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HomeMy WebLinkAbout2017-0169 - new septic CITY OF ORONO * 2 0 1 7 — 0 1 5 6 9 2750 KELLEY PARKWAY DATE ISSUED: 11/28/2017 ORONO,MN 55356- (952)249-4600 FAX: 952)2494616 ADDRESS : 3425 WATERTOWN RD PIN : 32-118-23-43-0010 LEGAL DESC : UNPLATTED 32 118 23 : LOT 000 BLOCK 000 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT) ACTIVITY : SEPTIC(MOUND) NOTE: 3 PRECAST CONCRETE TANKS 1250, 1000, 1250 MOUND SYSTEM APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 TOTAL 400.00 VOLKENANT INC. Payment(s) 1030 CO RD 83 CHECK 16872 400.00 MAPLE PLAIN,MN 55359 (763)479-1547 Minnesota State License#:BUIL-1709 OWNER KATTERHAGEN,MATT&HAYLEY 1405 OLIVE LANE N PLYMOUTH,MN 55441- 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. ll �ZB � I Applicant Pennitee Signature Date Issued B ignature Date City of Orono FOR CI Y USE NLY �NO P P.O.Box 66 / 2750 Kelley Parkway Date Received: G Crystal Bay MN 55323 Permit# / G Phone:(952)249-4600��Cd SHO Q'E Fax: (952)249-4616 Approved By: Amount$: CITY OF ORONO —SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) IIVtl 0 � ���i P ;&z Yalu +:9 Site Address: / JV j rn`�c1�cJ cl Owner: Mailing Address: City: Zip: Home Phone: Alternate Phone: _12-0 7w/ '7 ze, Contractor/App: Ve flGrtih'f1qL 1,,,-c Contact Person: Address: /aU rn S State License#: � City: Zip: 5 j Expiration Date: 90/fir Phone: Z 1/k 6 7 Alternate Phone: TYPES,OF C3GC Residential ❑ Commercial ❑ Other ON APPILICAItiT Fill in Alj.aRpropriiate blanks and check all appropriate bosses. Tanks: M Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other: Number of Tanks: Size of Tanks: Type of Activity: ❑ Trenches A 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 New or Replacement System $400.00 l' 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, and c'orrec Signature of Applican� /./,✓ ' Date: MPCA License No.: �G Staff Review: X-1c pt ❑ Denied Reviewer: Date: / n$ 414 Reason for Denial: Comments (to be printed on inspection card): 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 ORONO COPY C. W. L UNSER COMPANY INC. T67 Septic Designs-Compliance Inspections"Operation&Maintenance ,.D Trouble Shooting--Soil Borings-Perc Tests-Site Evaluations T Minnesota Pollution Control Agency Licensed and Bonded Z O St Cloud Area Alexandria 1600 238'St 2753 Le Homme Dieu Heights NE St Cloud E9N 56309 Alexandria MN 56308 Business:(320)248-2262 Business R Fate:(320)7635577 Email:clunser&atruail.com October 6,2017 Matthew Rattahagen THIS SYSTEM IS DESIGNED FOR 140 Olive Lane North ,. BEDROOMS. ANY INCREASE IN NUMBER Plymouth Apt hMN 55447 OF BEDROOMS INVALIDATES THIS DESIGN. RE: Septic design for and at the address of. 3425 Watertown Road Orono MN 55356 Dear Matthew, First of all,thank-you very much for the work!I realty appreciate it.It was a pleasure chatting once again.I have completed the design and now you will need to print the design packet and sign the I"page(Preliminary Evaluation Form),sign the 34 page (Design Sketch)and sign the last page(Management Plan)in the places underlined in red The city building official that conducted the soil vaificaiion will also need to sign the 3°c page(Design Sketch)to confirm be/she has conduce the soil verification.Then someone will need to bring the signed documents to City of Orono City Hall (952-249-4625)t apply and pay for the installation permit You can also send the fee and the signed documents to them.The departments address is: City of Orono Atte Roger Peitso PO Box 66 Crystal Bay MN 55323 1 have emailed Orono Building Official Roger Peitso a copy of the design packet fm his review to speed up the protea.You can can him at 952-429-4625.He will inform you of the best process to apply and pay for the permit when he has finished reviewing the design- After the city official bn reviewed the design and approved it and alta 91 the required signatures from the clicnUpropaty owner and the county offtW are obtained the permit will be issued."