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HomeMy WebLinkAbout2008-00275 - septic CITY OF ORONO PERMIT NO.: 2008-00275 2750 KELLEY PARKWAY ORONO,MN 55356- DATE ISSUED: 10/28/2008 952 249-4600 FAX: 952 249-4616 ADDRESS 405 WILLOW DR S PIN 04-117-23-14-0003 LEGAL DESC AUDITOR'S SUBD.NO.229 LOT 007 BLOCK 000 PERMIT TYPE SEPTIC PROPERTY TYPE RESIDENTIAL CONSTRUCTION TYPE NEW NOTE: INSTALLING THE FOLLOWING: (2)PRECAST CONCRETE TANKS MOUND TREATMENT SYSTEM-500 S.F. FINAL COVER TRUCKED IN. APPLICANT SEPTIC NEW 100.00 OLSON CONSTRUCTION CO. STATE SURCHARGE SEPTIC 0.50 6970 INWOOD ROAD MN 55322- TOTAL 100.50 (952)448-6674 Minnesota State License#:LI I I I OWNER PRIEDMAN,K&W 405 WILLOW DR S LONG LAKE,MN 55356 AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revo duat any time for d6e cause. Q pplicant Permitee Signature Date Iss By Signature Date RATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. 00 Orono FOR CITY USE ONLY P.O.Box 66 2750 Kelley Parkway Date Received: Permit# Crystal Bay,MN 55323 bpd.SO (952)249-4600 Amount: $ RECE-11 FED OCT 0 2 2008 CITY OF ORONO -SEPTIC SYSTEM PERMIT APPLICATION CI7YOF (All permits must be approved by the On-Site Septic Manager and/or Building Official) ORONO Job Site I Owner Information: _L Site Address: L4OS W i I Ioy: S` ete 1 Owner: 7r i Jdanal rl Mailing Address: LA 05 W i It r)VI) (S+. City: Ornnn Zip: Home Phone: 9Jo�-�7�- �J�7 Alternate Phone: Contractor/Applicant information: Contractor/App.: olcin ( n,4 po..aw_ • Contact Person: own n Address: torr)lPW State License#: Ll I I City: Zip: �� Expiration Date: ljj . e S AM Phone: 676Y- 4/49-66 34 Alternate Phone: Cy I -A�fl'14 `{O TYPES OF OCCUPANCY Residential ❑ Commercial Other PERMIT TYPE AND FEES New or Replacement System $100.00 100, M Repair Existing System 50.00 (Tanks or Drainfield) State Surcharge .50 .50 Total $ V:X(Permits)\Septic System Permit Application.doc 1 /2 ** ATTENTION APPLICANT** Fill in all appropriate blanks and check all appropriate boxes. I will be installing the following: Ts Precast Concrete E] Fiberglass ❑ Plastic F1 Other (list manufacturer) Number of Tanks: C9 Size of Tanks: JA5CPurTTU( Treatment System ❑ Trenches s.f. Mound DC7 s.f. 0 Gravel less s.f. Chamber s.f. Final Cover/Top Soil 0 to be borrowed from site (show location on site plan) trucked in The undersigned hereby applies to the City of Orono for issuance of a septic system installation permit, agrees to do all the work in strict accordance with ordinances of the City and regulations of the State of Minnesota and certifies that all statements made on this application are complete, true and correct. Signature of Applicant 5C6��*— Date: MPCA License No.: Staff Review: "Accept ❑ Denied Reviewer: ��,�� Date: Reason for Denial: Comments (to be printed on inspection card): Reset Form 2 / 2 VA(Permits)\Septic System Permit Application.doc CITY OF ORONO—SEPTIC SYSTEM PERMIT APPLICATION GENERAL WR t T 1. Applications for septic system permits may be mailed or submitted in person at the City offices; however, permits will not be mailed out. The permit must be picked up in person at the City offices and work must not begin unless the permit card is on the job site. *** DO NOT MAIL PAYMENT WITH THIS APPLICATION &" 2. Permits will be only issued to contractors holding a Minnesota Pollution Control Agency (MPCA) Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. 