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HomeMy WebLinkAbout2016-01468 - septic ' ' CITY OF ORONO * z 0 Ili 6 I 0 i 468 * � 2750 KELLEY PARKWAY DATE ISSUED: 04/25/2017 ORONO, MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS : 500 OLD CRYSTAL BAY RD S PIN : 04-117-23-42-0029 LEGAL DESC : CRYSTAL BAY RETREAT : LOT 1 BLOCK 1 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT) ACTIVITY : SEPTIC(MOUND) NOTE: MOUND SYSTEM 3 PRECAST CONCRETE TANKS 1300, 1000, 1300 APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 TOTAL 400.00 HAYES&SONS EXC. INC. Payment(s) 263 82ND STREET S.E. CREDIT CARD 5293 400.00 MONTROSE,MN 55303- (763)479-1762 Minnesota State License#:sept-L640 OWNER MERZ,BRIAN&KATIE 2412 BLACK LAKE RD SPRING PARK,MN 55384- AGREEMENT AND SWORN STAT 0MENT The work for which this permit is issued shall be perform:. according to the approved plans and specifications,applicable City app ovals,and the State Building Code. This permit is for only the work des.ribed and does not grant permission for additio al or related work which quires separate permits. All provisions of laws .rid ordinances governing his type of work shall be compied with whether dr not specified herein.Thi.permit will expire and become null and void if construction authoriz • is not commenced within 180 days of the date of issuance,or if•onstruction is suspended for a period of 180 days at any time after work as commenced. The applicant is responsible for assuring all required inspe tions are requested in con ance with the State Building Code.T is permit may be revoke n Mme for due opus . 4.-7L(/ 7it i ��5i/7 App 'cant Permitee S' t D. a Issued :. Signature Date 30-� City of Orono FOR CITY USE ONLY ° P PO.Box 66 Date Received: /1-22 // 2750 Kelley Parkway p' Crystal Bay,MN 55323 �,1� Permit# `jam© 1 (D cog - <:,..,A, ��� Phone:(952)249-4600 �`'Ars,{2 Fax: (952)249-4616 `1 r9 Approved By: _ -- Amount$: .�A,., �) CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) Job Site/Okmer Information: Site Address: 500 0 C 1 . --R--LC(,P bys' �. Owner: A)a v�-�--o.� i ' Yw.€5 U Mailing Address: City: Zip: Home Phone: Alternate Phone: Contractor/Applicant Information: Contractor/App: `---LA L'1eS -4' S^0 k.S Contact Person: 94-0 Address: "Z—(0 3 -- 5'4 S. State License #: L— C2 LL 0 City: i4'1-e/vt-/ 'D 4)-e Zip: ' S3 k 3 Expiration Date: 2-v /S-- Phone: 7&. 3 ` 1(7°!- /76 2- Alternate Phone: (2 & D G SSD TYPES OF OCCUPANCY Residential ❑ Commercial ❑ Other ** ATTENTION APPLICANT ** Fill in all appropriate blanks and check all appropriate boxes. Ta ks: Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other: Number of Tanks: - ' Size of Tanks: / 30 (J (1 I l y /30D Type of Activity: n TrenchesMound ElPressure Bed n Chambers ❑ Holding Tanks ❑ Pre-Treatment n Other NOTE: Provide an As-Built of the system before the final inspection. A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. Page 1 µ., ( s_ N .. ....r.�,�,g #?1 ,.... T»3;'>a. .. «k^'..$".