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825 Shortline INSPECTIUI~ RECORD CITY OF EAGAN PERMIT TYPE: ' ~ ~ ~ ~ ' ~ ~ ~ ~ 3830 Pilot Knob Road Permit Number. ' n`~ Eagan, Minnesota 55122-1897 Date issued: ' • (651) 681-4675 SITEADDRESS: ~ ' ~ APPLICANT: ~ i f{) iii ? i,~~l? 11 i NF . ,,~i i•~~ ; i ~r~ PERMIT SUBTYPE: TYPE OF WORK: . . , , , 1~~1;: ~ , ~ i- i rl!~, 1 f Ili M~~ . I ItF I PJ'.I'1 i I I I': ; i~1 I 1 ~~i:~ ; r. i 1 tt~. ~ ~ ~ J Pertnit Holder OaEe Teiephone N SEWER/ WATER PLUMBING HVAC InspecUon Dete Msp. Commsnts FOOTINGS FOUND FRAMING ROOFING ROUGH PLUMBING PLBG AIR TEST ROUGH HEATING GAS SVC TEST INSUL GYP BOARD FIREPLACE ~ FIREPLACE ~ AIR TEST FINAL PLBG FINAL HTG ORSAT TEST BLDG FINAL DOMESTIC METER IRRIGATION METER FLUSH MAINS CONDUCTIVITY TEST HYDROSTATIC TEST BSMT R.I. BSMT FINAL DECK FfG DECK FIN/!L ~ CITY OF EAGAN NO ~ S6O7 3830 Pilot Knob Road, P.O. Box 21-199, Eagan, MN 55121 ~ PHONE:454-8100 ~ I1 I BUILDING PERMIT Receipt # ~ To be used for SF DWG/GAR Est. value ~84, 000 Date DEC 10 , i9 90 Site Address 825 SHORTLINE Lot 20 Block 6 SeclSub. STAFFORD PLACE OFFICE USE ONLY Parcel No. occ~Par,cy R-3 ~'-1 FEES Zoning ~1 W Name FRONTIER DEVELOPMENT CORP ~ncn,ai? cons~ Bldg. Permit 568.00 ~ Address 1750 YANKEE DOODLE RD STE 202 (AUawabie> Surcharge _ nn City EAGAN Phone 454-0433 +r o~ Stories 44 ~ p~an Review 369 . 0~ Length Name SAI~E Depth ~i8~ SAC,City 10D.~0 p° Address S.F. Total - ~nn _ nn ~a SAC, MCWCC ~ City Phone S.F. Faotpnnls - On Site Sewage _ Water Conn s_ nn ~ W W Name On Site Well - Water Meter 90. 00 AddreSS ti+wCC System ~ ~~~5~~ 30. 00 i W City Phone Ciry water ~L PRV Required X S!W Permil 30 _ nn I hereby acknowlege tha I have read Ihis application and state that Ihe Baoster Pump - g/W Surcharge - 5n information is correct nd ,agree to comply with all applica I~ State ol Minnesota Statutes an ityi ol Eagan 4 an~s~ ~ Treatment PI 9 59 _ M 5ignature ot Permitee APPROVALS Rpad Unit 355. 00 A euilding Permit is issued to: FRONTIER DEVELOPMENT Planner - park Ded. on the express condition that all worlc shall be done in accordance with all Council applicable State of Minnesota Statutes and City ot Eagan Ordinances. g~j, pn. _ ~0~s Building OfliCial ~T! rn~ Variance - TOTAL j+ Of11 . 50 ~*~-°~r,i+ CITY OF EAGAN ~ r~0 1~~07 3830 Pilot Knob Road, P.O. Box 21•199, Eagan, MN 55121 PHONE:454-6100 t ~~`--y ~ ~ '1 _ BUILDING PERMIT Receipt # To be used tor sF Est. va~ue i8a'Q00 Date ~C 10 19 9Q Site Ad~~ ss g2S SHORTLTNE Lot Block Sec/Sub. OFFICE USE aNLY PBfCeI No. Occupancy A 3~ i FEES ~ YR~NTIEB D6VELOPI~ilII'r COftP Zor1'9 -Y=N ~68.00 ~ ~ Name (nauai~ consi Bldg. Permit W ; AddfBSS ~ (Allpwable} - Surchar e a2 ~ 9 ~ ° City Phone * oi sanes 3b9.00 ~8~~ Plan Review ~ • o Name ~E Depth - SAC, c+h ~ ~s AddfBSS S.F. Total - SAC, MCWCC 6~~~ ~ C11Y Ph011@ S.F. Footprints - b~s~~ On Site Sewage _ Water Conn W W Name o~ s~~e we~i wate~ nne~e~ ~ W z Address MwCC System 30.00 ~ Acct. Deposic ~ W Cit Phone cay water ~ y PRV Required S!W Permit 30•~ I hereby acknowlege that I have read this application and slate that the Booster Pump - SNV Surcharge information is correct and agree to com~y with all applicable State qf 23Z~~ Mirtnesota Statutes and C,ity of Eagan O? ' ances. ' Treatmenl PI ! •~-,~ti, + , SignatureofPermitee ~ J'~ APPROVALS RaadUnil 3SS.~ A Building Permil is issued to: ~~~IER ~~~~pL'~11~ Pla~er - Park Ded. on the express condition that all work sh811 be done in accordance with all ~^p~ - applicable State of MJnnesota Statutes and City ol Eagan Ordinances. Bidg. OH. - ~O~S , 1. Building O1~iCial ' Variance - TOTAL _:._._L~:a Permit No. Permit Holder Date Telephone # WA7ER ~ 1rD SEWER PLUMBING / ~ ~ O H.V.A.C. p? ~ /b~ I ?J'~W" ELECTRIC / D D Inspxtion Oate Insp. Comments i~ Footings 1 G Fo~,~,oa~~«, I-3-f S - - : . Framing ~ z~ .5 ~ Roo(irg aougn Pws~ - ~f •9 `h Rough Htg. . / -1 ps F~~epl~ce Final Htg. Fnai Plbg. - ~ Const. Meter Plbg. Inspector - Noti lumber E~gr./Plan Bldg. Final ~'Z/~Q~ Deck Fig. Deok Final Well Pr. Disp. ~ ~ ~ r ~~ex~t~tr~f~ nf (~~cr~~~~t~r~ ~Citp of ~a~at~ ~r~~ ~f ~uildi~ ~prtimt This Cemficatt issued pursuanl to the requirements of Sectian 306 af the Urriform Building ~e ~'1Y~8 that at tlte time of issuante this structure was in compliance witli the warious , ordinaxces oJ1he City regulating building rnnsauckon or us~ For 1he folJowing. ~ ~/~R 1Sb07 u~ a~r~ mag. r~~ rb. ~ax ~ ~ r o~r ot evaa~ ~aa~s ~ ~a ~r i" ; 'i/ g/2 ] /41 r~~ nu~ ~~+a ~ POST IN A CONSPICUOUS PU1CE , ~ Address: 825 ~gII,~ Lot 20 Blk 6 Sec/Sub ~pg~ p~~ • These items were/were not complete at the Lime of the final inspection. 8 21 91 Yes No Final grade (6" from siding) Permanent steps - garage Permanent steps - main entry Permanent driveway Permanent gas ? Sod/seeded grass ? Trail/curb damage Porch Basement finish v Deck Please verify with the builder the removal of roof test caps from tha plumbing system and the shut-off of water supply to the outsida lawn faucet before freeze potential exists. r~ anaEUn.e. White - City copy Yellow - Resident copy Pink - Contractor copy rc~'.~a-+._w+.~v7'~„"~s.E .-.ry.....o ..w-rFpF'nr~7.'~S"R ~ .."~j,,.r:~~c,,. T.37„e,~~ ' PLUMBING P RMtT ~ For Office U~e, Only " C1TY OF EAGAN PERMIT # ' ~ " ~ CONTft~`ACT 3830 PILOT KNOB ROAD, EAGAN, MN 55122 RECEIPT RRICE PHONE 454-8100 DATE: ~ v Site Add Qss ~5 Stior tlinr BLDG. TY, P~r WORK DES~RIPTION ' Res. V Mew 1/ Lot Block~.~.- Sec/Sub Muh. Add-on ~ ~ n. ~ y<<! iJe~~zel Mechanical Comm. Repair ~ Name ~ Address ~959 Shawnae Road ~ C~y ~.agan Phone _ RES. PLBG. ONLY - COMPLETE THE FOLLOWING: . NO FIXTURES TOTAL Fror~tier UaveZo ment Cor Water Closet -~3.00 $ O4 Name p p Bath Tubs - 33.00 ~ ~Q ~ Address Lavatory - ~3.00 : 40 . ~ City Phone ~1OM~~ ~ 4 Kitchen Sink - $3.00 ' Urinal/Bidet - $3.00 FEES Laundry Tray - $3.00 O,~- COMM./IND. FEE -1% OF CONTRACT FEE ~ Floor Drains -$1.50 APT. BLDGS. - COMM: RATE APPLIES Water Heater -$1.50 ~ ~ TOWNHOUSE & CONDO - RES_ RATE APLLIES Whirlpool -$3.00 MINIMUM - RESIDENTIAL FEE' l ' 512:00 ~ Gas Piping Outlet~ - i1.5~ + O MINIMUM - COMM.IND./FEE $20.00 (MINIMUM -1 ;PER PERMIT} STATE SURCHARGE PER PERMIT .50 ~ Softener- $5.00 (ADD $.50 SJC PER EACH $1,000 OF PERMIT FEE) ~NVelf - $10.00 - , ~ ~ Priv~te Disp. - $10.00,~- ~ ~ ~ R.c~gh Openings - $1.50 ~ SI ATURE OF PERM ~ 4~ Sprinkler System $12.00 PERMIT FEE: 7• ~ . STATES S/C: ~ FOR: CITY OF EAGAN GRAND TOTAL: ~ S~ ~ SEWER de WATER PERMR OFFICE USE ONLY CITY OF 'sAGAN METER ~ ~ a- PERMIT DATE i ~ i 131 yU 39$0 Pilot Knob Rd. E~}8~1, MN 55122-1897 cH~P ~ o~~ 0 3~ o ~ pERMIT ~ i 1 7 62 METER SIZE ° B.P. RECEIPT ~ C 113 9? DATE ~ecembe r:S , 19 9t~ I.SSUE DATE -Z 4'~.~ B.P. RECEIPT DATE 12L11L.~- PRV _ BOOSTER PUMP SfTE ADDRESS ~~5 S`.~~ r::.ine PERMIT RE~UESTED lOT BLOCK SEC/SUB ~tafford Place k SEWER X WATER _ TAPS APPLICANT: rc~itier Levelopment i:orp. ADDRESS: y75U YBn~~Fe ;ioodle Rd. ~1202 -COMM/IND h RESIDENTIAL GITY, STATE ~d~an ZIP ~ f~ NEW _ EXISTING PHONE: k~4-0433 , PLUMBER: ~tar Plumbin Lawn Sprinkler Meters are to be Installed ~ Ahead of Domestic Meters on Water Line. ADDRESS: 1018 Mound ~r~',~,gs Terrace Credit WILL NOT be given for Deduct Meters. CfTY, STATE ~1oo~ain~ton ~p ~ ; ~20 ~ PHONE: E$4-4149 ~ - - I GR E TO COMPLY CITY OF OWNER: ~SPC,C) Fira~2ti~.r `:F_ve-onm~nr Gorp_ AGA OHDINA ES ADDRESS: ~a~ CITY, STATE S~ ZIP PHONE: ~e~ SIGNATU E WHEN METER IS UED PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL 454~5220 FOR INSPECTIONS. FOFi STORM SEWER PERAAITS, CONTACT ENGINEERING DEPT. ~ SEWER d~ WATER PERMIT OFFICE USE ONIY CITY B~,~A(~i4N METER # PERMIT DATE 12 / 1:J 3b30~Pilot Knob Rd. ~ ~ Eagan, MN 55122-1897 CHIP # PERMIT ~ i 1762 METER SIZE B.P. RECEIPT # C S.1 _i' DATE ~GeiGbeZ 3, 19y0 ISSUE DATE B.P. RECEIPT DATE 1211 = PRV _ BOOSTER PUMP SITE ADDRESS ~h° r~ `-ine PERMIT RE~UESTED LOT~LOCK6 SEC/SUB Staffarc'. Plac~ X SEWER ~ WATER - TAPS APPUCANT: ~'rcntier t,~.velopm~,~t Goro, ADDRESS: I 75~ ~~Q ~odle ::a, if20'l - COMM/IND a RESIDENTIAL CITY, STATE La~ ~ ZIP x NEW _ EXISTING PHONE: 454-0433 - PLUMBER: 5tar Ylumbin • Lawn Sprinkler Meters are to be Installed € Ahead of Domestic Meters on Water Line. AODRESS: lU 18 Motmd Sp r~.n~=e Te b race Credit WtLL NOT be given for Deduct Meters. CITY, STATE Lloo~i.ngton ~P 5 PHONE: 68k~-4149 I AGREE TO COMPLY WITH CITY OF OWNER: ~Sp~~~ Fronti~, :~evelonIDBAt Co~^u. EAGAM