4. The following inspections will be required for all septic systems: A. Tank installation prior to covering. B. Drainfield trench installation prior to covering. For mounds, inspection is required after rough up, but prior to sand placement (sand mustl be jar tested for silt content) and again during pressure distribution piping installation in the rock bed. C. Final inspection to verify final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5. MPCA licensed Installers or their DRP (Designated Responsible Person) shall be present during all inspections. A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. VA(Permits)\Septic System Permit Application.doc Va/ LV/4VV9 LV.LL rAA OJ&&JOVG.L% UVm&Oaro t Ct1&T Kitt Priedeman Street Addramc- 405.Willow Street City, State; Zip erode: Orono MN 55356- Phe : (H) 952 476-2957 t,",etl 642 aw 8887 Fax WCL CITY OF ORONO SEPTIC P IP N VI Omer INSPECTO RMIT NO.__ APP OVED AS SIJBMITTED H CORRECTIONS AS NOTED NOT APP OVED-CORRECT&RESUBMIT t�`+ Hennepin" These comments are for your information. All work shall be done h.-fed!ce np4imwrwi*Pa applicable septic and zoning code. T Requirements including items not specifically noted in this review. ip KEEP THIS PLAN SET ON SITE AT ALL TIMES Date d design- Sem 11 th,2006- S information- New XX Repl Moment T of system- Ro&Trench Gravelless-bsn0t XX Motx Pj At-Grade C -- Alternative, O*w-, Perform. Typo- estabtislhFnent Existirfe 4 Sedroom Home Septic 1 onk information No. 8r size of usat to eximmg-acs: 1000 verity No. &size-of new-septiG tanks 2-1001} 1 existing??? S ltnero-8-gFindw1eject0Fpumpused or proposed? No s theme.a garbage disposal.ipstalled-or preposeep No Pump t ink information Size of pump tank 1250 Septic tank capacity for this systeFn is designed for a garbage disposal. Site ccx Wdervitions verify. Propene-ef na uraEgess-Ones in way? verity— Under.ground electric lines in way? verify- Cable or phono lines in way? vergy BuFled-wete lines in•wW. Yes Existing septic tank-t+o pump and inspect? NO Old-septic twks-te puma and bury? Yes Septic tank tmdc aecess available? Yers-' Treestobar- d? Ncr_ DifFic1711ttankd td owipme ikty? V ' required? NO Describe: PAGE-- 2- OF 4s-- 405 Wtkw St, Onwo THIS SYSTEM IS DESIGNED FOR LBEDROOMS. ANY INCREASE IN NUMBER DROOMS INVALIDATES THIS DESIGN. VV/10/ vvo 19.ii rnd vazzoov4i4 UUMMOIGAU Igivi SIGN-SUMMARY @W-r Q*trLt�-fcrin9WW use) 2- pets e t = ES: Upslope - tz. ft AtLER: vutw F Att SMI), OCK AND TOPSM WANTITIES! Dvwrtslop width 17 ft VERIFY ALL SETBACKS- Minimum width 27� VE WFY WELL--SE77 WK,- Rockbed ize is 10.0 X 50 ft 30 AWODRPnON AREA f learns depth-- 1-& inches WSTAL•LER MUST 1 WYE ALL UTILITIES MARKEDBY CALLING ANKS OPHER STATE ONE. Existing..0 able 1000 verify New 2-U= Use PNASEPTIC TANK& PUMAdWNSPECT ��Eisti - N2�t ON SEPTIC TANTE,OR-TAMES. ONE TANWAN&MAYBE TWO. P 1'258'- nNG TAWlCIFWATERTtGFIT BAFFLES ARE W PLACE GPI for thi tank is 25 gpi TANK CAPACTY MUST ALLONS, MULTIPLE TANKS P 38. gp1RaL. 24- ftbead__ rAWARTMENT.