✓,{ 4100 New or Replacement System $400.00 ` Repair Existing System T - 100.00 (Tanks or Drainfield) Total $ &-(0 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 c rect. Signature of Applicanteee3( a 2 ZMPCA License No.: _L 4 Staff Review: ept Denied Reviewer: �� l/ Date: /(/'Z' 7/. Reason for Denial: Comments (to be printed on inspection card): kzx x, } .. r'y5.,, -' C 4 I - tin f f -. ("1'�S` -c 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 lm��` c / S---i THIS SYSTEM IS DESIGNED FOR BEDROOMS. ANY INCREASE IN NUMBER i©go 4- 1,390 .Sad fir/ OF BEDROOMS INVALIDATES THIS DESIGN. / 6O ,OC/1/ y.7 &/ Joseph Olson D.B.A. 21 1,,,y-ill 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 NEW FUTURE SITE FORTHE NEW HOUSE AND ADDITION TO THE EXISTING MOUND Revised October 7,2016 Brian Merz 0 0,CI IRarq l _ Po 121 7u /40;wt S Lot I, Block I White Oak Fun Add. Orono,Hennepin County This on-site Sewage Treatmen System is designed to change a Type 1, four bedroom house system into a Type 1,five bedroom house sy tern in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. Keep all heavy equipment off the existing and new future septic sites. The periodically saturated soils were located at 16-18 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 All neighboring wells are greater than 100' from proposed treatment areas. The soils at a depth of 12"have a percolation rate averaging 4.7 MPI. A 1300 gallon pumping chamr will need to be installed to lift the effluent to the treatment area.The power supply and switches mut be located outside the manhole and pumping chamber in a weatherproof enclosure.A warning device m st be installed with light and sound devices;this is in case of a pump failure. A flow measurement d vice 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 puma the tank every year for I tank,every two years for two tanks. ereiy, Joseph J.Olson CITY OF ORONO SEPTIC PE:MIT P�. EVIEW .E INSPECTpR I:1'AL add DATE ll/z 14 PERMIT NO.Z0/6-0/4t ,p APPROVED AS SUBMITTED RAPPROVED WITH CORRECTIONS AS NOTED NOT APPROVED-CORRECT&RESUBMIT These comments arc for your information. All work shall be done in full compliance with all applicable septic and zoning code. Requirements including items not specifically noted in this review. KELP'CHIS PLAN SET ON SITE AT ALL TIMES ra— to 14:::. / I 1 t 6 1 I ti 1, ,z. L.._ , , 1 1 ,.. 1 4.t .;,i,...0,. 0, i 1 lb..Dr419X3 \ \ •.:1 61 t e.--, 4 Zs'', / N. / • t•cti • , .0., 1 ;IN I \ \ \ \ , ,:rric•c q . ,.. 4/0' \ NN \ 4 j'<.4717. ,.., i.' . _ _. N ...,.......-... `., . 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I . olli , I 3 \ • •• .a )11 A r. . ri, - .., 1 0 ...- IP . . q;., � Li • •• •• •• e ..I. ter. t .•i ) til -4e /1 i ...' ' ) Lr t III k b g g. g i , .,-,,. . . i 7.- I-; I it, lais PPP ; I 1 1 u\ 1 'i,t '° r r1. ' r,Z 4 G fi C ce i i 2011 purple code Mound Design www.SepticResource.com (vers 15.2) Property Owner: Brian Merz Date: 10/7/2016 Site Address: Lot 1 blk 1 White Oak Funk Add. PID: Comments: Add to primary system to make it a 5 bedroom system instructions: =enter data =adjust if desired = computer calculated - DO NOT CHANGE! 1) ? bedroom Type i Residential System 2) 96 GPD design flow 3) Yes Garbage disposal or pumped to septic 50% larger tank with multiple comp/tanks al 0 Gal Septic tank (code minimum) 0 Gat Septic tank (design size / LUG req'd) Tank options: none 5) 1.2 GPD/ft2 mound sand loading rate contour loading rate of 12 req's a min 8 ft. long rockbed 6) 10.0 ft rockbed width 8.0 ft rockbed length 7) 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) end feed manifold connection 8) 3 laterals 6.0 feet long 3.0 perfs / lateral 9 perfs total (1/2 a perf means the first perf starts at the middle feed manifold) 9) 1/4" inch perfs at 1 feet residual head gives 0.74 gpm flow rate per perforation for this perf size£x spacing, ti pipe site on tine 