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Home My WebLink AboutISTS Permit 99-1101 . , CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED DATE TIMe ADDRESS I "i;;{ 1 '1 'l-:::n-'FI -'0\30 Howcu& ~. ~ OWNER PHONE NO. - CONTR. PERMIT NO. -.1"'1- /Jot o FOOTING o FRAMING o INSULA rlON o FINAL o FOUNDA r'ON o DEMOLITION o FIRE PREVo o PLUMBING RI o MECHANICAL o WATER HOOKUP o SEWER HOOKUP -SEPTIC INSTALL o PLUMBING FINAL o SITE INSPECTION o EXC/GRAO/FILLlNG o lKSHORElWETLAND o COMPLAINT o SEPTIC FINAL o FIREPLACE o COMMENTS: Sc...~,..J::< . -CJ A- ~ - /' ~ORKSATlSFACTOR~PROCEED o CORRUjET ACT' NO PROCEED o CORRECT RK, L FOR REINSPECT/ON BEFORE COVERING Inspeete Owner/Centr: . PALL 447-42~P F9R THE NEXT INRPECT/ON 24 HOURS IN ADVANC:'S, CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! _....-._.-._._--~-_..- -- ". ---'-'-~",- II CITY OF PRIOR LAKE INSPECTION NOTICE SCHEDULED ADDRESS I 5 2../ '7 ;{()/.)JA:fW OWNER DATE TIME 9~?a-'t5' ~ ~ '00 L,K, ,t( t) . PHONE NO. CONTR. PERMIT NO. 99 - / / () I o FOOTING 0 PLUMBING RI o FOUNDATION 0 MECH RI o FRAMING 0 WATER HOOKUP o INSULATION 0 SEWER HOOKUP o FINAL 0 PLUMBING FINAL o SITE INSPECTION 0 MECH FINAL COMMENTS: );!EPT, r, o EX/GRAD/FILLING o COMPLAINT o FIREPLACE RI o FIREPLACE FINAL o GASLINE AIR TST o ~k ~~Q .l.- D.",~.L.,- C~ ~ '&'5~~' r~k {:::IL...J. <t-i~ &~J;~ k 'r:/~L.J -l~ {,'I.Ly '" ~K SATISFACTORY, PROCEED o COR ACTI ND PROCEED . CALL FOR REINSPECTION BEFORE COVERING INSNOTl CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! II CITY OF PRIOR LAKE INSPECTION NOTICE DATE TIME SCHEDULED /Oft/'" 1:.3./) ADDRESS /5Z/c; /fdW/lk!O t..K:. ,eO OWNER CONTR. PHONE NO. PERMIT NO. 1'9-//0/ o FOOTING o PLUMBING RI o EXIGRAD/FILLlNG o FOUNDATION o MECH RI o COMPLAINT o FRAMING o WATER HOOKUP o FIREPLACE RI o INSULATION o SEWER HOOKUP o FIREPLACE FINAL o FINAL o PLUMBING FINAL o GAS LINE AIR TST o SITE INSPECTION o MECH FINAL 0 COMMENTS: ~~ N\ o..~. "'1",--,\< ()~~t l<,p~ <;'~...I... c.-t ~ IIll!w ~~ I1~O't- rnMr"",J-t ~.--'::o-D""" r ~1,,1'.p ('. .~~.QC4N'.o ~.L 6 k ~~.) Q.R:\- \-?~U'...\Lf.,..._ ':- ftl"...,.((c.....1P ~ V ~. ,_ . Ii tt;......J .~ o WORK SATISFACTORY, PROCEED )11( CORRECT ACTION AND PROCEED o CORRECT rJJALL FOR REINSPECTION BEFORE COVERING Inspector: I Owner/Contr: , .. CALL 447-9850 FOR THE NEXT INSPECTION 24 HOURS IN ADVANCE. CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH & SAFETY! INSNOTl II ~~ HtJ w A ,e{) CITY OF PRIOR LAKE BUILDING PERMIT, TEMPORARY CERTIFICATE OF ZONING COMPLIANCE AND UTILITY CONNECTION PERMIT I'D:;i3/Q9 L-A Kt:.- KD 1. White 2. Pink 3. Yellow File City Applicant L}ATF f1ECELVEQ 9p/97 Permit No. 99~/IO / DIRECTIONS SPACES NUMBERED 1 THRU 17 MUST BE FlLLED IN BEFORE PERMIT IS ISSUED (Please Print or Type and sign at bottom) 2, SITE ADDRESS a /5 Z / -/ /fISD BUILDING INFORMATION 1,. SIZE OF STRUCTURE (Height) (Width) (Depth) 3. LEGAL DESCRIPTION 12. NO. OF STORIES LOT ADDITION 4. OWNER BLOCK PID 25 ..q32- 009- 0 13. TYPE OF CONSTRUCTION 5. ARCHITECT Nt:::.',r::;,:;;, nd:;4w (Name) HNO B IJ 1//11 LJ.:s 6. BUILDER (Address) (Tel. No.) i'.4", '- ~/9- /07'Y: (Tel. No.) l./t.lS - q;).~L/ (Tel. No.) 14. FLOOR AREA APPORTIONMENT USE (Address) . ~ b;c.rr:"...... 101'( fkro-' (Address) ...",1(.. ~ (Name) 15. NUMBER OF OCCUPANTS OR SEATS OCCUPANTS A.Bli 7. TYPE OF WORK Fireplace LJ Septic 0 Deck 0 New Construction [j Alterations 0 Addition 0 Finish Attic 0 Chimney 0 Misc. SEP77 ('1. .C;LL5"~;vI 8. PROPERTY AREA OR ACRES 19. PROPERTY DIMENSIONS 110. CULVERT SIZE Sq. Ft. Width Depth Yes No I hereby certify that I have furnished information on this application which is to the best of my knowledge true and correct. I also certify that I am the owner or authorized agent for the above mentioned pr party and that all construction will conform to all existing state and local laws and will proceed in accordance with submitted plans. I am aware that the ~~~ rev e this permit for just cause. Furthermore, I hereby agree that the city official or a design,ee may enter upon the property to perform neqd inspections. JI'T/~'r .. q-<'y~q"1 - Signature Ucense No. Date ~>< . Re.roofing 0 Porch 0 Ae-siding 0 Finish Basement 0 SEATS 18. PROJECT COSTNALUE 17, COMPLETION DATE FOR ADMINISTRATIVE USE SETBACKS: Required Actual MATERIAL FILED WITH APPLICATiON Front Baok Side Side SOIL TESTS o ENERGY DATA o k?E.5A//L OFF STREET PARKING SPACES REO. SPACES ON PLAN PERMIT VALUATION PILING LOGS 0 PERCOLATION TESTS 0 BUILDING DEPARTMENT VALUATION USE OF BUILDING PLANS & SPECS 0 SURVEY 0 SETS COPIES PLOT PLAN o TYPE OF