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HomeMy WebLinkAbout2016 - 00962 - mound septic system CITY OF ORONO I 1111311111 2750 KELLEY PARKWAY DATE ISSUED: 08/26/2016 ORONO, MN 55356- (952) 249-4600 FAX: (952) 249-4616 ADDRESS : 2775 WHITE OAK CIR PIN : 04-117-23-42-0015 LEGAL DESC : REG. LAND SURVEY NO. 1447 : LOT 000 BLOCK 000 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT) ACTIVITY : SEPTIC(MOUND) NOTE: MOUND SEPTIC SYSTEMS (1)2250 AND(1)PUMPING CHAMBER APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 J S STEWART COMPANIES, INC. TOTAL 400.00 Payment(s) 11030 LAMONT AVE NE CREDIT CARD 8391 400.00 HANOVER,MN 55341 0 OWNER LARSON,JAMES&JACKIE 2775 WHITE OAK CIR 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 revoked. I time for due cause. c— 411111. W„,0,114A Wt. / • :Ftcant Permttee Signature Date Issued B 1 ignature Date . , r--- FOR CITY USE ONLY _. „..,,\WAt Citypp008f0Ox 6rO6 no 1 * S-^/5-11■0 2750 Kelley Parkway Date Received Crystal Bay.MN 55323 I Permit# Cge7/iv '"01,9406,A.,) 1 Ar,\ -.." Phone'k952)249-4600 , 1 Fax (952)249-4616 , Approved By: , I Articiunt$ yDe. A) CITY OF ORONO—SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) Job Site/ Owner Information: Site Address: 2 7 7 S L 14 i E Co_ tc (1,4,ye I em Owner: - v\t‘, t a v 0 il Mailing Address: 277 S I,1)1,t k l)(11 .0 { City: 6 V"(.. 11 C, Zip: `-')- S-- 3(..;(,., Home Phone: Alternate Phone: Contractor/Applicant Informationd , , Contractor/App: c .)' ) ‘..).i-tv,i)o.,(4 co ( JL Contact Person: ,,,i Y1A, S4 1/tick. .-- Address: I I D 3(.,', 1---CIA,N 1 O 0 1-- tql, Alc State License#: L 7ö_?) City: i 16',0 tie ti" Zip: i'V t,i Expiration Date: 1 /311Z,(D153 Phone: -7 L Lt.e.LI CiC3 C) Alternate Phone: (0(L 36762 e.,,eq I TYPES OF OCCUPANCY X. Residential I Commercial 1 Other **ATTENTION APPLICANT** Fill in all appropriate blanks and check all appropriate boxes. Tanks: Precast Concrete PI Fiberglass P Plastic n Other: Number of Tanks: (1) l 1`-;(..) '->e pi-1 L (1 ) )otc, pup * e itekt,& ' - Size of Tanks: ,----77 Type of Activity: 7 Trenches )( Mound I Pressure Bed [7 Chambers E Holding Tanks LJ Pre-Treatment Other NOTE: Provide an As-Built of the system before the final inspection. A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. Page 1 PERMIT TYPE AND FEES New or Replacement System $400.00 ' Repair Existing System 100.00 (Tanks or Drainfield) Total $ 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 Min 1-sate • certifies that all statements made on this application are complete/true and corr-. Signature of Applicant( ' _ L. Date: MPCA License No.: L -7 C 2> Staff Review: 11 Accept [.1 Denied Reviewer: Date: Reason for Denial: Comments (to be printed on inspection card): GENERAL INSTRUCTIONS 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 must 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. Page 2 • ' /0X50 ThIS SYSTEM IS DEsrGNEn ZZ V 4-/00o �0n .. ,.BEDROOMS, ANY INCRrflissErEs7G7.'Et; BEI�ROQA4S�NYAUDATES IS -‘eit4 /q.