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HomeMy WebLinkAboutDesign_inspection_8-24-15CODE REQUIREMENTS ARE FOR YOUR PERSONAL HEALTH AND SAFETY! CD m 0 C i 0 ❑ ❑ ❑ ❑ ❑ i col 1110,00 z:00,o�mo :18,� x m n n 0 0 T m Z -'� -4 �Xz O m rr- Z zx m Cj © m m � -! 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T, m z r I r m mm A n r 1 ® T r0 R y R a Nm 1 1 lZi 0 000000000 O O o x. x F. x z v K p m m m O n O 0 m w m m C Y o< Z m o m n zx �D"v m m z r I Q n n o F r r CA G) n O n O m 0 O n n O m Z m m i m 2 O Z m Z O Z m m a O v 7Q N a rn m x m m m c z 13 00 = O Z m 0 a I Roger Peitso From: Roger Peitso Sent: Monday, August 24. 2015 1:38 PM To: 'jnyvegas@hotmail.com' Cc: Jeremy Barnhart Subject: Soils verifcation Attachments: Inspection_8-24-15.pdf Dave, I have attached a copy of my inspection to this email. If you have any questions please call M-Th 7:30-5:00 Fridays 7:30- 11:30. Regards, Roger Peitso Building Official City of Orono Phone: 952-249-4600 Direct: 952-249-4625 Email: rpeitso@ci.orono.mn.us Fax: 952-249-4616 w � � f%% I % 14 2---7c(7 ;��zG ro �A oj0o, IE.nde,Septic Service LLC Cd ovl INDIVIDUAL SEWAGE SYSTEM DESIGN SUMMARY Property Owner: Tim Skelly Phone: Address: 1150 Homestead Trail City: Orono Zip: County: Hennepin County DESIGN USAGE Single Family Home 5 Other Number of Potential Bedrooms Garbage Disposal Sewage Lift Pump no SIT CHARACTERISTICS Soil type Loam Hydraulic Loading .6 Depth to restrictive layer 14 inches PUMP INFORMATION CAPACITIES Pump GPM & T )H 47 GPM and 18 TDH Daily water Use Est Cale 6W Cycles per day 4 cycles Septic Tank Capacity 2-1250 allon tanks Gallons per cycle 188 ellons Pump Tank Capacity 1500 allon tank Perforation size & spacing '/4 " M& every 3 feet MOUND SYSTEM Number, spacing, & diameter of laterals 3-2 inch laterals every 3 feet Dimension of Rock Base 10x62.5 Forcemain Size Depth of Rock Below Pipe 6 inches TRENCH SYSTEM Type of trench Maximum Depth of trench Square Feet of bed Required Square Feet of bed Proposed Lineal Feet of bed Proposed Yap Dimensions of Mound 64x103 % Slope of Soil Under Mound 10% Upslope Dike Width 11 feet Downslope Dike Width 33 feet Sideslope Dike Width 20 feet PROVAL C By Tristan Ende License #C9206 See additional information sheet if checked gle n 24910 Territorial Road - Rogers, MN 55374 ,4284W 0 www,,ond2,w tir.com 0 Info@endeseptic.com Date 0312712015 ON Septic System Design Additional Information Property Owner: Tim Skelly - Parcel #1 Description of Waste Water Treatment System This site has an existing on -site sewage treatment system which was installed in the 60's - 7o's. A compliance inspection was performed and it has deemed that the old system doesn't meet soil separation and the tanks do no pass either. The old tanks must be dug up, pumped, abandonened, filled and new tanks and main line installed. This new on -site sewage treatment system is designed for a Type 1, 5 bedroom home, Type 1 system in accordance with the MPCA Chapter 7080 and local ordinances. The soils on this site are loamy. The periodically saturated soils were located after going to a depth of 14 and 17 inches. This will lead 12 inches of usable soil underneath the mound with a 2 foot sand Gft, Therefore providing a 36 Inch separation for the treatment of effluent above the periodically saturated soils. Two 1250 gallon tanks will need to be installed along with a 1500 gallon pump tank to lift the sewage to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must also be installed with audiovisual alerts. The supply line must