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Home My WebLink About2017-00966 - septic CITY OF ORONO * 2 0 1 7 — 0 0 9 6 6 2750 KELLEY PARKWAY DATE ISSUED: 08/21/2017 ORONO,MN 55356- (952)249-4600 FAX: (952) 249-4616 ADDRESS 540 WILLOW DR S PIN 03-117-23-32-0018 LEGAL DESC N/A LOT 002 BLOCK 001 PERMIT TYPE SEPTIC PROPERTY TYPE RESIDENTIAL CONSTRUCTION TYPE SEPTIC(NEW OR REPLACEMENT) ACTIVITY SEPTIC(MOUND) NOTE: PRECAST CONCRETE TANKS 2250, 1300 NEW MOUND SEPTIC SYSTEMS APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 MATTER EXCAVATING TOTAL 400.00 3710 CO.RD 21 Payment(s) MAYER,MN 55360- CHECK 5142 400.00 (612)6444587 Minnesota State License#:sept-L302 OWNER BOHLANDER,LAURA 2260 FOX ST 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 at any time for due cause. Applicant Permitee Signature Date Issued By ature Date City ANO P P of O66 no RECEIVED FOR CITY USE ONLY 2750 Kelley Parkway Date Received: Crystal Bay,MN 55323 AUG 14 2017 s # Phone:(952)249-4600 Permit ,le SROFax: (952)249-4616 CITY OF ORONO Approved y Amount$: CITY OF ORONO —SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) Site Address: ou" Owner: Mailing Address: City: (arc by Zip: 35(, Home Phone: Alternate Phone: Contractor/App: �� 1�vA- L 1 Contact Person: C/ Address: f tb CZ1, 1 �,„ ` State License#: City: V�l�h'1/7 Zip: S3 Expiration Date: Phone: 5j Alternate Phone: Ge-ik *56 1 Residential ❑ Commercial ❑ Other APPLICANT " .and check all appropria#e boxy , : :--,. Tanks: fiffPrecast Concrete ❑ Fiberglass ❑ Plastic ❑ Other: Number of Tanks: Size of Tanks: SCJ 13G Type of Activity: ❑ Trenches Mound ❑ Pressure Bed ❑ Chambers ❑ Holding Tanks ❑ 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 r r MIMI 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 Minnesota and certifies that all statements made on this application are complete, true and corect. Signature of Applicant �� ' Date: MPCA License No.: G Staff Review: ❑ Accept ❑ Denied Reviewer: Date: Reason for Denial: Comments (to be printed on inspection card): GENERAL INST UGTIUN. 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 � F 1 ORONO COPY 'MIS Vs'rEM IS DESIMO FOR 5 BEDROOMS. ANY INCREASE IN NUMBER OF BEDROOMS INVALIDATES THIS DESIGN. 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 January 12,2017 NOR-SON 540 Willow Drive S. Orono,Hennepin County This on-site Sewage Treatment System is designed for a Type 1 five-bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The periodically saturated soils were located at 18-28 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 8 MPI. A 2250 combination 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 1300 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 arae water (laundryshowers etc)Human water and toilet tissue should be disposed of into the septic tanks Garbage dispoutis 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 year for I septic tank_every two years for two septic tanks Sincerely, --�� CITY OF ORONO SEPTIC PE IT PLAN V W Joseph J.Olson INSPECTOR DAT PERMIT NO,70„ �►G6 RAPPROVED AS SUBMITTED APPROVED WITH CORRECTIONS AS NOTr:D NOT APPROVED•CORRGC.T&RESURMIT These comments are for your information. All work shall he done In full compliance with all applicable septic and zoning code. Requirements including items not specifically noted in this review, KEEP THIS PLAN SGT ON SITE AT ALL TIMES WILLOW DRIVE SOUTH LA F 1 r i ! 6i j r � A • 'S A w . ,cc � 1'i C , C s sr O / t A. If `fa dot .�.....�. I qx �/'O 7Css . MUM -121[c a s sU c W 3iwYr a PIIS Mtgr av 4+►,N !o 5 _ Y11tT WA Ovift rc ,be do ��' t-hts eG.res SOIL S4�1G LL�i!'ATIDNS MOUND SYS7Em QESIGRI nWI EI_ fYAe.