12, max perfs/lateral= 25 . tine#8 must be less--> OK lo, 4.0 doses per day (4 minimum) ,u 24 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) 60 feet of 2.0 inch supply line leads to 10 gallons of drainback volume (Tip: "top feed"manifold to control the drainback) 14 198 gallons TOTAL pump out volur,e (treatment+drainback) 15) 11 feet vertical lift from pump tq mound laterals, leads to a: 16) 47 GPM @ 21 feet of ead, Pump requirement (note: >50gpm may require an extra 3-6'of head) 17) 1300 gat Dose tank (code minimum) 1300 gal Dose tank (design size / LUG req'd) at 25.49 gpi leads to a 18) 7.8 inch swing on Demand float, or timed dosing of 4.2 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) 20 inches from bottom of tank to"Pump ON"float, or 12 inches to'Timer ON"float if time dosed 221) 23 inches from bottom of tank to"Hi Level"float, or 33 inches to"Hi Level"float if time dosed 22) 714 gallons reserve capacity (after High Level Alarm is activated) 23) 0.60 gpd/ft2 Absorption area Soil Loading Rate, which gives a mound ratio of 2 (minimum) (this must match the soil boring tog) desired mound ratio 2.0 24) 5 percent site slope (0-20%range) 5 (%downslope site slope, if different than upslope) 25, 18 inches, or 1.5 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: 26) 18 inch, or 1.5 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! 27, 20.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:) 28) 0.0 ft. upslope and sideslope 10.0 ft. Downslope Individual slope ratios give BERM widths (topsoil beyond rockbed)of: 29) 4:1 upslope ratio 12 ft. upsl pe berm 30) 4:1 sidestope 16 ft. sid lope berms 31 4:1 downslope 20 ft. do slope berm 32) Overall Dimensions: 10.0 ft. wide by 8.0 ft. long Rock bed 42 ft. wide by 40 ft. tong Mound footprint 4" inspection pipe 18" cover on top kUpslp_pe berm 12 { Downslope berm 20 12" cover on sides (6"loamy cap&6"topsoil) 1.5 Clean*and lift 1.5Det t U o Limiting Cer,Oi*:Ton Absorption Width 20.0 Note: For 0 to 1% slopes, Absorption Width is measured from the Bedequaily 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 8.0 ft. by I 6 cinches under pipe, plus 20%gives 3 yd'or*1.4= 4 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) 12.3 up + 26.7 downslope + ` 13.3 ends+ 5.2 under rock= 69 yd'or*1.4= 97 ton plus 20% 35; Loamy Cap: 38 ft. by 36 ft. 6"deep, plus 20%gives 31 yd'or*1.4= 43 ton 36) Topsoil: 42 ft. by 40 ft. 6"deep, pltis 20%gives 38 yd'or*1.4= 53 ton I hereby c ify that I have completed'this work in accordance with all applicable ordinances, rules and laws. Rusty olson's Soil& Perc 810 10/7/2016 igner Signature Company License# Date a ` Installer Summary 0 gallon Septic tank (minimum) Tank options: none aux larger LanK wlln muiupte comp/LdnKS 1300 gallon Dose tank(minimum) at 25.49 gpi 47 GPM @ 21 ft. of ead, Pump required 7.8 inch swing on Demand float which translates to roughly 4.9 inches of float tether length if time dosing is required --> 4.2 minutes ON time a 9 hours OFF time 20 inches from bottom of tank to"pump ON"float, or 12 inches to"timer ON"float 23 inches from bottom of tank to"Hi Level Alarm"or 33 inches to"Hi level alarm"if time dosed 60 ft. of 2.0 inch supply line with end feed manifold connection (Tip: "top feed"manifold to control drainback) 18 inch, or 1.5 ft. Sand Lift Mound 10.0 ft. wide by 8.0 ft. long Rock bed 3 laterals 2.00 inch diameter 6.0 ft. tong 3.0 ft. lateral spacing 1/4" inch perfs 