ORDINANCES ADDRESS: S~ CITY, STATE S~ ZIP PHONE: 5ar,3 SIGNATURE WHEN METER ISSUED PLEASE ALLOW TWO WORKING DAYS FOR PROCESSING. CALL 454-5220 FOR INSPECTIONS. FOR STORAA SEVIlER PERMITS, CONTACT ENGINEERING DEPT. ~ DATE; DEC 13, 1990 . i ' ~D `~RE: 82S SHORTLINE (FRONTIER DEVEI.OPMENT CORP) X Your Sewer & Water Permit for the above property has been completed. It will be held at the Public Works Garage (3501 Coachman Road) until the meter is picked up. BE SURE TO CALL PUBLIC WORKS (454-5220) FOR YOUR PERMANENT WATER TURN ON. Your Sewer & Water Permit for the above property cannot be completed for the following reasons: Your Sewer & Water Permit for the aboue property has been completed, but the meter cannot be issued or occupancy allowed until further notice. COMMERCIAL PROJECTS ONLY: Please pay for meter at City Hall. Meter size must be confirmed by Bill Adams or Dirk House (Plumbing Inspectors - 454-8100) before issuance. WARNING: BEFORE DIGGING, CALL LOCAL UTILITIES - TELEPHONE, ELECTRIC, GAS, ETC. - REOUIRED BY LAW. CONTACT COMMUNITY DEVELOPMENT DEPARTMENT FOR WATER TURN ON POLICY. Secretary, Building Inspections Dept. L~ F ~ d CASH RECEIPT . CITY ~F EAGAN ~ , 3830 PILOT KNOB ROAD + ~ EAGAN, MINNESOTA 55122 I'' rz-i1,9~ 1 pArE ' aec~o - ~ 0 1 ~ r ~ ~ ' I AMOUNT S '7 ~ ~ D ~U ~ ~"J~. 3 DOlLARS ,oo O CASH CHECK ~ i ~ ~'.;1~-E. , ~ FUND 08JECT AMOUNT 1 i Thank You , , > ; BY 'r ~ C ~ 1 ~ 91 r""'~~~ ~ a~3~41~95 ; ~ ~ooo Request Oate Fire No. ug~-in Inspection ~ quired4 ? Fleatly Now~B'6Ji11 No~iy In~pe~or es ? No When Read 7 I icensed contractor O owner hereby request inspection of a6ove electrical work at: Job Pdtlress (Stree~, Box or Rome No.) ~M~ S ' Seclion No. Township Name or No. Range No. Coun -!Y Occupant(PR ~ P~one No. P er plier . ~ Atltlress ~ • _ Elec[r' onVac[or ~COmpan Name) ~ Convactor5 License N. ~ ~ ~ ~ Mailing Atltlr s IConVacbr or Owner Making Instaltatio 7~ S /3 1/~ A~t~or Signa re ICanVactorvO~vn Making Installalion) PM1One Number ~J $r' -~3 MINNESOTA STATE BOAHD OF ELECTRICITV THIS INSPECTION REOUEST WILL NOT GrlpphNlEray Bldg. - Foom Sl]3 BE ACCEPTEO BV THE $TATE BOARD 1821 Unive~atty Ave., SL Paul, MN SS10G UNLESS PFOPER INSPECTION FEE IS Pho~n (612) 6/2-0800 ENCLOSED. ~~e~/~~ REQUESTFOR ELECTRICAL INSPECTION °T"~4 EBOOODI-OB ? See insV ictions t.Sampleting ~his form on ~ack oi yellrnv wpy. ~ /Q/QG ~ ~ 'X" Below Work Covered by This Requesf ~41~5 ` e Add FeO~ TypeolBuilding AppliancesWired EquipmentWired Home Range 7emporary Service Duplez Water Heater Eledric Heating Apt Building Dryer Other (Specity) Comm./IndusVial 'FUmace Farm Air Conditioner Other~specily) Conhactor's Femarks: Compute Inspection Fee Below.~ /f Other Fee # ServiceEntrance5ize Fee # Circuitslfeeders Fee Swimming Pool 0 to 200 Amps 0 to W~ Amps Transformers Above 200 _ Amps Above IDO _ Amps Signs Inspector's use only: - TOTAL Irri9ation Booms G~~°? ~ - Speciallnspection Alarm/Communication THIS INSTALLATION MAY BE ORDERED DISCONNECTED IF NOT Other Fee ~ COMPLETED WITHIN 18 MO HS. I, the Electrical Inspector, hereby Ro~yn~~~ oa~e~ ( certity that the above inspection has F;~ei oare been made. ~ OFFICE USE JNLY Thls request void 10 months fmm ``y , ~ ~ O 4 1990 BUILDING PERMIT APPLICATION CITY OF EAGAN SINGLE FAMILY DWELLINGS MULTIPLE DWELLINGS COMMERCIAL 2 SETS OF PLANS 2 SETS OF PLANS 2 SETS OF ARCHITECTURAL 3 REGISTERED SITE SURVEYS REGISTERED SITE SURVEYS - & STRUCTURAL PLANS 1 SET OF ENERGY CALWLATIONS (CHECK WITH BLDG. DEPT.) 1 SET OF SPECIFICATIONS 1 SET OF ENERGY CALCULATIONS 1 SET OF ENERGY CALCS # OF RENTAL UNITS # OF FOR SALE UNITS PENALTY APPLIES WHEN: TYPING OF PERMIT IS REQUESTED, BUT NOT PICKED UP BY LAST WORKING DAY OF MONTH IN WHICH REQUEST IS MADE. LOT CHANGE IS REQUESTED ONCE PERMIT IS ISSUED. NOTE: ADDRESSES FOR CORNER LOTS - CONTRACTOR/HOMEOWNER M[JST DESIGNATE WHICH ADDRESS IS DESIRED. NO CHANGES WILL BE ALLOWED ONCE SUILDING PERMIT IS ISSUED. PROCESSING TIME FOR SEk'ER & WATER PERMITS IS TWO DAYS ONCE A PERMIT HAS BEEN GOMPLETED. PERMIT MUST SHOW A LICENSED PLUMBER. DEC C 4 RECo To Be Used For: rSFD G/~RAC~~ Valuation: ~~1 Date: Site Address 825 Shortline OFFICE USE ONLY Lot 20 Block 6 FEES Occupancy R-3 M-I Zoning R-1 Parcel/Sub Stafford Place Actual Const ~-1`~ Bldg. Permit ~'J~o~.~D Allowable ~/-N Surcharge ~12.p0 Ocaner Frontier Develogment Corp. # of stories P1an Review 3(v .C70 Length 44~ SAC, City ~(~~.DO Address 1750 Yankee Doodle Rd, 1~202 Depth y8' SAC, MWCC 0~00 S.F. Total Water Conn ZS.OC~ City/Zip Code Ea&an, MN. 55122 Footprint S.F. Water Meter 9a,OD Acct. Deposit 3D~~ Phone 454-0433 On site sewage_ S/W Permit 3p,vo On site well S/W Surcharge .SD Contractor Frontier Development Corp. MWCC System ~ Treatment P1. 7.SZ.02~ City water Road Unit' 355,on Address Same PRV ~ Park Ded. Booster Pump _ Copies City/Zip Code Same SUBTOTAL APPROVALS Penalty Phone Same Planner TOTAL f! 3 ~.~l Council ~ ~ W Arch./Engr. In House Bldg. Off. ~ra~~t y 5 Variance Address City/Zip Code Phone # r, t~ Y/'~S~VI~~~O~ r/ ~ r. w, , y. ~ ft 2.4 G~ ' ~c~ x 2 2= 44o X IS = G~oa Nous~ ~.~x~+y = =oc~ lo x ~ ~ `7a ll~~ ic 6S= '7~oSo CAnIT ~12.eA~ ~x,~f~s(- `~l~l ~'3~ 3~y Sunve~or~8 G'ert~f~cate 9UHVEY FOR: Pronticr Companies i95' DEBCRIBED A3: i,ot 20, lilock 6, S'fAPPORD Pi,A(:P., City oP Eagan, Deikota e~ County, Diinnesota, and reserv;ing easements of record. ~ . • O / ~ ~ ~ ~ ~`SO / j. ~ \ I ~ S~ 1 ~ \ ~ ~ ~ 1 \ \ ~7.0 , r \ ~ ~ ~ .__-___~z r \ \ c 1 ~ °r, ~ ~ < ` \ ~ ~ Y. m \ ~ / ~ ~ \ ~ Y" - 0 1 ~ ~ ~ wap ~P s"'B. ' ~ a0- ~ ~ i ~ ~ ~ 5 ~a~ ~ ~ M'rY ~ r66` . '~e.CO - ~SU,S YS \ ~ ~.0 , ~ 1„"~ ~p60~ ` $ i~ d.,J~;~ t?o~ Y3 .~~-~'a~ ~aap ~ ~ a~~A \'r ~ 4 ~ ~ ao fbg~+N P,~ = 1 ~ S 0° ~ \ \ V.'a~ eo \ , - -w~ ~ ~ ~.lsw~ ~ ` ~ ~4 \ ~ ~ ~~a~,.e .i¢" ~~L $ p~ a 2~ o o" Ne2~ ao~, qo+ ¢ ae, 65 86~ r^ • `a ~ k•3 ~300 . r,-~ p• g,r ~j[ ~ ~l 4;,-,~ G°~a~a ° ~~~0~ ~ S~~ _ ' ~ _ _ . ;_.t,._w..__~~ i.~•,:„~.ai~i :~;;~~;:'.ib~':~~~i.I~(G DEPT ~ LOT Q. F001'AGE = 13.6l8~ pROPOSED EtEvATIOPl3 ~ BENCH!v1AP.K. -rHH LS3 ~5,:'~4 Topol Foundalions . gs;~ ~ aW'4, Gerage Fbor . $6b,g Baeemanl Floor -ts6,3 Approx. Sawer Servlca Elev. . a~~•a MIN SETBACK RE~UIREMEN?8 Propoead Elovalbne ~ ~ - Exlaling Elovel~One Front • 2o Houee Slde • io Orelnape blracllons ~ Rear • i 5 Garaga Slda • S Oeooles oflael Steke SCALE~ 1 Inch • 30 Feef JOB NO.: INEREBYCEIIi1FYilUTt111919AiNVEANDCOR11fCiREPt1E8ENtAiION qpR.~24 /~IEDLUND ~ tHE 9WNOAR~$ OF iHE AHOVE DESCp~EO PROPERfY AS BUB• VEYED BY ME OHUNOfH MY DIRECT SUPERY{S10N ANp00ESN0~ R1Rp011i TO SHOW IMPROVEMENi9 OR ENCROACHMENiB, EXCEPi 118 SHOWN. gppK: PAQE: P/anning Enginee~7ng Surveying . 9]0~[n~MaominC~mh~p~.lWam anwm~~a~5l~10 0!U i3o,~_ D. ~"0~"'~11°°~' JE .ll REN, W103UR OR CADD FILE: DWO. C~iK. MINNE30 UCENSENUM8ER1~0lE fmM~3 J'~~V • ' EXTcRIOR ENYELOPE AUERAGE„"U"_CO~IFIITATiOP! Waferboard . ~ _ _ . . . . - - . OWNER; Frontier Development Corporation f111Tf: December 3, 1990 SI7E ADORE55: 16568 Jersey Ave Lakeville _ PHOME: 454-0433 CONTRACT4R : F,20 NTl ~C,r2 ~A/1'~~ n/ -S WDV.p2.1D~~ Z~ Determine working square footaye af each 1. Total exposed wall area..... ~(~s 54• ft. x.11 = o~ ~9~5 31.3 2. Total roof/ceiling area...... a+~4- sq. ft. x.026 = Total exposed wall area above floor= 18(of a. Total wa11 window area /44 b. Total door ar°a . ~'J c. Total sliding glass door area 4p d. Total fireplace wall area ~~rn,l e. Tota1 wall framing area (average 10~) • f. Tatal rim joist area /453. _ g. net wall area above floor h. . wall area a6ove ftoor . i. wall area a6ove floor ' j. frame wall area at :ouldation . Total exposed foundation area= 7~c•s : k. Total foundation window area - ` 1. Total net foundatian area above grade (o. S u n Determine u value of each wall segment (e.g. window, door, each separate wail section) a . X . 4~ _ (0~}-.8 . ~ a~ X .¢S = 16.~ b. . _ ~ ~ X . ~s = !S c. • d. • X _ . e. l Slo~~ g ./O = /~/•lo/ ~ f. rsa X . o¢ _ ~ 9. 1453.q x~~u~~ . o~ = SB.I n. X _ . X "U" _ i. X "U" If item ~3 is th~ „ „ a5, or less than' k• A-X al, you have met 1, r]~o.~p X"U" ~ intent of SBC 6Gu 3 . .................................Total = ~ ~Y•.2~ ~:torior LnvelaPc nve age "u" Conpuca~ian • Total exposed roof/ceiling area = ~~~`F ~ m. 1bta1 skylight area . n. Totzl rooF/cci:in, £raminq area (~vcragc 20~)••• T o. 2otal nec iasnlatc3 roof/ccilinq area_.......... ik3. G - netermine "U" value for each roef/ceili.n4 se5laeat ia. g ~~U~~ _ _ n. lao.4 a „U„ •a~4-_ = a.g a. ~3~1o X ^U^ ,d2 - ~il. !o a ~r.