=the septic system design is considered void without all the above noted If you have any questions you can call anytime. Respectfully, C4-1— CITY OF ORONO Clayton Lunser SEPTICPE IT PL VIEW C.W.Lw=Co.,Inc. INSPECTQR Complete Wastewater Soludons DATE I! PERMIT NO.2m!7— 9 Enclosure:Septic Design Packet APPROVED AS SUBMITTED 19 APPROVED WITH CORRECTIONS AS N10TRD NOT APPROVED-CORRECT A RESUBMIT These comments are for your information. All work shall be doth in full compliance with all applicable septic and zoning code. Requiren:c.�i�inc;udinp in • iol tipecific<illy noted in this review. KLI.P THIS I'L,\'Sts i ON Sl i l:AT ALL IIML.S UNSER (COMPANY IN if, Septic Designs—Compliance Inspections—Operation&Maintenance—Trouble Shooting Soil Borings--Percolation Testing—Site Evaluations Minnesota Pollution Control Agency Licensed and Bonded St Cloud Area Alexandria Area 1600 23e St 2753 Le Homme Dieu Heights NE St Cloud IVIN 56301 Alexandria PIN 56308 Business: (320) 248-2262 Business &Fax: (320)763-5577 www.cwlunserco.com Email: clunser@hotmail.com Preliminary Evaluation Form 1. Contact Information Property Owner/Client: Matthew Katterhagen Date: 10/5/2017 site Address: 3425 Watertown Rd Orono MN 55356 File#: SDI000317 Email: Phone: Mailing Addr. 1405 Olive Lane North Plymouth MN 55447 Apt.#222 Legal Description: Parcel ID:1 3430010 2. Flow and General System Information A. Client-Provided Information Construction ❑Replacement 1. Project status: ❑ r]Repair or Expansion 2.Type(s)of use: ❑Residential ❑ Other Establ: ❑Other. 3. Residential use a. No. of bedrooms: E= b. No. of residents: 2 Adults 2 Children Teenage c. In home business(YIN): I If yes, describe: 4. Water-using devices: ❑Garbage Disposal Q Dishwasher ❑Hot Tub* (check all that apply) ❑Sewage pump in basement 0 Water Softener* Sump Pump- P]Large Bathtub>40 gal ❑iron Filter* Self-Cleani Humidfier in Fu e* 0 Washing Machine 0 High Eff.Furnace* ❑Other: Clear water source-should not go into system 5. Additional current or future uses: F none per client 6. Anticipated non-domestic waste: none per client I acknowledge alt homeowner/client info is eongAete 8 accurate: Client Signctttlre Ft Rate B. Designer-determined flow lnforrnation Estimated Design Flow 600 gpd Anticipated waste strength type: Domestic BOD: 125 /L TSS: 60 mg/L OiLftGrease: 20 m /L 3. Preliminary Site Information(see attached soil survey info for soil map units, landforms,slope ranges,etc.) A. Well information 1. Water supply well(s� ithin 100 ft of abso tion area(Y/N) Yes #of wells Well(s)were located LJ D>�Observation ��nty Well Index Maps ❑Personal Cemmuniption Unique well# �111�014Depth of wetl(s) 163 ft Well casing depth(s): 159 ft Source l log Impervious layer Yes,define&source: No I Required setback:59 tank(s)50•drainfield Additional info regarding multiple wells: 2. Site within 200'of noncommunity transient well(Y/N) Yes,source: n/a 3. Site within a drinking water supply management area (Y/N) Yes, source: n/a 4. Site in a inner wellhead management zone(Y/N) Yes, source: n/a 5. Buried water supply pipes 50 ft of proposed system (Y!N) Yes, source: owner/client B. Site located in a shoreland district/area NNn/asource: Source:Roger Peitso City of Orono Building Official C. Site located in a floodplain Source:Roger Peitso City of Orono Building official 1. Elevation of ordinary high water level source:Roger Peitso City of Orono Building Official 2. Floodplain designation/elevation(10YR) Roger Peitso City of Orono Building Official 3. Floodplain designation/elevation(100YR) Source:Roger Peitso City of Orono Building Official D. Determine property lines and ID on site evaluation map, source: ❑Plat Map ❑Survey ❑owner ❑County GLS E. ID distance of relevant setbacks on map: ❑Water Supply Pipes ❑Easements ❑Well(s) ❑Building(s) ❑Property Lines ❑OHS- ❑Other 4. Local Government Unit Information r Peitso 952-249-4625 Name of LGU:J City of Orono LGU Contact: Roge TGU-specific design requirements/setbacks: LGU-specific installation requirements: Field Evaluation Form 1.Coma bla motion Fib*.SMOOO67 Property oaner/Chent Matffim Kattertmem (tORy aid Strucbae lnfar ion litift Locations ide YAW 0 C'00W state One Call s 172640970 ❑Any MWO WMIM T(set ) 1 Locate and Yerffy(see site Eral mdm man) O easw+y 0 Upmeneft 0&M°"IS O 3. Sibs bFornuatiort . type(s) Wm O ) Percent slope 5 Slope direction i �f y Slope shape Limm,taxer landscape Position Bads/Side Slope Discuss the flooding or run-an potential of site tone pW rtciat Discuss need for Type m or Type N system n/a Woofy benchinaria and elevations(YIN)identified on map) Yes Proposed sof treatnwawt area adequately protected(Y/N) Yes 1F yes,desk: staked out d - id . General softs WMatian Odolat sods(YM) Yes if no,descrae. Cut,fill,compacted or disturbed area(Y/N) No Number of salt abs. � 3 Sal ahservations were conducted in the proposed system location(Y/ Yes A sod d6serw►atiau in the most tirniting arm of the proposed system(YM) yes Soil boring lag fomts completed and attached(YM) Yes_ Percolation tests perfomxd,forms completed and attached(Y/N) No 5. Phan L Reporting bift IUMth n Depth Eamon Standim water n/a frrdues n/a ft Floodplain(10yr) n/a feet n/a ft Floodplain(10%0 n/a feet n/a ft Bedrock n/a ktdtes n/a ft perkKna ty satiated soil 12 96'6 Max Ift depth of system n/a irudres Bctbom of Rock Bad M 94.60 Percolation rate 4 min/Wh Sob Hydraulic Loading Rata gpd/ft2 0.60(emoting soft)1.2 gpd/ft2(mound sand) Contour lea rate F 12 gpd/ft Differences between sob survey and field evahation See endosed sal surrey info and suit baring logs Site evaluation isstues/ No faseeable land use cMnii arm a weded to affect the future of the septic performance.No out of the ard1my difficulties were encountered during the site emVdesW poom if no elte native site is shown it is due to the system being a replacenum*for and S►wane qed construction issues None at this tine. Proposed 1280 Gsl.Pump Tank(Manufacturer.Brown Wilbert) 65'of 2"tits.soli 40 pvc Percolation teat#4 9 mpi Note:A control panel must be insta"ed thgtM3 dischargepipeEI■95.80 Install flow measuring device&high level alarm g Depth■12" have the ebi',tyto messuref owe and time dose All maintenance hole covers to be insulated per state code Soil Observation#4 EI=96.30 the effluent to the absorption Was Once llie Existing Grade EI=06.20.96.70(varies due to elope) Depth:24" Sell Observation#6 EI.9530 system is metalled the designer WA need to be Ir.'et:nvart EI=90.