3.0 ft. perforation spacing No Effluent filter a alarm 3 clean out E valve box assemblies 20.0 ft.Totat sand ABSORPTION width (minimum) 0.0 ft. upslgpe and sidestope (sand beyond rockbed, minimum) 10.0 ft. Dowistope (sand beyond rockbed, minimum) Specific slope ratios give BERM widths (topsoil beyond rockbed)of: 4:1 upstope ratio 12 ft. upslope berm 4:1 sideslope 16 ft. sidestope berms 4:1 downslope 20 ft. dowrpslope berm 4" inspection pipe 18" cover on top Upslape berm 12 Downslope berm 20 rrr• .1.111 12" cover on sides ''� 1.5 Ctea (6"loamy cap&6"topsoil} ln sand lift 1.5 Depth to Limiting Limitingclndtri—� __ _ ._ ter' _ 20.0 � Absorption Width �_�_ Note: For 0 to 1%slopes, Absorption Width is measured from the Bedequatly in both directions. For slopes >1%, Absorption Width is measured downhill from the upstope edge of the Bed Rock Bed: 3.0 yd3 or"1.4= 4 ton 6 inches under pipe Mound Sand: 69 yd3 or"11.4= 97 ton calculation based on 3:1/4:1 slope from top of rockbei Loamy Cap: 31 yd3 or"1:4= 43 ton 6"deep Topsoil: 38 yd3 or*14= 53 ton 6'deep • INSPECTOR CHECKLIST - mound Lot 1 MK 1 wnite OaK rum(Add. ElWELL setbacks: 20'to pressure tested sewer line (5 psi for 15 min) _ 50'to everything 100'to dispersal area with shallow welt _ 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 _ Building setbacks: 10'for everything, 20'for dispersal area. WATER LINE under pressure st 10'to ted,tank&sewer tine. (else sewer tine> 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 eNery 100', Sch 40 pipe) EDSeptic tank and risers (water tight, nsulated, proper depth, existing verified by pumping) mfg 0 II; gallons none Riser over outlet, riser over inlet orl center, and 6"+inspection pipe over any remaining baffles. _ No effluent filter&alarm Dose tank risers and piping (water tight, insulated, proper depth, drainback) mfe 13001 gallons El dose pump 47 gpm 21 head VERIFY PUMP CURVE 4.2 min ON 9 hr OFF float setting drop 7.8 inches at 25.5 gpi "DESIGNED" 4.9 inches approx float tether length 198.0 gal dole 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 10.01 X 8.0 Sand lift depth 18 inchesfr (Jar test : 2"sand leaves< 1/8"silt after 30 min) Absorption Sand beyond rock 0.0 upslope 10.0 downslope Bermed topsoil:beyond rockbed I 12 upslope 16 sideslope 20 downslope r-- cover depth of 12-18"+ VERIFY 3 laterals (1-2'from edge of ock) 2.00 inch pipe size (Sch pipe&fittings) 3.0 ft lateral spacing 1/4" inch perforations 3.0 ft perforation spacing Air inlet at end of laterals, and at op feed manifold if necessary. VERIFY _ clean outs (n0 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 1 1_ ,� System Elevations ementh benchmark .41/4"6", 1 f - - SHWT Mound I, (Grade elevations are existing. If a / loamy cap different final grade is desired it should lateral ,i..,. , ; be shown and described here.) bottom rock \\,, -Ode (at upslope rock bed) SHWT (at upsbpe rock bed) MAILL turtNtirk^.0AAA a.RN)` iaA tAAMA NMA.j'Mi. .4,4,rlM - \t3.0110,.jh/0-•,Ait.,4141,41A4V 0,114rj •a,.11A,.44& F 1___ 1 Li ri--;--1--‘ rI f I r r Sewer pipe / / / exiting house Septic Tank Septic Tank or applicable) Pump Tank Grade Grade Grade Grade Pipe inlet inlet inlet Tank bottom Tank bottom Tank bottom 2011 purple code Mound Design www.SepticResource.com (vers 15.2) Property Owner: Brian Merz Date: 8/19/2016 Site Address: Lot 1, B(k 1 White Oak Funk Add. PID: Comments: Future Site instructions: =enter data =adjust