~ = 0`~4~,4 . . 'P to*_al ef n4 is the same as,-or less than #2, you have met the intent of SAC 50L~5 ;c? 1. Plternate Su=ldinq Envelone Desigl To atilize the total envelooe'system method, tne values established k~y the s•an o~ items ,:3 aad ~4 shal.l not be greater than the swn of items n1 aad a2. z. '~a~.8 + z. 3i. 3 = a~i. ~ 3. 1~6. 3 + 4. ~4~ 4 = a r~.'1 " PLA~ ~ ~~IQOD2(DC:.< ~ LI 1~1 F~4 L FT, ,~K.PoS~~ ~V~4LL _ ~~Gl~ ~ o~(of-44+as+M--~-~-~~o-t~~t-.zo~ l~'3 'l~.t.l~E ~ ~,(c+-44+a5~~4~ Zo = ~a.R w`~ ~ ~ 1 -r44-t-a~t(4-~~+-lo+b-t-ao =/5~.... ' ~U LL ( ~ 01~~ ~ ~vLLZ ~ • - ~ . ~'~~.Et~1~?GE ~ - . 4 1Z L M - 15a-- , . ~ Sc~ . ~T, ~ttt~oS~D ~ WA LL ~RE.A t3Loc~'~ ~~3 ~C , S = . ~ ~.N EE : . : la~ ~C. S = 64S ~ . . . . ` W .0 - ~ X 8 = ~ ie~~. . ~ v C. l.. I; Isa ~C S= 1 aa~ . k. S _ Fu LL Z ~ - ~ ~ , - y~ _ F, , _ K.i t~ : ~ i sa, x I =~s~. ~ ~"'o7'P~ L= o~ 0 89. S.. , ~SQ,~f, ~tCaoS~D GEI LIUC~ ~ ~a~X44~ -K~~-to~ = J1441-~Co = /ao~ ~ ~ W D~IS i~ ~ D oosz.5 ~ a,4~ 1~t~- i i 1 - 48 3°- I Z.o ao a~ -t~+l- -~4 ag- I 3~1 ~ 448 -tt+~-1 - 48 1 ~ - t ~ l - 24 ~~~cT I O. D l z. S , L i ~ ~°_1 --40 . . ~ gS~-t'+ Uui+S ~ . ~ ~ ~ ROOF-CEILING ~ {i~l ::V w .c~"r, .~2' ~~d, y~tjr,; ~ ~.,~5,., . • • ' . Qn:~,J;..~;': ~ s / . '-~r ~ C~NSTRUCTION R-VAL~UE i: :~,,:.'ry ~~~'~L/`G ~ ~ \ 1. ZNTERIOR AiR FrTM \ 2. S/8" GYP BD SA y'A r~ 3• INSULATIO~ ~i. nn r' 4• EXTERIOR AIR FTi M LL.~I / ' 45.80 \ _ - _..02 ~ ~ ~ _ . FRAME t/r~.'rr'Ep L, HFP,T FfiJ~rl 1. INTERIOR AIR FILM 0.61 _ u ~ 2. ~ 3. ~ LATION 38.35 4. ~1'~TOR AIR FILM ~ '~P 4~15 FIG. #5 , - U = 0.024 CONSTRUCTION ~ r •.rw~~t•, 1. INSID~' AIR FILM ~ 0.61 . . 2. 3. 4. / 5. DE AIR FILM ~.17 TOTAL. ~i . U = - - - FRAME I~~ 2 LO J 1. INSIDE AIR FILM • 0.61 ~lJ~~O 2. ~F~'AT FLOW UP ~~TEp ~ 3. 4. 5. p FiG. #6 • ~ _ U . _ 1. .INSIDE AIR FILM 0.61 ~ ' ` 3. • ~ 5, R FILM Tyy~~{} 0.17 fI ~ ~r, J,~1'./~~,y~ 1V1AL r~ - r iV ~ /r ' ~.~w' U ~ V~~IJ~ ~!('T//_ . I~ ~ ~ ~ . . ~ t/ ~ z z ~ NON-VEN'I'ED NOTE: USE ADDTTIONAL SE~EI'S ~ t"~RE SPACE IS NEEDED FOR DETAILS AND CAI.CULATIaP1S. HEAT FIAW UP FI~;. N7 ibe I~?a ~ oPaque t~ l l orea f~r . R. VALdJE firamt Ccxwtruct ~un CONSTRUCTION~~- FRAMING ~ 1. IP7TERIOR AIR FILM 0.68 'r..:.~:..Y..• O 2. :a•,•.i: ~ 3 . 1 2 SO _ ~ "~/~u WaFEnEop2/J , _ ..-r. • loa _5. 5'I~IRG_`"- - - 6:-'.sC 6. " _ 0.1 W~~~ . ~ - 9.~1/_ ~ r'Fv... EIG. 81 'R>f~TE~J Cf ~ . pF~4rF N~ct L 1. INPERIOR AIR FTIM 0.68 ~ Z. ' 2 GYPBD .45 3. • ~ 4 • ~/~u WnvEreeoa~eA : • (oe1 5. DIN.,~ G - sG. ~'1 ~ 3 6. R R • ~ ai,sy. . U= ~ , 04 n . v ' 1. INTERIOR AIR FIIM 0.68 --QI 2. 6 INSUL. ...1 . 00 St~~ IS:kLSSZ ~ 4. ~ 'V J~ - - -~ba-~ / ACr~4r+~tA 5. ~IDY~ •6 ~ • ~ ~ . E . OR I . . . aa. 90 . o n U= ~b~ , e , ~ - . • ~ , p , . ~ n o - ~ ar.ocx _ {~.rlDhTSC~S . : . ~ Wr4LL ~ bi b~0~ t--~J 1. II~TI'ERIOR AIR FII2d~ _ 0:68 - `~e~.~G.~ ~R ~ 3: ~ 0 : , , •u 4. PROTECT'IVE BARR.TER ~ ' ~ y 5. 6. TpTp,L R= . --._.__....U_ ~~,r;_. SIAB ON GRADE o. , r ~_,~~t ' f , ' , t ~ ' ~ ` i' , Y 7 rf~ ' ° I !ft " ~ ' D a v ~ 11~ ~ , y, ' ~ ~ ~ = /i ? • * . . ~ 11 I ~ ~=/I/ /li f • • - _ f • ; c ~ , r- ~11 ~fl ~ ~C. A4 ~ ~j ~ ' . A /I ( ^ ~ ~3 L ~ ~ Jll ~II = (I ~ I(~ ~ r ~~l ' ~ ' ~ • ~ , ~ , ~ , NO'I'E : INDICATE TYPE, ~~R~~ vu~e, nr~x Arr~ ~ . ' ~ ~ ` PLACE2¢M' OF INS'IJL°TION. ' . ALLIEU FI!"?E52UE 92:1.0 '_3QDi. 38.`,F, RIVERTON t~J.00 21~i5 90~j. 3956 RIVEh:TON Q.SD 321D '3001 825 SHORTLINE 6(J.00 2155 '?DU1 825 5HORTLtNE q.:i0 r ~ 't Ta{:al. Rncei~,+, Art~c~~.rit ~ 121.fJ0 CF.:LQi.`)Ci8 IJSE:R TUa NAt~CY !k#%t~ ~K~~ ~k~?X~kkc*~X~F~%~#~k~~k~#X~ ~c ~k~XM ~*~t ~k~~K~k~%~~k #~k#~Y PERMIT ~ C~Y..i~F EAGAN pERMIT TYPE: B U I I P~! i7 3830 Pilot Knob Road Eagan, Minnesota 55722-1897 Permit Number: F' 3'~ u~~ (651) 681-4675 ~ate Issued: 01 r 19 ! 9 9 SITE ADDRESS: 'i325 SFi(7~tTLIhli°_ LOT: 24~ LLOC.K: G STAFP01~~7 1=L,I~CE P.I.N»a 7.t~-'%25~@--2m~d-0f~ DESCRIPTION: 6uirld9ne9', PermiL- Type FIRCPI.RC'r" ~'Uildit~q 1~"a~rk TyF,~ PIEW rGen~us Cod~>.._~, 4.i4 AIT. RESIDENTTAL l ~ ~!f C i 'r-.. / 'ti^,_ a... . ~4 l/P-.. C.1-_.~ ~ . ~..'y ~"S ~^,1 - % ~ ~ 1 3 i ' ~ ; ~ ' ~j r" 7 , ..y C + . ~ ~-g._ti~~F` '•s,' i ~ . r/_.. . ~F_-.., i; ~ r ~ . . : . . _ : . REMARKS: _ cHTrin!r_vl~~u~ riusr a~ iNS~~creo e~FOrr_ r.ara.r,er~~.i:ivr,. FEE SUMMARY: Hase~ Fae ~s+~.0e G u r c I~ a r ra e _ ~_5 ~ i'otal. Fee $6@, 50 CONTRACTOR: HPp~icant - sr. i_TC. OWNER: PIRESI[SE CORN~F_f~ INC 16331042 2~~3S~d911 Si~HWHLBE C1A'JE ~ ;;~>t~Vi N FAIRViEW AVE 325 ~i10RTLINE F;QSFVTL.LE MN 551,1:~ EAGAM 1+1P~ 55123 _(6127 533-1R~42 f651)688-69:'_3 , I Ytert~t~v ack,nouJ.Qdqe that 1 havc~ r~ad th3s aR~l.ie~~tion ~nd stat:e that Che I~ intGYm~~.ation is carr~eaf. ~i~d aqre~e Cc~ c.~~:o~mplb wiT.h all aRD.Licab.lc Sf:ate ot i~i~i7. I SCnL'utes arid Citv a'Y Eag~n qrdinanceso ~ - ~sL 4 ~ APPLICANT/PERMITEE SIGNATURE UED BY: SIGNAT E ~ : ~~o.`~~ ~ y~ a~ 1999 FIREPLACE PERMIT APPLICATION I'~~~ CITY OF EAGAN 3830 PILOT KNOB RD - 55122 (651) 681-4675 o~~e: ~or~~ 1~.~ ~ . Description of Wurk: ~ Construct new fireplace _ Alterations to existing _ Install gas insert onlv _ Install ~as line or~lv Other Job address: U ~ ~ J ~dr ~ ~ ~ i ~ p Lot ~O C~ Block: ~f ~o Subdivision/P.I.D. ~~CI.Y ~i(`1-l c~9 Q C Q Applicant (circle one only): Owner Contractor Pernrit Fee: ~60.~0 Name: ~C I /7 ! ~a U Q- Phone ,5 ~~"-~(7~ PROPERTY Last First O\~iER Stree[Address: l~ 1YI ~Y'~/l~~I P City "I ~ j _ State: ~ Zip: ~Sl~~ ~ Company: . ~ C !~1 ^ o' / ~ ~ P C Phone FIREPLACE ~~s-~ / I~ [VSTALLER Street Address: Ciry ~//l1~/~ Stace:~ Zip: ~ Company: Phone GAS LINE M ~ INSTALLER Shee[ Address: ~ Ciry S[ate: Zip: [ hereby acknowledge that I have read this application and state that the information is correct and a~ree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. ~ ` r - - . _ y Signature ~ ' - ~ ',~,li`i~~- " i I; I 9 , ~ ~ . ~ ~ OFFICE USE ONLY BUILDIYG PERMiT TYPE ? 1~ Fireplace WORK TYPE ? 31 New ? 33 Alterations ' ? 32 Addition ? 34 Repair GENERAL INFORi~[.4TIOY Census Code. 434 SAC Code O1 REI~IARKS Chimney/flue must be inspected before concealing. 1 . . 1 1 ' 1 1 ' REPORT OF GEOTECHNICAL REVIEW ' FOR PROPOSED SINGLE-FAMILY DWELLING STAFFORD PLACE- 'LOT 20 OF BLOCK 6~ ' EAGAN, MINNESOTA 1 ' AET #90-1013 ' PREPARED FOR: ' FRONTIER DEVELOPMENT CORPORATION 1750 YANKEE DOODLE ROAD, SUITE 202 ' EAGAN, MN 55122 ' , DECEMBER 18, 1990 ' ~ ~ I ' ~ r ~ AMERICAN CONSULTANTS ' • GEOTECHNICAL 1 ENG[NEERING . MdTHRIALS TESTING, INC, ' ' ~ecember 18, 1990 ' Frontier Development Corporation ' 1750 Yankee Doodle Road, Suite 202 Eagan, MN 55122 Attn: Mr. Mike Turner , RE: Geotechnical Review Proposed Single-Family Dwelling ' Stafford Place Lot 20 of Block 6 Eagan, Minnesota AET #90-835 ' Dear Mr. Turner: ' This is our geotechnical engineering report based on the subsurface exploration program we recently conducted for the proposed single- family dwelling at Lot 20 of Block 6 of the Stafford Place ' subdivision in Eagan. The report documents the exploration/test results and provides our comments concerning the subsurface conditions with respect to foundation support. ' We will retain representative samples of the soils recovered from the borings for a period of 30 days. The samples will then be discarded unless you notify us otherwise. ' Please do not hesitate to call me if you have questions about the report, or if we can provide additional services to you such as ' monitoring services during construction. I can be reached at (612) 659-1310. ' Very truly yours, ~;gl,o~.~- w U i s e~ , Charles W. Bisek CWB/sk ' Enclosures cc: City of Eagan - Building Inspections ' ' 2102 Univc;sity Avc. W. • St. Paul, MN 551t4 • Phone 612-659-9001 • Fax 612~6.59-1379 , ~ . ' REPORT ON ' GEOTECHNICAL REVIEW FOR PROPOSED SINGLE-FAMILY DWELLING STAFFORD PLACE , LOT 20 OF BIACR 6 EAGAN, MINNESOTA ' AET #90-1013 CONTENTS I Paae ' SIIMMARY 1 Purpose.. 1 Scope 1 ' Findings 1 Recommendations.. 1 ZNTRODIICTION... 2 ' Scope of Services 2 Project Information.. 2 Background Information 3 ' SITE CONDITIONS..... 3 Surface Observations 3 ' Subsurface Soils 4 Water Level Measurements.. 5 ENGINEERING REVIEW OF CONDITION3 5 ' Review of Soil Properties 5 Review of Ground Water Conditions.. 6 ~ RECOMMENDATIONB 6 Foundation Recommendations.. 6 Floor Slab Support............ 