have drain back to the pumping chamber. From the pump tank sewage will be pumped 33 feet to the mound. There will be 3- 2" pipes each 3 feet apart inside the 10' by 62.5' rockbed. The mound will have a total footprint of 64' by 103' with 10 percent slope underneath it. Ali tank manholes should be brought to grade upon completion of tank installation, inspection {ports for the distribution boxes should also be at grade upon completion. Keep all vehicles and construction equipment off septic area. Rutting and/or compacting the soil will change the percolation rates and may lead to system failure. Homeowner to verify all property lines. Elevations are referenced to Bench Mark on the blacktop next to the door leading to the downstairs. Installer to verify all elevations, dimensions, and ensure proper fall to pipes. Pitch pump chamber outlet to ensure complete drain back to pump chamber. Establish turf to prevent erosion and freezing. Ends Sup lic Service, LIC, 2010 Territorial Road I ph. 783-428-4+485 or infoftendeseW c.com 1 Each tank is to be pumped through the maintenance cover when serviced. Da not pump through inspection pipes. Homeowner is responsible for all casts involved in servicing, monitoring, and rnitigating the system. Ali construction to be performed in accordance with MN Rule 7080 Nothing other than human waste, toilet tissue, laundry, showers, water softener etc. should be disposed of into the septic tank. Recommend iron filters be diverted out of the system. Recommended to divert the water softener as well. Garbage disposals are no recommend, due to adding more solids and fine solids passing through the system. Excessive amounts of soap, antibacterial soaps, cleaning agent, showers cleaners used every shower and chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend laundering be limited to 3 loads per day. Maintenance Requirements See attached operating permit or management plan for details Endo Septic Service, LLC, 24910 Territorial Road 'I ph. 7G3-428-4489 or info 5{ endeswt c.com 2 � \ 2 Z s ■ k ■ gs� o M� t� 0 � 2 �o eoa 4 S F rl f bCk fr a-.%. t � C O O 13 .4 46 V O +1 C C Q w ,G i D O u ... m 9 � W '. 0 a o -°� 00 a* aan Ln+ a v N o v � Y a �i, °'• c � V C cc w H O p 0 ,� Fes.. N O, L a V c o N a o c o c° o o� o o a W m Z N Z �W/! m = C G m11puMWco& Mound Design www_SepticResou►ce.com (vers 14.21 Property Owner. Tim Skelly Date: 3/26/2015 Site Address: 1150 Homestead Trail Orono, MN PID: 28182332002 Comments: istructions: = = enter data = adjust if desired 0 = computer calculated - DO NOT CHANGE! =bedroom Type l J Residential System 750 1GPD design flow Garbage disposal or pumped to septic i 1500 Gal Septic tank (code minimum) 2500 Gal Septic tank (design size / LUG req'd) Tank options: Multiple tanks or compartments req'd i 4.2 GPD/fe mound and loading rate contour loading rate of 12 req's a min 62.5 ft. long rockbed i 10.0 ft rockbed width 62-5 ft rockbed length i 3.0 ft lateral spacing 3.0 Ift perforation spacing (maximum of 3 for both) end feed manifold connection i laterals 60.5 feet long 21.0 perfs / tateraL 63 perfs total (112 a pert means the first perf starts at the mule feed manifold) i 1 /4" inch perfs at feet residual head gives O.74 gpm flow rate per perforation for this perf size a spacing, a pipe size on line 12, max perfs/lateral = 25 ,line #8 must be less --> OK a� 4.0 doses per day ( 4 minimum) q 188 gallons per dose (treatment volume) 2.00 5x Y.DO inch diameter laterals must be used to meet "4x pipe voturre requirement 2.D0 3x 33 feet of 2.0 