if desired = computer calculated - DO NOT CHANGE! `1 5 bedroom Type I Residential System 750 GPO design flow 3, Yes Garbage disposal or pum• to septic 50%larger tank with multiple comp/tanks 4) 2250 Gat Septic tank (code minium) 2250 Gal Septic tank (design size / LUG req'd) Tank options: none 51 1.2 GPD/ftz mound sand loading rate contour loading rate of 12 req's a min 62.5 ft. long rockbed 10.0 ft rocl(bed width 62.5 ft rockbed length 3.0 ft lateral spacing 3.0 ft perforation spacing (maximum of 3 for both) end feed manifold connection 8 3 laterals 60.5 feet long 21.0 perfs / lateral 63 perfs total (1/2 a pert means the first pert starts at the middle feed manifold) v) 7/32 inch perfs at 1 feet residual head gives 0.56 gpm flow rate per perforation for this pert size&spacing, &pipe Size on line 12, max perfs/lateral= 30 , line#8 must be less --> OK iu, 4.0 doses per day (4 minimum) 11) 188 gallons per dose (treatm4t volume) 2.00 5x 12, 2.00 inch diameter laterals must be used to meet"4x pipe volume"requirement 2.00 3x 13) feet of 2.0 inch supply line leads to ##### gallons of drainback volume (Tip: "top feed"manifold to control the drainback) 14 ######gallons TOTAL pump out volime (treatment+ drainback) 1 s, feet vertical lift from pump to mound laterals, leads to a: 16, 36 GPM® ##### feet ofi head, Pump requirement (note: >50gpm may require an extra 3-6'of head) 17) 750 gat Dose tank (code minimu,tn) 750 gat Dose tank (design size / LUG req'd) at gpi leads to a ######inch swing on Demand float, or timed dosing of #####min ON (confirm pump rate with drawdown (this delivers Average flow, =7j0%of Peak design flow) ##### hrs OFF test and adjust as necessary) 1e) 12 inches from bottom of tank to"Pump OFF"float 201 ######inches from bottom of tank to"Pump ON"float,or 12 inches to'Timer ON"float if time dosed 21, ######inches from bottom of tank to"Hi Level"float, or ##### inches to"Hi Level"float if time dosed 22, ######gallons reserve capacity (a ter High Level Alarm is activated) • 23, 0.60 gpd/ftz Absorption area Ssbil Loading Rate, which gives a mound ratio of 2 (minimum) (this must match the soil boring log) desired mound ratio 2.0 24) 5 percent site slope (0-20% range) 5 (%downslope site slope, if different than upslope) 25) 16 inches, or 1.3 ft. to edox or other limiting condition (need at least 12"to be a Type I) Treatment zone contai s 0 inches of 0%soil credit, and 0 inches of 50%soil credit. Giving a: 26, 20 inch, or 1.7 ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS!!! 27) 20.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:) 28) 0.0 ft. u ope and sideslope 10.0 ft. nslope Individual slope ratios give BERM widths (topsoil beyond rockbed)of: 20i 4:1 upstope ratio 12 ft. up+ope berm 3o) 3:1 sideslope 13 ft. sideslope berms 3) 4:1 downslope 20 ft. downslope berm 32, Overall Dimensions: 10.0 ft. wide by 62.5 ft. long Rock bed 42 ft. wide by 89 ft. long Mound footprint 4" inspection pipe 18" cover on top Upslope berm 12 } Downslope berm 20 12" cover on sides t (6"loamy cap&6"topsoil) 1.7 Clean rid lift 1.3 Depth Ito Limiting Limiting Condition " __ — _ __ _ Absorption Width 20.0 i __ __ -- ___ _ a Note: For 0 to 1%slopes, Absorption Width is measured from the Bedequally in both directions. For slopes >1%, Absorption *Ydth is measured downhill from the upslope edge of the Bed 33, Rock Bed: 10.0 ft. by 62.5 ft. by 6 I inches under pipe, plus 20%gives 21 yds or"1.4= 