CONSTRUCTION: I 11 III IV V OccupancyGroup A B E F HIM R S U City: Amount Brought Forward .................. ct Park Support Fee ........................... !t, SAC ......................................... $ Collective Street Fee ....................... $ Sewer Tap ................................... $ $ Division 1 2 3 4 Permit Fee ................................... $ ';;l.LI'LS'O Plan Check Fee ............................. $ State Surcharge ............................. $ Penalty ....................................... $ .SD Plumbing Permit Fee ....................... $ Mechanical Permit Fee ..................... $ Pressure Reducer .......................... $ Meter Horn ............................ ....... $ Water Meter ................................. $ Sewer & Water Connection Fee ........... $ WaterTowerFee ........................... Of. Sewer & Water Permit ...................... $ Thl .e pennitres..v..o..... ..d.,.n.g..p..e$rmlt\lYl1e~IIP~'lll!EjO, Water Tap ................................... · 'f t$..-z, 7 Builder's Deposit ............................ $ By i Date Other ......................................... $ V ~ ...... Total Due .............................. $ :2-50, OC) CertlllcateofOccupan Zr- 0..... ';>"09- Paid ~ O. L.' Receipt ~ ~ , Issued / / ti. Date 4(/6, "1 By _ ~ ThIS IS to certify that the request In the above application and accompanYing documents IS In accordance With the City ZOning Ordinance and m y proceed requested. ThIS OOcument when signed by the City Planner constitutes a temporary Certificate of Zoning compliance and allows construction to commence. Before occupancy, a Certificate of Occupancy must be issued. City Planner Date Special Conditions if any 24 hour notice for all inspections 447-9850 ~~ 99- /IO( White . Building Canary . Engineering Pink . Planning Th~ Ct'ntt'r of tht' L.b COllnlry BUILDING PERMIT APPLIC.ATION DEPARTMENT CHECKLIST NAME OF APPLICANT /'1~T7HEW GAeelSOtJ 9/3/91 APPLICATION RECEIVED The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: /52/'1 J!OW/112.D LK.. iCD Accepted Accepted With Corrections ^ Denied Q IIQ 1______ Reviewed By: ~fJ!h.-. ~ - - ...-- Date: 9-8-f'5 Comments: I. ~"~~\~MA. s.~ la..e.. "",-&~ bv. <mk [',e.i &d;,l~ a "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." . . _-h ,...... ~- " ,0 -, , ./ / i / / ~ White - Building- Canary - Engineering Pink - Planning ~ - The ('eDler of the Like Counll)' BIIlLDING PERMIT APPLICATION DEPARTMENT CHECKLIST NAME OF APPLICANT, APPLICATION RECEIVED /1 T /' I /... ^.~ " /; The Building, Engineering, and Planning Departments have reviewed the building permit application for construction activity which is proposed at: j ;. z.: Accepted Denied / Reviewed By: Comments: j " Accepted With Corrections , ~~-. ..... Date: c / -.! ..\, 'I )\ "The issuance or granting of a permit or approval of plans, specifications and computations shall not be construed to be a permit for, or an approval of, any violation of any ofthe provisions of this code or of any other ordinance of the jurisdiction. Permits presuming to give authority to violate or cancel the provisions of this code or other ordinances of the jurisdiction shall not be valid." IS;).l"t {-b~ ~ u.. 2.S--Qn-oo<t -0 ,. " -,101(\1:\ l A.KE f,-: ',1 V t'( ~~~ ;1' \ ~ ,,;;, " ^ 1\' "f\l:Y\l:'w E~":,.pYiffl'[\~ rV"' . "t'i:-@{ \l,,,'.'.CCH~ "~ _PEflMIi NO.- "" _~'l:~A!--, ~ C':~' ,''71ED ^'" ~IOiEO \ -'~-i.1.- '-...., " ....\"'\\\C':, 1'-'0''0.. .(1.::". .~+"...., ::1='C' \".l''-'-'' T {~ \f C, , ' c; eel \t-~:f\!l\ Il1' {r. Gl P.'N-' ,. hall be done ./'--- tlO!'\ AH war", S e l ' {a' \ . j ,r"C m8 . & lonlnG code r - 2~1' \ bUl'dlflC -- J" \ ~r "'\lC~(} e ' " ..! 00 ~h\c. revlS " C,\ ~ ",;t c '('tl"llca\\ynoteul 1I1:__C ., '- '[,0,. '. __ AT "LL 11\,,""" '1 .._~ '_ . Si! 't. ..,..... . . ,., l'.'......' I' '. Separate permits are r~qulred for Plumbing, Heating, Outside SeWer and Water, aectrt<:al. &tc. Call Gopher State OnB Call before excavation 454-0002 J..F elC'I....{~ Ta.-k ..... ~ Ie.... USM.{ -d ~..,S'f.. ..........u- cCJt~ ~ PROTECT AND KEEP OFF DRAINFIELD AREAS. DRAlNAaD AREAS SHALL BE STAKED OFF. NO VEHICULAR TRAFFIC ALLOWED, NO STOCKPIUNG OF BLDG. MATERIALS OR FJLLALLOWED. II --.J 11(" - I '..:>.L I '1 !7"tZ'(.J<1..-,L ~ I,..~.,-, \f-;o'-~ ..---. \ \ ..... ^ \ ) ~ (' r. \~.Kr~. , '-\.1. u.. -;-_ \-..~ I It....\~ .. . / _ 1.lJ.n Ip". L . ~ ~......- ~,,~"""" '^^ .,.. 0 ^, ^ 'V\o..H- (-s-o..l'ri5.0 I) VC-f'~ .. I . ^ ." t ~ "... "t . ;- ~ /'".""" _. \1\1\... \ ( ,. 1'- '1''1'':) -j.L.:l"1' _v"){""__1 .. u" - \,II ".. n r~, _... . J'j'~,:" ~PPTJ{" ~V~TP1\,f np~Tn."'T UL..I..I.. ..1...1.'