&. TANK MAY BE BIGGER TbIAaL W PunWpi 2.0-- inehes- -ON REPLAcEMEw symms. 1purnp tather distance t3 a ir,d,®s P ai lIT-10N SYSPW Nor:- 3 Lateral ie igth 48 ft P ; spe ng 3.Q it PerF dkffM t F 0 'H4-i{tch Perforatior s per lateral 17 Lt.50 incheag center or End Manifold feed: End vnt UMM . Estimated' Washed W- toms MGUAd 246 toms Based-wt.S*Send-ever meu d footprint (W-beh*. 4729 Loamy sand cap 26 tons Figure in with the washed seed above. Topseit- %& tens- Swad-"+fk ever ndieet-pond 3153-- X 1 toot-= W53- cu R PAGE 3 OF 16 -- 405 UWhow St,Orono va/ 1VI iVVV A-1 •-4Y VViiVVV&A% nvmzaArl" QU4 IrArmun DESK1 Wt')RkSOWEI�ET .o<•GIM up to 12MOPM A_ Fpd or. rmammed X 14= gpd- W. IC TANK HQUID VOLUMES- 2-1-OW C. SI EVALUATION INFORMATION Depth of clean sand-reqs. inches or, 1•25. feet rjapihof peccolation.tms = inches Pecs_R 24 mpi _ Land Stapes. ®-pwAnt- D: * LAYER- DIMENSIONS . Multiply flow rate by 0.63 to obtain required ansa of rods layer: 600 gpd X 083• sq.ft/gpd- 498.00 sq. ft: rock area Salactwidtt'a of rock laW (iia'if c=oc.m8x551f>120) 10.0 No 3. Reckbed length (mumw 490 sq.•it, / 10a feet=_ 5G feet E. ROK VOLUME Mfiltiplyi area by fe& depth to oat feq�GF;Rck- 498 sq..4t X 1.0 = . foot= 498-_cubic feet 2. DMd*TAA c fleet by 27 Wge�smbie-ya�. 498 cu..ft. E • 27 = yards AAEiltiplyyards by-1.4terwei9ofedF iR s: 18.4 cu. yd X 1.4= 26.6 tams10 % = 32.3 ton veld F. TK)W WIDTH Pemotatiort4ate in too 12 inches of soil is- 24.0 mpi Soil Texture is . [size as. loam. Select attostable soil la�ia ra�t�t fabtte tL 46• gpd/sq. ft. 1, �; mn 2m,. 1. 0.1703 6lwD +.30 1.00 0.77UW FM MM 0AU— 6 TO+b .SANDY LOAM We 1.52 18 TO w LOAM 0.90 2. $1 TO* lm.T LOAM 4p M p CLAY LOMA IL45 267 - 077rm- CLAv 0.75 sm, .120 CLAY am Eei6Hlat�BdSorptionv wld*Folio by dividing Fm*lay@F loading rete of 1.20 gpd/sq. ft. by allowable soil loading tate: 1.20 gpd(sq; divided by QAE gpd/sq. ft. equals• 2.67 Multiply-adsorption widtWFeba by�rodk-4eyOF-wWthe-go required-adseeption width, 2.67 X• 10.0 feet = 27 feet adsorption.width 3 add1tiom&4* -adc", PAGE 4- OF 1s- 405 Willow St, Orono Vv/ LVI 6VVV AV.&A !'AA UVA=OIGAV WjV, G. DO ANSkOPE BERM WIDTH-• (Slope X1%) . Slope 2.0 If lands" is 1%or more; subtract rock layer width from. adwptimwidth obtain ma m,donslepe toe: 26.7 ft minus 10.0 ft rock = 16.7 Foot minimum adsorption area Ealcn*wm* mum moord*m: a. Determine depth of clean sand at upslope edge of rock layer: From Site E+oiaation step C 1: 15.0 inches dean sand b. Add depth of dean sand (2a) at upslope edge, plus 1 foot of rock plus 1 foot of 4a got ind heigM at upsiape edqqjwFWk-jayer. 