415) Qc• Triaxial compression (ASSI'M D2850 and D4767) D.S.' DiretlShwr(ASTMDJOSO) K• Coeffititnt ofpertneability,crrJsec(nSTM D2434) P. Pinhole Icst (ASTM D4647) DH' Double hydromcter (ASTM D4221) MA• Particlc size analysis (ASTM D422) R Laboratory dectncal resistivity, ohm-cm (ASTM G57) E' Pressuremekr deformaiion modulus, is((ASTM D4719) PM• Prcssurcmcler tesl (ASTM D4719) VS' Field vaneshear (ASTM D257)) IR• Infiltromtter test (ASTM D3385) RQD Rock qualily designation, perccnt •Resules shown on attached data sheei or graph ••ASTM designates American Society for Testing and Materials TERMINOLOGY Particle Sizes Soi( la erin and Moisture T? Siu Ranee Term Visual Observation Bouldas > ? z?• Lamination Up to 1/4" thick stratum Cobbla 3•' - ? 2'. Varved Altering Iaminations ofany combinaiion o( Coarse gravel 3/4" - 3" clay, sill, fne sand, or colors Fine gnvcl p4 sieve - 3/4" Lenses Small pockcls of differcnt soils in a soil mass Coarusand tt4 -ti10 sieve Stratified Altering layers of varying materials or colors Medium san d p 10440 sieve Layer I/4" to 12" thick stratum Fine sand p40-t1200 sieve Dry Powdery, no noticeable water Silt 100% passing #200 sieve and > O.OOSmm Moist Damp, below saturation Clay 100% passing q200 sieve and < O.OOSmm Waterbearing Pervious wil below water Wet Saturated, above liquid limil Gravel Content Standard Penetration Resistance Coarsc-Grained Soils Fine-Grained Soils Cohesionless Soils Cohesive Soils Y ? Descriotion oo Gravel Descripiion N-Value Rclative Densitv N_Value Consistencv 2-1 5 A little gravel < 5 Trace of gravel 0-4 Very loose p_q Very soft 16-49 Wilh gravel 5-I5 A litdcgravcl 5-10 Loose 5_8 SoR I6-30 Withgravel II-30 Mediumdcnsc 9-15 Fi?m 31-09 Gravclly 31-50 Dcnsc 16-30 1{ard >50 Vcry dcnse > 30 Very hard NUl'ICI; I'O RI;PC)IZ"f USI:RS f30RWG LOG INPORMA'1'fON Subsurface Profilcs The subsurface stratification lines on the graphic representation of the test borings shows an approximate boundary between soil types or rock. The transition between materials is approximate and is usually far niorc gradual than shown. Estimating excavalion depths, soil volumes and other computations relying on the subsurface strata may not be possible to any degrec of accuracy. Water Level McGhie & Betls took groundwater level readings in the exploratory borings, reviewed the data obtaincd, and discussed its interpretation oFthe data in the text of this report. The groundwater level may tluctuate duc tn seasonal variations caused by precipitation, snowmelt, rainfalls, construclion or remediadon activities, and/or othcr Cactors no[ evident at the time of ineasuremeni. The actual determination of the subsurface water level is an interpretative process. Subsurface water Icvcl may not be accurately depicted by the levels indicated on the boring logs. Normally, a subsurCace exploration obtains general information regarding subsurface features for design purposes. An accurate deterniination of subsurface water levels in not possible with a typical scope of work. The use of the subsurface water level informaiiai provided for estimating purposes or other site review can present a moderate to high risk of error. The following information is obtained in the field and noted under "Water Level Measurements" at the bottom of the log. Sampled Depth - The lowest depth of soil sampling at the time a water level measurement is taken. Casing Depth - The depth to the bottom oF the casing or hollow-stem auger at the Iime of water level measurement. Cave-[n Depth - The depth at which the measuring tape slopes in the bore hole. Water Level - The point in the bore hole at which free-standing water is encountered by a measuring tape dropped from the surface inside the casing. Drilling Fluid L.evel - Similar to the water level, ezcept the liquid in the bore hole is a drilling fluid. Obstruction Depths Obswctions and/or obstruction depths may be noted on the bonng logs. Obstruction indicates the sampling equipment encountered resistance to penetratioa (t must be realized that continuation of drilling, the use of other drilling equipment, or further exploration may provide information other than that depicted on the logs. The correlation of obsWetion depths on the log with conswction features such as rock excavation, foundation depths, or buried debris cannot normally be determined with any degree of accuracy. For example, penetration of weathered rock by soil sampling equipment may not correlate with removal by ceRain types of construction equipment. Using this information for estimating purposes often results in a high degree of misinterpretation. Accurately identifying the obstruction or estimating depths where hard rock is present over the site requires a scope of service beyond the normal geotechnical exploration program. The risk of using the inCormation noted on Ihe boring logs for estimating purposes must be understood. 3147264744 ? 11/13/2006 15:47 3147264744 OFFICE PAGE 91/14 A FAX FR4m ENGINEERED TECHNOLOGIES, iNC. 1154 Reco, St. Louis, MO 63126 314/966-3077 - 1-877-966-3077 - FAX 314/726-4744 Featuring the M?"L SIS??':= To: _VA.t..e 'eJGt4 P,uate: 1v13I0-G Pages Sent: , ',jl FRQM: K-.(GF*gn &5I 615 5694 _ sUs,ECr: Iwr-i3 V-ezkW6'5TW ? Urgent Cl For Review C1 Please Comment El Please Reply ? Ple2se ReCyCle 0 Orr.ginai will not fol.low ? Original will, fOl.low Uy: ? Reguiar .Mail ? Overnight or Courier 0 ? mwwl r.e.ys %n a. r.? ??SL CZVI? ? 2., kb i ?Gw + ? ?^l C?w?a J ? E?t Y?sOT"s Q?, ??? p? c ) ?I i?x ? iq?n?s ? o, ?2 h "c?r? I ?s`1t c?, ?,?? "14 eia 4 C"4A t,di dn r?c? Cow-?- 1ZeA- COTIFIDENTIALITY TdOTiCE: The documents accompanrying this EAX Rransmission contain confidenicial infomlation betonging to the seinder which is Iegally privileged. The inforn+ation is intended only for ihe u;e of Rhe !?nd'rvidvxi or emTty n•rmed a6ove. ff yov are not the intended rECipient, yoq dTE IA41'Eby IfOtif1ild tRWt ariy disClpS4lC, Copyiflg, distribution or taking of any action in weliance on the cunteMS of this FAX inPonmation is strictly prohi6ited. tf yau have recaived thisTAX in error, p[ease notify us immediatety by setephone W arrange For the return of this docwnent to us. IF YOL[ DO NOT RECENE ALL OF THE PAGES SENT, YLBASE GALL ME 1hIMED[ATELY. 11!13/2006 15:47 3147264744 OFFICE PAGE 02114 1154 Reco, St, Louis, MD 63126 1 •877-866-3077 • 314I966-3077 314I126-4744 FPJC d ./,s??J+??? ? Setting the Standardfor Excellence At Eng3i;tzeered Tecbatologies, Tuc. (ETI) we really appreciate the vote of confidence that customexs like GTE, ATBzT, the U14vexs;ity of Missauzi and many ather major clients have gitvm us. Wla.en these and other en&eexs sp ? we not only "rise to the challenge" TJa.e FASTEEL* Systeyn.s offer DRIVEN T'ITAN HDP piering sysi and TIE-BACKS foz foundati.on aa ox aid you iza devalopi.ug the correc "ONE SIZE FTTS ALL" product. custom design capabilities for any "FASTEELW SYSTEMS" in their designs, .. We set the Standard for Excellence. :)th. PIPE I-MC,AL and HYDRAULICALLY uaPaten.tNo. 61.83167 forfouudati.on stabilization f zetaizuuo.g walls. We can work wi.th youx deszgn system for your application. ETI does not offez a Te have a zau,l,titude of product configurations and mtroft or new construction project. 4ur staff wi.ll team with yau to n pzoject. Let us work with yau and to any stabilization situation, ize efficiency and cammurucation during 1:he client to effect a quzek, eost efFective solution Exdwslvo Pmducts Ava3iaW{a: FlaW 51ee1 Piers Titan Pipe Piering System Anchota (ar Waii Straighlening Fes-FIO° Weteproofing 11513/2066 15:47 3147264744 OFFICE PAGE 03i14 2810 Clark Avenue a St. Louis, MO ChemiCal, MetallUrgit8l, Mechanical, Nonde ENGIEVEEREP.} TECHNOILOGiES 7154 Reco Ave. St. Louis, MO 63126 SAMPLE 1D: 6LA. HELICAL PIERS SUBJECT. Loacf Test (Per Client's February 24, 2006 Lab. No.08P-0726 P.O. No. verbal Bob Page 2 of 2 TEST PROCEDURE: Each pier was loaded, in compression, a 10,000 Ib. increments. hiolding time for each increment was a minimum of ?_ minutes, tap to the rated loa'd, at which point the load was held for a minimum of 10 minutes. Testing was performed on the above parts using a SATEG UniVersal Tester, 5/N 1269. ? REStlLTS; See the enclosed data sheets for load vs[ defiection values Idan2lNcanon of tosted specimens provided by the client. KS/tlv $Ghrf11?, C?IY2C'C01' aterials Testing . . :ir C? ' . ? • ? , , •?` '.?. ' :, ?a '? •?ti ` \ ` A vl! - ^ ? ? ? ? .. ? } ., ?!? s;? , K5Y i¢.L. ? A ?»e.?? i?