-' ......, ..&. ~.... L..I.l...... J..JLJUI.~.l'" T"\t:'~lrllr.' I"'DI'l'"r.'DT A. ....,L.~JUJ... .........'\o..&J..L..I.'lt..J.""', I.r. .1.-_ __ . LQ -=>, - 'r:>d--~..:!. \ \ EXlstmg J bedroom type I single tamlly home, No garbage disposaL ~ n ru.:~ yZ1As It ! ~ NeRci fY't -:d ~ bodJ rQJu-ltI ! UTATPD I1~Ar.P' ....SA_A"'- .........,............... 450 gaiions per day maximum. PERCOLATION RATE: .,.... ~~___"-~_ ___ ~__L .J.L UUIJULC;)jJCI 11I\..11. SEPTIC TANK: "l.....",I.. .......:-....f-~.......... ...............J-. .-c...._ "".:-~.~ ....._...1 ~~_.J:..~~_ 1__.._11 _ 1 ^^J'\ ___11__ ______. ,"-__I. :r___..J_..J \.,..11\...\.01\. It.^'':)U.'!S 1.41.1\. "VI :IIIL.I;; G..au "'VUUU1VII. 111;)L.CUI a I,VVV~dUVIJ V.C\..~l La.IlA. 11 IU;;::CUI;U. PUMP CHAMBER: 'nd::tll " , non o:.lInn nrpr~c::t f~nk _C;:pt nllmn ~c:: ~npr;fiptf f"n,- ~ thrpp hpnrnnm hnncp _u___n _ ~._ ~ _ l"'J_d__- r---.--- ,_u". __. ,.._..."... __ _r-__.a___ ._. _ _.___ ___.__n. n__"_ URAlNI-'JELU: Tre~tment Mound nreSSHr~ rlistrihl1tion rp01l1rt"ti l.nr::.tp,-t on::t 'lOin c::lnnp Tnt~1 mnl1ntf ~. . . -. . ... " - - --1-.----- ------- _u - - ..- ---r-' --.-. ..---..- ':lrp":I i.... ~('l ft>>t'ot h., Q(\ ..,."..t Dr-....t, h.....I '-"A..,to..rlllo... 1" f'.,...... h~,.If" t'....e.... n.....~.,...."'I,.......... ...I:.,,.. ~~.:...I.l... ....-.............. .............J ....... ..........- ......,...no ............ .............."........ IV''''''''''' V] -rv '''''''l. ,,",vnll""vp~ UU\.'l. "'U111 ~._.,O r_~.. _____L____ _J~L_ __ ~--'~I__ 0_ ""'" 1". _< T"" _.J _t" ....^ r, . ...."'..... ,. . 0 I:' JO ICCl, UP::UUpc: UII....c: WIUU11~ l,t. lCC::::l. CIlU UIKt:S ale""u Ie~t eacn. .JJV 10ns or sana IS required, Please see detaiL GENERAL CONSTRUCTION PRACTICES: ni"..:>>rt !>>II ~"rr':J"'p H'''''''''' o:JnH'u, I-"..^....... .1-."" Ar",;...r.""I~' "'.......... T"\..... ......... "': ......._1.... ..t...~ ...I__;.....r._LJ ..-.............. ...""........."" ..,....."". .....""....] "Vo" ........ ...IUU..LI.....au RI,",U. .LJI'V aaUl UI:toLUIU Lln;;; UIa.IIUIII;;;IU __~_ .J___..__~ ~___.._ _,0_ _ T"'_ ....,....,. roo .. .,.. aU::4 uUllug -";Ul1~U Ul,,;UUU. rt:.m,;c 011 Ult: uramnelu area II necessary. Iftnere are any questions regarding thiS design please contact Gary Staber at 461-2356. (i9- / /?]J MOUND DESIGN WORKSHI:I::I (For RO\'.'5 up to 1200 gpdl A. FLOW Estlmatc-d 1,';:D or measured gpd x 1.5 = gpd. Enim.u:d St....., Aow in G.l1oru per DIY (aid' I :S":'rbcr 'TYpe I 1}pe IJ T)-'fC III I TyPe tV ""'oon" 2 )(;Q ~::) 1'50 3 450 300 l18 4 600 315 :36 S 7S0 4S0 194 6 900 ,~ H1 7 IOSO 6CO )10 8 1200 61S .ca "" .1 .. ..- .. ~ .- -- B SEPTIC T A'\JK LIQUID VOLUMES -1.._ 'C=",",,---- gallons - ~~",,-C-..., F~~" c. sorrs (refer to site evaluation) 1. Depth to restricting layer = 2. Depth of percolation tests '" 3. PercolatiO.ll rate 2. '2..... ; 4. l.and slope J \ I .:L \.A mpi % inches inches N...,- of s_ - ~ - - -- -.... - ::::t:: 2 Of' '"' 3... S..6 7... -~. 750 1.000 1.>00 >.000 SM A., C*6 1.llS \,500 1.2S0 >.000 (s IJ) D. ROCK LAYER DMENSIONS 1. Multiply flow rale by 0.83 to obtain required area of rock layer: A x 0.83 = j,l-s:;:c:> gpd x 083 sq. ft I gpd = 2; D <:>sq. fl. Select width of rock layer no feet or less) '" I "'" Length of rock layer'" area... width '" Ji Co. sq ft. ... ,.:::. ft. = .q l:;:" ft. 2 it. ~ oJ. Rock Bed '...........,..,. ".;':-,,", ,'. .;. ,';.,.......,';, ...,.,:...,.,..'t. I '.~.,.~.,.,e,.'.";""';"""". ".,.,.,.,.~.'_~I~".~I~"""'""~ ........,.".,.".,.,....,.".,.".."'.J'.... r~lh <:10 ft ....,..,.,.....,..,.,.,.,...."."."......,...... IU . ..,.J_~.'.'I'.'I'I'.'.'.,~,.,.tI'.,. I '...,.,.,......,....,.,.~.,.'...."'.'.' ..,."'.~."'.."'.,.".~.".tI'.,."'."'~~...~~. E. ROCK VOLlJME 1. Multiply rock area by rock depth to get cubic feet of rock; ~ sq. ft. x -1- {to = 4~cu. ft. 2. Divide cu. ft. by 27 cu. ft./ cu. yd. to get cubic yards; 4=::cu. ft. + 27 = I C cu. yd. 3. Multiply cubic yards by 1.4 to get weight of rock in tons; Ii;, cu. vd. x 1.4 ton/cu. yd. '" 2.1 tons. -" . ~ -- l.ens.h F. ADSORPTION WIDTH 1 n__~~_l~~__ __~._ ~_ .__ ,,,,,,.~ ~L~~ _t' __:1 ~__ ......... ..~_~ 1. J e"ll...UJaUUH Jl1lt: JJ\ LUi-' .1.. JI1LJIt"~ UJ :'>UU I:> ~ l.ltpl I I I (m.p~ I raster than 0.1 I ~! .O~ J V.J lU.J f!o 15 J 161030 J ~I:~ 19 I 61.0120 I Slower I ha n .120 I , ...~-~.... '.-"l~.h..~ $~'A TOot;.:. 'I I r.__ I ._~ ~o::.ti=,~ SoiJTell:ltJte :~J ~~I . .- 1"::-1 ::oarse Sandi !.~~ I !,~ I I Sand I 1.<U l!.w I P""_ __ .r__....I_ n~n ?M ~~I~rl:i~~mJ 0:;9 i52 I f - L6afii- I Q.