inch supply line leads to gallons of drainback volume (Tip: "top feed" manifold to control the drainback) 194 gallons TOTAL pump out volume (treatment + drainback) 10 feet vertical lfft� pump to dispersal area, leads to a: 47 GPM 18 feet of head, Pump requirement (note: >50gpm may require an extra 3-6 of head) 750 gal Dose tank {Cade minimum) 1500 gal Dose tank (design size / LUG re(fd) at 34.00 gpi leads to a 5.7 inch swing an Demand float, or timed dosing of 4-1 min ON (confirm pump rate with drawdown (to deliver Average flow, 66% of Peak design flaw) 9 hrs OFF test and adjust as necessary) 12 inches from bottom of tank to "Pump OFF' That 18 inches from bottom of tank to 'Pump ON" float, or 12 inches to `Timer ON" float if time dosed 2t inches from bottom of tank to "Hi Level" ftaat, ar 31 inches to 'Hi Level" float if time dosed 786 gallons reserve capacity (after High Level Alarm is activated) ! � §Wfv Atumption uea SoR Lea tg We, r deh gives s Xnund rM of 1 ImM*Awj (this must owech the soil k" IV desWed mound ratio 2.0 �d'gettt ate slope (0-205 ruve) ®(� sbpe, p dttferont tltan tapslope) ®• or 1.0 . to Redaoc ar ONter ltotiting condltiarr #seed at Leda* tr m tie a Type t) Frrsadrrettt zatte oantal7ro�fndrns Of Olr soR cSedlt, end �ipdbs 50R sad c�k. Gm.. [H]V4, or 2A 'Sand Uft M CJ11ilM ift F'UnW C.i1li1F1tJI7it MIn 20A R.Totat Af7K1lL vridtlt {with sand beya*d rockhed as fallorrs:) 0.0 (L wdope and skleswpe t0A . Wwndiope fetdltrMW slope MUos Ove MW wNft Pwud WMW roddmd( of: 4:1 4b 1t 400" berm 4:1Id= 20. stdesiW bdme 4:1 33 1t. &Sv7rolOpe ber*n Went( OlmenskSia: 10.o ftwide by b2.5 ft. " Rock trod 54 1 ft. aide by 103 f t. W4 Mound footprint k"edloft Pt* r till" cover an tarp iz «wr an Wes wk-yo ad, 2.0 Clean sand lift DF�lit" to Ujr- tin For 0to IS dopes, Akp&w W dM Is memnxd from the Ard"WHy In both d McMm. For dopes T-I%, AiMsw#Aw Ilii t k meted dwmhl(t front the Wdope edge of the" tend* tied �,,� 10.0 by 43.5 by © under f�, pm 2a It lrI'' or'1.4 Mound Sand: OvAe: volume IS based an 3:114.1 slope from top of fod*bed, bKhwr sand for eearn)r cap if dedrkQ UM"CW ®R' by CElk w deep, PM 20 ghms TOPSOIL 7 � by ts33 6• deep, fka 2N oWn Ende sepw Service 1t0 or'l.4■ 454 tan 123 or'1.4 =ton U654 3/26/2015 ttcerdeA We Installer Summary 2500 gallon Septic tank (minimum) Tank options: Multiple tanks or compartments req'd 1500 . gallon Dose tank (minimum) at 34.00 gpi 47 GPM @ 18 ft. of head, pump required 5.7 inch swing on Demand float which translates to roughly 3.9 inches of float tether length if time dosing is required --> 4.1 Iminutes ON time a ®hours OFF time 1 8-1 inches from bottom of tank to "pump ON" float, or 12 inches to'timer ON" float 21 linches from bottom of tank to "Hi Level Alarm" or 31 j inches to "Hi level alarm" if time dosed 33 ft. of 2.0 inch supply Line with end feed manifold connection (Tip: "top feed" manifold to control drainback) 24 inch, or 2.0 ft. Sand Lift Mound 10,0 ft. wide by 62.5 t. tong Rock bed 3 laterals 2.00 inch diameter 60.5 ft. long 3.0 ft. lateral spacing 114" inch perfs 3.0 ft. perforation spacing BEffluent fitter ft alarm 3 clean out & valve box assemblies 20,0 ft.Total sand ABSORPTION width (sand beyond rockbed) (minimum) 0.0 ft. upslope and sideslope 1o.o ft. Downslope Specific slope ratios give BERM widths {to soft beyond rockbed) of: 4:1 upslope ratio 11 ft. upstope berm 4:1 sideslope "Oft. sidestope berms 4:1 downstope 33 ft. downslope berm 4" inspection pips? 18" cover on top bem =_ J T 1� 11 Dowwllstone berm 33 12" cover on sides