• .i%' ?s14{ ' ...,. f i., ?Oi . ,.'!. • 7J i • ? ' .. .1... ':. ? u u ?'. ? ` AN OFFIGtAL COPY OF TFST RrsPORT IlL BE PROVIbEb OV THI9 LABOlinrqpY ON REQUEST. .. cre+fldat., nb, o3,q7.01 NqY OKFiCtAL W17HOVT TIlF_ RAI8 9D SEAL OF ST. i,qUfS TF_STING LA90RATORIES, WC. CeMBCnte No. m97-02 SEF RE 1/ERSE KOR QONDIT1ONS. I t p3-2574 9 (314) 531-8080 a FPJC (314) 531-8055 rctive, Environm6ntal T95ting, Anafyses snd Fleld Servica. 11?13I2006 15:47 100000- , R000( .^ 6004( ? a ? ? ? ? aoao( 2000( -0`. 3147264744 ? , ? ; , ? / 30 -o. o1s 1 1 n.o 1s 0_0 30 0.0 45 OFFICE PAGE 04/14 Test Results Width: 0.5060 in Thickness: 0.2510 in Area: 0.1270 in2 i ensile Strength: 90940 psi Peak Lead: I15401bf Tangent Modulus: 23.0 Msi T.,oad a.t 4ffset: 81421bf Stress at Of.f'set: 64100 psi Total Elongation: 23.0 % k'retest Punch Lengtih: 2.0 .in Posttest Punch Length: 2.46 in Strani (in/in) Test Snminary Counter: 32786 Elapsed Time: 00:0I:19 SampIe: et Lah No: 06p0726 .. 0 :ar: dd Proceduse Name: Newflat Stazt Aate: 2/24/06 Start Tizne: 2:37:01 PM , End Date: 2124/06 End Tirrae: 2:38:201PM Wozkstation: 8T. Louis Testing Laboratories ? ??+?? 1'+• t'[? ? ? •, r•?..?. ??I .- ... . ?? Y? .. `'?:.',• ,.L.7? .?- ? :'"'C? , ?? , . `'?'- ^ `' ? • ?,? i ? ..?'`? r •. ' .. ?J ? ??.?''?-'! t'%' T?l'?iC??C-??;?ti1i ?f'?'?f?/?IIlNI!!l f l ? ? ? ? 0 a Position (in) Test Summary Counter: 32758 Elapsed Time: 00:00:52 Lab No: 06P-0726 S' ,le: Z-7/S T. '.iuze Name: LOADvsDEFLECT.T,ON Stai-t Date: 2/24/06 Start Time: 11:13:17 AM End Date: 2/24706 End Time: 11 :14:09 AM Workstation: ST. Louis Testing Laboratories OFFICE Test Resntt5 Peak oad: 1289001bfi ..r..wr. ?., sr.f?." . . ,/'I',. ?.•r- .•'.,nrr`. 1 ?• ?? ?% - . , ' •?7 t ?r-y'E'?p? • • ' 'k :,;n,.?. r?.. PAGE e5/14 11/,13/2006 15:47 3147264744 ? .? ? .?. 7? cl 0 ? Pasition (in) Test Summary Countex: 32750 Elapsed 'Z'ime: 00:I9:40 Lab No: 06P-0726 S• ,'e: 8" Flight 2-7/8 Shaft P. ' ure Name: LOADvsDEFLECTION Statrt Date: 2/24106 Start Tizxae: 8:35:54 AM End Date: 2/24/06 End Time: 8: 55:34 AM Workstation: ST. Louis Testing Laboratories ` ?.? r ?. ??i'? f'•• `4?!^ ..' ?.. i? `•^-r'? ?-r. „ • G :.'i . ? •" <:/ 'i ?ti .a? ? y 'f'rli'.JllfE11:116 OFFICE Peak Load.: Test Aesults 1255001bf PAGE 06/7.4 11/13/2006 15:47 3147264744 c ? ? ? O r-a P05ifzOZl (izi) TeSt Sllmma2'y Counter: 32756 Elapsed Time: 00:24:02 LaU No: 06P-0726 . S?°-1c: 10" F'light 2-7J8 Shaft pi lure Name: LOADvsDEFLECTION Start Date: 2/24106 Start 7'ime: 10:45:29 AM ` End Date: 2/24106 End `Y'ime: 11:09:31 AM Workstation: ST. Lauis Testittg Laborataries , . . , -•' ! I' f.'j? OFFICE Peak Load: Test Results 125300 lbf PAGE 07/14 11413/2066 15:47 3147264744 11/13/2ee6 15:47 3147264744 OFFICE PAGE 08/14 ? .? ? ? 0 ra POSIYIOfl (Iri) Counter: Elapsed Titne: Lab No: S° ---1e: I ` ,Iure Name: Start Date: Start Time: End Date_ End Time: Workstation: Test Summaty 32753 00: X8:56 06P-0726 12" Flight 2-7/8 Shaft LOA,DvaDEFLECT,TUN 2I24/06 9:27:30 AM Z/Z4106 9:46:26 AM ST. ]Louis Testing Laboratories Peak Load: ?{e:` . '??' ,•_-;- '='::,.?O,A ?:• .Z?.:?.:. *? ' r?} :?. . ? . ;.: -. .. ? 7? r '-_'i,, ,:.: ?.,.-?••':??? c •??'?-7?iir.?ln?tf? ? Z ? Ti est Results 126100 Ib# 11/13/2006 15:47 3147264744 DFFICE PAGE 09t14 2810 Clark Avenue • St. Lauis, MO 63103-2574 •(3i4) 531-8090 • FAX (314) 531-8085 Chemical, Meta/lurgicai, Mechanicaf, fVOndesfrucilvs, Envlronmenfal Testing, Anaryses and Fie1d Service. ENGIIVEERED TECHNOLOGIES . February 24, 2006 1154 Reco Ave. Lab. No.06P°0726 St. Louis, MO 63126 P.O. No. verbal Bob }'age 1 of 2 Attention: BOB 17URIAVBG R??QRT OF MEC!-iANICAL ?'EST$ SAMPLE iD: 1 EA. 2-7/8" Tube i EA. 3-1/2" Tube A?? Sq. Compress Yieid Tensile Etcngation Sample im Width Thickness 9nches ion Strength Strength (2.0" Gage Length) Inches Inches Stren th PSI PSI In. % 2-7i8" Tube "120000 -- -- -- `_ Full Size 3-1/2" Tube *120000 -- -- ° -° Tube 0.5060 0.2510 0•1270 0.1270 64100 90900 0.46 23.0 *Fufl size longitudinal 1.0' speCimen-maximum UTM capabilities with no visible deformation. Rectangular, reduced section tensiles Yield taken at.2% o#fset ` Tested in accardance with ASTM A 370-03a ldenfHicanon of tesfed speclma»s provided by the clienf Schmitz, Director .: r . • _•? . irisls Testing KS/t!v ', . • '.' :, ,. r` ?-r, •??, . . ;??. . ., ? ='. , ? ?? ' ,+•a • V ':?w y?f c i •4: Z ?+{E? n. ?• f?? t .- . n -". ?s1 (?? •1? .........ri? . .'y ?-. L'?. .1?{ 1 ;7..?+?: ,-v:? ? ?`?'%i::.?AI:?•lst?. i? ?..e4y?'.7i'?;..???y " Ah7 pFFICIAL GOPY OF TEGT AEPORT WII.L BE PROVIDED HY THI3 L480RA70qY ON RF,QUEST. CedlOcate No. 0397-01 NOT OFFICIAL WITHOU7 FHE RAISED 3EAL OF St ?OUIS'MSYwG LABOAATQHIES. ING- ' ?anmovca No. 03P7•7I. SEE RFVERSE KOq CONDITIQNS. R '%. , 5 !;: ,=n :' ? ' .. Fn . I'. ?, , 11413f2066 15:47 3147264744 OFFICE PAGE 10f14 x R 0 N ? o I I a F N I m h J o {n d r . _?. x o m }, ?Qj ? ao o c u ? p Q ? J a ?0 d ? .- ? ..w ?,a.? ? ? ,y ? M M ? Q ? ? N ? G ? ? tU W 4! L,J LL x ts! ? }- ? CI V o °' G ?.?• f 1 ° c' ! ? • r? e" ,.. `:? n R . ? ?, 1 ' 1 lnsy? ? ? ?ti? ? Lfl Ha wr ?o 0 KW? ?gm 1 L .40 ? ? ? m E3 6'1WJ a?+a z Wc.? ° s ? c = ? azdo 1 h A w P 0 PlOTES. 1. ALUMINUM COATED AF"TER FABRiCATION 2, ANCHaR DESIGNED FOR 8,000 FT-LBS C]F INSTALLATIpN TORQUE. e ;:. .-. •??. .,: ? :?.• - ?, , r j ?? - '•%'•`Y71/!!lflf ' nu.gaacrmru.?nrssn . {AY6ERIHfiWFPIf?IW1I.Nl? irEfmEnvamac aMKxrn ?utul a a TY ITEM EIESCRIPTIpfV 3' PHE-0004 _ 5' PWE-0005 7' PHE-Q006 T°;'K?s FASTEELD SYSTEMS UNLESS ONCQtANi1P;G FIED 2 7/8' PH E E x t W.X ar RG 9g vnar41lPHE-Q906 ? swe iua,?6Jl2/C3 5 ;3 OF a ? z i Corrective f3uilding, lnc. ; Es a dealer in good standing tivhose representatives have successfully completed the required course of A1VALYZAT'lON AND INSTALLAT'14N 4F TWE T1TAN hlDP & HELICAL SYS1'EMS e Presented by FASTEEL'°lFoundatian 3'achna gy, lnc, St. Louis, MO Expires April 2005 t ? n 0 ?. ? m • .. _,?. ?.. . .. ? H l ? A . r . • . ? ; ? ; -\`? ° ' ? . . ?> I??iSTAY.iA`CION SHEE' I2 TY`['AN HDP & fTELTCAL Job N,-kme Address DRIVE HEAD USED ON TNIS JOB: 6,225 Ft.R ? 6,500 Ft.# O 30,004 Ft.ff: ? Other CreFV Chief on this 106: (Print)Sigrtature: # Bags of Conerete tESed: Date Siarted: Date Finished: TiTgn Flelical ' Inspecfor: Thorite used: C J: TiTan TiDP Stecl Stze Used: 27/e 3'J" OD Pipe }Ielicai 3.5" OD TiEan FiDP 23V" L.S. TiTan HDP Page _ of ? ? ? ? co N m m m ? ?n A J E o6 ? a F w ? ? e o ?ia NUAffiE4 9R iCM ORtll W • oevea ievEL srxucrunE A , . EXTEliS[UHS INFFGT 10BQUE FtOVEVF1R REA1A0.K5 v N E<LCglh E,LL,Ih: Esclyh Ex?Lg?i[ ExcL3[k 8a1].gRr; E?1.6gIR A J Pa"I P51 P5? P51 PSE PSI ' PSI PSf A p FF.9 CF FtM DF FItl DF F121 OF Ft3 DF FtY OF FYd pP it:Y FxtLyh Eu.lgl6: EuEgih ExCLgh: ELLlglh EYtLgth F..r.?h: . na P51 P51 PSI PSI PSI P51 PSI DF FU OF R9 b8 ' Fid uF Fl'd DF . FT# OF ftJ DF Ft% DF F4 d EcLLglh: ExclgM fxLCpjk E4LgYi 2x[Lgtlc EV.LBid Ex[LgG4 P51 PSI P51 PSI ? PSI P9f 25I PSI DF FI"d DF Flt oF FtY DF FZS OF ii3 DP ElN " DP FYS DF Ftp ExtlglFc F_ri.LglA F.??e?d- Ex[Lgih: EaAg1& EscLyh: Eu.Lph P3[ PSI PSI P$I PSI PSE PSI ASi DF f7Y DF ttW OF Fii OF St3 OF A4 ,DF ftq OF Fl1 OP FtR E.t.Lnh: EscLgik Fxcigth: EaLgttc ExLLph: EiLLgUr. EztLjlh: ?SI pSi PSI P51 YS{ PSI P51 PS] OF 6Td OF Ktif UF FtI DF Fl3 Iif sti DF EtS DF FtA DF Fa 5 E:tLpL Fv.lglk MuLgIlr FacEglh: E%LgUC E.i Lgih Facr.igiGc PS! PSi YSS PST . PSl pS! PSI pgi . OF f'[a DF AN OF F?3 OF Rf DF tly OF FtO? OF Fld OF ELLL311L ExCLg[k ExtLgik Ealg?4 FxtLpk - Ectl.gth: Fw.L3ih: P51 A53 PSI PS[ PS[ PSf PSI P51 DF FI? OF Fx 3 6F - Fc. 6F Ft'i OF Ft tl DF - 61 a DF Ft 4 OF F13. ? D G"7 m 4'; J .. N P 4 ob Nawe: 3ab Mhr '_ nf _ ?- -- - ? - - .? ? FiIRf 'Cl'PL .JlSTE ? j f?NCHt]H OF OF N61.1X k..?.7?1R5i0115 DF?'R1 !E\'Nk. S7I2I1CiL;2@ . ".I NUA'ID€7l BRACI:ET DR7{UP MiEEi _ 7LIltQUE ASOvF.bSENF RFAtARKS W l'3 d 6xL2l6- Esttaih: TaiLglh: Em-LpU.: tva.lgtt: Elvd.$IFi Ezi14tfi: PSI PSI P53 PSI nS[ FSI PSI PSI DF t7N UF Fe A DF Ttf DF FlE DF FlX DF t1R DF }TR Df Ftli Eal1gU: EaLivh: EciL.g& LNi.LBd- Fxi.Lgti: E',.?ISIL E)RIOIk PSI PSI PSf PSI PSI Y3I 4S1 p51 DF FTA' DF F1f DF R@ DF RL DF Fl3 DP ' PtN . pF FlN DF fiA' E i1.?J:h: Eell,?h: EA[.g?b: Ex/.18?. £rt.l?1k 6a.Lglh: F?t.t$th PSI PSI PSI PSI !'S[ P9 PS1 P51 . DI P(N DF FtA DF Ftl AF fIA UF FIR DF . Fl/f DF FIK AF R4 Enlgfi: E.1-1-31h. Ea.LHoh: Ea.Lel6 Eti1.5U: - FstLglh: EM.L{1h: PSI PSI P51 fffi P9 PSf P59 PSI OF iTn DF F, F DF FtR OF flf DF ilK DT fiR DF HA DF PB . 