~ ~.OQ I ISilll..oaml~<''lU I '-1_..' _~_ -nirT ,1.' I '-1.tt;~_1I I 0.24 I g:oo I I Clav I - I - I I , .. SoiJ ......iA~ 50'" .. tI'l~ 01 fuw at"8! AN IollMi I i i I I I I i I I I j I 2. Select allowable soil loading rate from table; I 'Cr-. lTDd/ft2 . Vi " .., r....l_..I_&-~ _...J~__..:___ .._~...J,,-\-.. __,_:__ L__ _.J:__:J~~"_ ____1. 1__._". oJ. '--"..II_UJau: au.:oUlpUVll \'VJULU Ja.l1V uy UIVJUHlb IV(,.J't.laYt:'J ioading rate of 1.:20 gpdiftL by aiiowabie SOli ioading rate; 1.:Wgpd/ft'''''' ~pd/ft'= 2,J.... 4 Multiply -:1dS0rpti-on. 1:'lidth ratio by rock layer ,-,vidth to get "^q..,..."'-I "d'^ ~t~o'" .. .....I..h. ~ '- ,..uu..G u. _.H....rp I n wluu I ) i ~ x 26 It '" z.."-!. it ;;>1 . I G DO\\C:-;SLOi'i: DIKE \\lDTH 1. If !a!1ds1op"':s :;'~ or more, subtract rock la\'e~ \\1dlh from co;ori.::t;l)r, \'..i.j~~,: :0 obt::.in nlinir.~:.::n dC'h~:'i$J0~")e dike toe . -zJ" f~..../3;L ft = ll.. feet' Calculate \.Iin,mum mound size based on geometer)': a, Dele~mj:1e depth of clean sand flJI at '~Fs10pe edge of rock layer: 5,-paraliOtl ~ fcet b. ;~E:~;:i::;:"w;;.~:J;~,"ci"OP' ,C';'::. .~,.~,~~." ,. ., I ~ x ---1..1....%'" 100 = I.' feet '. -:-= + $IU' DUII".CI_ Up"IQ~t Width f- e, Add depth of clean sand for separa tion (20.) - 'm Ron B.d Wid'. - at upslope edge, depth of rod; layer (1 foot) to depth of _"" Downtlo.. WId'" cover (1 foot) to find the mound height at the upslope edge - ,,,I of Jock laver; .; . ""Z- it. 1ft + Ht = -4 feet d. Enler table with landslope and u-ps1ope dike ratio. Select dike multiplier of. Z. '/.."" . e. Multiply dike multiplier by upslope mound height to find upslope' dike KidtJ1: -=4 xZ. ?~ '7 feel f. Add depth ;:)f clean sand for slope difference (2b) at downslope edge, to the mound height at ihe upslope edge of rock I"yer (2c) to find the do....-nslope height; .J,. ft + ..L....l- fl = S. \ feel g, EntCT t~ble wiL'l !andslope and downslope dike ratio. Select dike::--,u]\jplier of 7_' "" . h. Multiply o!ke multiplier by downslope mound height to get dO\\'!1s1ope di.l<e ,,10th: ~ x '1 ,~ = :!.. L-.,feet - u~ ~~, 1. Compare the values of ste? G 1 end Step G2h Select the gre.2ler oi ~ht? t\,,:o values as ihe dO~,~'T'i51opc dike v/idL'rt; 3_ B. feet I ' I I ' ~ '" ~ J- IaiAl ~o~;1d \...;~CU1 is the 5i..:m of up~10pe c~Ke (G.2e) \~'idth pius rock layer \,';G~'" (I) 2) plus downslope dike wlOlh(G.2i); I Lit.,. ~ ft.,. 3.. <;:t it = C. ",feet lc Total mound length is the swn of upslope dike width (G.2e) plus rock layer le!1g\h (D,3) plus upslope dike width (G.2e); Z-t\ fl,. ~ it + 2.;". ft = ~ fed ~ ~ Rl>C:1. &.0 Wlo\n _!.., " . ~ , TOUll.."f11'1 Uo""n~jopc: L p<l<>p' i.1 to:) ;.1 ~ l ~:I III:! i) !o:} t~ J !:I Ll , .ko~ . . , . .'0 .0 " " '.0 \0 <0 '.0 .~. I ,. ,.;7 ::a ..,)I 7.!.) ~" '" "-,. ~"" .." :'\1 .. ~;.., ;.:>4- ..0 b{ :f.E. ;:-u ,-" .!..... f..a .... '" 4."- :N :-,~1 .'" :..~ 1., c..5 ,... ~.:"'I ", .1 .,~, f.~ " ..:i ~- ~4.!. t.:' '" ,.. ..:. ; -'... ~ 11) ." ...' 10.:"7 :....1 UJ ,,, ..., ~l' f.:') . .. :..:::. .:' U,. ~z.O' :...~ I::> ::,~ 10.41 ,., ~ 4!f , "" ~.:.. :t, lC.>I. :~_..) :~ )]1 l_:"D ..::l ~'" 5_~) . .! !t. l.;-.J J l~l..oI lHl '" lID lS1 ..a; ... ... . " '" ". IH" :l.lol ;;;"Jl. ':.~ '" ,.. ... u. 22 '0 ::'0 Q 1tO l!t'J l:~) :.~; ~ 1.3J ~,:,,! ,,' .., " .. :I 1:-~ j(;4) ::..r. ::..;::l -....1 ,., ,,,. " M '.-::";'>"i.l ",:',j;"j. '-:.~ _. ):1 :i.. ,tD ,:1 MOU~D CROSS-SECTJOH ~-----_.. - ---. -- I I FERCENT SLOPE OF OrUGIN^L SOIL IC FT." .lj~F1'.S!7.E OF' ROCI<BED ~;::"r'r.'x .~..... F1'.SIZE or SI\,NDB^ Gr:;OTEXTILE CLOTH 011 COMPACTED H^Y 011 s'rl1l\W COVEl1lm IHTIl I1r::D ROSIN P^PEI1 6 INCHES OF TOPSOIL FOR CI1I\SS COVEI1 ----------==: On rr;rNM. '1' ..26. INCHES OF SI\ND 1, .:s. i.2.. INCill'S OF SAND r,nI\DE _ _ ""{ , \ -. ~ :'!.OUCIi~ED SOIL ~lIf7l"I\CE ~ I~ ~ FEET DOWNSLOPE DIKE WIDT!! -;J .... JNellES OF SllNGv LOI\M SOT TI\PERING TO 6 HlCllES 000 9" ROCK DELOW DISTI1T"UTIO~ If-- ..Lk- FC ET UPSLOPE DIKE WIDTH -, . '('> J..Q rE E1' WIDTII OF ROCJ(OED ~~ IhLs,i::) L><. A ..... r~ ... ~I"t;,. -r:;._ ~ ~ ~A"'~ :--/; CLr:^,~ WM;IIED SllND Or>. I\I'P,WVr.D 1'11' I1tJN :.AND. PI'J' f11JN !'>MIn ~1.lJS'r' 01' I\Pl'l1ovro !1Y Sr.O'l'T COlll.I'I'Y I':NVJI~ONMENTI\L ilC:M/l'lI UEFOHE Tim fll\Y OF Cl)NS'I'IWC'I'IOI~. WI': WILl, ('111\11(;1, FOrl I\N '1NSI'I:;C'l'[()I~ 1'011 THIS lIPPROVI\L. , ---- .._--._~....... trr;>>.g,~."", 0&&6 rLARI DlCAWlftG REQUIRED ...: .".,IATIOlf Cbeck box lfcompleted: o Xortll UfO. 0 Lak.., rlnn, .1retuDa, _u..d. 0 R.ed r1pt..r--CII 6 ii..ipai.d ..Ii i.......... ..... Ei 01'....,.,. 