S6' loamy cap &.6" topes 2.0 11 Clean sand lift Absorption Width Note: For 0 to 1% slopes, A tx spoon Wtdith is measured from the Betdequatly in both directions. For slopes >1%, Absorption )►ffdt`h is measured downhill from the upslope edge of the Bed. Rock Bed: 21.0 yd3 or'1.4= 29 ton 6 Inches under pipe Mound Sand: 376 yd3 or'1.4= 526 ton calculation based on 3:1/4:1 slope from top of rockier Loamy Cap: 110 yd3 or'1.4= 154 ton 6" deep Topsoil: 123 yd3 or "1.4= 172 ton 6" deep INSPECTOR CHECKLIST - mound 115u Homesteao 1 ratt Orono, MN 0 WELL setbacks: 20' to pressure tested sewer line (5 psi for 15 min) 50' to everything 1 W to dispersal area with shallow well PROPERTY LINES setback: 10r to everything Road setback: outer ditch, or 3Y from center of township road, or 65' from center of cnty road LAKE 1 BLUFF setback- 20' for bluff. Lakes: GD _, RD —, NE _. Protected wetland Building setbacks: 10' for everything, 20? for dispersal area. WATER I.WE under pressure se 10' to bed,tank $ sewer line. (else sewer line > 12" below) ❑ Sewer tine & baffle connection (no 9(Ys, Y between 45's, slope min 1" in 8, max 2" in 8') (no depth req s, clean out emery 10(r, Sch 40 D2665 or F891) Septic tank and risers (water tight, insulated, proper depth, existing verified by pumping) mfg- 2500 gallons Multiple tanks or compartments req'd Riser over outlet, riser over inlet or center, and 6"+ inspection pipe over any remaining baff Les. No effluent fitter Ft alarm Id Dose tank risers and piping (water tight, insulated, proper depth, dratnback) m& - 15W gallons dose pump 47 gpm 18 head VERIFY PUMP CURVE 4.1 min ON 9 hr OFF float setting drop 5.7 inches at 34.0 gpi -DESIGNED" 3.9 inches approx float tether length 194.0 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 99s) supply pipe sloped 1 /8"+, supported by sch40 sleeve, 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 24 inches. (Jar test, 2" sand leaves < 1 /8' silt after 30 min) Absorption Sand beyond rock 0.0 upstope 10.0 downslope Bermed topsoil beyond mddxd 11 upslope 20 sideslope 33 downslope cover depth of 12-18"+ VERIFY 3 laterals (1-2' from edge of rock) 2.00 inch pipe size 3.0 ft lateral spacing e 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 Percolation Data Sheet Property Owner: [Tim Skelly - Site Address: 11150 Homestead trail Orono, MN 12. General o0 on InfomwYdon Diameter in Method of scratching sidewatL lKnife Date prepared and/or soaked: 3J25J15 Is pre-soak requiried•?®* Not required in sandy soils Soak* start time: z:QOpm Soak* end 6:OOpm 4:00 hrs of soak Method to maintain 12 in of water during soakj Drum of water and float 13. Percolation eat - Data Test hole: #1 Date reading taken: 3/26/15 Starting time: 2:15 Soil texture description: Depth (in) I Soil Texture 0-14 !loam l— 1 Location: Isouthwast of proposed mound Elevation: Depth`*: 1Z inches —12 inches for mounds ii at -grades, depth of absorption area for trenches & beds Reading Start Time End Time Start Reading (in) End Reading (in) Perc rate (mpi) % Difference Last 3 Rates pass 1 2 2:15 2:35 2:30 2:55 10.00 1 11.00 8.50 9.25 10.0 i 11.4 NA NA NA NA 3 3:00 125 10.00 7.75 11.1 112.5 i I l I Chosen Percolation Rate for Test Hole #1 i 1.4 mpi Additional percolation test data may be included on attached pages Design Percolation Rate (maximum of all tests) - 14.3Q mpi Additional Percolation Data Test We: #2 Location: N�irdwmt side of proposed mound Date reading taken: 3/26/2015 Elevation: Starting time: 2:15 Depth": 12 inches Soil texture description: Depth (in) Soil