29 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) 35.3 up + 74.7 downslope + 11.1 ends+ 44.4 under rock= 199 yd3 or"1.4= 278 ton plus 20% 35) Loamy Cap: 38 ft. by 85 ft. 6"deep, plus 20%gives 72 yds or"1.4= 101 ton 36) Topsoil: 42 ft. by 89 ft. 6"deep, plis 20%gives 83 yds or"1.4= 116 ton I hereby certi that I have completed this work in accordance with all applicable ordinances, rules and laws. Rusty olson's Soil @ Perc 810 8/19/2016 signer Signature Company License# Date Soil Observation Log Nvs w SepticRcsource.com vers 12.4 Owner Information Property Owner'project: Brian Merz Date 8/16/016 Property Address,MD: Lot 1, 131k 1 White Oak Funk Add. Soil Su rvcInformation ❑ refer to attached soil survey Parent matl's: Q Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ Organic C Bedrock landscape position: ❑ Summit El Shoulder [l Side slope n Toe slope soil survey map units: L22C2 slope 5 % direction- Linear Soil Log#1 0 Boring ❑ Pit Elevation 962 Depth to SHWT 16 inches Depth(in) Texture fragment°/IO matrix color redox color consistence grade shape 0-10 Topsoil <35 , 10yr3/2 Loose Loose Single grain 10-16 Loam <35 10yr4/3 Friable Strong Blocky 16-24 Loam <35 10yr5/4 10y4I.1-6/10y Friable Strong Blocky loose loose grain single le friable weak granular blocky 35-50 firm moderate prismatic platy >50 rigid strong massive '35 loose loose single grain friable weak granular blocky 35 -50 firm moderate prismatic platy >50 massive rigid strong Comments: Lot 1,Bik 1 White Oak Funk Add. Soil Log#2 0 Boringpit Elevation 98.E Depth to SHWT 1$ inches Depth(in) Texture fragment'/a matrix color redox color consistence grade shape • 0-12 Topsoil <35 I0yr3-2 Loose Loose Single grain I 12-18 Loam <35 10yr43 Friable Strong Blocky 18-24 Loam <35 10yr5/4 10y418.1-6/10y Friable Strong Blocky <35 35-50 Firm Strong Prismatic >50 _35 loose loose single grain friable weak granular blocky 35-50 rismatic firm oderap >10 rigid Strongmte massive platy Lot 1, Blk 1 White Oak Funk Add. 1 Soil Log#3 Boring El Pit Elevation 961 Depth to SHWT 16 inches Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-10 Topsoil <35 10yr3 2 Loose Loose Single grain 10-16 Loam <35 10yr4/3 Friable Strong Blocky 16-24 Loam <35 10yr5r4 10y4'8.1-6`l0y Friable Strong Block. I <35 loose loose single grain friable weak granular blocky 35-50 ?50 firm moderate prismatic plan rigid strong massive <35 loose loose single grain friable weak granular blocky 35-50 >50 firm moderate prismatic platy rigid strong massive I hereby certi', is work was completed in accordance with MN 7080 and wry local rey's. Rusty Olson's Soil& Pere 810 esigner Signature Company License# Lot 1, Blk 1 White Oak Funk Add. Soil Log#4 J Boring ❑ Pit Elevation 961 Depth to SHWT 18 inches Depth(in) Texture fragment .o matrix color redox color consistence grade shape 0-12 Topsoil <35 10yr3/2 Loose Loose Single grain I 12-18 Loam <35 IOyr4t3 Friable Strong Blocky 18-24 Clay;Loam <35 10yr4/3 IOy48.1-6%l0y Friable Strong Blocky I loose loose <35 single grain friable weak granular block) 35-50 firm moderate prismatic plan >50 massive rigid strong <35 loose loose single grain friable weak granular blocky 35 -50 firm moderate Prismatic platy >50 rigid strong massive I Lot 1, Blk 1 White Oak Funk Add. . Soil Log#5 0 Boring ❑ At Elevation 964.4 Depth to SHWT 28 inches Depth(in) Texture fragment?lo matrix color redox color consistence grade shape 0-6 Fill <35 I Loose