1alP ...... a...a of pubUc ....... U Lot ua.. o Alt.....t...ll t...t__t .... 0 T.D..,..... noo4 .1ey&tJoa 0 Lot 41.....15 o !loll hrtap . plft' t<Mt ~.tt4D. "'0 0 raoo41ac: poteatl.J ...... 0 Let ..-__te ..~.taI . ..ftlc" ........c. polat 0 Locatl...r ...t...... .. oo.paetH .,... 0 ..t..... ".. ba.WI... o W" wltll1a 100 f..t 0 LocaU._.f "..... ,.te_tl.J .,... 0 Propo'" . .-.uaa baUd.... o ....,..... wltWa ao r..t of weu. 0 a...tloa of Gotto_ of _ll treat...t ..... wl1ll l_t.U_. o Dk""t1oa .r 110..111 0 Ac.... r..at. r.r tulk ___.... I I ~..~ I : , i I ' I 6 .\ I -r- j;:> \b I ,(!,.'2j. ,~. i i J I ' , I : -+-/lh'-j I ill i :).~ ' ib ,.j I fj"2- , , , I I , ; ) i~~ ,C' SCAl.E: 1 inch ~ 3. ,~'i?-\-, I I ! I ' i I j ; '>-/ .fi _l j I ! i (...-'4 \\' I i If!- l I /.-\--," U$:- I . I I i ; I r , I : I I ' , , I, I i ;:;c,tq.~l~ s.:~<-\~;\4- ,\ i, I " ' 1..3 ' I ., I ~ I . I I AD ...:_ I ' I I 'I' . : '...;~ ~ '~, - -!-_ Wf4-Pi~~\-vf~ , ," C:.i \, .' -, I I' . il-z-! I W' ~' '6:<,~ I I.~ .11.. ;~"J ! \ i ~Z" ,i ! ! plll'l6' , i'-.U , I i I \ I I I A' i , : ., -, ~" I ' ! I , . I:-k..:.e.v-AT=. ! "'" i ",,: I \: 'I i ,'" L ~", ': j II /~i , : ---I Q , ...:t:,i".a ,,--,- I 'l I' i -, i Ii ! "VJ~:hJ ' ' .... In.',- lei, i \ I 'I I : Ii, i i t4- J I ! I : 11 , ! I j i ; I c4 I! 'rc:'Jf~~1 ~~ i ~ I : I Iii ! ! I I I ~~ I ,\ r-! ~~t T <t r..J-'" ~f'i~~" IL.~. I . " '__.. I I 'I I , , I , , . i , ; I I : I I hcr..:hy CCf1lty as II. Stale (If Min/1\,'SOIu. Licensed .sile I::v.lua1or thai tI~ individual >>cwage tn::alnu..-nt lii}'$lem diagrammed .bove is i1'll"J in uconhno: wilh all applicabt~ n:(luitcrllclIl$ ~fMimlC$(,)la Rula eliapler 7080. The dl"'IV;llr.1U (lr lhe on..sij~ sewaCC ttc:.tmC'nlI)'llCln i. arale.u of1he c aI the: bottom oflbis form ~1f' fhe slfe identified ill this rqtorl Nq d ..',.. . 'tml nftil'!J~ hydr-,,,-'fie pttfarm;mcc. em be made 10 fulure wal sa~ life orthc syslQ11. 5, t-+ I i I ! i ' I I ; I (nr:-,' , A- il ~_.=.-:>' \L' , ~,'J:ri;..\ ~ ~ o , ~-f,.'.:",-t,,^" ! l''''''' I . . ' , , ' . : .' i ' ' i_-~-;_~___j--_ . . I I , . , ' " . ,\ . ~1~~ A ',' ~~\~~ t--,~ '~ - - i\~ <J, : ;' , ~_..; ~"-_....... ...."....L\. . 1 ~ ~.,-~ C '0'1."') . ! I , 1.1.~\', , rJ""o..-\ JI W b,.,,,~ , .... ;t; -:; .:.L; ,...--.", , ,./~~~,~ ,-!:.Il <!:::' I . i C'.'~ ,..... . : I y!. I; CffS\~ fC~ "'ok! i ! I ! , Ii: , ...! i -I, c, \... .. .. __ _ .__..._l:.__._ "." _::..-3....__ lir-en..,.l) / . ~ -qt::>, . . - .!.c>--~_"-,_L n.uJ"o . . ; " . ~~. ; ;; ::. CI . " < ~. ~ ~ :t _.... _ ~ ~ ... o' :... = '" ~ - ... '" c ~ E..;. ~ ~ [~ ~ ~ ;" ;; ,~~ ~.; c:. 0 ., co ........~ :.> - I.l V' g.;-? E "'. 1:. n '" ~ ~ ~ 0 ~~~~ ~ ~; a ::::I cr '::l 0 :::; 0 ~ ;:; ... ~ g" f"' 'i 3 ~;, e'"Q;;"~ ... -...... :! ~~ a ~::~. ; ... Q n ..... c.. .., :I if c; 3 " ~ . ,. 02';;: _ _ ., " c:: :::r -.. =-... ~: ;; =" ;" ;: ~ ~ ~ :; ~ ; !; ~ ~ ~ ~ ~ ~ a.;:;- ~ g ;; ~ ~~i~ n ~ .. ~ ::;-. ~ -, ... ~ ~ ~ ~ ~ ~ ;.~ .~ ~.... ~ ... _ c.. " ;; :r ~ 3 3 ';"~ co . ~ ~ ~ :I ~ ~ . ~, 7;;- :; v. ii; , - . . r 1 ~ - ~ . ~ o ~ . " fR.F<;<;IJRE DISTRIBUTION SYSTEM 1. Seleclliumber of perforated laterals 3. 2 Select perforation spacing = .3. feet. 3. Since perforations should not be placed closer than 1 ft. to the edge of lhe rock layer (see diagram), subtract 2 ft. from lhe rock layer length. lj~ RDck l>r'" \eogth - 2 ft. = ~ ~ feet. 4. Determine the n~ber of spaces between perforations. Divide the lengtl.i above by perforation spacing a11d round down to nearest whole number. Length perf. spacing =::s~ ft...,. ....J" fl. = I A spaces (3) (2) 5. Nun1ber of perforations is equal to one plus the number of perforation spaces. lJ:::. spaces + 1 = I ~ perforationsllateral 6. Multiply perforations per lateral by number of laterals to get total number of perforations. .::s \::'--.- -,e. . -;:;:;;;j. x ;"rl.",.,onJ = ~ perforalions, 7. Determine required flow rate by multiplying number of perforations by flow per perforation .3,. "1 x' 74 _ = z. '1 m pd. g?O>/pcri - gp . 8. If laterals are connected to header pipe as shown on upper example, to select minimum required lateral diameter; enter table with perforation spacing and number of perforations per lateraL Select minimum diameter for perforated lateral = I '/'L inches, 9. If perforated laleral system is attached to manifold pipe near the center, lower diagram, perforated lateral length and numb'2r of perforations per lateral will be approximately one half of that in step 8. Using these values, select minimum diameter for perforated lateral = I ','-- inches. . . rNO f>(ArQRATtON OF A PER~OR.A"[O LATEA.to!,. ."...-c;,...c...", ~ '".