7 Construction and Post-Construction Ground , Water Control 7 CONSTRIICTZON OB3ERPATION AND TESTING 7 ' E%PLORATION PROGRAM LIMITATION3 8 ' STANDARD OF CARE 9 ' , , ' ' CONTENT3 Paqe 2 ' APPENDI% ' Boring Location Map Logs of Test Borings Geologic Terminology , Soil Identification and Description Identification of Soils Boring Logs: Abbreviations, Notations and Symbols Field Sampling and Testing Methods , Boring Logs: Ground Water information ' , 1 ' ~ ' ' ' ' ' ' , , ' . , REPORT ON GEOTECHNICAL REVIEW ' FOR PROPOSED SINGLE-FAMILY DWELLING STAFFORD PLACE ' LOT 20 OF BLOCK 6 EAGAN, MINNESOTA ' AET #90-1013 SIItR3ARY ' PurAOSe The project consists of constructing a single-family dwelling at ' Lot 20 of Block 6 of the Stafford Place subdivision in Eagan. The purpose of our services for you on this project is to obtain subsurface soil and ground water information in the area of the ' proposed structure. Specifically, the city building inspector asked that two soil borings be drilled along the front side (nearest the street) of the proposed dwelling. Based on the obtained information, we will provide comments concerning the , subsurface conditions to assist you and your design consultants in planning and constructing the project. ' Scone in order to accomplish the project purpose, you have authorized us to perform two test borinqs and to perform a geotechnical engineering review which is being presented to you by this report. ' Findinas The basic soil profile encountered in the boring consists of fill ' overlying natural inorganic soils (glacial till). Fill was encountered to a depth of about 10' below the present ground surface at the soil boring locations. , Recommendations The following recommendations are in condensed form for your convenience. It is important that you study our entire report for ' detailed recommendations. • The existYng fill, as encountered in the soil borings, should , provide adequate support for the foundations and floor slabs. Foundations constructed on the fill soils can be designed based on an allowable soil bearing pressure of up to 1500 psf. t ' ' _ ' ~ ~ . ' AET ~90-1013 --Page 2 ' , INTRODUCTION ~ You are proposing to construct a single-family dwelling in Lot 20 of Block 6 at the Stafford Place subdivision in Eagan. Further, you have authorized American Engineering Testing, Inc. (AET), to , conduct a subsurface exploration program and provide geotechnical engineering comments for the project. This report presents the , soil and ground water information we ohtained at the site and our geotechnical engineering comments. , To protect you, AET, and the public, we authorize use of opinions ' and recommendations in this report only by you and the project~team for this specific project. Contact us if other uses are intended. Even though this report is not intended to provide sufficient ~ information to accurately determine quantities and locations of particular materials, we recommend that your potential contractors ' be advised of the report availability to them. ' Scone of Services In accordance with our December 14, 1990 proposal letter, our , authorized work scope is limited to the following items: • Drill two test borings to explore subsurface conditions alonq , the front of the proposed single-family dwelling. ~ • Prepare a data report including the boring logs and our geotechnical engineering comments concerning the proposed ~ construction. , Project Information We understand that you are proposing to construct a split-entry single-family dwelling in Lot 20 of Block 6 of the Stafford Place , subdivision in Eagan. The dwelling will be of wood frame ' - 1 ~ . ' AET ~90-1013 - Page 3 1 ' construction and one-story in height with the basement and garage floor at elevation 855.5 and 858.3, respectively. We generally ' associate relatively light structural loads with the proposed single-family residential construction. ' The above information represents our understanding or assumptions of the proposed project. This information is a very important part ' of our engineering review. It is important that you contact us if there are changes from that described or assumed, so that we can ' evaluate whether changes in our recommendations are appropriate. ' Backaround Information Prior to the development of the Stafford Place residential development, Geotechnical Engineering Corporation (now American ' Engineering Testing, Inc.) conducted a subsurface exploration program for the development. The results were included in the ~ report of GEC Job No. 4939, dated May 28, 1987. 1 We also performed observations/tests in conjunction with gradinq done in the referenced lot in 1987. Generally, slopewash (soils ' that had eroded onto the site) and organic topsoil were removed from below the proposed structure and replaced with compacted fill. The results of our observations/tests were included in the report ' of GEC Job No. 4858, dated December 3, 1987. , SITE CONDITIONS ' Surface Observations An excavation for the proposed dwellinq was completed prior to our , recent arrival. The excavation extends about 3'-4' below the existing ground surface. ' ~ ' ' , AET #90-1013 - Page 4 ' , The subject lot is relatively flat. Proposed surface drainage is from the dwelling down toward the street in the front and down , toward the north end of the lot behind the dwelling. Subsurface Soils ~ We drilled two soil borings at the site on December 14, 1990. We located the borings in reference to building setback lines and the ~ existing excavation. The borings were drilled along the front of the proposed garage, as shown on the Site Plan in the appendix of ' this report. , We refer you to the boring logs attached to this report for the specific information concerning soil layer depths, soil description, and penetration resistance (N-values). The field ' sampling methods are described on the attached data sheet under the subheading "Standard Penetration/Split-Spoon Sampling Method". ' Soil identifications and descriptions on the boring logs are in ~ general accordance with the ASTM Visual-Manual (D2488) system, as shown on the attached sheet entitled "Identification of Soils." It ~ is important to note that the subsurface conditions only indicate the material classification/properties at the sampled locations and variations do occur bezween and beyond borings. , Fill was encountered to a depth of about 10' below the qround , surface. The fill is basically inorganic and comprised of a mixture of fine qrained (clayeyJ and coarse grained (sandy) soils. , Penetration resistances (N-values) recorded in the fill indicate the fill is medium stiff/stiff to medium dense. ~ Underlying the fill is natural inorganic soil (qlacial till). The glacial till is generally sandy soil with N-values indicating it is ' medium dense. ' ! ' AET ~90-1013 - Page 5 ' ' Water Level Measurements No free ground water was noted in the bore holes when the borings ~ were drilled. With the exception of one sample in Boring #1 which was wet (at the bottom of the 14=' to 16' sample), the soil samples recovered in the borings appeared moist. Many of the soils at the , site are slow draining and our period of observation was quite short. Therefore, an accurate indication of the ground water level , could not be obtained. A piezometer(s) would need to be installed to establish the ground water level. ~ Both seasonal and yearly fluctuations of the ground water level ' should be expected. We refer you to the attached exhibit entitled "Boring Logs: Ground ' Water Information," for additional information on water level measurements. , ENGINEERZNG REVIEW OF CONDITION3 ' Review of Soil Properties , • Strength - In terms of soil strength, it is our judgment that the fill and natural inorganic soils (glacial till) are favorable. , • Compressibility - It is our judgment that the fill and glacial ' till are relatively incompressible and as such they should provide suitable support for foundations and floor slabs. ' • Frost Susceptibility - It is our judgment the site soils in ~ the freezing zone are moderately frost susceptible to frost susceptible, , i ~ ~ AET #90-1013 - Page 6 ' ~ Review of Ground Water Conditions A water table was not encountered in the boring; therefore, ground water should not impact the project. ~ RECOMMENDATIONS ~ Foundation Recommendations ' It is our judgment the foundations for the proposed dwelling can be supported on conventional