Texture 0-17 Loam I I l { I "" 12 In. for mounds & at -grades, depth of absorption area for trenches and beds Reading Start Time Ertd Time Start Readin$ (in} End Reading (in) 3 Perc rate I % Difference (mpi) Last 3 Rates I Pass 1 2:15 2.25 12.00 11.30 14.3 NA NA 2 2:30 I 2:50 I 11.50 10.00 113 NA NA 3 2:55 3:15 I I 11.50 10.00 13.3 i 6.7 i Yes i Chosen Percolation Rate for Test Hole #2 14.3 mpi Test hole: #3 Location: Date reading taken: Elevation: Starting time:Depth": inches Soil texture description: Depth (in) Soil Texture I i `" 12 in. for mounds & at -grades, depth of absorption area for trenches and beds Reading Start Time End Time Start Reading (in) End Reading (in) Perc rate i (mpi) I % Difference, Pass last 3 Rates } 1 NA NA 2 3 F NA I NA I i I I Chosen Percolation Rate for Test Hole #3mpi Soil Observation Log wwwSeptieResource.comvcrs 12.4 Owner Information Property Owner / project: Tim Skelly Date 3/26/2015 Property Address / PID: 1150 Homestead Trail Orono, MN Soil Survey Information ❑der to attadred soil g'^Rv Parent matrs: 0 rill ❑ outwash ❑ tacvstrine ❑ wltnrium ❑ organic ❑ Hedrodc landscape position: ❑ SummiC Shoulder ❑ Side slope ❑ Toe slope soil survey map units: slope 10 % direction- downhill 0-14 Soil Log #1 g Boring ❑ Pit Elevation Depth to SHWT Texture fragment % matrix color redox color consistence gade <35 Loam 35 - 5fl 10YR3/2 10YR7I2 Firm Strong >50 loose 5 friable 35 - 50 firm >50 <35 fr 35 - 50 fi >5fl 1— wain ar blocky iic platy loose single gram weak bl .dernte Pic P. enoosesinglegrainC35le weak granniar b35-50 JJoEs moderate prismatic piety >50 ..;..;.t crrnnu massive 1VVaG $ � Siam <35 friable fda— weak W-aidar blocky 35 - 50 firm moderate Prismmic platy I >50 rigid strong massive Percolation Data Sheet 1IeV-��-k M00") Property Owner: [Tim Skelly j Site Address: 1150 Homestead Traa1 Orono. MN- 12. General Percolation Information Diameter �8� in Method of scratching sidewall: Kni e Date prepared andlor soaked: 3/.25/15 Is pre-soak requiried'?®'Not required in sandy soils Soak" start time: 2:OOpm Soak' end 6:00pm 4:00 tars of soak time: Method to maintain 12 in of water during soaki Drum of water and float 13. Percolation Test Data Test Note: #1 Date reading taken: 3/26/15 Starting time: 3:30 Soil texture description: Depth in Soil Texture 0-18 � Loam Location: ISouthwest of Alternate mound location Elevation: Depth": 12 inches — 12 inches for rmmnds & at -grades, depth of absorption area for trenches & beds Reading Start Time End Time Start Reading End Reading (in) (in) Perc rate (mpi) % Difference = Last 3 Rates pass 1 2 3:30 3:45 3:50 I 4.10 10.00 8.75 11.00 12.0 NA ': NA NA NA 3 4:15 4:30 10.00 ��9.25�11.4 8.75 12.0 4.8 Yes I � Chosen Percolation Rate for Test Hole #1 12.0 mpi Additional percolation test data may be included on attached pages Design Percolation Rate (maximum of all tests) = 13.30 mpi Additional Percolation Data Test Test hole: #2 Location: Hate reading taken: 3/26f2 —Elevation: Starting time: 3:30 Depth-: Soil texture Northwest side of proposed mound 12 inches " 12 in. for mounds & at -grades, depth of absorption area for trenches and beds Reading Start Time End Time 1 Start Reading ; End Reading Perc rate % difference (in) (in) (mpi) Last 3 Rates Pass 1 3:30 3:50 12.00 10.50 13.3 lVA � NA 2 3:52 4:15 11.50 9.75 13.1 NA NA 3 4:17 4:30 i 11.50 10.50 13.0 i 2.5 Yes f Chosen Percolation Rate for Test Hole #2 13.3 mpi Test hole: #3 Location: L_ Date reading taken:Elevation: Starting timer^Depth*•: inches Soil texture description: Depth (in) Soil Texture "" 12 in. for mounds It at -grades, depth of absorption area for trenches and beds Reading Start Time End Time Start Reading End Reading I (in) (in) Perc rate % Difference, (mpi) Last 3 Rates Pass 1 NA NA 3 i I NA NA i I i i I I E Chosen Percolation Rate for Test Hole #3mpi Soil Observation Log www-SepticResource.com vets 12.4 Owner Information Owner / project Tim Skelly hate 3/26/2015 Address) PID: 1150 Homestead Trail Orono, MN Alternate Mound Soil Survey Information ❑ reW m attKW soil survey Parent matrs: ❑' Till ❑ Outwash ❑ Laarslrine ❑ A luvium ❑ organic ❑ Bedrock landscape position_ ❑ summit ❑ Shoulder ❑ side slope ❑ Toe slope soil survey map units: slope 10 % direction- downhill Soil Log #1 ❑' WN ❑ Pit Elevation Depth to SHWT Depth (in) Texture fragment % matrix color redox color consistence grade shape <35 0-18 Loam 35 - 50 10YR3/2 10YR7/2 Firm Strong Blocky >50 <35 loose loose single »a friable weak ganular blocky 35 - 50 firm moderate W—c phay >50 rigid Ong massive �35 loose loose sir, gle grain friable weak granuaar brocky 35 - 50 firm moderate prismatic platy >S0 rigid strong massive �5 loose loose single gain &fable weak granular blocky 35 - 50 firm moderate pistwfic platy >50 rigid strong massive loose loose single grain �5 friable weak granular hlocky 35 - 50 firm moderate pri—a is Platy >50 rigid strong massive Continents: i 150 Hmofted Tnu fhm MNN S� 0 wft ❑ Pit FJevatian Depth to SkkWT DepffiCm) Try u% matrixeobr redoxuobr aasakstmm gmde sbqc <35 0.20 Loam 35 - 50 k0YR3l2 k0YR7/2 P6m Sig sb* >50 � komo loose iriaike pam�r 35 - 50 fiyw P � >50 low t pia [i3 t 35-50 fm pwoi* PWY >50 5 loose loan ++aTm a 35 - 50 &m ply >50 d aisuirc base tooae <35 69a6ke 35.50 fim modsate p plaly 1 t So HwneVAW TmH MN Seib LK 43 ❑ 9w" ❑ pt Ek atime Dq& to SkWf (in) T-= fiepwd % tneErkcok r redox ooW cam loom kopse tria6ie paste 35 - 50 tam tie >50 �ft loose boas p,� <35 lir k weak gi I b kp*y 35 - 50 GM moderate PY 435 6ns61e wpk pmdw< bkdq 35 - 50 rc mndeiate Play >50 knmae koose <35 liable weak t 35 - 50 fim p >50 loose kaom Ai*ga;a <" e t Und 35 - 50 li= madaate wwia th� >50 40 odkmmg IMS$WM hasp cat6jkm work was co p ided to acrwdawe ws* AM IM and aq lncdn k EA&ice L26% t S COMPMY Lkcwm # 3 mms He vw0nCou* G1S- Primne Map Parcel 28-118 23-32-0001 ATE: Abstract Map Scale:l"� 100 ft. N ®: Print Date: 32712015 Orrrter Margaret M Buschborn Trustee Market $401,000 Name; Total: Parcel 1150 Homestead Tr Address: Orono, MN 55356 Property Residential 7vpe= stead- Homestead Parcel 3.91 acres Area: 170226 sq t Tax $4,723.16 Total: (Payable.,2015) Sale Price: Sale Date: Sale Code: This map is a compilation of data from various sounxm and is fumistred "AS 1S" wrlh no representation or warranty expressed or implied, including tdness of any padicular purpose, rnerchantabity, or the accuracy and oomplateaess of the infour®tion shown. COPYRIGHT ® HENNEPIN COUNTY 2015 Mgxl 5.he re rturlPraWV Pins►deft.asp f9C=4WM45M4696 M49MI.3962=18L=8&T=tybrid8D=trueSUD-OBFII-28118M3=18V4S=0,0,._. N2 x Wx a Sol Mft-Memea6+cmm, umnsam k 45� ism Omm +rind 4p m 4MM 4EM 4Km 49W s+w s ; m k NgSNk p N 0 m �0 f0 lm A°� r�� � � M*.wUTHAMlMAww ftova 16.m.