~,: ~ . :::.' . r: L>>y'" ., CH.flIlJ. '."'c I. . ",... u~ 50rwt u,... t:... ~I~ ~:,:.~;n" l_" \~~lomL.HLJ..Q ~-~-:-.. ij. P..t~~I'" 01'11_4 H"'I"'C,I, ~II~' _ \ ....~ 1fI..c.o,"'OI'l.p .. ',.' P"'t . -~~ L,," 12' " hOt fIn-'..... "..... Aoot:bo, ...-iSI " Ihc:& Le,,, .~ "." ~ ....t.,..~~ 'L..Mo'H' e. i:., . e'M" Sond~,., I.n... .. c..,.... , -, ~ SMI P'Y;"" ";"lRM ,",1... It fl'1K\flIIl! S1oftll. \.erw ....................~ ....-iko,......--"'f.&p...J ~~"'c ~_.- %_.. -, 1.0a 2.0b 0.56 0.80 \ 0.74 1.04 \ .. U..lor .ins).lamily ho",.. b. Use fot aU Olher apPliaOoRJ I Maximum number ot quaner inch. perforatiOns f'E~ late-ratio guarn..antee < 10Y. discharge variation Perforation j Srr~g 17. H 2 18 28 17 26 16 25 15 23 14 22 2.5 3,0 3.3 4.0 5.0 14 13 12 11 10 .._fOI.O lOCa'Rl .. r":;I r:.w ~ :11I"1."",0. J'IT't.. /-': ~ ..,,- ic!"-i::.' l....~ ~. ...._., ......_u~. _ ...,..ou.u_ _n........ .._......_ ~ _. , ...~ /'~ >. -,_.. .~ ".--- \.. " -'" ......-- ~~ --' . V'". 24 ;1 S,i7;np of Pump Station. 1. D("tC'rmin\..~ Surface Area RC'C:anglc' = Area = Lx W S ,9: = LIS" square ftet Circle = ,-\re.) = " x (Radius>' 3.1-I:x x square fed Othcr = CN Surface Arca from Manufaclurer squue feel I ~d~ t-- Len&~ ---i ' 2. Calculalc Gallons Pcr Inch Thcre arc 7.5 gallons per cubic ioot of volume, thercforc you must multiply Ihe area times the convc~ion (actor and dj,\oide by 12 inchcs per fOOl to calculalc gallons per inch Area x 7.5 +- 12 /..j ;;;: x 7.5 + 12 = 2.'?!. \ gallons/inch 3. Calculalc Callons 10 Covcr Pump (with 2 inches of watcr co\'cring pump) (HeIght (in) + 2 inches) x gallons/inch ( I = .. 1..... ) x z2. \ =:?~ "l gallons 4. C3lcuialc TOlal rumpout Volume A. To m.1.:\imi~e pump Ii,e sek""Ct sump size for 4 to 5 pump operations per day_ 2j .;::. '" gpd' 4 = I \ -I- gallons per dose B. C.lculale drainback a. rNlcrminc lotal pipe length, .!.sis::, (eet. b. DClcrmine liquid volume of pipe, t:LJL gallons per 100 feel. (see page F-l3) c. \1ull;pi: length by volume; Drainback quanlity = ~ feel x C!..!i gallons.. 100 ft. =..t..::L- gallons. C TOI;I pump out volumc equals dose volumc + drainback II L ~ullo"s per dose.. " gallons = I z.. 9 Tolal gallons ). C3Jc:Jlale Voiume for Alann (typically 2 to 3 inches) DePlh (in) x gallons/inch = -z.:. x2-'i:\ =~gallons ~. CJIc"IJle Re,-",C':e Capacily (75"'. Ihe daily now) Dally Ilow (;.('<C page 0.7) x .75 = -4 Sc:,. x75 = 3, '1., gallons 7. CaJcuJale total gallons gallons ever pump + gallons pumpout +gallons alarm + gallons reserve 3+4+5+6 .3.~" + I Z-"i +....s;:<= ...3,:3, ') ~ '6>:'<) gallons '7),0 8. Total Depth <Total gallon divided by gallon per inch) Total Gallon.. gallon/inch ~~~ + 2~ =:]"., ~nches u "...- . 9. Fleat s..,pJralion Distance (equal total pumpoul volumc) Tm:;1 ?cmfOul ,"oluln<.'+ gaJlons/inch ,z, .:J':f.i= ~ inches . . EsUma.\ed Scwa,c Flow in GaUon1 pu 0.,. {apd) Number of l\T< I 1\".11 l\T<1D l\T<IV BC<<QOfTlt 2 300 llS 110 "" ) "0 )00 :!lS " . .00 )11 ~6 '" ,- S 1:-0 . III ~9' ~ . 900 1:'5 ._- ~ 7 10.0 600 ;'70 - -.. I 1:'00 .'S JOi .~ '_.1 Ci..-,;:.:~~_ I 1.:5 1.'1 1.5 10.~a 2 !i.:! 2.5 :(.87 J JI.4 , 66.1 y Reserv~ C"pl!:iry t Y "laml or PumpOn I Ir(l aJ Pumpoul Volume or Pump Off Pump Hei&h11J A ~11:::::,"-~= G;.:. \ I ""r-->... \Av- ..L--. 28 II . . . ' Pl1MP S.El.Ecnn"i PR!1aI:ll.iFJ:: A. D~termine pump ('3.padty: CrJviry Distribution l_ \linimum ~ug,ge~led is 6lXJ gallons pc-r h(lLJf" 00 gpm) 10 stay ahead or walCf us(\' rJIi.". :> M.l\1mum sUf,gesl<'d (or delivery 10 a drop box o( a home syslem is 2,700 gallons. pcT hour (45 g-pm) to prevenl build-up of pressure in drop box. rr~ssU1~ Di$libution 3. a. b. . /' I. \.......... B. Determine he.d requirements: Lo.~-\":?f"~-n.-.... \.- \J.z...e."1-'1- 1. Elevation di[{erc'nce belween pump and poinl of discharge. " I ~ fe.t 2. If pumping 10 a pressure distribution' system. five irel for pressure required al manifold if gr3\~ly system, zero. ~ f..t Friclion loss a. Enler fnclion loss table wilh gpm and pipe diameler. Read friction 1055 in feel per 100 f~t (rom table. F.L = I ~ fl./loo II of pipe b. Dt>lermine lotal pip" length from pump to discharge point. Add 25 percenllo pipe length (or filling loss. or use a filting 1055 chart. Equivalent pipe length. 1.25 limes pipe length = . .~" . 