foundations placed directly on the fill ' encountered in the borinqs. We recommend perimeter foundations for heated building space be ' placed at a depth such that a minimum of 42" of soil cover is provided for frost protection. Interior foundations for heated ' building space can be placed at a convenient depth below the slab. Where foundations do not border normally heated building space ' additional frost cover is recommended since frost penetration is anticipated to be deeper. We recommend these types of foundations ' be provided with a minimum of 60" of soil cover. In addition, a slip-surface (such as two poly sheets or clean sand fill) can be placed alongside foundation walls to protect against frozen soils ~ adherinq to and lifting (heaving) such walls. ~ It is our judgment the foundations can be placed on the fill or glacial till. It is our opinion the foundations can be designed , based on a maximum allowable bearing pressure of up to 1500 psf. It is our judgment this design will include a factor of safety of ~ greater than 3 against shear or base failure. It is also our judgment that total settlements should be less than 3/4", and ~ differential settlements should be less than 3/8". ~ 1 1 ' AET ~90-1013 - Page 7 ' ' Floor Slab Sunnort It is our opinion that the existing fill can be left in-place below floor slabs. ' Slabs bearing on soils in areas where moisture permeation through ~ floor slabs is undesirable (e.g., carpeted areas, areas where adhesives are applied to the concrete, etc.) should be underlain ' with a 6" layer of free draining granular soil and a vapor barrier (poly). The vapor barrier should be placed below (rather than ' above) the granular soil to prevent curling of the concrete. Construction and Post Construction Ground Water Control i We do not e~cpect there should be any significant problems with respect to ground water during excavation for and construction of ' footings. However, some of the on-site soils are fine grained and as such are considered moisture sensitive. Such soils can become ' difficult to work with when exposed to excessive moisture (due to precipitation, site drainage, etc.). ~ As a good construction practice, areas surrounding the dwelling should be properly graded and maintained to allow runoff of surface , water. ~ CON3TRIICTION OBSERVATION AND TESTING ' The recommendations in this report are based on the subsurface conditions found at our test locations. Soil conditions can be ' expected to vary away from the soil boring locations. Because of this, on-site observations during construction is highly recommended to evaluate these potential changes. ' ~ ~ ! , AET ~90-1013 - Page S ' ' E%PLORATION PROGRAM LIMITATIONS The data derived through this sampling and observation program have ' been used to develop our opinions about the subsurface conditions at your site. However, because no exploration program can reveal ' totally what is in the subsurface, conditions between borings and between samples and at other times, may differ from conditions , described in this report. The exploration we conducted identified subsurface conditions only at those points where we took samples or ' observed ground water conditions. Depending on the sampling methods and sampling frequency, every soil layer may not be observed, and some materials or layers which are present in the i ground may not be noted on the boring logs. 1 Unless actually observed in a sample, contacts between soil layers are estimated based on the spacing of samples and the action of ' drilling tools. Thus, most contacts shown on the logs are approximate, with possible upper and lower limits of contacts ' defined by the overlying and underlying samples. Cobbles, boulders, and other large objects generally cannot be , recovered from test borings, and they may be present in the ground even if they are not noted on the boring logs. If conditions encountered during construction differ from those ~ indicated by our borings, it may be necessary to alter our conclusions and recommendations, or to modify construction ' procedures, and the cost of construction may be affected. The extent and detail of information about the subsurface condition ` is directly related to the scope of the exploration. It should be understood, therefore, that additional information can be obtained , by means of additional exploration. ~ ' . , AET #90-1013 -.Page 9 1 ~ STANDARD OF CARE Our services for your project have been conducted to those ' standards considered normal for services of this type at this time and location. Other than this, no warranty, either express or , implied, is intended. , Report Prepared by: Under the Supervision of: ~ ~c.t.~ ~ ~ ~ ~~--0 ~ E~~z - Charles W. Bisek obert E. Pend gast, PE t Project Manager MN Reg. #$450 ' ' , ~ ' ~ ' ~ ' ~ ~ ~ ~~i~ AET ~90-1013 T - . ~~~~~Op. / • ` \ \ DO~y \ , 1 ~s~ / ~~`~i` . y ~ ~ ~ `-a ,l ~ ~ ~ - _ ~ ~ ~ 'f~1 t ~ ~ a~ 1 . ' J~ , ~ ~ ~ ~ , ~ i ,t ~ \ \ e~~ ~ 1 ' \ ~ - ~ ~ ~ ~'o- ~ ~ g5~' +0.°~ ~ 1 +45~ \ 9~ :l +0.0°~' \ ' ~i~J~ ~ \ \ 09 ~ g ~.,,,a~• L +~.o° ~ ~ ~ ' ~ ~ca ~a~0 ~ f. ~ ~ 0~ `3 W ~M Pa y~,CO~, ~ ~ \ \ ~ I $ ~ , , ~ 'f ~ f 5 ~ I ~ ~A~~~ ~ ~ ~ ~ ° 65 , 1 ~1~ 8~ ; 2' 0 0' N82' 46`•. ~4i £ 48~ $6rr ` a ~ ~ k'6 ~340 .3 ~ ' ~ f. R R7L I NE _..f j , ry $5~ ~J' ~ ` , ~ . ~OT 0. F007~AGE = 13, 618~ ~ i PiIOPOSE~ ELEVAt10N3 BENCHMARK. -rnH L51 1$,tgl` ~ Top of Foundallone . gst.l ~ £!cu * 8W .4~ ~ Gerage Fbor ~ $bb.3 BasamanlPbor -t66,3 Apprax. Sewer Service Elev. . E~~•~ MIN. SETBACK REQUIREMENTS ' Propaecd Elovetbne . Q Exbling Elavntbne Fronl - 2o House Slde • ~o Drelnege Direcllona Raar • i S Garaga Slda ~ S Oenotee olfael Staka SCALE~ I Inch • 30 Feet ' - ' AMERICAN ~ ENGINEERING , 'rESTn~tG, nvC. SUBSURFACE BORING LOG ~ AEC JOB NO: ~1013 IAO OF BORING NO. 1(p. 1 of 1) ' morscr: PROPOSED SINGL~FAMII.Y DWELLING LOT 20, BLOCK 6; STAFFORD PLACE DEM H SURFACE ELEVATION• SS6.9 - GEOLAGY MC SAMPLH RF,C. ~ LABORATORY 7'EST , FEEC MATERIAL DESCR~T[ON BPF TYPE IN. ~yC DEN LL PL %-200 5 M SS 12 ' ~ Sandy lean clay, brown (CL) 2 Sandy silty clay, brown, with tiace of dark 14 M SS 10 ' 3 soil (CL) FILL a ' S (S~ey sand, with trace of dark browa soil 16 M SS 12 6 ' 7 Clayey sand, brown and grayish brown (SC) FILL OR 28 M SS 6 8 GLA~'TAT , 9 TII.L ' ~o 14 M SS 6 11 ~ Clayey sand, brown (SC) t2 ~3 7 M SS 11 , 1a ~ : GLACIAL Mixture of silty sand and sandy claylclayey TIL.L 15 ~Dd, brown, mottled (SM & CL/SC) ' 10 ~ SS 17 16 ' Silty saad, mostly fine grained, b~own (SM) 18 ' I9 20 26 M SS 14 ' Z~ END OF BORING ~ DEPt'H: DRILLING MEI'HOD WATER LEVEL MEASUREMEMI'S NO'CE: REFER TO DATE '['QyE SAMPLED CASING CAVE-IN DRILLWG WATER ~{E ATTACHED 0-17.5' Z.~A" HSA DEPTH DEPI'H DEPI'H FLIIID LEVE LEVEL ' 2/14/90 1:15 21 19.5 20.7 DRY SHEETS FOR AN 2I14/90 1:26 21 0 15.7 DRY ~pLANATION OF 80RIIJG TERMINOLOGY ON WMPLE[ED: IZ/S4I9O ' CC: DA CA: SG Rig: 7 THIS LOG 4l90 ' AMERICAN ~ ~G~ERING SUBSURFACE BORING LOG , TFSTING, INC. ~ AEf IOB NO: 9O-IO13 . LOG OF BORING NO. Z~j1. 1 of 1) , pROJecr: PROPOSED SINGI.~FAMII.Y DWELLING, LOT 20, BLOCK 6; STAFFORD PLACE FIELD & LABORATORY TEST D~ SURFACEELEVAT[ON. HS6.1 GEOLOGY MC SAMPLE REC. ' FEEI' MATERIAL OFSCRIPI'ION BpF TYpE IN' WC DEN LL PL %-200 ' 1 Not sampled to 2' 2 ' g Si(ty sand with gravel, fine greined, brown 32 M SS 19 (SM) a , 5 Silty sand, fine grained, grayish brown (SM) FILS. 16 M SS 18 6 ' ~ Lean ctay with sand, brown (CL) a 6 M SS 19 , Silty sandy clay, brown, with trace of dark 9 soil (CL) ' l0 6 M SS 17 11 Silty sand/clayey sand, bmwn (SM/SC) ' 12 23 M SS 18 13 Mixture of silty sand and clayey sand/sandy ` GLACIAL clay, browa (SM & SGCL) ` TILL 19 M SS 12 1 ia , 15 Silty sand with gravel, fine grained, brown 29 M SS 11 (SM) 16 END OF BORING ~ ' ' , DEP['H: DRILLQJG MEl'HOD WATER LEVEL MEASURIINEM'S NOTE: REFER TO DA7'E TIME SAMPLED CASING CAV&IN DRILLING WATHR THE ATTACHED 0-14.5~ Z.ZS~~ HSA DEPCH DEPCH DEPfH FLUID LEVE LEVEL ' 2/14/90 2:29 16 14.5 15.9 DRY SHEEI'S FOR AN Z/ZO/9I) 2:41 IG O IZ.H DRY IXPLANATION OF coMe~G~-rEO: 12/14l90 7'ER1dQ'10LOGY ON ~ cc: DA CA: SG Rig: ~ THiS LOG 4/90 ~ . GEOLOGIC TERMINO OGY , The qeologic description indicates the apparent depositional origin or stratigraphic name. Geoloqic identification is interpretive. Judgement is sometimes limited due ta small or disturbed samples. ' General categories of geologic deposits, and