61LLkth: EatLClk EaaLgd.: FatLgu? E.cigtk-- . Fxjglh: ExiLgth: Y51 PSf PSI YSt PSL P5f PSf Y51 bF f'{'P OF RO DF Ft4 DF Flk nF FR VF F7A OF FI} I}F hL - E.LL.?.M1: E.L].c+h: EaI.plh: Ecl,bnh EVLvh: ExLLypl: Eal.i9& r PSI C51 P51 PSI ?. P53 PSI PSI PSI DF fiP DF Rx DF n i DF FIR OF Ftg 17F FeR OF F[M DF F(A' Wlryth: Eq1.VT: 6a.LFk Fa43.51A: Ed.Lgth: Fi.1.LgL Fxt1Kb: P51 PSI PSI P51 P51 PSl PSC 4S1 UF 1*iC llf FtP DF Pt! DF Ftfr DF Ftp DF ' PI/ bF FlB ' 'DP AA - Exi lgL: Ertlgth: kmlgilc FzL141i: Ex1.41OL P51 PSI PSf P51 PSI PSI PSl ffiI i D7 C7R' DF FgG DF ft9 UE FIX DF FlF DF f1Y 6}' FlA' DF Fl9 , W V H LL O LL) m m N ? m ? ? ? ? INSl1LATION INSPECTION CHECKLIST FOR RESIDENTIAL BUILDING PERMITS PROPERTY LEGAL: PROPERTYADDRESS: _Wt-)I mL'.L?L-e?l.?'?? ?INSPECTOR: /IA/ -?• :?s.?,?j /.??.?;? ?1t-.,,L?? Lr?.!r,L ?' -1? INSPECTION DATE: 1?- i ?'z?' ????'1v1?? ? n'/c-y d ? l,,,i a d o ¢ r z Z SITE GRADING ??? All slopes 3:1 or flatter? ??? Slopes steeper than 3:1 require retaining wall. Are retaining walls present? ??.? Does grading conform to As-Built Grading Plan (+/- 1 foot approximately)? 0 ?? Does perimeter grading tie in well with adjacent propertieslundisturbed land? ??? Is there proper grading and/or drainage around Lookout or Egress Windows? EROSION CONTROL G?? Is Silt Fence (or approved equal) installed and in good working order? ?? D Is Sod/Fiber Blanket installed behind curb? ??? Is the Rock Construction EntrancelDriveway installed and in good working order (proper typeisize of aggregate, clean-not covered with soil, etc.)? 0 o? Is temporary vegetative cover w/ mulch present? ??? Is permanent vegetative cover w/ or w/o mulch present? (circle one) CITY EASEMENTS AND UTILITIES ??? Are all easements clear-no part of any building/deck/porch/retaining wall/etc. encroaching in easement? ??? Are catch basins present within the property or in the street in front of the property, if so are they clean, do they have the proper erosion control in and/or around them? ?? D Does the property have an Emergency Over Flow (EOF)? This can be found on the Certificate of Survey. if so, is it present and has it been graded properly? MISCELLANEOUS ITEMS ??? Is there tracking present on Public Right-of-Way/Street from construction site? ??? Is the driveway at the proper width at RoW line? (22 ft. max.)(Curb stop is at ROW line) ??? Is the site clean, no trash and/or construction debris lying around? ??? Was the proper type of building constructed according to the approved grading plans? (LO, WO, FB, R, eta) FOR ALL ITEIVIS REQUtRING ADDITIONAL FOLLOW-UP• NAME OF PERSON CONTACTED FOR FOLLOW-UP: COMPANY NAME: COMPANY ADDRESS: COMPAIVY TELEPHONE fVUMBER: DATE CONTACTED: DATE OF FOLLOW-UP INSPECTIO INSPECTOR: COMMENTS: G:/FormsJINSULATION INSPECTION CHECKLIST FOR RESIDENTIAL.doc Revised 2-06 'f Address: 1501 McCarthy Rd. Zip: 55122 Permit: 76121 THE FOLLOWING ITEMS WERE/?VERE NOT C0?IPLETE AT FINAL INSPECTION ON :??I ?L l. °" Yes No Comments Final grade - 6" from siding ? Permanent steps - garage Permanent steps - main entry Permanent driveway Permanent gas Retaining Wall or 3:1 Max Slope Sod/Seeded lawn ' TraiUcurb dama e Porch Lower level finish Deck Fireplace • VeriPy with your builder that roof test caps frm the plumbing system have been removed. • Turn off water supply to the outside lawn faucets before freeze potential exists. • Call the City's Engineering Department at 651-675-5646 prior to working in right-of-way or installing irrigation system. 4 BUILDING INSPF,CTOIt: 1 L/ 9 07 ANGELL RIR INC. Fax:952-746-5202 Mar 10 2008 07:1dam P002/002 a , . da#e: 3f101200$ Revision pate: 3/1012008 New Construction D??? Q?? Site Information D MAR 1 0 2008 Address 1: 1501 McCAR7HY RD Project #. PHAM Address 2: . Lot_ Block: g Y City EAGAN County: Subdivision: Aqpiication InforntaYion Business Name: MILLERVELLE MN Gontractor License #: Gontact Person: RAY AAILLER Office Ph: 512-723-7137 Fax: Cell Ph- Address 1? 1566 MURPHY PKWY City: EAGAN Stafe: MN Zip Code: 55122 House Details Square Feet: 3442 sq. ft. Avg. Ceiling Ht: S ft. Number of Bedrooms: 4 Ventiiation : Balanced Total VenEifation Capacity : 136 cfm. Minimum Continuaus Ventilation :75cfm_ Intermittent Ventilation: 61 cFm. Combwstion Analiance Weter Hea#ar. Power Vent Input BTUs: 75,000 lndependenUy Vented FumacafBailer: Direct VenUSealed Combustion Input BTUs: 100,000 Independently Vented (3ther Combustion Aaalianoes Gas Fired Direct Vent Firepiace(s): Yes Gas Fired Power Vent Firepiace(s): fVo Gas Fired Natural Qraft Fireplace(s): No Solid Fuel Appl:ance(s): No Exhaust EQUioment Continuous Exhaust Ventilation Capacity (cFm)- NA Clothes Dryer (cFm), 135 Exhaust Fan Rating (cFm): 600 Mak@-Up Air Total Make-Up Air Required (afm): 99 ? Passive flAake-Up, Round Rigid: 5 inches ar Insulated Flex: 6 inches Combustion Air Round Rigid Required: 5 inches or Insulated Fle7c 6 inches S /3/t/ ? ,4pplicant EVame (pn ? Signature/Date: Code Official (print): 5ignature/Date: f1 7f1l7Q ('mtorp?int FnarrtvAA?nnnnpenn I(Y()d T?SorhnninoS C`trin (??i?sl:..oc Daern 1 /'hn.,o,"T ?# 74 /,Z r /9?o/ i2/J October 10, 2007 Mr. Ray Miller Millerville lnc Eagan, MN 55122 RE: Oslund Timber Addition Lots 5 Dear Mr. Ray Miller. =Voigt & Associates, Inc. STRUCTURAL ENGINEERING SFRVIC.ES 1 4635 IdICOLS RD. SUITE 204 EAGAN, MN 55122 - PH. (651) 686-7727 FAX. (651) 686-8444 Per your request, we have analyzsd the upper floor exterior wall in the master bedroom in regards to the geometry being out of compliance with the prescriptive wall bracing codes. The plans tlhat are in our office, wluch we have analyzed, are dated 11-30-06 and drawn by Floyd Cathoun. In our engineered shear wall analysis we have assumed that you have fastened the exterior OSB wall with Sd or lGga sfaples spaced a maximum of 6" oc at the edges and bouudaries at 12" oc in the field We have also assumed that the interior walls are fastened with #G screws spaced a maxiinum of 8" oc ai the edges and boundaries at 12" oc in the fieid After review and analysis of the shear wall system of the upper floor (with the assumptions above), we have concluded Uhat the upper floor of the home on Lot 5 is meets/exceed all cuirent code requiremeNs for an engineeted system. Please verify the assumptions above, should they be incomect, notify us at once. The informarion and opu?ions contained herein are based upon the limited 'urvestigation described at the beginning of this report. No warranties aze expressed or implied regarding the existet?ce of other wilrnown conditions not specifically addressed. Our work is in accordance with geneially accepted engineering slandards and is not intended to be relied upon or transferred to individuals other tbac? the addressce. Should inforrmtian or conditions beoome known which differ fmm the dismsion herein, they may alter the opinions or conclusions of the undersigned. Please call if you have any questioas. Sincerely, A1 Malecha, PE ? Paul W. Voigt, PE 1 herebe cwtif9 that this P1an, apeaiPicfatM or report was Preparad by me or undsr mY `l; ? D t]irecst suPervieion and that I am a duly' ? gg&te d Professional Engineer tmdea' QL' 1 1 1 2007 the s of t,b.e s;ate Minnasota. r.t. 1Q,f &L Reg. ldo. 20705 ?????Vy C I T Y 0 F E A G A N CERTIFIED LISTING OF POSTPONED SPECIAL ASSESSMENTS LEGAL DESCRIPTION: Lot S, Block 3, Oslund Tinberline Addition COUNTY IDENTIFICATION NUMBER: POSTPONED SPECIAL ASSESSMENT: 10-55300-050-03 Utility Assessment $2,559.20 Pursuant to M.S.A. 429.061, Subd. 2, as amended by the 1980 Session Laws, Chapter 560, Section 5, I hereby certify that the City of Eagan has approved the postponement of the special assessments as set forth above on the property described. Dated this First day of ,7uly 1987 EXEMPT FROM STATE DEED TAX STAMPS This Document DraPted By: City of Eagan , 3830 Pilot Knob Road Eagan, MN 55122 4tE. VanOverbeke Clerk/Finance Director Certificate I, E.J. VanOverbeke, City Clerk of the City of Eagan, do Hereby certify tnat the foregoing is a true nd correct copy. a".n E. . VanOverbeke, City Clerk Exempt from Dakota County Deed Tax `COUNTV CONSEFiVAT10W ? DAKOTA COUNTY TREASIiREq D?? ?nh? Treasurer ? n 11 s. ..-, ., ; : 01=FICE OF THE COUNTY RECORDER-DAKOTA COUNTY, MN. CERT7FIED TFIAT THE WITHIN • INSTRUMENT WAS FILED FOA fiECORD IN THIS OFFICE ON AND AT JoL 10 9 z? Al '87 DOC. NO. 17w < -cli'y JAMES N. COUNTY BY: DEPUTY FEE CASH ? CHECK ? C ARGE JO CHARGE WHOM REFUND ,?- 16 ? ? 3- -12- ?- ^? _ ??.-??_? ` /.?'c?_ ?? ?? 89?9 / J-i[,(% / 7 r ? - ? ? ? ; - - - - - 1 'L 2 1 - 7 - ?