{" Web SM sum 3M015 Cen'"rOtlm arsiw llei k" Doopwas" Sail Suvay P"B t of 3 sou Map-4%maain CauMr. wir mft Map Unit Legend HwopnCaumv u.i.wahawmm s*L% tsP&d mmuartim" I Awash Aa Poem a atAM 1 ______ teSu IMNia,sparm ai 64.6% L7BA Hsml.aYerywah.He,ae( caffmk , 1 to4 pom 0.i 45.5% ialtla farA;; 'I Neat m u 10g.9% Cam mason smvlaa unww V Coopol*m sag Sunny Page J of 9 Map Unit Cesak ticn; Harriet, overwadoiamel wmpimc, i to 4 percent art County, "Mesota Hennepin County, Minnesota L3W-4i8mW, vverrM11-Hamel complex, I to 4 percen slopes Map Unit Setting National map unit symbol: h64c Mean annual precOltadon: 23 to 35 inches Mean annual air temperature: 43 to 50 degrees F Frost -fine period: 124 to 200 days Famni nd dassiftoWn. Prime farmland if drained Map Unit Composition Hamel, overwash, and sinWar soils: 50 percent Hamel and similar soils: 43 percent Minoruomlpoments. i pint EWm etes are based an observetto m descriptions, and transacts ofihe mapunrt. Desrtipdon of Hamel, Ovetwash Setting Landfarm: IDrainageways on moraines Landform position (two-dimensional): Toeslope Dom-b*pe shape: Concave Acnx&4" shape. linear Parent material: Wwnum over bil Typical Mile Ap - 0 to 13 Inches: loam A -13 to 29 inches: day loam Btg - 29 to 50 Inches., day loam Cg - 50 to 80 inches: loam Properties and qualities Slope: Ito 4 percent Depth to rtestridive feature: More than 80 inches IV aturat drainage class Som what poorly drained Capacity of the most limiting layer to transmit water (Ksot): Moderately high (0.20 to 0.60 Inlhr) Depth to water table: About 18 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 20 percent Gypsum, maximum in profits: 1 percent Available water storage in proft. High (about 11.8 inches) Interpretive groups Land capability dassthcation (irrigated): None specified Land capabitity dasshficatfon (nonialgated): 2w Hydrologic Soil Group: CID USi�4 Hatund Resources web Sd) Survey 3AW015 i� Conservation SWAM t abonw empefove Sal Survey ftw 1 vt 3 Map"0"Cr*bn: Hemel, OVOM"h-Hemel OWVOx, 9 to Wwdilopw—Hwv*p County, Minnesota Oftr Wgefative classlrlcation; Level Swale, Neutral (GlO3XS001MN) 0eecrip[ton of Hamel Setting Landbrm: Drainageways on moraines Down -dope shape: Concave Across -slope shape: Linear Parent maiarW, Colluvium over till Typical profile Ap.A,AB - 0 to 24 inches: loam Ng - 24 to 46Inches. clay loam Cg - 46 to 80 inches; loam Properties and qualities Slope: 1 to 3 percent Depth to rest►kilve feature: More than 80 inches Natural drainage class: Poorly drained Capadty of the most Enuring layer to transmit wafer (Kest): Moderately high (0.20 to 0.60 tnlhr) Depth to water table: About 6 inches Frequency of flooding: None Frequency of pond V.. None Calcium carbonate, maximum in profle: 20 percent Gypsum, maximum in profile: 1 percent Available water storage in prtft: high (about 11.6 in&,es) Interpretive groups Land capability classification (irrigated}: None specified Land capablMy classifrcafidon (nonin igated): 2w Hydrologic Soil Group; CID Other vegetative classiffireadon: Level Swale, Neutral (G103XS001MN) Minortknqxnents Terris Percent of map unit. 6 percent Landfarm: Hills on moraines Landform postlion (two -dieter rao: Footslope Downslaloe shape: Concave Across-siope shape: Linear Other vegetative dassfhlcaffw: Sloping Upland, Neutral (G103XS002MN) Glencoe Pement of mW unit: 2 percent Landform: Depressions on moraines Down-skpa shape: Conte Across slope shape. Concave Neural Reeouren web Snit Survey 3125=15 Conservation Sovim Natbnal Cooperative Sock Survey Pape 2 d3 Map Unit Desgipbon: Le $ueur loam, 1 to 3 percent slopes -Hennepin Cmmty, Minnesota Hennepin County, Minnesota L.25A�--Le Sueur loans 1 to 3 percent Slopes Map Unk Setting Nagonal map unr7 sy mboL We Mean annual precipitation: 23 to 35 inches Mean annual air temperature: 43 to 50 degrees F Frost -free period: 124 to 200 days Farmland dassr7fcatfon: All areas are prime farmland LIap Unit Composition Le sueur and similar soils. 