15.0 in/ 12 = 1.25 feet+ tft+ 1ft = $.25 ft upslope height c. Enter table with lands"s to get upl&OW berm multiplier of 3.70 d. Multiply berm multiplier 2c by upslope mound height 2b to get uplope berm width: 3.70 X. 3.25 equals.T 12 feet upslope b9mv idth e- Multiply rack IayeF-wift•M by-lan&iepete-get-ep in elevation: 10.00 feet X 2.0 %slOW= 20.00 1100 = 0.20 feet f. Add depWOf clean sa,n..d lb fd%r slam s{iffe -2e-at-downsloWeelge;-tothe mound height at the upslope edge of rode layer 2b to find downslope height: 3.25 feet + 0.24 feet US. feet dowrmlope.height g. Enter table with landslope and dewnsle>pebom multiplier of: . 4.35 h. Multiply berm mutt. by downslope mound height to get downslope berm width: a.35 feet X 3.45- equals 15.0 feet downslopeberm•width L CorParL-values of step G1 1&7 ft & G2h 15.0 ft The greater of the two values 17 Is.#w-downslope, berm width j. Total-- wiCIM494hafti t-d- Slopesdtt-}G2d, plas-redc larwmw dth D2, plus downslope berm width G2i: 12•.9 feet + 1.4A-• feet- -i� _fes 38-7- R. vide k-- TetaF ,nd IG2d, pk�s-reek-IeyaF length D3, plus upslope berm width G2d: 12.0 feet - + . + 12.0 feet = 73.9 ft long L_ EN& MOuNII [1 btatDbL tSr 43 ft wide X 74 ft 1 SLOPE DOWNGLOPE MULTIEL UPSLOPEMULTIPLiER 3 TO 1 4 TO 1 3 T01 4 TO 1' 3.00 4.00-" 300-• 4.00' 3.0® 4.17 29T 3:65 2.0•• 3.19 4.35• 2.83 340 to 3.30 4.54. 2.75- 3.57. 4.0 3.41 4.76 2.08 3,45 5.0 3.53 5.00 261 3.33 8.0 3.86 5.25 2.54 3.23 _ 7.0 3.60 5.56 248 3.12 a.0 395 5.89 Z4r 303- _ 9"o-• 4.11 615" 238 2,94 10.0 4.29- 6.6;PL 2.31• 2.88 11.0 4.45 7.14 2.78-. 276. I zo 4.68 7.0 2.70 P"E- rs' QF 18 405 Willow at,Orono- Vb/lo/LUVo 16:11 YM M3LIJ4VL19 tvAzbIrIw lei IAOUND CROSS SECTION I%, Slope or gFeater 12 Upslop Dike 10 R WMe Roc:kbed 21 Ft Downslope Dike M Upalope Sand Base Rockbed Width Downslope 7 ft 10 Sand Base 20 Sand Base 3CL ToWL 4 31 Mow-mound wm.ftn u 37 Ft totai.Saad.6ass-WNW. 43-Tew4neum widik 3z X 64 SANG FOfrT. PRIMP - Side- Side 37 Dice Total Sand Sand WVNM- width 7 5@--Feet- Rockbed'Sana Base L 7 f 64 TotaT Sand LengM PAGE 6 OF 15 405 Wiiiow St,Orono VM/10/LUUO 10:11 YAb NOL=JJUG14 407 9fBTRIBUT ON-a"T�M I- SM x1number-at petforatedlaterals_ 2. Sa rL spacing_ 1-Wtolhe edge-9ff the Fm*laver, sub ract 2 feet from the rock layer length. 1 SG- rrt►kw4 feet-=— 48. Leet 4"'910 iFmine the AU . 9VjQWthe4e -above by perforation spacing and round down to the nearest whole number. 48 divided 3.0- equals le spaces rounded down = 16 5- • ns is eg1ka1-104 PIUS Me-FIUFF119eF of-peFt rated spaces in 4tep 4. 16 spaces plus 1 = IT MftFations per lateral 6: MIA iply the pe ions peF!aim! by-the-R of•laWals to g it total number of perforations. 17 X 3- eels 51 t"number of peiforatioFis T. Oft kFM'MG the FSgUWGd fiow•F0#9 by MUltiplyiRg 1h6 R6VRbKjof pert rations by the required perforations discharge from the table below, fit. perforations fL� 'ts�diSd .=• 38 � XIMUM•NUMBER OF QUARTER INCI+PERFORATIONS MR. REQUIRED PERT-ORATIAN DISCHARGE LATERAL TO GUARANTEE< DISCHARGE10% VARIATION IN GAL PER MINUTE .25 I PIPE- DISC.HEW IR' 1/4 INPERF 25 14— 18-' ---2e- 1.00 0.56 034 30- 13 47 2&- 2-0b.7 8 6- 1.04 3.3- 12 W. 25 a USED EOMANLY MMES 4.0 11 15 23 k USED FOR ILL OTHER-APPLE. 