[ .Bedroo,rr,Average percolation rate Tan l .. nun 0, - 3 211Z'.gal/daY .��? sq_ff of treatment area _Ui(l ft. width-__�3 ft, le�tlh(A bed area AYOM MW bbl: T"46--U.3 • rla9W.- pMPKV Onex -in EL.- " / Side slope run'�3d, 10 t x 3: Ire- ht= 4a. N is El.. 7, L +g --h.x b'1 ft. lawn area. JAL`MM OIAM (lean rock needed plus 2096b--cu-0s.Coarse gashed san(2i�cu.Yds, Aver � � age sand depth 1�7 T Rtr�t1 'rim pooWpaw Sandy bam�cu_yds.,Topschil 6"' �s� . cu.yds.plus 50%_ Ox cu.Yds_ Number of tanks j_,1�`to nk d3 teals.2`s'tank A-_,,gafs.,Pump chamber capacity,/A_t.'gals. PROPFtTY"gF;,.No - N 1)--gats./100 lineal feet of�. dia.Supply pipe,lineal feet needed_140 _ G y( o . �� Distrib,rtion pipe 4&a_ t3 lineal f-et, _, dia_Perforations �{r__ 'apart Float setai. 1.`�gam._ ' times per day Pump curve 3t. f min.33—feet Read pressure. Ddft:i,. ;LilZ, Ph. 163-4988779 2011 purpiecode Mound Design www.SepticResource.com (vers 15.2) Property Owner: NOR-SON Date: 1/12/2017 Site Address: 540 Willow Drive S. PID: 0311723320018 Comments: instructions: t i =enter data =adjust if desired = computer calculated - DO NOT CHANGE! I i bedroom Type Residential System 2) 750 GPD design flow 3) Yes Garbage disposal or pumped to septic 50%larger tank with multiple comp/tanks 2250 Gal Septic tank (code minimum) 12250 JGal 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 62.5 ft. long rockbed e� 10.0 ft rockbed 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) 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) 7/32 inch perfs at =feet residual head gives 0.56 gpm flow rate per perforation 771 for this pert size ft spacing, ii pipe size on line 12, max perfs/lateral = r 30 , line#8 must be less OK 10) 4.0 doses per day (4 minimum) iii 188 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) 150 feet of 2.0 inch supply line leads to 26 gallons of drainback volume (Tip: "top feed"manifold to control the drainback) 141 214 gallons TOTAL pump out volume(treatment+drainback) i s i 21 feet vertical lift from pump to mound laterals, leads to a: ie� 36 GPM @ =feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head) 17) 750 gal Dose tank (code minimum) 1300 gal Dose tank (design size / LUG regd) at 25.49 gpi leads to a 18) 8.4 inch swing on Demand float, or timed dosing of 5.9 min ON (confirm pump rate with drawdown (this delivers Average flow, =70%of Peak design flow) ehrs OFF test and adjust as necessary) ie� 12 inches from bottom of tank to"Pump OFF"float 20: 20 inches from bottom of tank to"Pump ON"float,orF12 inches to"Timer ON"float if time dosed 21) 23 inches from bottom of tank to"Hi Level"float, or 33 inches to"Hi Levet"float if time dosed 221 =gallons reserve capacity (after High Level 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 tog) desired mound ratio 2.7 24) percent site slope (0-20%range) 10 (%downslope site slope, if different than upslope) 25) 18 inches, or =ft. to Redox or other limiting condition (need at least 12"to be a Type 1) Treatment zone contains inches of 0%soil credit, and inches of 50%soil credit. Giving a: 26) 18 inch, or =ft. Sand Lift Mound CRITICAL FOR FUTURE CERTIFICATIONS I I I 27) F 27.0 ft.Total ABSORPTION width (with sand beyond rockbed as follows:) 28) 0.0 ft. upslope and sidestope 17.0 ft. Downslope Individual slope ratios give BERM widths(topsoil beyond rockbed)of: 29) 3:1 upslope ratio12]ft. ft. upstope berm 34) 3:1 sidestope 12ft. sidestope berms 3)) 3:1 downslope 20 downslope berm 32) Overall Dimensions: 10.0 1 ft. wide by 1 62.5 1 ft. long Rock bed 42 ft. wide by 87 ft. long