descriptive information is as follaws: ~ ALLWIUM COARSE: Sand (and gravelly). Stratified. Deposited from fast moving waters in streams , and rivers. (Inciudes glacial outwash.) FINE: Clayey and/or silty. Stratified. , Deposited from slow moving waters in streams, rivers,lakes and ponds MIXED: Combination of Fine and Coarse ~ Alluvium BEDROCK Wide range of characteristics: from hard, dense, consolidated . ' rock; to soft, compzessible, and unconsolidated soil-like material. , FILL CONTROLLED: Compact, uniform material; inorqanic; no debris. UNCONTROLLED: Loose or variable density. Mixture of soil , types. Often contains debris and organic material. ~TILL Normally contains a wide range of grain sizes, from boulders through clay. Usually non-stratified. Deposited directly from glaciers. ~oESS Silty. Non-stratified. Upper layer. Deposited from wind. SLOPE WASH Organic an$/or inorganic material washed from slopes and ~ redeposited. SWAMP Peat, muck, and marl, and organic soil. Formed through EPOSITS accumulation of organic material under water. OPSOIL Contains both inorganic and organic material. Upper, black ' Iayer of soil. Formed by weatherinq of inorganic soil and accumulation of organic material. TUMBLEROCK Dominantly gravel, boulders and rock slabs. Deposited from ~R COLLWILTM gravity flow down hi12s or cliffs. WEATHERED Bedrock which has Heen substantially weathered through ~EDROCK disintegration or decomposition. Texture and composition grades into bedrock. WEATHERED Texture, composition, and position is intermediate between ~oIL topsoil and tton-weathered soil. , . ' ~ GENERAL TERMINOLOGY NOTES ' FOR SOIL IDENTIfICATION AND DESCRIPTION ' Grain Size ' Term Size Boulders >12" ' Cobbles 3"-12" Gravel #4 sieve - 3" Sand #204 - #4 sieve Fines (silt & clay} <q200 sieve , Stratification , Term Thickness layer >1/2' , Lense 1/2" - 1/2' Lamination <1/2" Fiber Content of Peat (ASTM D4427) , Fiher Content Term (Yisual Estimate) ~ Fi6ric >67% Hemic 33 - 67~ Sapric <33% ~ Consistency and Strength of Fine Grained 5oils , Unconfined Compressive Strength, psf N-value, Term (Normal Range) BPF ~ Yery soft <500 <2 Soft 500-1000 2-4 Medium stiff 1000-2000 4-8 ~ Stiff 2000-4000 8-15 Very stiff 4000-5000 15-30 Hard >8000 >30 ' Relative Density of Coarse Grained Soils Term N-value, BPF ' Very loose <5 Laose 5-10 , Medium dense 10-30 Dense 30-50 Very dense >50 ~ ~ ' ~ . IOENTIFICATION OF SOILS , (V[SUAL-MANUAL PROCEOURE) r'sxo,...~wnrr.nw GW ~,sx...a-+w.n,.w.an...~ ' / ~ iss.a.e-~w~n~.ww~.a..i.nn,.,b ~ / .«.wn:.e GP ~,n..w-~v~o.~ r v.ba v...e~ [1SS YM ~ ~bodY Y~bb V~~~1 ~n~ uM W~IIYwiM 1iM•MImMM GW'GM~<151uM-~~Vy1~rWMOnvlwrt~ult , GIIAVEI / Z155YM~~WUIyM.IM~~d~~Inult~WwM iv...~> iexr,.~..C ~r:~»-cce.cH GW-GC,~<,s;w,e-~w.~ % ~ 'W«!~d W~rel w~N sl~~ ~P~hNbb~M1ir~.MLe~MN GP•GM 1<tss..m~r~ny.wm~....~~.mo~..~„a»„e ~r u..aw a....~..~~n.,p 215%YM Ypy~lY I~WA yuulvn~ ~~It ~W uW ~ r,~.~.c~ a. cn GP•G C_~ <,s:..m r~nr n-~.a a...n _n~ Zis~ ..ro ~ reanr n.e.a n...~ ~en wr u.~ um IIM•M~wMM GM~~~S%YM~~Silry~nvl zlss ~m.~ • Ztss um ~ur u....i.nn ~iw ' biuYQCpCN GV G1SIrN~~CIp~YY~~~~1 ~if 5s ~.M C4~~y p...l ~1m u.q W~IIq,~l~p ~W C1511 W~119~~ebvnJ j51i 1:~~ Ir~r~l-+ Ipp1Y lrap~d S. P~~ ISY O~a.N W~119~~OM uN ~:tn p~aul <IS% pa.a vm~W p.J W uM ~ ~~I$f /u~J~~PWiIY 4aN rW ~~1~ py~d hun•4LerMM SW'SM~f134p..n-~w.nVw~u.W~nn~,lt W~IIM~'1M~ p~+ >15% V~r~l ~ W~IIMdd w~W rnn ul~ ~~p pq~el $4N~ ~ IiM~.~Le1f.X ~W~JIi Q15YOnr~1~~Wr11Y~OWUM~n4d~y ' 1 ~M i IOY Irru~ ~Z15Y Ou~d W~119~WN w~W wn~ tbY ~1y yod ~ xv,••n iwvM~erMH SP•SM~~<is+tv..a-+vm.iro.ww..w.~.n~a~ om.I~Y.ON~ ' `jt5twa..i-~POO.~rarwwum.~~n..~~.nGa...~ Ii~.CLNCN SP'SC~GISYV~rI-+VyyIYRAeJUMnulr<IaV ~15X M~~~1~~ Paq1Y V WN uM ~ul~ Nq ~M Y~vl 1iMPMLarMH SM1 +~'IS%Y~°I~+iAIYwM ' i1516ro 'r~~iSYVUN~~:.1~YMMrVbpu.J ~1nn•CLarCM rJ(~i~VSx~uu~-~O~r.iuw ~15%ywd CqY.v urW ~n~ qn..l <~OX o~ui No.200 ~<75X Plu~ Na. 200 Lean clay ~ 15•75% vlu~ No.I00 ~X sand Z%qraval ~ean cl.y wi~~ und C L % ssM 9uvel Le~n C4Y w~1~ pnrd X und >X o! qra~el ~<t5% pia.d SandY leaa claY ~70X plm No. 200~ ~15%9~a~N ynaY lun cl~y rvith 9nv1 ' X und <%qn.el ~<75X nnd CrarellV lean clay >75X sanJ Grarelly Imn day with und <70Y. Plu~ Na. 200 ~<15X Olut Na. 200 Sil[ 75~25% plui N0. 200 sand _X grarel Si11 wiih san0 M L % sarM grar<I Silt wiN g~arel I X und ?X of qn~el ~ C15X 9rir<I $a~WY iill ?10X plu~ Na. 200 ~ >75X pnr<I :andy s~l~ with yr~r<I %und <%prarsl~<75%~ard-~Gu.el~y~il~ 1 Z75%1and Gra.dlY till witA und <]6X olut No.200 ~<t5X Dfut No.200 Fat ehy 15-25X pim Na. 2~~X und ZX 9nre1 -?Fa~ cqY wi~h uad C, f'{ ' X und <X Orav~l-~ fat elaY wilh v~arel %und ?%al qra.el~<15X 9ravd-~ SandY Islcl~y >30X plm No. 20U~ ~75X 9ravel SandY Iai claY wqh qnrd %und <%9nrd ~G15%wnd ~~Gu~e11Y h1 claY Z15% und -?Gr~rellv fa~ cl.y wi~h uM ' ~ C70% Piw No. 200 ~<15% plyt No. 200 Ebnic ~il~ 15~25% Plu~ No. 200 wM ZY ynrd Elutic ~ilt with und M H %++~d <X ar~r~1 - E4~iic sili wiih vrarel Xund Z%ofqrard~G15X9nn1-?Sandyelarti<silt ' >30X plus No. 200 ~ Z75X 9r~re1 - `$andY el~itic iilt wiN pr~.el %uM C%Ou~alt +<15%mnd Gnr<IlYelarucidt -~~>15% und Gr.reQY el.~ric tilt wi~n une , ~ C30% Plw No. 200 ~<15X Plui Na. 200 Orqan¢ wd . . i5.25X plut No.:00 %uM>X prne~~ Orqanie wil wiN wnE OL/OH ~%undGk9nrH -~o.y,n~~,mi..~mv...e X uM 9n~d ~<75% pnr~i S.nEY orpame wn ~lUx pW~ No. 790 ~ ZiSS 9nnl SanCY or9anm w.l witA anr.l ' x wn0 <x an..l ~<ISx unA Gn..ll~ o~p.nie wil Z15% uM Gn.JIY orp~me ~oil riln unA hor[-Percenuanarc dved on a~ima~inr omounu o((nn, unl, aM N.~~ ~o ~Ae nnrm S`;. ' , BORING L06S: A68REYIArIONS, NaTATIONS, AND SYMBOLS ~ (Page 1 of 2) B,H,N: Size of flush-3oint casing or core barrel ' ' AC: At completion of baring CA: Crew assistant , CAS: , Casing CC: Crew chief , CONS: One-dimensional consoltdatian test COT: Clean-aut tube 0: Sampled soil appears dry , DEN: Dry density, pounds per cu6ic foot DM: Drilling mud or bentonite slurry , FA: Power-driven flight auger; P-pulling procedure; 5-spinning procedure HA: Hand auger ' HSA: Hollow-stem auger HYD: Hydrometer analysis ' LL: Liquid limit M: SamPled soil appears moist MC: Calumn used to describe moisture condition of sampies and for the ~ ground water level symbol. N(BPF): Standard penetration resistance (N-value) in blows per foat {see note ' ~2a helow) PA?: Paper plug PL: Plastic limit ' qP: Pocket penetrometer strength, tons per square foot q~: Static cone bearing pressure, tons per square foot ' qu: Unconfined compressive strength, pounds per square foot " R(est): Hveem Stabilometer R-Vatue (estimated) ' Res: Electrical resistivity, ohm-cros RD: Rotary drilling with fluid and cone-type roller bit , REC: In split-spoon (see note @2b below) and thin-walled-tube sampling, the length (in inches) of sample recovered. In rock coring, the length of core recovered (expressed as per cent of the total core run). ~ REV: Revert drilling fluid SA: Sieve anaiysis SR: Skid rig; non-rotary drill (skid-mounted) ~ S5: Standard split-spoon sampler (steel; 1-3/S-inch inside diameter; 2-inch outside diameter) _ ~ TW: Thin-walled tube (2" and 3" diameter) ' , ' ~ BORING L06S: ABBREVIATIONS, NOTATIONS, AND SYMBOLS ' (Page 2 of 2) ' VANE: Vane shear strength, pounds per square foot; L-la6oratory; F-field wc: Water content, as percent of dry weight ' W: Sampled soil appears wet WASH: Sample of material obtained by screening returning rotary drilling fluid or by taking a split-spoon sample of material which has t collected inside the bore hole after "falling" through drilling fluid WAT: Water WH: Sampler advanced by static weight of drill rod and 140-pound hammer ' WR: Sampler advanced by static weight of drill rod -200: Percent of material finer than #200 sieve ' ~ . Water level symbol 25: Diedrich Model 25 rotary drill (skid or truck-mounted) , 55: Central Mine Equipment Model 55 rotary drill (truck-mounted) 57: Mobile Drill Company Model 57 rotary drill (truck-mounted) ' S50: Central Mine Equipment Model 550 rotary drill (rubher tire-mounted) , NOTES: 1. The size of drilling tools and related equipment is indicated by a ~ number or letter. Examples: 1) a hollow-stem auger with an inside diameter of 3-1/4 inches is shown as 3-1/4 HSA; 2) a B size core barrel is shown as B core. I 2. In highly resistant material: a) The standard penetration test consists of driving the sampler with ' a 140-16 hartuner and counting the number of blows