5.0 10 14 22 �.. is-connected-60' €N of the-181mier, seled minim+Fegt�ir lat,�ral dian ister tram table above with perforation spacing and number of perforations per um di I. You iave selected 3.0. ft spacing and 17 perfs per lateral 1511- . lac tr.minimurrti is rats 9. ifrav R-RfR€ Weannected-te-E wGIEWFER of the-Ieterais, perts peF IateFel-em 1/2, saleimum required lateral diameter from table above with perforation spacing and L�iens per'atom' Seteit for the lateral. You selected fE-spac iwg-and- perfs per lateral inch minimurm letera>rl P*GE- 7 OF- W 405 Willow St,Orono vat tot puo 10:11 YAA baLZJ4ULI4 UUZhbTbAV �18 ISTS SITE DRAWING DALE J. DENN MPGA License #683 HormStead Septic Phone: 952 233-0214 1108 Goldenrod Larm Fax: 4 Shakopee, MN 56579 Can: 6 -758 � I C4 I I 1 � I I � 1 PAGE 10 OF 16 low Sty Omm U8/18/Mb 10:11 FAX 952233UZ14 HUMESTEAD 4008 ZING,.OF PUMP STATION 1- flow raw ®g�ocgper day 2. Insg rt germ" .vertical inch from tank. 25.0 4sdions g per inch 3-. E eOVW-pump-silt+n-en 4 Me&w4h 2 inches"ter 3 in pari+ t� . hgt 2 H20.- = 17.0 irvchm of water 17.0 H2O X 25 gpi• _425 gallons to cover pump-- 4:• Cak ulate toWl pump out volume a. C Alculate gallons per dose based on 4 purring intervals per day 694 flow-divided by 4= 150 gallops-per-dose.-- b- do M.P4at V.*.9.length 8X tnedDr.= 0--Ift length- 20 'n diam. (24 Debwn*ve liquid volww-atpipaimm7dmwtpertw tmk PIPE DIAMETER cal► GAL/10©Fr 1.25 7.77 Z SO 2467 1.50 1050— J0Q ' 313-A0• 200 17.+1 ' 4.00 eB.te ) Multiply pipe length by volume divided by 100 to get drainback quantity 280:0 17:43 mwails 48W.4 1 100 = 49 gallons 5 E volume by adding pump deee#4a plus drainback#tlb3 150 9 lens + 49• gallens= 189- gWWzpumpoutvolumeL - aftlate V061 alarm based-on irwches-arid W"PI 25.0 pi X 3 - 75-- oailons- 7. E cover pump4 ; , and alarm volume,06 425 plus 199 plus 75 equals 699 gallons WITHOUT RESERVE CAP. 6. If LL G requires 75% daily flow as reserve capacity, _ F964 Capacity = 45G asNens- 9. Mini inum pump tank size WITHOUT reserve Eapaeit equals699 gallons 10. Mii 0mum pump tank size W9H-reseFvwty equals 1149_ gallons 11. Fic at seperation distance equals pumpout volume#5 divided by tank gpi#2 199 divided 25:9 g _ 8.0 inches to tether floats --- PAGE S 05 18- 405 Willow St. Omm. vaii0i4vv0 tv:it r&& waccjoucis aumraleew WJUe pump SfEEEffON PRO EEIU�E A. Pun Ip capacity Bete nim hOW-PRESSURE BIMI13I4TIAM-PAGE, lira#7 umpcapasity = 36- GPM-- Pump-eapasityshow4be-between 2G4W441D-GPM Rw chargiMa-MaWold or for pumping to a gravity situation,.is, a drop box or distribution box. W DO mine raluirements i 1'_ E levatim c6Hirence,between pump and the point of discharge = 12 2. pwmping-te-a-pressur , add-&feetof head roquWed-aLthe .rmnfttd: If-pumping to srgrovity'sysWm mse-zereo(0)feet of head:- ' 5� 3 loss Enter-fnchon-loss teble•wit#gpf*- wand pipe diameter. 2.0 0?25 LOSS IN PLASTIC PIPE TE NOMINAL PIPE DIAMETER PLOW RATE NAL PIPE DIAMETER 1:S 2- 3 'II�ERNM 1.S 2 3 247 0.73 O.tt' 35 61 _ 2.06 0.30 wm 1.14- 646- .. 40— d 94- 2.84 Oc3� 30.- 5.23 155- OSS �4s 11.07 3.26 0.41L rictionk= 2.