-1 -T,1 f./ Joseph Olson D.B.A. Rusty Olson's--Soil and Percolation Testing Joseph J. Olson--MPCA License#810 11481 Riverview Rd. NE, Hanover,MN 55341 (763)498-8779 Fax (763)498-8290 August 1,2016 James Larson 2775 White Oak Circle Orono, Hennepin County This on-site Sewage Treatment System is designed for a Type I four-bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The periodically saturated soils were located at 16-20 inches(mottled soil).Due to the periodically saturated soils,a pressurized mound system with 6 inches of rock will need to be installed to treat the septic effluent. The bottom of the treatment area must be located at least 3'above the saturated soils.This system is designed with 6 inches of rock The existing septic system does not conform to the state code chapter 7080 All neighboring wells are greater than 100' from proposed treatment areas. The soils at a depth of 12"have a percolation rate averaging 5.4 MPI. The existing septic tanks must be abandoned and a 2250 gallon septic tank needs to be installed. All new tanks need to be insulated if there is less than two feet of cover over the top of the tanks.Clean outs must be installed on the end of the laterals for maintenance. A 1000 gallon pumping chamber will need to be installed to lift the effluent to the treatment area.The power supply and switches must be located outside the manhole and pumping chamber in a weatherproof enclosure. A warning device must be installed with light and sound devices;this is in case of a pump failure. A flow measurement device must be installed.Including but not limited to a water meter,event counter.running time clocks or electronically controlled dosing. Nothing other than gray water.(laundry.showers.etc.)Human water and toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommended.Additives must not be used:they may cause harmful damage to your septic system.It is recommended that you pump the tank every two years for two septic tanks. Sincere] , - S711N11.TIV 1.V I1.15 NO 1.35 NV'Td SIH1.411,1 hMatA u s!t 1 ul patou,Cllnol.Ii�adc ton cw.ti 5ulpnlaut stuawa,lnbaN ots CITY OF ORONO opm flutuor.pur.alldac plgr,o��ddr,lln ytint aiueilduto�]ptl uI SEPTIC PER.' T PLAN ! np�9 lP n>laom IIV 'uolu'uuo,Iut tnoC Jol aan sluaunuo�ic.n{y J ,IE@ .��R V E\V .LI!1iSla VA L):1NA03- HAmlddv 1O [� 4 ....it �d Q3.LON SV SNOI_L.YI?I)IOJ I1_LI:N1(1'1,\f)?iddV [� AT /4/17 I 1 T'\TIT o. a�.L1.n1EIas SV a7.vOa�Idv ri A Pizu F', .,c �. . ,� 'ON IIINIIAd 31VQ i )T0173dSN1 A19IA1)I NV1d I11 11311 DI.Ld3S ONO21O AO AID ..,.... . -,.-..,..:.-- WHITE OAK CIRCLE ‘,.. ...----N 90°00' 00" E 136.83----• I ------ L.- R,-260.00.--....j 15 .--\,''. , - I • 3 o La 900 1.: WELL > 0 0, : c) 0 0 . k... . sc 0 24.4 -.I< 13 ; M . ..-> q 0 4 .1 1..":: 22.5 C EXISTING r--- HOUSE Ci 117,1 21a #2775 N ( 2 22_2 q I*5 41 re) _........ . riet-.) • 0 hi 00 0L I) . ....) --\....) A.r Ala itil .... SALL= I" Li D. I NC45€6 / -SI.Sit IA \i \ 96. . . ^ __ [ 6 v m t .�< tin F to r jQfij 'C O IN rr i i c o ;. 'O < d , ...,_ ...,. • F. (., 1,,,,,----.....--7/ ` io I • ..i. i-,,,:i .x iz, . . ( 1 ii- . 1i I\ d °' S • d a C`'i s • .�q "�" V1 p, v C 4.- In � Q `" 4 n f q. v' _s� • „,() * Y 1C n ( 1 4, v '�4 A co t i 61 < a. • i . \ ' j c"--, P K E 1 � ait .1111100.0 Zee rD °'vs: ”' [91 r U ..e 1 Y y lap to O M R 13 T'� 1 Ar ? 1,4 r rd .. on 7 r 1 \N .1 1 1!i ... • i i i 5 A - I , 0 r t., '- ' - Z ill 16'PII . P f o 02 g � � .C.