`0 t3ottom of Tank EI=86 40 Restrictive Features:12- B 2" Depth:24" hired to conduct a draw down test to massive Restrictive Festures:12" 8.80-9.30'out to bottom of tank 3.70.4.00'back fill over top of tank the pumps performance in ge'lons per rnnu:e. Pump to deliver 45 GPM with 29'of TOH Percolation Test#3■6 mpl Once the draw down teat is conducted the Set Initial timer setting for 2.60 minutes on&340.30 minutes off EI.98.20 Soil Observation#8 El■98.30 timer can beset according'y Pump must be Depth■12" Depth:24" insta'led that vaiil be able todeLv'er46 g4irrin. Proposed 1000 001,Septic Tank(Manufacturer:Brown WIbert) Restrictive Features:l2" vft at West 26'of ttNai dynamic head. install effluent Filter&high level alarm Nearest property line Percolation Test#1=e mpi f3dt WW timer setting for 2 60 minutes on 8 All maintenance holo covers to be Insulated per state code per owner El-97.10 340.30 minutes off Existing Grade EI a 94.80-98.10(varies due to slope) Depth■12" nisi Ime t EI=90 80 BottC Tl c!;ark EI=E3.73 8.10.8.40'cut to bottom of tank 3.00.3.30'back fill over top of tank 10'x 50'x 0.83'pressurized rock bed In proposed mound ank(Manufacturer:Brown Wilbert) Three T die.laterals with Y"die.perforations Proposed 1280 Oel,Septic T All maintenance hole covers to be Insulated per state code Perforation Spacing:3D" Lateral Spacing:S8" Bottom of Existing Grade EI■94,10-94.80(varies due to slope) d, clean washed rock bed EI=89.60 in:at invert EI=91'0 Bottom cf Tank EI-87.00 24-30"of clean washed sand I:ft below 10"rock Ixg d&sicp'n out throughout the entre abs to area 7.10.7.80'cut to bottom of tank 2.00.2.70'back All over top of tank a �'� ;„ All materials&procedures usededI to Install the mound must meet elate `vb $ code requirements(see enclosed cut view for further dimension details) Existing septic tanks 84'of 4"dla sch 40 Pve pips F N� t{� yjeeus Percolation Test#2.3 mpi Two 1000 gal septic tanks pressure Test to Code .� v9 EI.97.30 per city records to be 2 j"drop per 10'of pipe ` �.ptPu° '�� /� Depth■12" abandoned per locaystele 1._3 i11 drop par 64'of p'pe �/ 8011 Observation#2 EI.97.tW codes(see ettach� I I I _–__ •--- ' / Depth:24" as-bullt records Existing Drilled Well(Unique#:111014) t Proposed l °1 Restrictive Features:12" >60'of continuous casing • for dimensions • Sell Observation#3 EI c 97.20 from exiting home I + >60,from the proposed septic& -Crushed for locating for pump tanks and absorption areas ° Depth:24" OO}--- f \ a n Restrictive Features:12" abandonment) fJ Old Well Pit ( I Install clean out at house I Documentation must be presented to the I Existing Home 4� a• Rock Septic Pipe invert EI=9190 �.,� • E local unit of government that issues the I ____-- ° • '! Installation permit the the well In the well Proposed Proposed to be demolished), vo°4� �� e' a •Crushed'Rook Drlvfng Surf— ° pit has been sealed per state laws Old Well Pit c'e �� • ' Drive Documentation must be presented to the °a ° a a ___ • Driving' local unit of government that Issues the House _ ��x • Existing :• BM=100.00(assumed) installation permit the the well In the well Way I Garage a Way ' . • Top of concrete garage slab pit has been sealed per state laws {--..---— _ -- Drive ,d, � e – – Rock • Garage ;°• ° ° Property line per owner Crushed a ° m ;, . �' A'' ' r. •' bale:i"a 4d Notes:Before the$0111c permit is issued,the property owner(Matthew Katterhagen)must riga the 1 at page(prohns.twaq of the design packet,sign this the 3rd page(the design sketch),and the last page(managentart plea)in the areas underlined in red acknowledging property line locations and all other client provided info. The s_puc dcsign is constdered%old until client signs to all throe places. . Also,before the septic permit is issued,City of Oroao