@&. Jaetpe -100ftof-pi w Qetarotne total pipe.laagthfM a-pump to di=bs Points _ 2JM:0 Add 25%to pipe lengt rabow to account W NiAg-loss = 350.4 feet pipe Calculate total friction loss by multiplying friction loss in ft/100 We by valent Pipe length ab" 2.06 X 35G 00- lg 721.00 1100 ^ 7.2 ft head E: -is the sura-ofthe-elevatiB1•plus additioick-&prossyre for he manifold i32 plus the total friction loss 38c. 12.0 plus 5.0- pkss-• 7.2 ! equals. 24.2 ft total head 0. The Pump fe"Im 3& __ ►a" 24 feet of head PAGU. s- OF-. 1s.- 40 W11Ow St,Orono VV/L0icuuu ia:ii rna V*ZZ4JUZ14 HUREsirw 1p 10 SOIL BORINGS DATE: SeW 14th. 2008 EONOW D-BY: HemeStead-Septic;-SYste�,SaMees DALE J. E NN B1. exture Color S,utSoritfeatr�es PFkAaFy_ 10yr 39. �#-2e 10yr 41S-. T' 10yr 4/4bk moffecf at 30"' 62. ewecolm. Sailte PFiFnaV 14 10yr 31-1 V t@- 10yr 313- 6;, it 10yr W" bac" moffred-af 3U'r 63 eatrue olor. SuJ�Saitfe>stitues 3B 10yr&B- mottled at22" B4' DeM ITQxturG Color SMACUe &di- kfe9ures P 1 10yr 3A- -- -36 - 10yr 5d3 2� 85 endure color- Stcu=w sub-Soil features Alternate I fl6 exWre Color.. Sftudnm Sub-Sod features AkeF%W I PAG€• OW 16 405 WUlow St,Orono r_S Ute_` �'� e G! �-f (�1 Sa�j CoA s--f se -� � � Olson Construction Co., Inc. 6970 Inwood Road Cologne, AN 55322 (952)448-6674/F#(952)448-5289 October 22,2008 City of Orono P.O.Box 66 2750 Kelley Parkway Crystal Bay,MN 55323 Re: 405 Willow Street Orono, MN To Whom It May Concern: We visited the site to perform soil boring and evaluate soils for a new onsite replacement system and found our results to be concurrent with what was submitted by Homestead Septic Services. ice. Df�-- Ron Olson MPCA#01111 Z ' 682SBi,�,2S6 DUI 03 uo t'4anj'4suo3 uos I C d6-� :z T BC £.Z -DC Vb/10/LUVO 10:11 !'A3 85ZZ33UL14 1014 EPTIC TMK HYDRAULIC PROFILE AND ELEVATION D p b. " ui cl:CL O M � E 4.- v �O (o I PAGE 14 OF 15. 405 Willow St, rano UV/15/LUU6 15:11 r'AX 952233UZ14 HUXESTEAD All P. TEST DATA SF1E.l1S.. PRGJE6 406Wilew*"no Pemolatia I# Pt nation tests ed: 91.1?J08' .. C b. gels-Dewt; Hem-Mead SePk System-SeFv+ees, MPGA-lose-#,583 Soil data ftm-pwcelafion-test hole- 0-42 loam Percalatb rhate-k �t2_ Pen:ola*P-tx le-diameter_' inches 4-X 2 with•pFat in*n0ils Depth of pea size gravel in bottom of hole: 2 inches Qepttr.of Risl'�I�r filtirq: .: t2 u=bd to t least t 4 hots klanaaFft qnd auto sippon. Dateavidt -of initial W. 11 K8 1.400hr s Maxinnrurn r depth above hole during test: k3incties Time interval- Pt Depth: 12 in Texture: L [Average peri rate: 15.3 Tim Interval Interval. lnterval Tom. Uwow Water Water Pere wwa-sec) (mint (aeoonds} dep* drop- drop raft -thole ratio realvar' fra (doGwow MPI rt 0:00:00 8 015:1.0 0.15:10 15 0.17 1.5.17 L 7 1 1 15.2 015:25 0:15:25 15- U.42- t&;,2.. __.... _..__.. 1 _ 1 15.4 �.. 0 0:15:12 .0:15:12 15 0.20 15.20 7 1 1 15.2 Q00-00 S _ .............7 ....._..7.......... 1 1 rt, op 0.00.00 Q:OO:DQ 8. 