80 percent Minor components: 20 percent Estimates are based on observations, deamphonA and transacts of the mapudt. Description of Le Susur Setting Landfarm: Moraines Down -slope shape: Linear Across -slope shape: Linear Parent material: Till Typical profile A1,A2,AS - 0 to 17 inches: loam St - 17 to 36 inches., clay loam Sk - 36 to 46 inches. loam C - 46 to 80 Inches: loam Properties and qualRies Slope. 1 to 3 percent Depth to msirkOve feature: More than 80 inches Natural dramege class: Somewhat poorly drained Capacity of the most lfmOV layer to transmit water (Ksat): Moderately high to high (0.60 to 2.00 inthr) Depth to water table: About 18 inches Frequency of flooding: None Frequency of pondfng: None Calcium carbonate, maximum In profile: 25 percent Gypsum, mammum in profle: 1 percent Available water storage in prnffe: High (about 11,0 inches) lnbwpr rdw groups Land capab ft classr7lica0ml (+rrigafed): None specified Land capability dassrlkO ion (nonkrigated): 1 Hyadrokgic Solt Group. B/D Other vegstative dassHkation; Sloping Upland, Acid JG103XS00") Web Sad Survey 3r15fR015 Coy Kvstioo Serviee NWkw ei Cooperative Sod Survey Page i of 2 lNep unit Desar$r Ion: to Sueur loom.1 to 3 percent MWM--llermepin County, ate Minor COmponenis Cordova Pament of map unit: 1 s pament Landfonn: Dminageways an moraines Down slope shape: Concave Across-sbpe shape: Unear Other trage hve Ckwwft8&w: Level Swale, Neutral (G103XS001MN) Angus Pement of mats unit: 5 percent Landfarm: Hills on moraines Lanaiform positlan fwo-dwwnslono: Summit Down-SlVope shape: Convex Acrrrsa-,slope shape: Linear Other vegetative d"df 8VOn: Sloping Upland, Acid (G103XS006MN) Data Source Information Soil Survey Area: Hennepin County, Minnesota Sauey Arm Date: Version 10, Sap 16.2014 � f AUMI Rewurces web Soil Survey w5MI5 Cvnsarvstlon Ssrvlc+s Nato" Cooperative Sam Survey Page 2 of 2 fXAER! SERVlf[ 1A51%NG VRWE A Df Wpm W WE.Y C.pW" NBC 6074 Keystone Road Milaca MN 56353 1-MB-983 2447 Name 1 Address Tuts Skelly 1150 Homestead Trail Orono MN 553M Ship To Tim Skelly 11150 Homestead Trail Orono, MN 55M Estimate Oats Estimate t 4/7f2015 2267 5alasman zrav P.O. No. won cost Q<Y Total City of Orono Septic Permit 405.00 405.00 Residential Installation Per Endes design to include: Pump and property abandon the existing septic tanks, Instal two Brown yirlaert 1250 0810n Septic tanks. and a Brown Wilbert 1500 gallon pump t ink, risers and tide to grade, instal a Gouds PE 51 affluent pump, install an outdoor power post with pump controls, alarm controls. audio alarm and visual alarm, direct bury wire from do home to the power post, final electrical connections provided by Granite Ledge Electric, build a 10' by U roc klmid an a 7 dean sand lift mound using 325 yards of sewer send, 25 yards of sewer rock, and 300 yards of cam material, lateral desnouts and inspection p pm to grade. pipe and parts, machine tkne and labor, final grade, rake and seed. 2S,900.00 29,900.00 Installation includes Septic Check 5 year limited warranty 0.00 0.00 Terms. 50%dawn, balance due upon eompMori. Prises valid up to 30 days from estimate date. Price subje d to change upon design approval - 0A0 0.00 Accepted by: 0.00 0.00 Date: Please sign and myrrh Subtotal $29,305.00 A 1-112°% service charge rvdi be applied to balances due alter 30 days. Sales; Tax (0.00) $0.00 We accept V154, Mashwcerd and Discover Creak Card Payments to to $3,000. Total $.W5.00 Phones 320-983-2447 Fax a 320.983-2151