--- - - " - - • 4 000 ? ? I ? • ? ?-? ??-???^?-.-'????.z^ ?.. _ ? ...Z -? ? ? ? - L _ _ 05 7L._ J'-!-',?4?1? h? Ji..r _.Cl./?'!..L-.tS? ? - _ _ _ f I - I ? ? - L ? a?_.._ ? ?_1?L.f?iLL<2 ?? • I - ' ? ? . ? "? - " _ S - oo ' I " ' ' /? /? aY?O_/,?-:sc??.1?'.t•.?1,JC_S5J_ ?_ . I . - - _ _ I J _ ? I ?,?/?4?d_/?•_ ? 1?ia - i ? I ? ? ? .. ? - _ ' ? '? ? "_ - - _ - _ - -I _ - _ - - _ __ ' _ - _ ? ?-? I A i - S o- - ? ? ? ?i-Yic.?32..1'd?tL'C •-_?z.__li? _ - I T - _ _ _ - - I _ - i f - + 3 i?S3sL?? l?.?s_iaf ' I .? ? A - - _ ? - - - 3i _ _ - - - m - { - - - -? -- - ? - - -- - - --- - --- --- - _- 91 ?--- /DO ? ???-- w i s a-?? ? ? t ???? ?f.7G I \v ? ?.. a 1 ? 4 ? 5 \_? ? ? • 3 ? '? i ? 3 , d ifi3s, \ i' ] {, ? I 3 7 ? ? I ? ? ^ . 2. . ?3• t 't 3 •G! .? , . ,? ?.., ? n t 1'? . . ? . ; ..t„' .. .,f . .r?;+:?, . , . ' • ;?. favor, it eyas MSOLVED to rejecti 2ll cids aLd t.o Ee-.d•;rax::ton for iiids aiL-er rev:tow- ing and xev{sing th. p1:.:.s so that the estimate could comz claser to ti:e eSt1Aa`^d badgeted coEt oi $200,00. Upon furthc; not:ion by Fo::3n, -eccndad P.alui, 1:.1 memba,.s c?tin, in iszor, :?t ?ass RESOLVED that the Ctty Ac?m?Lna.atYatoz br. av..'Zn?:i.?::_d to datermine wlieeher there weuld be additional outside funding sourres thae nay bs vraitab3p for construct_on to assist in the financing of the police facilit;. , FRF;E i?F.FF ?,T?i:stdT. Up?m motion by Sm3th, seconded Polzin, aZl membezs ccii-tg . yea., ih tfas RLSCLVF'D that Jarry Adams be approved as the Distrtct Fixe Chief for Sta.*.?.oa 1 realected by t:e Fire Depaitment members. PaR;: DEPARTZisNT -- ST?'?TS I'ERdD7NG. The Park Director had requested t?:st Y.oa .^. __} apply for st:te funds to help finance construction of cross-country ski trails covering tht a.?prcr.imate tiiree miles that have been instElled. Upcn ma':3on bv R2.11n, ssconded T•?schter, all m=mbers voting yes, it was RESOLVED that the City be :^ :hcxized Co applq Co thc Departsen*_ cf Natural Resources for funding to assist ir, .*.:Lor: nt the cost of the cross-country s k i tra i ls, an d furt her to au t ho r 3ze t he a p pL?;h;:1=!:-_ officlals to execute the necfl.,sary anplic2tion. _ --? TAX FOP.FE?T::A PP.OPF.:^•T9. The D4ayor next reconvened the public asses yreent hFa,~ing concerning 10 lots in Tinberline Addition coasisting of tax forfeited oroper:j. A r3sur,131 prepared by the City Administrator was distributed to the Covnci.i and the :- _ alte-miai-ives for assessment of the lots was reviewed in detail. r7r.. S-ienn Borgersoa a props±-ty eVrner was present as was Mr. Sheridan Buckley, attorneq for Mr. Poferl anc: Pir. Bu,tziclc, 1ot owners. After cansiderable discussion, upon IIoCj.071 by Smtth D seco:zdel Wachter, all members voting in favor, it was RESOL"IED that the CouncZi I)z an recc.rd dronpir_g the present assessment against the tat fcrfeited lo`.s in. T3mber13ne Addition with the understanding that the Council taay at a future time det'eamine sahather_ to recommence the asseesment process again in light of notei:4t=a1 changes in the J.3:a or a favorable aourt deterrs3.netion concerning the Iaw. i4 AIi31Et'w:;'iS. Mr. jake 0'Toole of the CounCy Assessar's cific,% ar-ra:ated aattii tcvc rc?::ests. Lpon Lot2?? h; =^olzin, seconded Smith, all ruembnrE voring yea, it :•7s3 ^2- - 8P ?1f ? b l ? 2006 RESIDENTIAL BUILDING rExMiT aPrLicaTiorr City Of Eagan PI' 7(p 1 z3 3830 Pilot Knob Road, Eagan MN 55122 5 W ^T ll? 1cgq '?'elephone # 651-675-5675 FAX # 651-675-5694 New Construction Requirements RemodellRepair Requiremenls 3 registered site surveys showing sq. ft. of lot, sq. ft. of house; and all roofed areas 2 copies of plan showing footings, beams, Ioists (20°io maximum lot wverage allowed) 1- p f)? i,J, 11 ? 1 set of Energy Calculations for heated additions dditions & decks f 1 i - 1 Soils RepoA if proposed 6uilding is to be placed on disturbed soil or a te suroey s 2 copies o( plan showing beam & window sizes; poured (ound design, etc. Addition - indicate 'rf on-site septic system ?J 1 set of Energy Calculations ; ? 3 copies of Tree Preservation Plan if lot platted after 7l1193 f{ I yy? V Rim Joisl Detail Options selection sheet (buildings with 3 or less units) _ Minnegasco mechanical ventilation form . 7l?• s o g o • so ?° 7a •S) , Office Use Onlv CeR of Survey. Recd _ Y _ N Soiis RepoR Y _ N Tree Pres Plan Recd Y _ N, Tree Pres Required _ Y _ N On-site Septic System Y _ N Date // / Z / Q ConstructionCost 11ty, o 00 • ? Site Address l50 1 M CCurA' RAL Unit/Ste # Description of Work Multi-Family Bldg _ Y_YN Fireplace(s) _ 0? 1 _ 2 Property Owner / ?I, I I ei'v , t \e- _JCA L ' Telephone # (612 Contractor i • ?-' I Ff U" f(C. ?f -hC_ 7 Addre55 1 j66 /'7„r,k,1,y - , City 6jj? State yy PO 7 Zip S$-/ y Z Telephone #(6/r) 72 ,T - 7?.3'7 -? COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING Minnesota Rules 7670 Categorv 1 Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (4 submission type) Submitted Submitted • 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? _ Y _ N If yes, date and address of master plan: Licensed Plumber Mechanical Contractor 14?? A? ? Sewer/Water Contractor i3?l?ra,, Telephone # (0-q y?o 06A Telephone #F/SL) 9y6 S200 Telephone # ( 7,fz) ?I3 Z O 634? I hereby apply for a Residential Building Permit and acknowledge that the information is complete and accurate; that the work will be in conformance with the ordinances and codes of the City of Eagan and the State of MN Statutes; I understand this is not a permit, but only an application for a permit, and work is not to start without a permit; that the work will be in accordance with the approved plan in the case of work which requires a review and approval of plans. Z?,? 0/saiv Applicant's Printed Name Applica 's Signature DO NOT WRITE BELOW THIS LINE Sub Tvpes ? 01 Foundation 0 07 05-plex ? 13 16-plex ? 20 Pool ? 30 Accessory Bldg x 02 SF Dwelling ? 08 06-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex 0 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. Alt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo/perola) ? 36 Multi Misc. ? 05 03-plex ? 11 10-plex ? 19 Lower Level ? 24 Storm Damage O 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work T es 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition O 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building" ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement 'Demolition (Entire Bldg) - Give PCA handout to applicant D@SCCIpt1011: Water Damage _ Yes Valuation 140? Occupancy ? .? MCES System Plan Review j-,"100% or 25% Census Code AO/ Zoning City Water SAC Units a/ Stories Booster Pump # of Units a/ Sq. Ft. PRV # of Bldgs O! Length 37 Fire Sprinklered Type of Const Width ?,3 REQUIRED INSPECTIONS ? Footings (new bldg) Sheetrock • _ Footings (deck) FinaUC.O. Footings (addirion) Final/No C.O. ? Foundation _ HVAC Drain Tile Other Roof ? Ice & Water p? Final Pool Ftgs Air/ as Tests Final ? Framing = Siding _ Stucco Lath Stone Lath _Brick Fireplace L R.I. ?=Air Test *Final Windows ?-' ? Insulation _ Retaining Wall Approved By: , Building Inspector ------------------ ----------?m-------------------- ------? ---- ---------------- ---- ----- `------ -------------------- --------------------------------------- Base Fee ? 3 7L( ? (/iv 35,? T / 3A? ?? Surcharge / S- /`</L /.7 Z/ `7/ Plan Review / /?'L/L /O3g 47`/C 5 /i' 01 MC/ES SAC City SAC /G= ? IV, Utility Connection Charge S&W Permit & Surcharge /(,p? q32? Treatment Plant License Search Copies Other Total ? Voigt & Associates, Inc. STRUCTURRL ENGINEERINGSERVICES ' 4635 NICOLS RD. SUITE 204 EAGAN, MN 55122 - PH. (65 1) 686-7727 FAX. (651) 686-8444 December 8, 2006 Mr. Rav Miller MilleYVille Inc Eagan, MN 55122 RE: Oslund Timber Addition Lots 3, =4, 5 Dear Mr. Rav Miller: The pwpose of tlus letter is to address the frost requiretiients at die garage. It is my professional opinion Uhat the grade beams as detailed on our previously issued (and signed) drawings are sufficient and require no modification for frost protection. No further modification is required. The information and opinions contained herein are based upon the limited investigation described at the beginning of this report. No warranties are expressed or implied regarding the etistence of other unknown conditions not specif'ically addressed. Our work is in accordance with generally accepted engineering standards and is not intended to be relied upon or transferred to individuals other than the addressee. Should information or conditions become known which differ from the discussion herein.. Uiey may alter the opinions or wnclusious of the undersigned. Please call if you have any questions. Sincerely, o Paul W. Voigt, PE ? ? q1f:T8b:y eertffY U'.c^,t tl'I1S Pl2R, E?3°Cif;,r,^*;pr), ?I :? C_ !a.