0:OG.00 7 - 1 1 0-t18aX} 8. Z- P 0`M.00 PAGE 1.1 - OF 16• 405 VANow St, Orono 09/18/2008 16:11 FAX 9522330214 HOMESTEAD IM 12 E—RC Q . TEST DATA SHEETS__ Ppojer#�-twR11e SV Orono DALE I DENN Percolatim I# P2 Dates pced: 9I12J08 CmduckK by. Dawaenf-�,- Homestead SeMees, MPCA Uee�� Soil data f om pemolation test hole. 9-42-%al- 10yf 4r,3- Pe=[WoM hole depth: PW0Wa icy-hale diameter. hw of' Its 1- �wpFetrapils Depth of p 3a size gavel in bottom of hole: 2 inches WIfff ftUMWC� Method us idt*maintain-at least t2--irrdm of orate t 4 hours: Mew wal fill-and aws�ipkw�. Date anct t me of initial fish /11/08 UtOhrs Maxmmi vatwxbqAK above hole duringtest Time interval: C� Depfir- 12 in Texh9w sit vera a pert rate:1 19.4 Taste- [aBeraral aAte�va� '..labeowat_ dlai_ water Water water Perc sec) (minutes) (seeerids) Tim& depW drop- drop- rate w*+w.oris wyar - tragion Mi art 000`00 _ g' _ . 0:19:21 0:19:21 19 0.35 19.35 7 � 1 1 19.4 © OOL . 0:19 30 0:19:3 19-- -©:w 19:5@ =_ 7_ _ 1 1. 19.5 rt 0.00:00 - - 8- 0:19:27 0:19:27 19 0.4519.45 7 1 1 19.5 070Q.-00-- . B rt - 8 ............-........... 0:00:00 7 1 0-M-00 a. _ . a. .......................... :00 7 1 1 to 0:00:00 PAGE 12 OP 16 405 Wilow St,Orono U8/16/LUUO 15:11 !•AX 05223JU214 nue srr;Au L115 FPE—RCOU,TIQN TEST DATA SHEETS_ Project 406 WMew-St.Orono - DALE J. DENN Percol # P3 Oata pencola6on testconducted: 9/12/08 Cond by:- Dele•Denn, Homestead-Septic System SePACes, MPCA License#563 Soil data om-pereolaaon-test hole:-. 0--42. cE- Percol hota.delath:. 12 . Pew hole diameter inches Method c4 swat hole sidewall`- 1-X-2-wkh-pry-nulls Depth of pea size gravel in bottom of hole: 2 inches Depth of i ' -at.wate Cling: Method us ed to mail at least 1 least 4 hours: Manual fill and • Date and of initial fill: 1030,-6/24108 auto siphon. Maximum NaW depth above hole during-test:. . _urhes. Time interval., P3 Depth: 12 in _ Texture: W Average Perc rate: 24.5 Time- IttteRtial Interuat lAten►aal. clot Wow Water Wear Pere (mirt&sec) (minumo -(seconds} - ..-depth drop drvp nft ratio Irrval depme MPI [tarrt 0.00:00 .g 0:24:19 0:24:19 24 -. 0.32 . .24.32 7 1 1 24.3 aee . 0 24:42 0.24:42 24- O-.7e- 24-.M-- - t 1 1 24.7 s 024:35 0:24:35 24 0.58 24.58 _ 7 1 1 24.6 Q00A0. 8 010&00 1 1 0......................... : 7 0:00:00 8 _...... ,......._.. 1 1 0:00:00 � tart 0=-.M a . ........................ .......................... !!2P 0:05 00 PAGE 13 OF 16 405 Willow St,Orono f DAT / TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED ,44//VI/U PERMIT NO. -:2L :Jqz002_? COMPLETED ADDRESS 7 &A-) l /( t, OWNER TELEPHO E NO. ��c� V HOZ) CONTRACTOR rsLY2 C' DESCRIPTION /� C R ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAWGRADING/FILLING Q El POURED WALL ElMECHANICAL RI El LAKESHORE/WETLANDS ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT v ❑ DEMO-SITE ❑ SEPTIC MAINT ❑ FOLLOW-UP ? ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL v ❑ PLUMBING RI ❑ SEPTI FINAL ElFOUNDATION/REMOVAL ,,,,) O OWNERICONTRACTOR Tb MEE ES NO COMMENTS: /l_ C' .4 a r— x7, s: < -T%ai KS ol 0 0, A 1<5 r%� i +u� �'�� -FAA � LL He t -A _r_J ?ice W Q �Uj t` Uj 4LAj � �yt.c>✓tib ❑WORK SATISFACTORY:PROCEED �1"PROJECTCOMPLETE ac W ❑CORRECT WORK&PROCEED �❑l ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN L1STOP ORDER POSTED.CALL INSPECTOR El CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contractor on site: Inspector. L .ZL —5 S White Copy/Inspector's File Canary Copy/Site Notice