- Sit / • 7 ly�'F, r�nrrnraits3{�7R1 ril m I I t r ,, 1 , t i n SLtl per! 1 wr: 1V 1 u1 16 w1 4,1 �J a j � r t 2011 purple code Mound Design www SepticResource corn (vers 15.2) Property Owner: James Larson Date: 8/1/2016 Site Address: 2775 White Oak Circle PID: 0411723420015 Comments: instructions: =enter data = adjust if desired = computer calculated • DO NOT CHANGE! >> 4 bedroom Type I Residential System 600 GPD design flow 3) Yes Garbage disposal or pumped to septic 50% larger tank with multiple comp/tanks 4) 2250 Gat Septic tank (code minimum) 2250 Gal Septic tank (design size / LUG req'd) Tank options: none s; 1.2 GPD/ft2 mound sand loading rate contour loading rate of 12 req's a min 50 ft. long rockbed (,) 10.0 ft rockbed width 50.0 ft rockbed length 7) 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) end feed manifold connection Si 3 laterals 48.0 feet long 17.0 perfs / lateral 51 perfs total (1/2 a perf means the first perf starts at the middle feed manifold) 91 1/4" inch perfs at 1 feet residual head gives 0.74 gpm flow rate per perforation for this perf size Et spacing, fx pipe size on line 12, max perfs/lateral = 25 , line#8 must be less--> OK io) 4.0 doses per day (4 minimum) l l: 150 gallons per dose (treatment volume) 2.00 5x 12 2.00 inch diameter laterals must be used to meet"4x pipe volume" requirement 2.00 3x 13 113 feet of 2.0 inch supply line leads to 19 gallons of drainback volume (Tip: "top feed"manifold to control the drainback) la; 169 gallons TOTAL pump out volume (treatment+ drainback) 15) 8 feet vertical lift from pump to mound laterals, leads to a: 16, 38 GPM @ 19 feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head) 171 500 gal Dose tank (code minimum) 1000 gal Dose tank (design size / LUG req'd) at 25.00 gpi leads to a i8) 6.8 inch swing on Demand float, or timed dosing of 4.4 min ON (confirm pump rate with drawdown (this delivers Average flow, =70%of Peak design flow) 9 hrs OFF test and adjust as necessary) 19) 12 inches from bottom of tank to"Pump OFF"float 20) 19 inches from bottom of tank to"Pump ON"float, or 12 inches to"Timer ON"float if time dosed 2! 22 inches from bottom of tank to"Hi Level"float, or 32 inches to"Hi Level"float if time dosed 22 450 gallons reserve capacity (after High Levet Alarm is activated) 23) 0.45 gpd/ft2 Absorption area Soil Loading Rate, which gives a mound ratio of 2.7 (minimum) (this must match the soil boring log) desired mound ratio 2.7 24) 3 percent site slope (0-20% range) 3 (%downslope site slope, if different than upslope) 25) 16 inches, or 1.3 ft. to Redox or other limiting condition (need at least 12"to be a Type I) Treatment zone contains 0 inches of 0%soil credit, and 0 inches of 50%soil credit. Giving a: 21s, 20 inch, or 1.7 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! 27) 27.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:) 28) 0.0 ft. upslope and sideslope 17.0 ft. Downslope Individual slope ratios give BERM widths (topsoil beyond rockbed) of: 29) 4:1 upslope ratio 13 ft. upslope berm 30) 4:1 sideslope 16 ft. sideslope berms 3)) 4:1 downslope 20 ft. downslope berm 32) Overall Dimensions: 10.0 ft. wide by 50.0 ft. long Rock bed 43 ft. wide by 82 ft. tong Mound footprint 4" inspection pipe 18" cover on top {upslope berm 13 Downslope berm , 20 Mt 12" cover on sides (6"loamy cap&6"topsoil) ION Clean sand lift 1.3 £ Absorption Width 27.0 Note: For 0 to 1% slopes, Absorption Width is measured from the Bedequally in both directions. For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Bed. 33) Rock Bed: 10.0 ft. by 50.0 ft. by 6 inches under pipe, plus 20%gives 17 yd'or*1.4= 24 ton 34) Mound Sand: (note: volume is based on 3:1/4:1 slope from top of rockbed, Exchange sand for loamy cap if desired) 34.8 up + 54.8 downslope + 13.0 ends + 33.6 under rock= 163 yd'or•1.4= 229 ton plus 20% 35i Loamy Cap: 39 ft. by 78 ft. 6"deep, plus 20%gives 68 yd'or*1.4= 95 ton 30) Topsoil: 43 ft. by 82 ft. 6"deep, plus 20%gives 79 yd'or•1.4= 111 ton I hereby certify that I h ve completed this work in accordance with all applicable ordinances, rules and laws. Rusty otson's Soil 8 Pert 810 8/1/2016 signer Signature Company License# Date Installer Summary 2250 gallon Septic tank (minimum) Tank options: none %Po urger eani wren rnuurpre comp/eanrca 1000 gallon Dose tank (minimum) at 25.00 gpi 38 GPM @ 19 ft. of head, Pump required 6.8 inch swing on Demand float which translates to roughly 4.4 inches of float tether length if time dosing is required --> 4.4 minutes ON time & 9 hours OFF time 19 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"float 22 inches from bottom of tank to"Hi Level Alarm"or 32 inches to"Hi level alarm" if time dosed 113 ft. of 2.0 inch supply tine with end feed manifold connection (Tip: "top feed"manifold to control drainback) 20 inch, or 1.7 ft. Sand Lift Mound 10.0 ft. wide by 50.0 ft. long Rock bed 3 laterals 2.00 inch diameter 48.0 ft. long 3.0 ft. lateral spacing 1/4" inch perfs 3.0 ft. perforation spacing No Effluent fitter E alarm 3 clean out&valve box assemblies 27.0 ft.Total sand ABSORPTION width (minimum) 0.0 ft. upslope and sideslope (sand beyond rockbed, minimum) 17.0 ft. Downslope (sang beyond rockbed. minimum,; Specific slope ratios give BERM widths (topsoil beyond rockbed)of: 4:1 upslope ratio 13 ft. upslope berm 4:1 sideslope 16 ft. sideslope berms 4:1 downslope 20 ft. downslope berm 4" inspection pipe 18" cover on top k Upstope berm 13 } Downslope berm 20 +C ) 12" cover on sides �_ _ (6"loamy cap&6"topsoil) 1.7 Clean sand lift 1.3 -..-' i 1 Absorption Width 27.0 Note: For 0 to 1%slopes, Absorption Width is measured from the Bed equally in both directions. For slopes >1%, Absorption Width is measured downhill from the upslope edge of the Bed Rock Bed: 17.0 yd3 or*1.4= 24 ton 6 inches under pipe Mound Sand: 163 yd3 or*1.4= 229 ton calculation based on 3:1/4:1 slope from top of rockbe Loamy Cap: 68 yd3 or*1.4= 95 ton 6"deep Topsoil: 79 yd''or*1.4= 111 ton 6"deep INSPECTOR CHECKLIST - mound L//5 White Oak Lucie WEll setbacks: 20'to pressure tested sewer line (5 psi for 15 min) 50'to everything 100'to dispersal area with shallow well PROPERTY LINES setback: 10'to everything Road setback: platted: 10'prop line. Metes& bounds: out of road easement, or outer ditch. LAKE/BLUFF setback: 20'for bluff. Lakes: GD_, RD_, NE_. Protected wetland_. Building setbacks: 10'for everything, 20'for dispersal area. WATER LINE under pressure sc 10'to bed,tank&sewer line. (else sewer line > 12"below) Sewer line& baffle connection (no 90's, 3' between 45's, slope min 1"in 8', max 2"in 8') (no depth req's, clean out every 100', Sch 40 pipe) USeptic tank and risers (water tight, insulated, proper depth, existing verified by pumping) mfg 2250 gallons none Riser over outlet, riser over inlet or center, and 6"+ inspection pipe over any remaining baffles. _ No effluent filter&alarm Dose tank risers and piping (water tight, insulated, proper depth, drainback) mfg 1000 gallons dose pump 38 gpm 19 head VERIFY PUMP CURVE 4.4 min ON 9 hr OFF E float setting drop 6.8 inches at 25.0 gpi "DESIGNED" 4.4 inches approx float tether length 169.0 gal dose divided by gpi "INSTALLED" = inches float drop (field corrected LABEL pump requirements and drawdown on riser or panel Cam lock reachable from grade - 30"max. J-hook weep hole. Supply line access (no hard 90's) 2.0 inch supply pipe: Sch40, sloped 1/8"+, supported by 4"sch40 sleeve or compacted, and buried 6"+. splice box / control panel / electrical connections flow measurement: CT, ETM, time dosed, home water meter mound absorption area rough up mound rock dimensions 10.0 X 50.0 Sand lift depth 20 inches. (Jar test : 2"sand leaves 1/8"silt after 30 min) Absorption Sand beyond rock 0.0 upslope 17.0 downslope nBermed topsoil beyond rockbed 13 upslope 16 sideslope 20 downslope cover depth of 12-18"+ VERIFY 3 laterals (1-2'from edge of rock) 2.00 inch pipe size (Sch40 pipe&fittings) 3.0 ft lateral spacing _ 1/4" inch perforations 3.0 ft perforation spacing Air inlet at end of laterals, and at top feed manifold if necessary. VERIFY clean outs (no hard 90's) 4" inspection pipe to bottom of rock, anchored VERIFY Abandon existing system - if necessary Re-use existing tank certification monitoring plan and type well abandonment form - if necessary System Elevations 1 benchmark y.u� f""Y� r r - - - - SHWT Mound t (Grade elevations are existing. If a loamy cap different final grade is desired it should lateral be shown and described here.) bottom rock grade (at upslote rock bed) SHWT (at upslope rock bed) .t 41 1 1 1 i _. AA4mwx.4..44.4.4.NA,AvANAe.,,4r1A.NA..A.ma A�1e 14R„+i)ti:rdM* 4,4mv ,,,,s shoiavtvrw.YuV.W ro.tn+NisioNA AN A-A.A.A.e44.% -______ _ r-r---c"-t- 1 I I 7 I I r C7 Sewer pipe r 1 7 exiting house Septic Tank Septic Tank (ir applicable) Pump Tank Grade Grade Grade Grade Pipe inlet inlet inlet Tank bottom Tank bottom Tank bottom Soil Observation Log \S w1+'.SepticResource.com vers 12.4 Owner Information Property Owner/project: James Larson Date 7/27/2016 Property Address/PID: 2775 White Oak Circle Soil Survey Information ❑ refer to attached soil survey Parent mail's: E Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock landscape position: ❑ Summit E Shoulder ❑ Side slope E Toe slope soil survey map units: L3713 slope 3 % direction-Convex Soil Log#1 Q Boring Pit Elevation 98.6 Depth to SHWT 20 Inches Depth(in i Texture fragment% matrix color redox color consistence grade shape 0-10 Topsoil X35 10yr4/2 Loose Loose single grain I 10-20 Clay Loam <35 IO r5/4 Friable Strong Blocky 20-30 Clay Loam <35 10yr5/4 I0y4/8,I-6/10y Friable Strong Prismatic <35 loose loose single grain friable weak granular blocky I 35-50 >50 firm moderate prismatic platy rigid strong massive <3 5 loose loose single grain friable weak granular blocky 35-50 firm moderate prismatic platy >50 irigid strong massive I I Comments: 2775 White Oak Circle Soil Log#2 E Boring E Pit Elevation _ 98.6 Depth to SHWT 18 Inches Depth(in) Texture fragment% matrix color redox color consistence grade shape I 0-12 Topsoil <35 10yr32 Loose Loose single grain 12-18 Loam <35 2.5v4!3 Friable Strong Blocky I 18-24 Clay Loam <3 5 2.5v54 10y4!8,1-6/10y Friable Strong Prismatic loose loose single grain <35 friable weak granular blocky 35-50 >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky firm moderate prismatic plat >50 y rigid strong massive 2775 White Oak Circle Soil Log #3 ❑ Boring ❑ Pit Elevation 98.6 Depth to SHWT 16 Inches Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-6 Topsoil <35 10yr4/2 Loose Loose Single grain 6-16 Clay Loam <35 I0yr5/4 Friable Strong Blocky 16-24 Loam <35 10yr6/4 I0y4/8,1-6/10y Friable Strong Prismatic <35 loose IOOSe single grain 35 50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose IOose single grain 35 50 friable weak granular blocky >50 firm moderate Prismatic platy rigid strong massive I hereby certifj•this work was completed in accordance with MA 7080 and any local ivy's. Rusty Olson's Soil & Perc 810 Designer Signature Company License 4 • Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 9:12 A.M. On 7/28/16 Location: 2775 White Oak Circle Hole number: 1 Date hole was prepared: 7/27/16 Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-10 Dark Brown Loam 10yr3/2 10-12 Brown clay Loam 10yr4/3 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 7/27/16 depth of initial water filling 12 inches above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches Time Time Depth Drop in H2O Perc Rate 9:22 9:52 6" 5.5 5.4 9:55 10:25 6" 5.5 5.4 10:26 10:56 6" 5.5 5.4 AVERAGE PERC. RATE 5.4 MPI Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 9:12 A.M. On 7/28/16 Location: 2775 White Oak Circle Hole number: 2 Date hole was prepared: 7/27/16 Depth of hole bottom_12"_inches. Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-12 Dark Brown Loam 10yr312 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 7/27/16 depth of initial water filling 12 inches above the hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hole bottom during tests 6 inches I Time Time Depth Drop in H2O Perc Rate 9:23 9:53 6" 5.5 5.4 9:54 10:24 6" 5.5 5.4 10:27 10:57 6" 5.5 5.4 AVERAGE PERC. RATE 5.4 MPI II Q DA /A:, 9 TIME CITY OF ORONO CALLED IN / `i ` INSPECTION N TIC 4 SCHEDULED —i.Jr—i� PERMIT NO. / ,��k' -e'OMPLET /� ADDRESS �77� ✓A (L! OWNER (' /,, TELEPHONE NO7 `�?O3� - 03 CONTRACTOR \f .S Site GU 1' DESCRIPTION U W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL ✓ ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 14 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL O ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP W 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO co)• COMMENTS: cc itL' :0)(57, Ick /iced cc 3 - ,tcr (f�';4 /�;/r ',.Y z '` _c-crti ✓ cc fjcc l4\ f7%,Q'1; deo'(3 W /Q; Q 2 Lti CC C(7(7 4 C CC C/CI O W WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE ❑`CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR ❑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. fifes J7 � „yr White Copy/Inspector's File Canary Copy/She Notice E TIME 1/ CITY OF ORONO CALLED IN\ Sd--- �_ /� INSPECTIONO E SCHEDULED —0497-14%° < r,97—1O PERMIT N � dDl`4":2"---dIYCO LET D /�� ADDRESS 77.E 64 OeA OWNER / c TELEPH N NO. -742-Y-9656 CONTRACTOR \--It J' 710 DESCRIPTION ititiL t /SA W ❑ FOOTING 0 DEMO-FINAL / 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING V) ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL 0 TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI 0 SITE INSPECTION Q ❑ FRAMING 0 MECHANICAL FINAL ❑ RATED WALLS 1, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP - ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL r ❑ DEMO-SITE ❑ PT IC INSTALL 2 OWNERIf' CTOR IS)) YOU: YES_NO ti COMMENTS: cc • W Q. O% -6/0/( >. /4/a/la — 0 cc O 4. CC W Covey " 0 g Q LAJ 12 ,/J C) oo��' CLT Q 'O ((k W cc J d Lu ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE ItW ORRECT WORK&PROCEED CI ISSUE CERTIFICATE OF OCCUPANCY O ❑CO ECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑ STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Contra site: Inspector. cG ---i , I White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO.Z.S—ggq Z COMPLETED '7/PT/•/ Z:0) ADDRESS Z-7 75- i4/4'TG ©t k G�cl�o OWNER TELEPHONE N9. 