-., nli , ..... L'T..?_•-. ?.; ^ ?.':. or re?:??rt «*a r'. ? n _ -t? elirecty E,.:.npe?*?'-??`.,? ;,, ? ? ? ` T s, a. •^ , y ?F??i??.:L SrnTE'C!?'- ? .-,.ce-?. J.-•'j_,T1?..v1' nf the EMte Qf L!'4y'1esot?.. ? ir f ( n/ • V ?? ,...---? FSa?e ?Z2ifeg' No. 20708 DEC 082006 MoVoigt & Associates, Ine. STRUCTURAL ENGINEERING SERVICES 46351VICOLS RD. SUITE 204 EAGAN, MY3 55122 - PH. (651) 686-7727 FAX. (651) 686-8444 December 7, 2006 Mr. Ray Miller Millerville Inc Eagan, MN 55122 RE: Oslund Timber Addition Lots 3, 4, 5 Dear Mr. Ray Miller: As per your request I have re«ewed your plans and analyzed the foilowing basement wal(s; The following is required: • Typical basement wali at main hovse having a height of 9'-1 1/2" from the top of basement floor to the underside of the floor joists is to be 8" thiek with #6 bars @ 36" oc (2" &om the inside face) and (4) #4 horizontal bars. . Typical bascmcnt walt at garagc supparting prccast plank having a hcight af 8'-0" from thc top of hascmcnt floar to thc underside of Uie precast plank is to be 10" thick with #6 bars @ 36" oc (2" from the inside face) and (4) #4 horizonial bars. The information and opinions contained herein are based upon the limiied investigation described at the beginning of tlus report. No warranties are eacpressed or implied regarding the existence of other unknown conditions not specifically addressed. Our work is in accordance writh generally accepted engineering standards and is not intended to be relied upon or transferred to individuals other than the addressee. Should information or coaditions become known which differ from the discussion herein> they may alter the opinions or eonclusions of the undersigned. Please call if you have any questions. Sincerely, pa (4/ , ? 4- Paul W. Voigi, PE t..t'^t'?..h.is pla,n, sn°cif'scation, ?5? C ? `%'- YA- J ?'?,,to-).?, J '-'?' ??'r ? : ? ??_? ? ` n i? C?'7 i< - G?;??1, ^'?•°'? }';r?.t`.'.• ? .. --..:.? au._. ??.'li?Y si.-v"-'n '_i ?-•'''?''t? _.`^@.'^??:-.^,::_?.x :-1.r?'? Sy?w of YlW l.3.i+ G?tn$o`r;•: ni'.. ":L'v'JOU?r. '1?1G ir.titsJJI ?.? a•, `. T? g ? G V 0 9 ??ol? w +J Zatq ?O? Reg. No. 20705 Permit # Permit Date REScheck Software Version 3.7.3 Compliance Certificate Project Title: Lot 515ar -?7 C, cn4.r?111 Report Date: 11l14/06 Dat8lilename: CADOCUments and Settings\EtlmonsonWly Documents\Floyd Calhoun CoWlillerville IncWlillerville Lot 5 energy calc..rck Energy Code: 2000 IECC Location: Eagan, Minnesota Construction Type: Single Family Glazing Area Percentage: 2596 Heating Degree Days: 7981 Construction Site: Owner/Agent: Designer/Contrador: Eagan, MN 55123 Millerville Inc. Floyd Calhoun Companies 1566 Murphy Parkway 7825 Washington Ave. So. Suite 120 Eagan, MN 55122 Edina, MN 55439 612-723-7137 952-567-8000 Pete. Edmon son 0 Floydcalho un. com . o - ••- Ceiling 1: Raised or Energy Truss: 1289 44.0 0.0 28 Wall 1: Wood Frame, 16" o.c.: 1216 19.0 0.0 51 Windpw 2: Wood Frame:Double Pane with Low-E: 208 0.320 67 Door 3: Glass: 96 0.300 29 Door 4: Splid: 64 0.320 20 Wall 2: Wood Frame, 16" o.c.: 7136 19.0 0.0 59 Window 3: Wood Freme:Double Pane with Low-E: 156 0.320 50 Basement Wall 7: Solid Concrete or Masonry: 2412 11.0 0.0 140 W'indow 4: Wood Frame:DOUble Pane with Low-E: 44 0.300 13 Door 7: Solid: SO 0.140 11 Basement Wall 2: Wood Frame: 1356 79.0 0.0 65 Window 1: Wood Frame:Double Pane witti Low-E: 72 0.320 23 Door 2: Glass: 84 0.300 25 Furnace 1: Forced Hot Air: 92 AFUE Air Conditioner 1: Electric Central Air: 13 SEER Compliance SYatement: The proposed builcring design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2000 IECC requirements in RESoheck Version 3.7.3 anH to comply with the mandatory requirements listed in the REScheck tnspection Cheokl'ist. M? IIe,",, 11? , T-r) c . 11,ae 8ui derlD igner Company Name Date Lot 5 Page 1 of 4 i . S Report Name: Clt3' Of Eagari Assessment Search Special Assessments Search Property ID Lot Block Addition Addition Name/Legal 10-55300-050-03 005 003 10 55300 Oslund Timberline 5 3 Proaertv Address Propertv Status - - - - - Special Flags - - - - - 1501 Mcearthy Rd Active 1 2 3 4 5 6 7 8 9 10 Eagan, MN 55121 N N N N N N N N N N SA Nbr Descrption Year Term Rate Total Curr Prin 102731 ST 643 1997 15 7.0000 $2,224.88 $14833 P99999 POSTPONED ASSESSMEN' 0 10 0.0000 $2,559.20 $0.00 Summary of Levied: $0.00 $14833 Summary of Deferred: $0.00 Summary of Closed: $2,224.88 Pending Estunate: $2,55920 Future Estimate: $0.00 Hookup Fee Estimate: $0.00 Printed: 1 U8/2006 Page: 1 2006 P&I Cert: $210.62 Pavoff Status $0.00 Paid at Count $0.00 Pending $0.00 $0.00 4 CASH RECEIPT CITY OF EAGAN 3830 PILOT KNOB ROAD EAGAN, MINNESOTA 55122 DATE I III-I 20 O? AMOUNT $ Cd L/ 7 O i s-o J 7,4 c6?? 14 L S, 63 ? CC ? CASH - 10 CHECK roa S/g ' POS a. R„? ? l0' t s 30d ^ Od0' lo- (?S-30t? -oaro- 01 • i0 -5s300 -o?o-o: Thank You [CP 2110016 aY N o 116699 Whfte- Payers Copy AMh . . Yellow-Postin9 CoPY 0 ' 3 LOT SURVEY CHECKLIST FOR RESIDENTIAL BUILDING PERMIT APPLICATION PROP a Io? K? cSIi am d T m he/'I'rr 2- 4za - ERTY LEGAL: I.o' S T DATE OF SURVEY: 11IZI04' LATEST REVISION: fII3oI0? ? m a? c m t V ? O z ¢ DOCUMENT STANDARDS ? ? ? . Registered Land Surveyor signature and company ? ? • Buiiding Permit Applicant ? ? ? ? ,0" • • Legal description Address /-S'b/ AC(af"#t)?d. ? ? ? • North arrow and scale ,H ? ? • House type (rambler, walkout, split w/o, split entry, lookout, etc.) , ? ? • Directional drainage arrows with slope/gradient % ? X • Proposed/existing sewer and water services & invert elevation -Aprok• £! 836.Z9 ? ? ? 0 g • • Street name Driveway (grade & width - in RNV and back of cur , 22' max.) 2 ? ? • Lot Square Footage z ? ? . Lot Coverage ELEVATIONS Existina ,B ? ? • Property comers ,9 ? ? • Top of curb at the driveway and property line extensions 0 ? ? • Elevations of any existing adjacent homes ,PJ 0 ? • Adequate footing depth of structures due to adjacent utility trenches ? H ? • Waterways (pond, stream, etc.) Prooosed )6 D ? • Garage floor g ? ? • Basement floor A ? ? • Lowest exposed elevation (walkoutlwindow) ;2r ? ? • Property corners ja ? ? . Front and rear of home at the foundation PONDING AREA (if applicable) ? 'z O • Easement line ? 'z 0 • NWL ? .2 ? • HWL ? 'a 0 • Pond # designation ? A ? • Emergency Overflow Elevation ? Jz ? • PondlWetland buffer delineation Y ? • Shoreland Zoning Overlay District Y ? • Conservation Easements DIMENSIONS o ? • Lot Iines/Bearings & dimensions -, ? ? ? 0 ? fd • • Right-of-way and street width (to back of curb) Proposed home dimensions including any proposed decks, overhangs greater than 2' rches tc. (i.e. all structures requiring permanent footings) ? ? ? • Show all easements of record and any City utilities within those easements ? ? ? • Setbacks of proposed structure and sid ard setback of adjacent existing siructures ? ? ? • Retaining wall requirements: Reviewed By: Date?lT.? ???`r/0z? G: lFO RMSlBui lding P ermit Application Rev. 11-26-04 ReP°rt Na"'e: City of Eagan Inspection Remazks Inspection Remarks Permit: EA076121 Permit Type: Building Site Address: 1501 McCarthy Rd 12I12106 JTW footings - RCV'D engineering (OK to sub 3- #5 for 2- #6 at grade beams) - any other changes to the approved plan must be submitted and approved prior to inspection 12I14/06 JTW footings (grade beams) - addendum submitted to raise wood frame floor 10" (to pass over grade beams instead of between) APPROVED 12/20/06 jriv - still need special inspections report on helical anchors - submit an addendum to delete 1 grade beam at NE *** OK to pour grade beams*** 12/19/06 JTW - submit an engineered alt for dowels that were not placed in grade beams 01/03/07 JTW engineering RCV'D - OK to epoxy in dowels at grade beams (#4 at 24" OC, min 6" embedment) (Hilti HIT-ICE or Simpson Acrylic [cold weather]) OK down to 0 degrees per Al Malecha at Voight engineering 0 1103/077TW foundation - OK to pour walls - contractor is substituting 94 vertical at 18" OC for 96 at 36" OC - waiting for special inspections report before passng footing I /9/07 Foundation TM -retaining wall on west side has covered draintile and water proofing appears to be in place -may back fill -draintile runs to daylite -all footings and fnd eng. required before they pass 03/21/07 JTW special inspections report - recieved - still need addendum for change in wood framed bsmt floor 07/19/07 JTW site visit Bsmt floor frame (addendum approval pending) provide a min 18" X 24" access to all crawl spaces extend ice and water barrier so that no untreated lumber is in contact with concrete at beazing points add solid blocking (lateral bracing) at ends of all joist not attached to a stud with 3 16d nails add hangers at all joists with less than 3" bearing provide a min of 12" cleazance under un treated beams Printed: 03/07/2008 Page: 1 07/25/07 ]TW Addendum ReP°rt Na"'e: City of Eagan Printed: 03/07/2008 Inspection Remarks Page: 2 Inspection Remarks Permit: EA076121 Permit Type: Building 5ite Address: 1501 McCarthy Rd - addendum for change in bsmt floor framing approved must be attached to the approved plan 09/21/07 JTW Iath - started scratch coat with out inspection - all lath is installed upside down will install another layer over right side up I forwarded the Evaluation report for Eldorado Stone to him and the bidg co& requirments and the lath and plaster bureau hand out - out side corners wil] be wood trim, no stop bead required by the code 09/27/07 JTW -e-mailed the entire braced wall section to Ray 10/U07 Lath TM -contractor removed all lath he had on and repaperct he also had some lath put on but he did not have an approved plan on site to check if any specific nailing or sheathing is required on any of the front of the homg the person putting on the lath was going to contact Ray Miller to get the approved plans he will call for reinspection 10l11/07 JTW engineering - letter rcv'd from Voight engineering braced wall line at the three gang window at the rear of the maqer bedroom is OK IF all the sheathing is nailed as per the IRC & all interior gyp walls are screwed as pa the engineers spec. I am adding a sheetrock inspection to verify that 10/16/07 Framing CN: ** See Jeff's conections below (same inspection) - Add wahser and nut to anchor bolt @ back wall fo gazage - Fire stop ceiling level @ double wall adjacent to the return on the main level DONE jtw - Rock the back side of the return stud spaces floor to ceiling - Fire block between stud spaces @ basmt bearing walls (floor level) - Bsmt framing not ready :(Soffits, drop ceilings, and fire stopping not completed to date) 10/16/07 7TW partial framing (trusses only) - add attic access at the study (SW corner) DONE jtw - add 2X member flat on gable end truss (E-1G)at T-brace as per truss mfg spec (study) DONE jtw - add attic access at the garage DONE jtw - add purlins to truss A-1 where the top chord is not sheathed at the dormer as perthe mfg spec (3'-7" OC) DONE jtw - provide truss mfg OK for adding point load(approx 1100#) to truss A-I to support header at dormer DONE jriv ] 0/22/07 7T W - revised truss layout page recieved via E-mail, indicating that false dormer may be supported by framing4' OC in each • d'uection (confirmed by Jim Prickett @ P&M truss 763-4444174) (each rafter supported 4' OC down to each roof truss) 10/23/07 JTW framing /insulation inspection - rock the back side of the cold air return in the dbl wall at the kitchen - home owner will add fiber glass to fireblocking in the arch at the Kitchen - supply ducts in exterior walls must remain on the warm sde of the vapor barrier - could not see anchor bolt in garage (covered by drywall pile) - lower level framing not ready(soffits and ceilings) - add fire blocking at stud spaces penetrating Lower level floor(connection to crawl space) *** OK to rock lst and second floors only, leave a sheet off at cold air return*** Report Name: Cl? Of Eagall Printed: 03/07/2008 Inspection Remarks Page: 3 Inspection Remarks Per.mit: EA076121 Permit Type: Building Site Address: 1501 McCarthy Rd 02106/08 JTW LL framing - provide house numbers visible from the street - complete all framing including soffits before framing inspection - complete all fueblocking (fireblocking between crawlspace and bearing wall OX) - verify plbg mech and elec RI for any changes to the lower level 03/03/08 JTW final CO - need Mech final provide revised depressurization calcs for 600 CFM kitchen hood A/C condensor is not installed - need fireplace final all finishes must be in place and logs set up - provide approved set of plans onsite at the time of inspection - need a permanenet driveway - complete exterior finish cap stones at front entry exterior finish below stone veneer and above top of foundation at front retaining wall seal vertical joint between stone veneer and siding seal all penetrations in siding seal vertical joint at siding at step in the foundatioq rear exterior trim around LL rear garage door seal top of deck ledger flashing to the bottom of the door thresholds - remove test caps from plbg vents - complete finish grade must be a min 6" below the top of the foundation and sloping away6" in the first 10' - complete front deck and steps to grade - add operable hand set to front door for fue escape - verify adequate attic ventilation (6- 3"X12" soffit vents on the house and two on the gazage+ ridge vent) [ 1038 sq ft of attic, requires 498 sq in of ventilation IF 249 of it is provided at the soffit, otherwise 996 sq in total ventilation would be required] provide mfg spec for'het free opening" of soffit vents and ridge vent And lineal feet of ridge vent is garage attic connected to house attic? - remove covers from heating ducts - provide access to the plbg trap at the 2nd floor bath - secure two patio doors in the kitchen to open less than4" DONE jtw - complete the requ'ved seperation between the house and ihe gazage either from foundation to the roof deck or at the garage ceiling and walls supporting the garage ceiling also add hand sets to the rated doors at both the uppcr and lower garage DONE jtw - add tempered glass to the window at the lowerlevel stair landing DONE jtw - bsmt is unfinished, any future work will require a seperate permit ALL previous remarks printed and a copy is in the pazcel file to tmke room for future remarks 3/7/08 JTW 03/07/08 JTW Temp CO issued - expires August 30, 2008 I ForOfti'c,e,Use ---- /--- - ?5Iv? I ? Permit #. `? ? I -? P ? Permit Fee: I ? ? Date Received: I I + I ? I Staff: ? L ----------------- 2008 RESIDENTIAL PLUMBING PERMIT APPLICATION Date: ot Site Address: Tenant: Suite #: RESIDENT I OWNER Name: &)?? '10?v\ Phone: Address/CltyI Zip: S-VI d`r? CONTRACTOR Name: :T4Vj- A& mzi'n h License #: (0I J /Address: /llU City: JOac,.. State: /-IW Zip: 5!?'35'? Phone: Zel? " ContactPerson: TYPE OF WORK O( New _ Replacement _ Repair _ Rebuild _ Modify Space _ Work in R.O.W. Descri tion of work: L6k,.,A ?r'f 1 b? •S' .1'?t ? r ? IX 15, PERMIT TYPE RESIDENTIAL Water Heater _ Water Softener Lawn Irrigation Add Plumbing Fixtures ? RPZ /_ PVB) C_ Main _ Lower Level) Septic System _ Water Turnaround New Abandonment RESlDENT1AL FEES: $50.50 Minimum Water Heater, Water 5oftener, or Water Heater and Softener (includes $.50 State Surcharge) $30.50 Lawn Irrigation (includes $.50 State Surcharge) $50.50 Add Plumbing Fixtures, Septic System Abandonment, Water Turnaround' (includes $.50 State Surcharge) 'Water Turnaround (add $136.00 if a 518" meter is required) $100.50 Septic System New ($10.00 per as built) (includes County fee and $.50 State Surcharge) $90.50 Fire Repair (replace burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) TOTAL FEES $ I hereby acknowledge that this information is complete and accurate; that the work will be in conformance with the ordmances ana coaes or me ary or Eagan; that I understand this is not a permit, but only an application for a permit, and work ' to start w ut a pertnit; that the work wiil be in accordance with the approved plan in the case of work which requires a review and approv f pla . x ?G.JLn G-Arla" ApplicanYs Printed Name PUN NOiESr I-n:RSb+ouanseneLenL 51 7cr,5. L LOTOS kfO'AN UN %AN ARPWFaL1pNL05!RNC: t0A05 AND eRLSROWN IY d'.5 (C. iWOPI. 3. COM1Tfi<CiOR TO VCP.ilYALL R'MENSICKS. a_ caNruiue ro VrurcrisriNG ecwwrra+s. s-rorrom oFUwoe seavs ro wvr 3-s• uIu. re05r covER, onrrENeraks ns Feoo. s. vrejnnu RL'On raa«wNr,rs am; r?rneaxces orrcIcai scIL!w-, nvs wr PROVL;J °IfR AI.J 6.L10f EGNI 5IZ6. F+V.Gf <'i REflJ. MIGLB0.5EMfNI°LGOR.'OSIS 5nam.,u1 ro Of RfAIfD h'0 9 IC O C. SEE7W.!'AJJ :45EMfd'l PLOpz v;AH N0? ati SnffI 10.¢ODpfttM'ai RtPi?