applied in each of three 6-inch increments of penetration. If the sampler is driven less than 18 inches, as permitted in ASTM-D1586, the blows for each ' complete 6-inch increment and for each partial increment is recorded on the boring log. For partial increments, the number of blows is shown over a bar or slash and the partial penetration less than 6 inches is shown to the nearest inch below the bar or slash. ' b) The length of sample recovered, as shown on the "REC" column, may be greater than the distance indicated in the N column. The disparity ~ is because the N-value is recorded below the initial 6-inch set (unless partial penetration defined in ASTM D1586 is encountered) whereas the length of sample recovered is for the entire sampler drive. ' ~ , , ' FIEL~ SAMPLING AND TESTING METHODS ' Page 1 of 2 ' Standard Penetration/Split-Spoon Sampling Method. In this method, a steel split-barrel sampling tube is driven into the soil with a 140-pound hammer ' droPped from a height of 30 inches (the hammer is dropped onto a rod attached to the sampler). The number of hammer blows required to drive the , sampler tube 1 foot into the ground (after an initial set of 1/2 foot) is recorded as the standard penetration resistance (N-value) of the soil for ' the sampling interval. (Penetration of less than 18 inches is permitted under ASTM 1586.) When driving is complete, the sampler is retracted and opened, and soil samples are taken from the tube. The bore hoie is t advanced between sampling intervals with an auger, casing, or rotary drill bit (with drilling fluid). When the ground surface is frozen, soil samples ' from the frozen zone are taken off the flights of the hollow-stem auger. (Details of this method are described in ASTM D-1586.) ' Static Cone Test. This field test determines the static cone bearing pressure of the soil--that is, how much resistance the soil has to penetra- ' tion by a cone-shaped point. The cone bearing pressure (q~ value) is equal to the maximum load applied to the cone divided 6y the area of (the base ~ of) the cone. Two types of penetrometers are used, mechanical and manual. Mechanical cones are pushed hydraulically with the drill rig and the maxi- ' mum load is measured with a hydraulic load-cell. Manual cones are pushed by hand and the load on a manual cone is determined with a calibrated proving ring. , Thin-Walled Tube Sampling Method. In this method, thin-walled tubes (2 or ' 3 inches in diameter and about 2 feet long, and fitted with a ball check valve) are pushed into the soil, then retracted. Relatively undisturbed ' soil samples are extruded from inside the tubes. (Thin-walled tube sampling is described in ASTM D-1587). ' Corin9. In this boring method, a diamond or carbide bit on a double-tubed barrel is rotated into rock to the desired depth, then retracted. Rock ' samples are taken from the inner tube. (Rock coring is described in ASTM D-2113.) ' ! ~ ~ ' FIELD SRMPLING AND TESTING METHODS age o ' Auger Borings. Auger borings are drilled by hand ar with a power-driven , auger. , The hand auger method consists of drilling the auge~ into the soil in increments of approximately 4", then retracting the auger and o6serving the material recovered. This allows almost continuous observation of the soil , profile. ' Two procedures are available in drilling power auger borings: "spinning" and "pulling." , - In the spinning procedure, the auger is drilled ,into the ground in increments of 5' or less. The auger is then spun rapidly. Soil ~ "rides up" the flights of the auger to the ground surface, where samples are taken. In general, this method results in reasonably ' accurate identification of the soil profile above the ground water table, but it can be very misleading - particularly in sandy and t gravelly soils - below the water table. - In the pulling procedure, the auger is drilled into the ground and then ' withdrawn to above the ground surface. The general soil profile can be observed, and samples of materials adhering to the auger are taken. In ' general, this method is considered to be a little more accurate than the spinning method in soil above the ground water table, and more accurate than the spinning method in soil below the ground water table. ' , ~ ' , ~ ' ° . BORING LOGS: GROUND WATER INfORMATION ' (Page 1 of 2) ' ' Ground water information is shown under "Water Level Measurements" at the bottom of the log and in the "MC" (moisture condition) column on the right ' side. Because the presence of water in the soil and the level of the ground water table can change over time, the information presented is , accurate only for the date and time the observations and measurements were made. ' The following information (in addition to the sampling date and time) appears under "Water Level Measurements": , ° The sampled depth, which is the lowest depth of soil sampling at the time of the measurement. ' ° The casing depth, which is the depth to the bottom of the casing ' or hollow-stem auger at the time of the measurement. ° The cave-in depth, which is the depth at which the measuring tape ' stops in the bore hole. ° The water level, which is the point in the bore hole at which free- ~ standing water is encountered with the measuring tape. If free- standing water was not present above the cave-in depth, the word "wet" , or "dry" in this column indicates whether soil adhering to the end of the measuring tape appeared to be wet or dry at the cave-in depth. ' ° The drilling fluid level is similar to the water level, except that the liquid in the bore hole is drilling fluid. ' The water level, drilling fluid level, and cave-in depths are measured with ' a weighted measuring tape. , ' ' , ' , BORING LOGS: GROUND WATER INFORMATION , (Page 2 of 2) ' The "MC" column indicates the moisture condition of soil samples. A"D" ~ in the column means that a soil sample appears dry (absence of moisture, dusty, dry to touch); "M" means moist (damp but no visible water), and "W" ~ means wet (visible free water). (NOTE: An isolated "W" at the top of the ~ boring, over a column of "D's" or "M's" m~ be an indicator of recent ~ thawirtq of frozen soi] in the top ]ayer.) The water level sym6al ~ in the "MC" column indicates the estimated pasi- ' tion of the qround water table in the boring. A water level symbal with a downward-pointing arrow means that the water table is interpreted to be at ' or below the ]evel indicated. A water level symbol with an upward-pointing arrow means that the water level is interpreted to be at or above the depth ~ indicated. The absence of the water level symbol on a log does not necessarily mean that ground water was not encountered or that the water table or piezometric surface was not penetrated. ' Overaii, determining the position of the ground water tahle is an interpre- ~ tive process that depends on such factors as water level measurements, the presence and type of drilling fluid, the condition of samples, su6surface conditions, site conditions, whether the bore hole is covered or open, and r weather conditions. Because of these factors and those noted previously, the actual ground water level in the field may vary from that shown on the t boring logs. ~ , ' ' ~ ~ i 12,19/90 15 52 Fil 612 4S~ 9087 FRONTIER DEV CO ,y,,, ~J002 ~ ~S'r`"'~~~`~~ . - . ~ ~ . < o ' r,~',~~ ,-c~' ~ ~ s ~ T'~ ~ r. REPORT DN GEOT$GHN=Cc3L F.EVSEw ~OR ~ EAGAN ~ 2~IINNE54TA AE"P ~90-1013 SIIffiffiRY , ;Purpose _ Th~ project consists of constructing a single-family dweZlinl at 'Lo~ 20 of BlocI~ 6 of the Stafford Piace subdivision ].n Eag~•. pw~-pvse of our S~ices far yau an ~tis pzQ7ect is to obtd].n svbsurface soil and ground water 3nformation in ~he area oflthe ~ 'proposed structure- Specifically, tlae city bvilding inspectar . asked that two soil borings be drilied along the front side (nearest the street) o~ the pxoposed dwelling. Based on the obtained in€ormation, _we will provide camments aoncerning tha subsurface conditions to assist you and your design consultants ix~ pl.anning and constructing the pra7ect_ Scu`[~e ~ ~ Sn arder to accamplish the prvject purpose, you have authorized us to perfarm _two test borings and to perform a.geotecbn2cal engineer#.ng review tirhic3~ is being presented ta yau by this repo~- _ 'Findinas _ The basic soil profile encountered in the bori.ng consists af ~~-1 !overJ.ying .:natural inorganic soils (glacial. tillj. Fill. was - e3tcovntered to a depth af abau't 1D' beZow the present grlound !surface at the soil boriag ZoCations. - ~ _ Reaommendations ~'he follor,..ing recommendations are in condensed fa*_-m ~or your ,convenience. It is importan~ ~hat you study aur entire repor~ for detailed x~comaendations. ~ ~ ~ • The existing €ill, as enaovntered in the snil borings, shoald pravide adec;uate support for the foundations and f~oor slabs. Faundations cans~cructed on the fill soils can 'he desilgned ' based on an allowable soil bearinq pressure oP up to 1500ipsf. . l ~ ~ ~ r . . ' ~ _ - { = . _ _ . ~ - 12/19~50 15:51 FAX 812 454 9~6i FR~NTIER DEV. CO ~10- - - - - - ` '^"F.'