Mound footprint 4" inspection pipe 18" cover on top U sl berm 12 Downslope berm 20 12" cover on sides (6"loamy cap&6"topsoil) 1.5 Clean sand lift 1.5 Depot €" iriit.ing Limiting Cvndit)orl Absorption Width _ 27.0 I Note: For 0 to 1%slopes, Ab"plton KIM is measured from the Bedequally in both directions. For slopes >1%, Absorpt/on W OM is measured downhill from the upslope edge of the Bed. 33) Rock Bed: 10.0 ft. by 62.5 ft. by Cinches under pipe, plus 20%gives 21 yd'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) 25.0 up + 53.8 downslope + 9.3 ends+ 39.4 under rock= 153 yd'or•1.4= 214 ton plus 20% 351 Loamy Cap: 38 ft. by 83 ft. 6"deep, plus 20%gives 70 yd'or'1.4= 98 ton 36) Topsoil: 42 ft. by 87 ft. 6"deep, plus 20%gives 81 yd'or-1.4= 113 ton I hereby certify that I have completed this work in accordance with all applicable ordinances, rules and laws. Rusty otson's Soil Ft Perc 810 1/12/2017 gner Signature Company License# Date INSPECTOR CHECKLIST - mound 54U willow Urive!). 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£t 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. WA'rER LINE under pressure sc 10'to bed,tank(3 sewer line. (else sewer line> 12"below) 0 Sewer line& baffle connection (no 90's, 3'between 45s, slope min 1"in 8', max 2"in 8') (no depth req's, clean out every 100', Sch 40 pipe) Septic 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 Ft alarm Dose tank risers and piping (water tight, insulated, proper depth, drainback) Mfg 1300 gallons F] dose pump 36 gpm 33 head VERIFY PUMP CURVE 5.9 min ON 9 hr OFF El float setting drop 8.4 inches at 25.5 gpi "DESIGNED" 5.2 inches approx float tether length 214.0 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 62.5 Sand lift depth 18 inches. (Jar test : 2"sand leaves < 1/8"silt after 30 min) Absorption Sand beyond rock 0.0 upslope 17.0 downslope DBermed topsoil beyond rockbed 12 upslope 12 sideslope 20 downslope cover depth of 12-18"+ VERIFY 3 laterals (1-2'from edge of rock) 2.00 inch pipe size (Sch40 pipe Et fittings) 3.0 ft lateral spacing 8 7/32 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 benchmark - _ - SHWT Mound r (Grace elevations are existing. if a ;' loamy cap different final grade is desired it should r lateral be shown and described here.) bottom rock grade (at upsrope rock bed) SHWT (at upslope rock bed) Sewer pipe r r r exiting house Septic Tank Septic Tank (a applicable) Pump Tank Grade Grade Grade Grade Pipe inlet inlet inlet Tank bottom Tank bottom Tank bottom 540 Willow Drive S Soil Log#2 ❑ Boring ❑ Pit Elevation 977.5 Depth to SHWT 26" Soil Observation Log w%-N%.SepticResource.com vers 12.4 Owner Information Property Owner'project: Edge Moor 1I LLC Date 3/18/2016 Property Address/PID: 540 Willow Drive S Soil Survey Information ❑ refer to attached sal survey Parent matl's: Q Till ❑ Outwash ❑ Lacustrine ❑ Alluvium ❑ organic ❑ Bedrock landscape position: ❑ summit ❑ Shoulder ❑ side slope ❑ Toe slope soil survey map units: L22D2-L36A slope 4-10 % direction- Linear Soil Log#1 ❑ Bonng ❑ Pit Elevation 977.5 Depth to SHWT 18" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-8 Topsoil <35 1 Oyr3/2 Loose Loose Single grain 8-14 Clay Loam <35 IOyr4/3 Friable Strong Blocky 14-18 Clay Loam <35 10yr5/4 Friable Strong Blocky 18-30 Clay Loam <35 10yr5/4 I Oy4/8,1-6/1 Oy Firm Strong Prismatic <35 loose loose single grain 35-50 friable weak granular bkwky firm moderate prismatic platy >50 rigid strong massive Comments: 540 Willow Drive S Soil Log#2 ❑ Wng ❑ Pit Elevation 977.5 Depth to SH WT 26" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-6 Topsoil <35 IOyr3/2 Loose Loose Single grain 6-14 Loam <35 10yr4/4 Friable Strong Blocky 14-26 Loam <35 1Oyr\6/4 Friable Strong Blocky 26-30 Loam <35 IOyr6/4 IOy4/8,1-6/10y Firm Strong Prismatic 540 Willow Drive S Soil Log#3 ❑ Boring ❑ Pit Elevation 963.3 Depth to SHWT 28" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-14 Sandy Loam <35 10yr4/2 Loose Loose Single grain 14-18 Loam <35 1Oyr4/2 Loose Strong Blocky 18-28 Clay Loam <35 10yr5/4 Friable Strong Blocky 28-36 Clay Loam <35 1Oyr5/4 IOy4/8,1-6/IOy Firm Strong Prismatic <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive /hereby certify this work was completed in accordance with MN 7080 and any local reqs. Rusty Olson's Soil& Perc. 810 /bIigner Signature Company License# 540 Willow Drive S Soil Log#4 0 Boring ❑ Pit Elevation 963.3 Depth to SHWT 28" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-14 Sandy Loam <35 IOyr4/2 Loose Loose Single grain 14-18 Loam <35 1Oyr4/2 Loose Strong Blocky 18-28 Clay Loam <35 1Oyr5/4 Friable Strong Blocky 28-36 Clay Loam <35 1Oyr5/4 IOy4/8,1-6/l0y Film Strong Prismatic <35 loose loose single grain 35-50 friable weak granular blocky firm moderate prismatic platy >50 rigid strong massive 540 Willow Drive S Soil Log##5 ❑ ung ❑ Pit Elevation 965.4 Depth to SHWT 24" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-18 Topsoil eroded <35 1Oyr4/2 Loose Loose Single grain 18-24 Loam <35 10yr3/2 Friable Strong Blocky <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate Prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive I hereby certify this work was completed in accordance with MN 7080 and any local reqs. Rusty Olson's Soil & Perc. 810 esigner Signature Company License# Soil Observation Log uww.Sept ic Resource.corn vers 12.4 Owner Information Property Owner/project: Edge Moor II LLC Date 3/18/2016 Property Address/PID: 540 Willow Drive S Soil Survey Information ❑ refer to attached soil survey Parent matl's: Q Till ❑ Outwash ❑ lacustrine ❑ Alluvium ❑ Organic ❑ Bedrock landscape position: ❑ Summit Q Shoulder ❑ Side slope ❑ Toe slope soil survey map units: L22D2-L36A slope 4-10 % direction- Linear Soil Log#6 0 B0f1ng ❑ Pit Elevation 975.6 Depth to SHWT 26" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-6 Topsoil <35 I Oyr3/2 Loose Loose Single grain 6-14 Loam <35 1Oyr4/4 Friable Strong Blocky 14-26 Loam <35 1Oyr6/4 Friable Strong Blocky 26-30 Loam <35 1 Oyr6/4 I Oy4/8,1-6/I Oy Firm Strong Prismatic <35 loose loose single grain 35-50 friable weak granular blocky 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 9:15 A.M. On 3/19/16 Location: 540 Willow Drive S. Hole number: 1 Date hole was prepared: 3/18/16 Depth of hole bottom_12"_inches, Diameter of hole 6"_inches. Soil data from test hole: Depth, inches Soil texture 0-8 Dark Brown Loam 10yr3/2 8-12 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 3/18/16 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 9:30 10:00 6" 2.8 10.7 10:07 10:37 6" 2.7 11.1 10:38 11:08 6" 2.6 11.5 AVERAGE PERC. RATE 11.1 MPI v Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 9:15 A.M. On 3/19/16 Location: 540 Willow Drive S. Hole number: 2 Date hole was prepared: 3/18/16 Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-6 Dark Brown Loam 10yr3/2 6-12 Brown loam 10yr4/4 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 3/18/16 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 9:31 10:01 6" 3.6 8.3 10:06 10:36 6" 3.5 8.5 10:39 11:09 6" 3.4 8.8 AVERAGE PERC. RATE 8.5 MPI , f Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 9:15 A.M. On 3/19/16 Location: 540 Willow Drive S. Hole number: 3 Date hole was prepared: 3/18/16 Depth of hole bottom_12"_inches, Diameter of hole_6"_inches. Soil data from test hole: Depth, inches Soil texture 0-12 Dark Brown sandy Loam 10yr412 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 3/18/16 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 9:32 10:02 6" 5.5 5.4 10:05 10:35 6" 5.5 5.4 10:40 11:10 6" 5.5 5.4 AVERAGE PERC. RATE 5.4 MPI t a . Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 9:15 A.M. On 3/19/16 Location: 540 Willow Drive S. Hole number: 4 Date hole was prepared: 3/18/16 Depth of hole bottom_12"_inches, Diameter of hole 6"_inches. Soil data from test hole: Depth, inches Soil texture 0-12 Dark Brown sandy Loam 10yr4/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 3/18/16 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 9:33 10:03 6" 5.5 5.4 10:04 10:34 6" 5.5 5.4 10:41 11:11 6" 5.5 5.4 AVERAGE PERC. RATE 5.4 MPI Y% DATE TIME CITY OF ORONO CALLED IN INSPECTION N TICE SCHEDULED PERMIT NO. — COMPLETED Z P 0 6 ADDRESS OWNER TELEPHONE NO. CONTRACTOR 6 ca ✓lt'fl K DESCRIPTIONS o W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO SITESEPTIC INSTALL Q OWNEWCONTRACTOR TO ME U._YES_NO COMMENTS- �Glp V16 673 4 �l� z v e 0 W (7q, toll' `' 0,K O/T V I a il'Imy� Uj �U re ;.u " W ❑WORK SATISFACTORY:PROCEEDPROJECT COMPLETE ccW CORRECT WORK ❑ SSUE CERTIFICATE OF OCCUPANCY ❑CORRECT 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 OwnerlContra site: Inspector. Whits Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. Z-1217v CV(Q 1D,16 COMPLETED ? I� ADDRESS �'r / OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION �� W ❑ FOOTING ❑ DEMO-FINAL -1 SEPTIC FINAL ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING C ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL ..1 ❑ DEMO-SITE ❑ SEPTIC INSTALL OWNEWCONTRACTOR TO MEET YOU-_YES_NO h COMMENTS: I ILK 0 cc 2 uj W K SATISFACTORY:PROCEED ❑PROJECT COMPLETE Cla ❑CORRECT WORK a PROCEED Cl ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDTr10N WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 onsite: Inspector: White CoPYSnspectoes FIM Conary CoPyIShe Nods DATE TIME✓ CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO..�=� — 1y�(r� COMPLETED ADDRESS 540Dt/%��lvu1 /Iiir�P OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION '77,a24% W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEYEWER HOOK-UP ❑ FOUNDATION/REMOVAL .1 ❑ DEMO-SITE SEPTIC INSTALL 2 OWNEAICONTRACTOR TO M _YES_NO c� COMMENTS: ac 0 W 0C ogg Q Z � W 3 LU WORK SATISFACTORY:PROCEED O PROJECT COMPLETE r,-,]CORRECT cc I RRECT WORK&PROCEED ElISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT Cl CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN El GTATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 site: Inspector. Whits CopylInspector's FIN Canary CopylShe Notice DATE TIME ✓ CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED —�—� PERMIT NO. 2011-002(& COMPLETEDL— ADDRESS A2 ac OWNER TELEPHOE NO. CONTRACTOR vc,7 DESCRIPTION Koo W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS i ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL _ v ❑ DEMO-SITE EEPTIC INSTALL Z OWNEROCONTRACTOR TOM :—YES—NO y COMMENTS: W C 0 ar 0 W cC Q - 2 Z W J vD WORKSATISFACTORYPROCEED ❑ PROJECT COMPLETE &ANECT WORKa PROCEED ElISSUE CERTIFICATE OF OCCUPANCY CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT O CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN INSPECTOR WILL RETURN CITATION ISSUED O STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 7 on site: Inspector: WMte Copynnspector's File Canary Copy/We Notice