¢?IAEMS 5EE5IIEEi51 FOR GENfRN. sraurnUxw uo cr,. iYf. Q CONLAClE e?rMLxrwa;s ep uuunninr SIFB COki#I! AINTS N in6 010IIfQ10A' MU51 3EMapfOKft i0P 0"' craoe eenn+ .u ccrai e fa.e ?CONM??.,s. n?c ,. inti1 , ia?c• 4?4' ?9'.4' . ?. 6]' i. 6'6' 1 9'7- ?, gwniN nase uruwinwxu a13? A3?o v?3s d. _ _-_.-__-___?.-' __, vl _ ------------==----, ? ---- r , ?---- I I __1 ? q I ? , I zR- ----- ?3 ? 25K 0/1 I ? 039 ? IOA 40l ?"..? I - m 6 ? ? I I I .I ?3? 1 031 ' -____ r-- , , wALKOU,II aN9W.ubiain I.I iowG"or si ??8 uK I ?.I <ort + <oR a?rc l , + -----`-? -- - ----------_ ? v'+ ?. ?f BMG 1( V' { 25K 25F %'SR i ??I' o,-'-----? '--- --------------- f- 25K? rr? Ll 40R 4( ' 44'? '?lI ? ' I b Z - ? ?R ?r B 25[ 1 1 i ?'-'--°------IN -j I ? ]4',4„ I .I ZSK ?N "I ir.,"ttaus oo I?.I / t i ? 25?? St 2SC I 25ti i- I 40K I A -- - - ----? . p.... -- --- . _ . ? r ? a ?. .. ? 4M SIAB CONiROI ? 'I + J ? I... I ?r - - - - -- ---- 197____" ios 1?'-i I .? " '_ __J 'I micuswa U T LONCR[Tf 91M 0 ? CtHIERRE&1RIN51A9 ? Y41 Pj 12'O.L. IINN(5MilIIS I OIFfC110NAfIJ5!&`. I ?ff OVtR ? ? G ? . , ?fCA1 ?NTROL ,, CA5`WALLS ?? -{ 5 51 I - - --- - - - - - - - - - ra?rAoNnRaocecun i LE„ g_ - - - - - - - - r? L----------s-- - -•-`---J ' Al%AT tL. 61-II' 1. 4'.T L 13J' ? i PfER PLACEMENT SCALE: 1/8"=1'_0" y,.2. a ' U5E 2X 10 YIEMERS fOR ifNGiF15 UNDER 5'-0" I1kLE55 Dil1ERW15E NOTED ' WINDGW SRES ARE GfNERAL DIMEN510115 AND ARE NOT TO BE USED !5 R.O. UNLP55 R C. IS LISTED ' MEASUREMENTS MAY 6E ROUNDED ro NenReslwnotE iHCn NOiE ALL GFAOE 9fiII?l pRf aS?NAED I0 5fP0UR1DA10NOlIlmcaLLv _AidfANWlERSECilONS. PRfNnE 5r.W9aeD nIXNu IR'oN rexMwatNr, em ro sUrroRmwefn. SPLkf A110P dM5 MIDSPM' (AiCONINLW$ 9EAM5) BEMVfN PIFS `YINSnLL90n0.V6'v'S ovcR nvs. COM1IALTEh'GiNftR 5HbinJ t wmsiROCnou.'aiur tt RISD. n oErpu. VAtl9( tFpNpEO auo rt IflfaittJA' Vnu &`LIXRpIlAiPJ. ?FLOYD CALHO UN ? REAI,1Y- 6tORf6ACB-T1'fIE- CdPITdL•pBYSLdPMENt - NOMBS PIAN NOTES: i. riecs Syou++rtx neurat 5[nvrnERs. z. toao95nourvoxn,waet uxracrouv sa:vQ rK-rwal. 9. C(WfFAGTORTOVtWn'NlWM9751pl9. 4, coHTAcroR ro Vsun57517141; cm+wnae. s. eonou orce" aeau ro nevr.v-e' uM. nec ao0. G. VMnau uav ratxwruam cLEARuxcs a rtcaaom rieer, auo ewwe aEUdsize, auea, 10K& MSfl,I[NTft00R JiM5T5 Sf10YMA4.-' 70 ec rRrnrm aro e is O.C. see re. weov sA5EMevr nocxnavNOTM oa SMEET51 fOR A001(I014Al REdJlkt'A1CN(5 Sf1 5H[tT311YMGNVCPJI 91RULIVRPI NOIFS. M.gCL B459l1Qn 6 r.wx m PIER PLACEMENT PLAN SCALE: Il8"= 1 '-0" 1523 sf TE: Pll GRApC 9LW1$ AFLA55UMEp 70 BC POURCD MONa'1(IIIGllY AIBEAM INiCR5fQION5, PRJVIp[ SiM'DbRO MODRS fROM ICRMINAfiJG &.I f09UPfORANG &N. 9NCENITOP&U9 Mf0-5P0.N (Af LONiMpJS B&N9) BpNBlI PIR9.9R/C[ALL BOROM BARS OVfR PIfR5. GbMAC( G161NEER 9M OWp A IXNJ57R.LeTlON.WM 0.° P1pD. ADEfNL WILL BC PROVICED PNDA lpCA1K1N'MLL B[COORDINAiEO. LBr.4t y PfANN0iE5: i. PILES ShONM ARE II`LICN SC(W PI(R9. 69-'& 2 La1J5 SHONM 014 14N ARE UNFACiORED StRVICL' LOapS AND ARE SNOWN iu tiP (tt=IOObbI. . 3. COA'l,21CIOR t0 VfRll"ALL'JiM`.NS'JNS. A. GONGCiGB !O VER IFV IX IS?NG CONOrtI0N5, >.:YJrtOIltXGRapF Ufnu6 iOhAt23.6'.WuIvfT:if0V`9.D.fPExbfMn5q5 >pg IS'-q' Z6, Q uaD, . '. VEPJ%FL R£CD ip;,ERdl.'CES AVO [L`M.9AY£5Of NffI? 5CRf'.V, P'1E9 IW PROIVDIV PI9'. qNn GNnp[ BfnW51lE`-.:vuhet e5 RiQD. <or ,?37 ° MBIMINHOIF_t ? s J} ¢? w. «XnwA«5 ,e Ss dOK " 4 GC 1JI, $i 40R 00K o I I 1 L _ ... ___. __ I I __ ..- __._T I ? f' 9a--- ?-771 --- bZ' ---- 06'- - --'- .p--- i' LO - 7f ?. , ?i Psx i I. i ? 5, I ,- I ; I ;ea I ? +a 0'?6' TYP ? CQVLFC?L 9 B0.5EMCNIWPilS ?? _? _ . ?N?JNHOUS: .: r-___ ?. ? __ _____ ;;ff 9 ' I -1 f I ? .? I I . I. I K C 25R 2in A0 ? --- 2`K ? _ - d , e e- 44' q• 694' PIER FDUNDATION 1 /8"=1 '-0" 1390 sf more Ni GRAoc oean;nu aswMro roorro?RfV mprounrrcnur _AtB¢AldiNifA.S'LIYONS, ?RONpE SIANOARO!fOwS fRO,U iPRMINh71N C,N 061/TPORiING8fA. SRIrEP?L'OPBARSVn?gPU,' (Al cavnraui araNS)etn%em ri?s. sPL;crnt[ mrrcu, anPs ovee rvcu ttmran eNV vecz sna?ua coxsrzocnouJaiuracua% ADEINL {NLf Af PROVIOEDAND a iofanov aeL se cooR.nirvaTEG. N 4 m i? ' a0 i ww ? wN 0 ) N ?S I tl?j ? 1 KZ f OO i aK L? z0 <LL a ? oa pw ?y w ?z a0 ?w dQ 0 ?N Y WO i ? EFLoYD CALHO UN RFA6TV•b10flTGA6E•71TlH.- GPITAI+DEYEIOPMENT- HOMES N 3 ? ? Q N O N w 0 0 N viOP(?KiA4511F10 03 wa ;? III olll °dp III -? III `? III z5x U5E 2XI011EADEKS FOR IfNGTHS UNDEK 5-0" UNlf55 OTHERWISE NOTED IMNDOV151Z[5 ARE GENERA.L DIMENSIONS AND ARE NOT TO 6E USED A5 R.O. UNLF55 R.O.ISLISTED MEASUREMENiS MAY BE ROUNDED i0 NEABEST Wt10LE WGFI 15'V IYPiCALDlSfM[NI fL00i(J015T5 SHC!'M I5 ? IO BEiFEAiL01+i09 1 6'O.G. stt ,? ??T)07I BA5EVR„ "OR ?IAN uoTE? :)v SY ISi`OS A00I110N4R.ONRfMfNiS 5 L5MBF S vOR GfNfRAL ?y[ ??AGARAGf 5iFIYIIJRALNUi4. /? kOUT ?;rn ?? r 9 ?'?8 aoK d ,? ?, ? a•-4- vA?7 -#/0 I .. ? . s s a ? i I -? ------ ? ?,?aa zsR +sK ? M?P1r. IS'O' J I :OMRI1?Ji.5PAGIM1G iK e0K s.?? s-io• < . I i 2- • _ ___ - _ _ ? _? _ ? i I Y I- ?i7S 25A ? .I I £" ?. '.I - ---- i r- -==------ --=------ __,•.1 3 noK G 2 C I rw of cenof a,uu s % I $i Y piMaMtl01!SE . ?? II $I . M? 60.AOE BM15 . S:ntlcoNrxof 1195s'5 ? 1a'!{61N RN5 I -? ixaCxaoeavs qA'EUrouuUSleE UMPOKRlUPW 25K 25K Y N GWCBtAM. I I eroe " '- - I - I nnr.aica?rROUrS I IYPKaL51A9 U TGORZ',etTfSUe 0 CExrccrsaaew<Va ? ? WSQ12'O,C. a ? i:,IL I.?r?? m rI ?v/a +1 zsK _' ? _ . ' ? .. _ .,..: , . . ; _. .,, ? .: .,. ,. ' - - - - ' ,,. . . . .., , ..,.. .'. . .-r':'------- `- , _' , . . . ., .?.Ji ?:? ? ?--------,-e.1 ° iororcw?EBEW n, zsrc i ---._- ---,. ? ,i 25' A' Surveyor y s Certificate SURVEY FOR : Millerville DESCRIBED AS :Lot s, Block 3, OSLUND TIMBERLINE ADDITION, City of Eagan, Dakota County, Minnesota and reserving easements of record. poG?oW o G?Cp?.U?G°[?D EAGAN RL MC WED DApE. BUIL?ING INSPECTIONS DpVpSppM 9O43 V u wol LOT SQ. FDOTAGE = 17,271 HSE SQ. F00 TA GE = 2,296 LOT COl/ERAGE _ 13.3% 3: 1 f.0..;.: a, nlt?Fl SIGZ.'7' O? Vv'adl wilB Be ?j 846.1 IBy Date F.H694aE?IING DEFE .•?, ?, , 1,,tU•;,, 0 PROPOSED ELEVATIONS qL?+ ;ISTEAED To of Foundation P = 846.5 ?R?? VEYnR BENCHMARK, Garage Floor = 846.1 TNH@NW COR PINE RIDGE RD Basement Floor = 837.5 `;?',A•, i'??? & McCARTHY RD Aprox. Sewer Service = 836.3+/- ':,5'T? ' v • ..? ?°????o`` ? ?j4 ELEV. = 874.48 Proposed Elev. -?? '•`' i,;Mu? ' MIN. SETBACK REQUIREMENTS Existin El g ev. _ Droinage Directions = - Front -30 House Side -10 Denotes Offset 5take = = SCALE: 1 inch = 30 feei Rear -50 Garage Side -5 I HEREBY CERTIFY THAT TH15 IS A TRUE AND CORRECT REPRESENTATION Joe No: liED OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYEO 06R-465 LUND BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT A SHOWN BoOK: PAGE: PLAN/YlNC ENClNEERING SURVBYINC . 2005 Pin Ook Drive Ea n MN 55122 OATE ga , Phone: (651) 405-6600 F D. LINDGREN, A SURVEYOR k CAO FILE: Fax :(651) 405-6606 INNESOTA UCENSE NU ER 14376 Misc-06 Plat East 137.95 Meas. S89°48'52"E 138.03 m ? o?. 34. ?o Goo Q? ? ? d CP, 111011City orEaaau 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Use BLUE or BLACK Ink Permit*: "/�c? /� Permit Fee: ✓ ✓ c Date Receiv Staff: SSI` 2009 RESIDENTIAL PLUMBING PERMIT APPLICATION Site Address: 1ST MC( Date: 1 Zi � ' 01 Tenant: Suite #: RESIDENT / OWNER Name: DI ouinl Phone: -2 - i I O ) ,f r ,c) Address/City/Zip: I`(b! MCC4r i � (dirt Mu 2 ) CONTRACTOR Name: N/14— License #: Address: City: State: Zip: Phone: Contact Person: TYPE OF WORK X New Replacement Repair _ Rebuild Modify Space in R.O.W. _ _ _ _'Work Description of work: PERMIT TYPE RESIDENTIAL Water Heater Water Softener Lawn Irrigation Add Plumbing Fixtures (_ RPZ / _ PVB) ( Main y Lower Level) Septic System Water Turnaround New Abandonment RESIDENTIAL FEES: $50.50 Minimum Water Heater, Water Softener, or Water Heater and Softener (includes $.50 State Surcharge) $30.50 Lawn Irrigation $50.50 Add Plumbing "Water Turnaround $100.50 Septic System $90.50 Fire Repair (replace (includes $.50 State Surcharge) Fixtures, Septic System Abandonment, Water Turnaround* (includes $.50 State Surcharge) (add $165.00 if a 5/8" meter is required) New ($10.00 per as built) (includes County fee and $.50 State Surcharge) burned out appliances, ductwork, etc.) (includes $.50 State Surcharge) TOTAL FEES$ ©+L% 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.orq 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 r)UA Applica is Printed Name City of Earn 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 Staff: 2009 RESIDENTIAL BUILDING PERMIT APPLICATION LEC+ Use BLUE or BLACK Ink Permit #: Permit Fee: Date Receive aq1 Date: (2-11%1 D' Site Address: k 93 ) t4CCA/ 4A i Pri