Loose Single grain 1 6-16 Topsoil <35 10yr4,'2 Loose Loose Single grain 16-22 Loam <<35 1 10yr5'4 Friable Strong Blocky <35 22-28 Clay Loam 35-50 , 10yr5!4 Friable Strong Blocky >50 ' <35 28-32 Clay Loam 35-50 10yr514 10y4!8.1-6%10y Firm Strong Prismatic >50 I hereby certify this work was completed in accordance with MN 7080 and any local reqs. Rusty Olson's Soil & Pero 810 esigner Signature Company License# Soil Observation Log www.SepticResource.com vers 12.4 Owner Information Property Owner t project: Brian Merz Date 8/16/016 Property Address P1D: Lot 1, B1k 1 White Oak Funk Add. Soil Survey Information ❑ refer to attached soil survey Parent matl's: Q Till ❑ Outwash ❑ Lacustrine 7 Alluvium ❑ Organic ❑ Bedrock landscape position: ❑ Summi ❑ Shoulder ❑ Side slope Toe slope soil survey map units: L22C2 slope 5 °'o direction- Linear Soil Log#6 lI Boring ❑ Pit Elevation 964.4 Depth to SHWT 18 inches Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-12 Topsoil <35 IOvr3/2. Loose Loose Single grain 12-18 Loam <35 10yr413 Friable Strong Blocky `35 loose loose single grain 35 -50 friable weak granular blocky firm moderate prismatic platy >50 massive rigid strong loose loose single grain <35 friable weak granular blocky 35 -50 >50 firm moderate prismatic platy rigid strong massive I , loose loose <35 single grain friable weak granular blocky 35 -50 firm moderate prismatic platy '50 rigid strong massive Comments: • Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 10:18 A.M. On 8/17/16 Location: Lot 1, Blk 1 white Oak Funk Add. Hole number: 1' Date hole was prepared 8/16/16 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 loam 10yr4/3 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 8/16/16 depth of initial water filling 12 inches above hole bottom. Method used to maintain at least 1 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 10:38 10:53 6" 2.2 6.8 10:56 11:11 6" 2.2 6.8 11:12 11:27 6" 2.2 6.8 AVEfiAGE PERC. RATE 6.8 MPJ ' Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 10:18 A.M. On 8/17/16 Location: Lot 7, Blk 1 white Oak bunk Add. Hole number:2 Date hole was prepared 8/16/16 Depth of hole bpttom_12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-12 Dark brown loam 10yr3/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 nches: Date of initial water filling 8/16/16 depth of initial water filling 12 inches above 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 10:39 10:54 6" 5.5 2.7 10:55 11:10 6" 5.5 2.7 11:13 11:28 6" 5.5 2.7 i AVERAGE PERC. RATE 2.7 MPI • 9f, `� �FSt10Q`� City of Orono Septic Asbuilt Form fib Address 5-0 v 6 C 1 ,1 t`&4-1r' Building Use Installer )4_., 'J License# LJ&.-/o Date 6-Z1317 Septic Tanks 1 3 O c> ( 3 0 v Pump Tank ( 3 v t! System Type /1i . D II Cl III D Mound D Trenches [Pressure Bed D Other Draw detailed diagram with measurements indicating distances to tank risers using 2 points from a permanent structure. Show location of drop boxes and length of trenches. (±) i'‘.. --"----- ---.....