1.25 = I 2 cC feet c. C.icu)ale tOlal ITlction loss by multiplying fnction loss in 11/100 II by equivalent pipe length. Tot.1 fnction Joss = I Z-~. I. r +100 = L- Total head required is the sum 01 elevation diffNence, sjX'CiaJ head requirements. -lnd total friction loss. 3. .j c. Select number of perforaled lalerals Select perforation spacing.. feel Subtract 2 ft. from the rock layer length. ... ., '- , L. 2' It. :: feeL ~"7"-"." ~_ Dt>1(>rmine the numpcr of spaces belween per/oralions. Length perl. spacing = _ ft. + _ ft. : _ spaces _ spaces + 1 = perforationsllalual Multiply perforations per laleral by number 01 lalerals 10 gel total number of perforations. ~ X i1nH:.a,eu= _ perforations. """i""" x ,pm/?ft'l =_ gpm. SHECTrn PUMP CAP ACITY .:L <1 d. e. I. g. gpm leel Ji"\ (]) c (2) Z- Dc) + + TOTAl. HEAD I") feel c. rUIn p sc:ection 2'1 1. /\ pump must bf;' sf;'lected to deliver at least gp!1l (Step :\) with at !e~5t I ~ feel of lotal head (Step B). . . (NO "CR~OR...TIOtI 01 A J'(RfOIU,T[l) ...'fAIo\,. ~ "'_" ~!"-~" ~. ~., L-."-'Uo"" r~"';::'~7;;;i~'.;..:~-- '. . , ...'''....-,.,.... ~.'~ ' ,:.' '.,-Iw"'~.'_ Orl'''' _.........., ~ .~'\ ...~.,..... - Too j,~.._"""" __:--.... ,_, -.... L..., II',. tft. CJlI,II" n.... ---..- -~.'.' ... a..,.. 'L~._ .Uq......, ,.....,....~,. 11.'_" Wi.... -Lo,,"';.... ",';"" ,:..,__ ~. r-.. .ow u,... RiI'quu-d PmQrarion Div,hatz. in g;aJJons per IrW1Ult (&pm) ~. Head U"1l1) .11"'ot.J""If % ...... LOa 2.0b 0.56 0.80 0.74 1.04 a. Use lor single lamily homes b. Use for an other appHcations .! Pipe Lc:nrl1l P\l,-np J Point of Dilch;;.r. T Elcvation Oilfc",nce 1 F.lllb 1.5 inch 2.0 inch 3.0 incil gpm f;~w;.r. ~~ per '00 f\, ::;{ ;.'pc 10 069 o.~o 12 0.96 0.2S 14 1.28 0.38 16 163 0.48 18 2.03 0.60 20 2.47 0.73 0.11 2S 3.73 l.ll 0.16 30 5.23 1.55 0.23 35 7.90 2.06 0.30 40 11.07 2.64 0.39 45 14.7~ 3.2S OAS 50 3.99 0.58 55 4.76 0.70 60 5.60 0.82 3;> J -1:~ C , , -1:S' , :I AND S -1:p' '=c ~ -1:S=G~- Prepared for; Mathew Garrison Prepared by; Gary Staber Date; May 30, 1999 25275 VEHGUS AvE. NEW PHAGUF. MN 5607 t TELEPHONE 461 -2356 FAX 461 -2336 PAGER 580-7336 Gary Staber (f9-1i) PI;,'IKOU\110N TESTING, COMPLIANCE IN5PEcnON5. SEPTIC SV51E:M Dr:.<;IGN 5011_ BORINGS. 5~PTIC SVSTE:M TROUBLE-SHOOTING LJcEN~;n). INSlJRED AND BONDEO CI H1WIUl P,v MINNf-:<;OIA POI uniON C()NH~Ol A(if-N("Y If 400 II " PERCOLATION TFST DATA SHEET Percolation test readings made by Gllrv Stn.ber on 5/30/99 starting at 2:45 a.m. e Test IKlle location 15219 Howard yke Rd., Hole number tl" Date hole was prepared 5/29/99, Depth of holc bottom Soil data from test hole: 12 inches. Diametcr of holc 6 inches. Depth, inches Soil Texture 0-12 2/2 Loam Method of scratching 91dewall 2 x 2 and Nail Depth of grtIvcl in bottom of hole 2 inches. Date and hour of initial water filling 5/29/99 - I :40 p~" Depth of initial water filling 12 hole bottom. inches above Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Auto Soak Maximum water depth above hole bottom during test 8 inches. I Time Time interval. Measurement, Drop in water Percolation Remarks minutes inches level, inches rate, minutes I oerinch I 2;45 Q.m. 10 Min. 7" 8" water head I 2;55 " " " 611/16" 5116" 32 Refill to 8" i 3;05 " " 6 11116" 5/16" 32 .. .. I 3:15 " " " 6 11116" 5/]6" 32 I I I I I I I I I I I I I I I I I I .---1 I I I Percolation rate ~ 32 minutes per inch. II II PERCOLATION TEST DATA SHEET Percolation test readings made by Gar\' Staber on 5/30/99stArting at 2:45 a.m.e Test hole location 15219 Howard Lake ful.... Hole number ~, Date hole was prepared 5fJ.9/99. Depth of hole bottom 12 . nch"., Diameter of hole 6 inches. Soil data from test hole: Depth, inches Soil Texture 0-12 2/2 Loam , Method of scratching sidewall 2 x 2 and Nail Depth of gravel in bottom of hole 2 inches. Date and hour ofinitial water fiUin.. 5n.9/99 - I :40 P.M.. Depth of initial water fillin~ 12 hole bottom. inches above Method used to llllIintain at least 12 incbes of water deptb in bole for at least 4 bours Auto Soak Maximum water depth above bole bottom during tcst 8 inches. Time Time interval, Measurement, Drop in water Percolation Remarks minutes inches level, incbes rate, minutes per inch I 2:45 p.m. 10 Min. 7" 8" water head I 2:55 .. " .. 65/8" 3/S" 27 Refill to S" J I 3:05 .. .. 65/8" 3/S" 27 " " I I 3:15 " " " 65/8" 3/8" 27 .. " " j I I j I J I ) I I I ---- I I I I I I I I I Percolation rate ; 27 minutes per inch. II " PERCOLATION TEST DATA SHEET Percolalion lest readings mad. by Garv Staber on9]0/99 starting at 2,45 _..m.