., . . ' , - _ :"!c^' . N.~w~~: A`r.., .^a+_. n ' _ . ' ' . . . . - - - . ~~RO~tT~ ~ ~ ~o~~~ . . _ ~,.-:d , Y,G~t~. . - ~ . , _ _ , . ~-j~~ F3~~_.-3 'Id!- ' H - . r:GH._ rsfl DEJ""u-~P'..r-r'~ ~Bf,~L~i~ . _ • I - ~ (fiL:? k:~-5~J67 C=~ . ~ , Ce'- C~"`-~? - .f ~ ~ r a • - ~ .~r OE P~ C~G~ff7s ~ C4Fr~ c~?.~} ~ . -~r~ .SY~• ~~~T _ . -~''s S.'0: ~C11 ~:.0 6 ~ - _ . . ~'TQ: . _ - _ _ . . _ _ - rsC~: ~ ~L~ ~N . - _ x ~ -L ,d v~- V - ~y ~ _ - 7~~ 2 ~ ~ ~ .-~?~S~E T~ ~ _ j-~y. .x~~ _ : Sd / t' 3 N ' ~ ~,~T - -?~t'~ + ` _ _ ~ - - " . . 'iI_~~~:.i I~ Y`~4'."--: RI _ -~I t ~ . ~ . ~ \ Y~l~~l~I~I~MI~. ~~~~'~'~~A~Y~~~NMr~JJ~~l~~~~h~ ~'i~~\{~~ I . 5`~ - ~ 3 L~3 . . . ; _ _ . _ . . CITY OF EAGAN FOR CITY USE ONLY ~ 3830 PILOT KNOS ROAD EAGAN MN 55122 PERMIT # PHONE: (612) 454 8100 RECEIYT # 1~G~~~S"tk~~.~H~~'~ DATE: / o? 9/ R~S~~?~~i1I._~ PLEASE COMPLETE IIPPER PORTION ONLY FOR SINGLE FAMILY DWELLINGS & _ TOWNHOMES/CONDOS WHEN YERMITS ARE REQUIRED FOR EACH UNIT. WORK DESCRIPTION FEES NEW CONST ~ ADD-ON MINIMUM $15.00 ADD ON HVAC 0-100 M STU 24 00_ REPAIR ADDITIONAL 50 M BTU 6.00 GAS OUTLETS - MINIMUM ~3-ODi OF 1 PER PERMIT OWNER NAME: ~~nn~TicQ ,~~uELi~l~m~n,r ~oR~• ~ 7 SUBTOTAL: y, o~ SITE ADDRESS: ~Oi J~ ~fF612TL iNF STATE SURCHARGE: .50 LGT:~~ ni.OCk SIIPi. ~7-AF'kn2.9 'F"CJ~C_r T^':.^.;,: So~`/.50 INSTALLER: ~oRcE?J ~lR~n1C..C~I~IQ W~azeL /~Tr'.~9`-f~IC ' g ~v(~u~o ,i~i. ADDRESS: ~955 SAAr._%ueE ~L9A1~ SIGNATURE 0 ERMITTEE CITY: ~AG ~3u , I"! N ZIP: 55 i PHONE `t.`Ja- ~~G~~C ~ ~6fAMLRC~A~~TLTISUS~'R~AT., PLEASE COMPLETE THIS PORTION FOR ALL COMMERCIAL/INDUSTRIAL BUILDINGS, ~ APARTMENT $UILDINGS, AND MULTI-FAMILY BUILDINGS WNEN SEPARATE PERMITS ARE NOT REQUIRED FOR EACH DWELLING UNIT. CONTRACT PRICE: FEES OWNER NAME: 1~ OF CONTRACT FEE. STATE SiIRCHARGE - $.50 FOR SITE ADDRESS: EACH $1,000 OF PERMIT FEE. ~ PROC SSED YIPING = $~~.UO IAT: BIACK _ SUBD. $25.00 MINIMUM FEE. INSTALLER: CONTRACT PRICE x 18 $ ADDRESS: STATE SURCHARGE $ CITY: ZIP: TOTAL: $ PHONE ( S I GNATITRE ) FOR: CITY OF EAGAN ~l-~ zoo6 RESIDENTIAL BUILDING rEx~nT aPrLicaTioN City OfEagan 3830 Pilot Knob Road, Eagan MN 55122 Telephone # 651-675-5675 FAX # 651-675-5694 New ConsUuction Reauiremenis RemodeVReoair Reouirements Oif'xx Use OnN 3 registered site surveys showing sq. ft. of lot, sq. R of house; and all roofed areas 2 wpies of plan showing footings, beams, joisGS Cert W Survey Recd ~_Y _ N (2U% maximum lot coverage a~owed) 1 set of Energy Calculations for heated addNOns Soils Report. ~ Y~_ N 1 Soils Report H proposed building is to be placed on disturbed soil t sfte survey for additions & decks Tree Pres Plan Recd _Y _ N. 2 copies of plan showing 6eam & wir~dow sizes; poured found des'gn, etc. Add'dion - indkate A on-sAe septic system Tree Pres Reqmred _ Y~_ N 1 set of Ene~gy Calcula6ons OnsAe 5eptic 5ystem:~~ _Y- _N 3 copies of Tree Preservation Pian'rf lol plaried after 711/93 Rim Joist Detail Options selection sheet (buildings with 3 or less un~s) - Minne3asco mechanipl ventilation fortn Date / 1~ / ~ Construction Cost Site Address /`r'S~ol 1J ~~!'fb ZT ~li'~L IInidSte # EiA D~-I J~ rJ Description vf Work ~-C~ -/zC7n'! ~ Multi-Family Bldg _ Y~ N Fireplace(s) _ 0~ 1 _ 2 PropertyOwner~y-f-~~1n ~~)~i~~U~' ~(~cj'~~-~,J~~ Telephone#(~+,~j) ~YL:SI ~~C~ ~7 Contractor Address City State Zip Telephone # ( ) COMPLETE THIS AREA ONLY IF CONSTRUCTIN6 A NEW BUILDING - Minnesota Rules 7670 Cateeorv 1 _ Minnesota Rules 7672 Energy Code Category . Residential Ventilation Category 1 Worksheet • New Energy Code Worksheet (Jsubmissiontype) Su6mitted Submitted . Energy Envelope Calculations Submitted In the lasi 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 Telephone ) Mechanical Contractor . Telephone ) Sewer/Water Contractor Telephone ) I herehy 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 pernut, and work is not to start without a permit; that the woxk will be in accordance with the approved plan in the case of work which requires a review and approval of plans. ~ ~ ~ ~;r~i~ i2_;-l ~~-cttz~,^~ ~ ~ / _ ~ _ Applicant's Printed Name icant's Si~ DO NOT WRITE BELOW THIS LINE Sub Tvaes ? 01 Foundation ? 07 05-plex ? 13 1&plex ? 20 Pool ? 30 Accessory Bldg ? 02 SF Dwelling ? 08 O6-plex ? 16 Fireplace ? 21 Porch (3-sea.) ? 31 Ext. Alt - Multi ? 03 01 of _ plex ? 09 07-plex ? 17 Garage ? 22 Porch/Addn. (4-sea.) ? 33 Ext. AIt - SF ? 04 02-plex ? 10 08-plex ? 18 Deck ? 23 Porch (screen/gazebo/perola) ? 36 Multi Misc. ? 05 03-plex ? 11 1aplex ? 19 Lower Level ? 24 Storm Damage ? 06 04-plex ? 12 12-plex ? 25 Miscellaneous Work Tvoes ? 31 New ? 35 Int Improvement ? 38 Demolish Interior ? 44 Siding ? 32 Addition ? 36 Move Building ? 42 Demolish Foundation ? 45 Fire Repair ? 33 Alteration ? 37 Demolish Building* ? 43 Reroof ? 46 Windows/Doors ? 34 Replacement '~emolition (Entire Bldg) - Give PCA handout to applicant D@SCCIptl011: Water Damage _ Yes Valuation Occupancy MCES System Plan Review 100% or 25% Census Code Zoning City Water SAC Units Stories Booster Pump # of Units Sq. Ft. PRV # of Bldgs Length Fire Sprinklered Type of Const Width REQUIRED INSPECTIONS _ Footings (new bldg) Sheetrock _ Footings (deck) FinaUC.O. _ Footings (addition) FinaUNo C.O. Foundation HVAC Drain Tile Other Roof ~ Ice & Water _ Final _ Pool FCgs Air/Gas Tests Final _ Framing _ Siding _ Stucco Lath _ Stone Lath _Brick _ Fireplace _ R.I. _ Au Test _ Final Windows _ Tnsulation _ Retaining Wall Approved By: , Building Inspector Base Fee Surcharge Plan Review MC/ES SAC City SAC Utility Connection Charge S&W Permit & Surcharge Treatment Plant License Search Copies Other Total PERMIT City of Eagan Permit Type:Mechanical Permit Number:EA111030 Date Issued:06/10/2013 Permit Category:ePermit Site Address: 825 Shortline Lot:20 Block: 6 Addition: Stafford Place PID:10-72500-06-200 Use: Description: Sub Type:Residential Work Type:Replace Description:Furnace & Air Conditioner Comments:Questions regarding electrical permit requirements should be directed to State Electrical Inspector, Mark Anderson at (952) 445-2840. Phil Holmin 900 Park Knoll Drive Fee Summary:ME - Permit Fee (Replacements)$55.00 0801.4088 Surcharge-Fixed $5.00 9001.2195 $60.00 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - David J Schwalbe 825 Shortline Eagan MN 55123 Holmin Heating & Cooling Llc 900 Park Knoll Drive Eagan MN 55123 (651) 405-3853 Applicant/Permitee: Signature Issued By: Signature PERMIT City of Eagan Permit Type:Building Permit Number:EA150421 Date Issued:07/06/2018 Permit Category:ePermit Site Address: 825 Shortline Lot:20 Block: 6 Addition: Stafford Place PID:10-72500-06-200 Use: Description: Sub Type:Windows/Doors Work Type:Replace Description:One Window/Door Census Code:434 - Residential Additions, Alterations Zoning: Square Feet:0 Occupancy: Construction Type: Comments:Improvements to the home require smoke detectors in all bedrooms. If altering window openings or installing Bay or Bow windows, call for framing inspection. Call for final inspection after installation. Carbon monoxide detectors are required within 10 feet of all sleeping room openings in residential homes (Minnesota State Valuation: 1,500.00 Fee Summary:BL - Base Fee $1500 $62.50 0801.4085 Surcharge - Based on Valuation $1500 $0.75 9001.2195 $63.25 Total: I hereby acknowledge that I have read this application and state that the information is correct and agree to comply with all applicable State of Minnesota Statutes and City of Eagan Ordinances. Contractor:Owner:- Applicant - David J Schwalbe 825 Shortline Eagan MN 55123 (612) 819-2126 Crew2 Inc 2650 Minnehaha Ave Suite 100 Minneapolis MN 55406 (612) 276-1680 Applicant/Permitee: Signature Issued By: Signature