-.:, (.01A. 1 3 1---- Aj P ,i I-, i g / - /01 1 Oa , 1, 3- 1 z- / / , .1 I do , 1 r 3 7 7_-- - q y Aill 3 / 0 Y 1 *„ .14,va‘J p:, c i 1N) 1 DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. COMPLETED ///t7 'moi= `- ADDRESS 461 `i �r 5a/ /57 6C7d OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION 47(9e),/t W ❑ FOOTING 0 DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI ❑ EXCAV/GRADING/FILLING 0 ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL ❑ TREE REMOVAL ❑ RADON SLAB ❑ MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING ❑ MECHANICAL FINAL 0 RATED WALLS is ❑ INSULATION ❑ WOOD BURNER/FIREPLACE 0 COMPLAINT Q ❑ FINAL 0 WATER HOOK-UP 0 FOLLOW-UP ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP ❑ FOUNDATION/REMOVAL r ❑ DEMO-SITE EPTIC INSTALL 2 OWNER/CONTRACTOR TO ME U:_ _NO h COMMENTS: cc W ccSrn dvx /le 0 f O cc W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE CC ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY CI ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY .1 BEFORE COVERING PERMANENT O 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/Con on site: _.e..)7)tc Inspect es-5 White Copy/Inspector's Fite Canary CopylSite Notice /DATE TIME V CITY OF ORONO , CALLED IN (a ' INSPECTION NOTIC / ,SCHEDULED L i i 7 //,'e6 PERMIT NO. -Q.0 —0/L`�o COMPLETED ADDRESS OD ad 6 ys - . .-S' OWNER 1 EPHONE NOS"4-Lir/ 9Sia CONTRACTOR •4 ' EDESCRIPTION f' "Lest,/ 46.--c.4 Aex__ W 0 FOOTING I 0 DEMO-FINAL 0 SEPTIC FINAL Q 0 POURED WALL 11 0 PLUMBING RI 0 EXCAV/GRADING/FILLING 42 0 ❑ FOUNDATION WATERPROOF 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 1 0 MECHANICAL RI ❑ SITE INSPECTION IC 0 FRAMING 1 ❑ MECHANICAL FINAL 0 RATED WALLS 1, 0 INSULATION I El WOOD BURNER/FIREPLACE 0 COMPLAINT • 13 FI AL 0 WATER HOOK-UP 0 FOLLOW-UP W 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓ ❑ DEMO-SITE 1 ElSEPTIC INSTALL Z O�WNBvcONTRACTOR TO MEET YOU:_yes_NO a COMMENTS: CC I4. CA Z‘100 54i 71/ 1 '- /7oQ E. f 1.4.e. ti .., %f4 qv/M dt/ P�� d✓ iO DIcf. a t1 W l a� 4.014 7 / - z 'Ad WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE 0it R f ECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY C:lO O WORK,CALL FOR FEINSPECTION TEMPORARY V BEFORE COVERING 1 PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL R ❑STOPORDER POSTED.CALL INSPECTOR CITATION ISSUED INS O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Caw for the next inspection 24 hours In advance. (952) 249-4600 OwnedContrect on s Inspector: � ,-' -1...",- ,(:_co,`, White CopyMapactOr'a FIM Canary Copy?SIts Notice / ; _ DATE TIME CITY OF ORONO CALLED IN INSPECTION • 1 4" '�D.[4C1 SCHEDULED / ?3j) '7,-PERMIT NO.�. 0('!� COMPLETED ADDRESS I a i OWNER TEL HOPE NO. ' ' — ' %14-VS CONTRACTOR II( e4—/ � / it/ DESCRIPTION i W 0 FOOTING A DEMO-FINAL 0 SEPTIC FINAL Q ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O fV ❑ FOUNDATION WATERPR F 0 PLUMBING FINAL 0 TREE REMOVAL ❑ RADON SLAB 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL 0 RATED WALLS I, ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT % 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP MJ 0 AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ✓• ❑ DEMO-SITE 0 SEPTIC INSTALL Z OWNER/CONTRACTOR TO MEET YOU:_YES_NO • C EN et O. , TS: e 6 r eak', d'/ ,h1 f*P EtC • 4ill IN 1 — tie d 0 it Q (vert it.1K 1 rill st2Ki eets/00 Cr r ;di ou4S erkr`G 4)(9�C`7 J5 c mil/1i`2S- w 7 A cArzev it. 709 $f 7 g CMZ )1A r5, Lf0, >� rc• i W 0 WORK SATISFACTORY`.P ED 0 PROJECT COMPLETE IN W 0 CORRECT WORK&PROLE D 0 ISSUE CERTIFICATE OF OCCUPANCY Ci 0 CORRECT WORK,CALL FO REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDN WITHIN HOURS. 0 PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the net Inspection 24 hours in advance. (952) 249-4600 OwnedContra on alto:___Jf.r .,, Inspector: CIA. Copylln> Ctor's File Canary CopylSits Notice