4 a-,.;0- 6 9 CONTRACTOR / a " u/w DESCRIPTION Opci`i 4 v ly ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL ❑ RADON SLAB ❑ MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS • ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL , ❑ DEMO-SITE SEPTIC INSTALL - OWNER/CONTRACTOR TO ME U:_YES_NO ti COMMENTS: cc a 50 4kt-gr / - j earth cc O W cc z W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY ✓ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ PHOTO TAKEN INSPECTOR WILL RETURN 0 STOP ORDER POSTED.CALL INSPECTOR CI CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Con rn site: 4V-1�/ Inspector: White Copy/Inspector's File Canary Copy/Site Notice 4 - DUANE BARTHEL . tr 1205 LaBeaux Ave. N.E. •St. Michael,MN 55376 D„fat) ukS Phone:(763)497-2764•e-mail:duaneseptic@centurylink.net Septic Service, LLC MPCA Lic.#654 Date ^/2 -76 Statement Pumping Fee: Name: 3--s- Long Pull Fee: Address., 7s,•, illeed Other City/State/Zip: ' Total Cost of Service Septic Tanks&System Condition Access: 0 Maintenance Hole #of Tanks:2—/ao� A Type of System: 0 Other Volume pumped: rT�'4// Risers: 0 Yes 0 No Manholes to surface: System Watertight: ❑Yes ❑No ❑Yes ❑No Baffles 0 Yes 0 No Effluent screen: Noticeable surfacing: ❑Yes ❑No ❑Yes ❑No Tank Access&Structurally Safe: Tank type: 0 Precast Ponding: ❑Yes 0 No 0 Cesspool 0 Yes 0 No Tanks water tight: : 0 Yes 0 No Piping checked: Signs of non-domestic waste: ❑Yes ❑No ❑Yes ❑No Length of Pull: Pump or Wiring Faulty: Manholes Securely replaced: ❑Yes ❑No ❑Yes ❑No Comments regarding system: OFFICE USE ONLY Disposal: 0 Land Application 0 Wastewater Treatment Plant Disposal Site: Lime: Gallons: Plowed: : 0 Yes 0 No Time: Temperature: pH: Time: Temperature: pH: c • j c . THANKS Q PRECAST SYSTEMS, INC. DARWIN, MN • MAXIMUM DATE DEPTH OF ����®®,,MODEL# MANUFA pTU•ED BURY //4''^''/A) 130r GALLONS <f0 -6 7c- /)ktW tav GALLONS N //4 7/ p4,e 1 /V `aD GALLONS A C , 7 1 DATE , TIME .CITY OF ORONO CALLED IN 9—/2– &' INSPECTION NOTICESCHEDULED (–)-/ 3-/& // -' G--z., NO. / - C� V) C MPLFTED ADDRESS c7 75 ( ( 2/ l (7�7' i c et (C OWNER TELEPHONE NO. 7/-• ---3‘,6r- t i' / CONTRACTOR ( J 5 S�-c (�t, A-A _ - //,L.L-- 32 DESCRIPTION `QA -- L�-/--- L ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O 0 FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL • 0 RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS Z ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT Q ElFINAL 0 WATER HOOK-UP 0 FOLLOW-UP W 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL 2• OWNER/CONTRACTOR TO MEET YOU: YES_NO c• COMMENTS: cc 4 % — 13 a/4(1 //e co-p` c e)q cv e.- c er, P(/L1 (c/a t l^( l/ c C i W �e/ii 45 c,/ly l° c;�2f e(( ac /( or -1-© qC(z-, ........tw ec W 0 WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE IXW 0 CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY U BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. El PHOTO TAKEN INSPECTOR WILL RETURN CI ID STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 OwnerlContra on site: /'� Inspector. �,yzij C-L7" - White Copyllnspector's File Canary Copy/Site Notice