~ Test hole location 112.1 9 Howyd Lake Rei..., Hole number Pi, Datt hole was preparod 5/29/99 . Depth of hole bottom 12 inches, Diameter of hole 6 inches. Soil data from test hole: Depth, inches Soil T exlure 0-12 2/2 Loam Mdhod of scratching sidewall 2 x 2 and Nail Depth of gravel in holtom of hole 2 inche.s. Date and hour of in ilia! water filling 'JJ19./99 - 1;40 P.M~ Depth ofinilial water fiIIinB 12 hole bOttom. inches above Method used to maintain all....t 12 inches of water depth in hole for at I...t 4 hours Aulo So..k Maximum Willer depth above hole bottom during test 8 inches. Tim. Time interval, Measurement. Drop in waler Percolation Remarks minutes inches level, inches rate, minutes nerinch 2:45 ~.m. 10 Min. 7" ~" water head I i 2:55 " " .. 6518" 3/g" 27 I Refill to 8" I 3:05 " .. .. -- I 65/S" 3/8" 27 I .. " " I I 3:15 " .. .. I 65/8" 3/8" 1 27 I .. .. .. I I I I I I I I I I I I I .....-1--- I I I I 1 I I I I 1 I I I 1 I I I J 1 1 I I I I , , I I I I 1 I I Percolation rate = 27 minutes per inch. II " Lo<:ation or Projed GlIlTiliOlL IS;U9 Howard lAke Rd. NW Lop of SolI Borlogs Borings made by Oarv Stober Classification Syot=: : lJSDA-SCS X AASHO Auger u.sed (Check two): HAnd lC or Power 2" Soil Core Depth in feet Boring number Surface elevalion HI ;I 0--- 1--- IOYR 212 Loam 18" 18" mottled 2- IOYR 312 Loam 3D" IOYR 5/4 Clay L04Jll36" 3-- 4-- 5--- 6--- End of boring at 3 feet. Standing waler table: Present al feel of deplh, after boring. Not present in boring hole X hours Mottled soil: Observed at 18 inches of deplh. Not present in boring hole ObseTVlltions and comments: I I Date 5/29/99 Unifiod : Other : Flight ,orBu'*et-L: Other Depth in feet Boring number 82 Surface elevation 0-- 1--- 10YR 2/2 Loam 18" 18" mottled 2-- IOYR 312 Loam 30" IOYR 5/4 Clay Loam 36" 3--- 4-- 5--- 6___ End of boring at 3 feet. Standing water table: Present al feet of depth, boring. Not present in boring hole X Mottled soil: Observed al 18 inches of deplh Not presenl in boring hole Observations and comments: hours after " Location <r Project Borings "",de by Logs orSou Dortop Garv Staller G....i"'" I 1?l2J:WNarrl t......1M NW 5129/99 Classification System: AASHO Auger U8ed (Check two): Hand lL. or Power : USDA.SCS X I Depth in feel Boring number Surface elevation 83 ,I 0--- JOYR2/2 Loam 12" 12" moUled 1--- 10YR 3/2 Clay LOftm 24" 2--- 3-- 4--- 5--- 6-- End of boring at 2 teet. Standing water IAble: Present at feet of depth, after h<>ring. Not pre5ent in boring hole X Mouled soil: Observed at 12 inches of depth. Not present in boring hole Observations and comments: II 2" Soil Core hours Dlte . Flight Unified_: 00... , or Buckel--.lL: OOa- Depth in reet Boring number 84 Surface elevation 0--- 10YR 2/2 Loam 12" 12" mottled 1..- IOYR 3/2 Clay LOIIm 24" 2--- 3--- 4--- 5--- 6-__ End of boring at 2 feet. Standing water lab.le: Present at feet of depth, boring. Not present in boring hole X Mouled soil: Observed at 12 inches of depth Not present in boring hole Observations and comments: hours after Location or Project n8tT"i~1~2t9Hnwardl..wR". NW Lop of SOU BorillCJ /loring. made by Oarv Stabcr ClwifiClltioo Systlllll: AASHO Auger lUed (Check two): Hand X, or Power : USDA-SCS X 2" Soil Core Deplh in reet Boring number Surface elevation 85 Alternate ,I 0-- 10YR 2/2 Loam 18" IS" mottled 1--- IOYR 3(2 Loam 30" 2--- IOYR 5/4 Clay Loam 36" 3-- 4-- 5-.. 6--- End of boring AI J feet. Standing waler table: Presenl AI feet of deplh, after boring. Not present in boring hole X hours Mottled soil: Ob""rved al 18 inches of depth. Nol present in boring hole Observations and comments: . . D.le 5129199 Unified : Other : Flight ,Of Bucket-L: Other Boring number Surface elevalion 86 AJtern"le Depth in feet 0-- I OYR 2/2 Loam 12" 12" mottled 1--- 10YR 3/2 Clay Loam 24" 2--- 3--- 4--- 5--- 6--- End of boring at 2 feet. Standing water table: Present at feel of deplh, boring. Not present in boring hole X Mottled soil: Observed at 12 inches of depth. Not present in boring hole Observations and comments: hours aner Ii PRIOR LAKE INSPECTION RECORD DEPARTMENT OF BUILDING AND INSPECTION SITE ADDRESS Y:;~W1 ~DU'C,~ ~_ p,..,J. NATURE OF WORK s"",,,.. g'j~-\-~ (MOCllA.J. ) USE OF BUILDING "- --- PERMIT NO. 0Cf -l.l 0 r DATE ISSUED q -~ -99 CONTRACTOR (., t!..}-r l~ . NOTE: THIS IS NOT A PERMIT FOR ANY OF THE INSPECTIONS BELOW THE PERMIT IS BY SEPARATE DOCUMENT ~SI 1m DATE 7-, /-7} I I (-f~ f1 ~b c; - -:?tJ -1( COVER NO WORK UNTIL ABOVE HAS BEEN SIGNED I I FINALS IGRADING (Prior to Sodding) ELECTRICAL PLUMBING DO NOT OCCUPY UNTIL ABOVE HAS BEEN SIGNED NOTICE This card must be posted ~tear an electrical service cabinet prior to rough-in inspections and maintained until all in{lpections have been approved. On buildings and additions where no service cabinet is t'yailable, card shall be placed near main entrance. Call between 8:00 and 9:00 A,M. for all inspections FOR ALL INSPECTIONS (612) 447-9850 II