Tenant: Suite #: RESIDENT / OWNER Name: D Y61 r: Address /City / Zip: 171 W(C(Ct,/ (((i2d Applicant is: 1( Owner Contractor Phone: I a Z-Z70-Yj'i 0 i4-4 1 u TYPE OF WORK Description of work: '-r'n IS1� get V knot - Construction Cost: S—C DO t GD Multi -Family Building: (Yes / No) ) CONTRACTOR Name: ' (� - License #: Address: City: State: Zip: Phone: Contact Person: COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING 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: CALL BEFORE YOU DIG. Call Gopher State One Call at (651) 454-0002 for protection against underground utility damage. Call 48 hours before you intend to dig to receive locates of underground utilities. www.aopherstateonecall.orq 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 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. ---anik/ 941 AK Applicant's Printed Name Applicant's Sig'i!a ure Page 1 of 3 11\c C19-1(a4k-I DO NOT WRITE BELOW THIS LINE q3 -Eq/ SUB TYPES Foundation Single Family Multi 01 of _ Plex Accessory Building WORK TYPES New Addition /' Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review (25%_ 100% Census Code # of Units # of Buildings Type of Construction )( ) Fireplace Garage Deck Lower Level _ Interior Improvement _ Move Building Fire Repair _ Repair REQUIRED INSPECTIONS Footings (New Building) Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: _Ice & Water _Final ` Framing Fireplace: _Rough In Air Test 1, Insulation Meter Size: Porch (3 -Season) Porch (4 -Season) Porch (Screen/Gazebo/Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width Final Reviewed By: Siding Reroof Windows _ Egress Window _ Storm Damage Exterior Alteration (Single Family) Exterior Alteration (Multi) Miscellaneous Demolish Building* Demolish Interior Demolish Foundation Water Damage *Demolition of entire building — give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Sheetrock Final / C.O. Required Final / No C.O. Required HVAC Other: Pool: _Footings Air/Gas Tests _Final Siding: _Stucco Lath _Stone Lath _Brick Windows Retaining Wall: _ Footings _ Backfill _ Final Radon Control Erosion Control Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL kt-(' 13t1 - Page 2 of 3 41(? City of Eapil Date: 3830 Pilot Knob Road Eagan MN 55122 Phone: (651) 675-5675 Fax: (651) 675-5694 NOV - r Use BLUE or BLACK Ink /oIq5ForOffice Use5 Permit Feer aad. Permit #: Date Received: Staff: 2011 RESIDENTIAL BUILDING PERMIT APPLICATION 11" 1� Site Address: Unit #: J RESIDENT / OWNER Name: 1�- A v 41 1..-04- G �o i )c Phone: 651 -J61- 3 3'7"7 Address /City /Zip: /‘( M e C,r'i-7car._5.s, h MN j 5.-t a. Applicant is: X Owner Contractor TYPE OF WORK Description of work: 2)e.G- k 0.1 bc� C.lc L-1.04 dc_ Construction Cost: elf. l 3000 Multi -Family Building: (Yes / No ) CONTRACTOR .: Company: S e I le Contact: Address: City: State: Zip: Phone: License #: Lead Certificate #: If the project is exempt from lead certification, please explain why: (see Page 3 for additional information) In the last 12 months, Yes If COMPLETE THIS AREA ONLY IF CONSTRUCTING A NEW BUILDING has the City of Eagan issued a permit for a similar plan based on a master plan? yes, date and address of master plan: _No Licensed Plumber: Mechanical Contractor: Sewer & Water Contractor: Phone: Phone: 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 they are trade secrets. 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.orq 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. Exterior work authorized by a building permit issued in accordance with the Minnesota State Building Code must be completed within 180 days of permit issuance. x 1- lei L4 Cea; Applicant's Printed Name Applicant's Signature Page 1 of 3 SUB TYPES Foundation Single Family Multi 01 of _ Plex Accessory Building WORK TYPES New Addition Alteration Replace Retaining Wall DESCRIPTION Valuation Plan Review ISO T H DO NO WR EL ?5THH I LINE Fireplace Garage Deck Lower Level Porch (3 -Season) Porch (4 -Season) Interior Improvement Move Building Fire Repair Repair ()go (25% 100% X) Census Code ` # of Units # of Buildings Type of Construction REQUIRED INSPECTIONS Footings (New Building) X Footings (Deck) Footings (Addition) Foundation Drain Tile Roof: Ice & Water Final Framing Fireplace: _Rough In Air Test Insulation Sheathing Sheetrock Reviewed By: Porch (Screen/Gazebo/Pergola) Pool Occupancy Code Edition Zoning Stories Square Feet Length Width Final Siding Reroof Windows Egress Window Storm Damage _ Exterior Alteration (Single Family) _ Exterior Alteration (Multi) Miscellaneous Demolish Building* Demolish Interior Demolish Foundation Water Damage *Demolition of entire building - give PCA handout to applicant MCES System SAC Units City Water Booster Pump PRV Fire Sprinklers Meter Size: Final / C.O. Required Final / No C.O. Required HVAC Gas Service Test Gas Line Air Test Other: Pool: _Footings Air/Gas Tests Final Siding: _Stucco Lath Stone Lath Brick Windows Retaining Wall: _ Footings _ Backfill _ Final Radon Control Erosion Control , Building Inspector RESIDENTIAL FEES Base Fee Surcharge Plan Review MCES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant Copies TOTAL 06/1't 3_?C Oc0 Page 2 of 3 SURVEY FOR Suiyor's Certificate (°'ass igo/ rMoCav4-t�Cc( : Millerville DESCRIBED AS :Lot 5, Block 3, OSLUN) TIMBERLINE ADDITION, City of Eagan, Dakota County, Minnesota and reserving easements of record. EAGAN REV EWED mr DATE: 1 BUILDING INSPECTIONS Dp1<MMMMON Plot East 137.95 Meas. S89°48'52"E 138.03 839.9 FND IP �i 6) 0 UO \Jo Du/ REQU__ 852.8 FND IP HEM MIME CO, 846.1 841.5 FND IP LOT SQ. FOOTAGE = 17,271 HSE SQ. FOO TA GE = 2,296 LOT COVERAGE = 13.3% PROPOSED ELEVATIONS Top of Foundation = 846.5 Garage Floor = 846.1 Basement Floor = 837.5 Aprox. Sewer Service = 836.3+/— Proposed Elev. = L �� Existing Elev. _ Drainage Directions Denotes Offset Stake = • 844.3 DEI2ANZEtf 02 SOD INISTi?l?i PLIQS��nl`11 SCALE: 1 inch = 30 feet 0 I By Date 121s/16 • Adkft 3:1 'P"u17)1 4-n Slopes or ..' ,3 Will • E‘AfED AN ENOLNEEMG DEM BENCHMARK, TNH©IW COR PINE RIDGE RD & McCARTHY RD ELEV. = 874.48 MIN. SETBACK REQUIREMENTS Front —30 House Side —10 Rear —50 Garage Side —5 HEDLUND PLANNING ENGINEERING SURVEYING 2005 Pin Oak Drive Eagan, MN 55122 Phone: (551) 405-6600 Fax : (651) 405-6606 I HEREBY CERTIFY THAT This IS A TRUE AND CORRECT REPRESENTATION OF THE BOUNDARIES OF THE ABOVE DESCRIBED PROPERTY AS SURVEYED BY ME OR UNDER MY DIRECT SUPERVISION AND DOES NOT PURPORT TO SHOW IMPROVEMENTS OR ENCROACHMENTS, EXCEPT A6, SHOWN. DATE 11 /IQ/ eq. ,SLI rr► _ _ F^tT D. LINDGREN, �1 SURVEYOR INNESOTA LICENSE NU ER 14376 JOB NO: 06R-465 BOOK: PAGE: CAD FILE: Misc—OS Vickery Engineering & Consulting, LLC 14141 Village Woods Drive, [ den f rairic, MN 553+7-i 50? Phone: 952A405-8272 rax: 5'52,426-1 J7i rvicker9@vickerNeng.com November 11, 2011 Mr. Dave LaCroix 1501 McCarthy Road Eagan MN 55121 Dear Mr. LaCroix, (by e-mail only) Re: Deck Footing Excavation Observations, 1501 McCarty Road, Eagan, MN As you requested, Vickery Engineering and Consulting (VEC), has completed the observations of the soils in the footing excavations for the referenced project. You indicated the City of Eagan requires a geotechnical engineer to observe the soils in the bottom of the excavation in order to determine their suitability for construction of the proposed deck. On November 11, 2011, I performed observations of the foundation excavations for the five footings for the proposed deck. In addition, I performed several hand -auger borings to determine the soil types and conditions of the soils. The soils observed were silty sand and clayey sand soils in a medium dense condition. Based on the observations performed, it is my opinion the soils observed are suitable for construction of the proposed deck footings. Services performed by VEC personnel on this project have been conducted with that level of care and skill ordinarily exercised by members of the profession currently practicing in this area. No warranty, express or implied, is made. Thank you for using the services of VEC. If you have any questions about this letter, please call me at 952-465-8272. I hereby certify that this plan, specification, or report was prepared under my direct supervision and that I am a duly Licensed Professional Engineer under the laws of the State of Minnesota. Ronald W. Vickery, PE President/Principal Engineer Registration Number: 24065 November 11, 2011 —Engineering 'utions an (instable world