Building Official Roger Poitso must sign below acknowledging the below statement The septic design%%ill be considered void without his si3naturo The proposed septic system has been designed according to the Minnesots Pollution Control Agency Chapter 7060.7083 and with kcal coda in dW at this time If the septic design is sherad in any way the septic design will be oonsiderod void,No warranty of red ntation is made that the septic system will function indefinitely.Driveway to be maintenance route. Signature:-f f..0 �"' Date:10.5.17 C1 on W.Lunser State License#:L966 1,Matthew Katterhages,state that all property lines are 20'+from the proposed septic system and no easements exist within the proposed septic system.The only water supply well in use on this property is the one shown on this sketch rothrred to as unique well#111014. I understand that I will need to provide documentation that the other two wells noted on the sketch to be sealed have in fact been sealed per state laws.No water supply lines existing within SO'or the proposed septic/pump tanks or within 50'of the proposed absorption area All cheat proridcd ut;o in th �eptie design p::cket is accurate. Signature Data *.'.attl:aS li ntlerll3[C71 No representation is made by the C.W.Lunser Co.,Inc.that the information provided by the client is accurate.if it is found to be in error then the client will be responsible for all wets of upgrading the septic system to be compliant.Thorofare,itis highly recommended that the property lines be surveyed,documentation on well depth be obtained if applicable,and all other info be verifled, 1,Roger Peitso,City of Orono Building Official,observed the sells at this site on 10-417.1 agree with the soil boring logs enclosed as what I observed at the site and 1 agree that the bottom of the proposed septic dispersal medium as shown and designed on this sketch is at least 3'above any restrictive layer.. Sibnat Ira Date: City of Orono Buflding Official Ro; r 1%:130 Stat:Certo Desi n Summary Worksheet pqy omeir/CpenG Matthm Katteltasen File it: SD1000317 Site Address: 3425 Wateroown Rd Crow MN 55356 Date-, 10/5/2017 Email Address: Phone Number. 320 761-7120 1. DESIGN FLOW,STRENGTH OF WASTE,AND TANKS A. Residential Design Flow: 600 Gattass Per Day(GPD) Number of Bedrooms(Residential): Type of Wastewater, Residential Treatment Level: C Sdect Treaanenc Lew!c/or nodenud septic tm*of went B. Septic Tank Siring 1.Residential dwellings Septic Tank Capacity(Code Minimum): Gallans,in Tanks Designers Required Septic Tank Capacity.F----2250 inTanks 2. Effluent Screen @ Ala (YIN): Yes Atanufacdrer/Model screen Alam C. Pump Tank 1 Capacity(Code Minimum): 1000 Gatloss Designers Required Pump Tank Capacit)rF 1250 Gallons Pomp 1 45.0 GPM Total Head 29.0 ft Supply Pipe Dia. 2.00 in Dose Volume: 100.0 gat Z. SYSTEM AND DISTRIBUTION TYPE Sat Treatment Area Type: Mound Distribution Type- Pressure Distribution-Levet Benchmark Reference Elevation: See Sketch ft Benchmark Location: See sketch for location MPCA System Type: Type i Type of Distribution Media: Rock 3. SITE EVALUATION SUMMARY: A. Depth to Limiting Layer: 12 in 1.0 ft G. Soil Texture:C Silt Loam B. Elevation of Uffftng Layer. %.6 H. Sail Hyd.Loading Rate: 0.60 GPD/fe C. Loc.of Restrictive Elevation: see sketch 1. Perc Rate: 9.0 MPI D. Minimum Required Separation: 36 in 3.0 ft J. Soil with>35%Rock Fragments Present(yes/no)? Eil If yes describe below- %rock and layer thickness,amount of soil credit and any E. Code Maximum Depth of System: F—Mound in additional information for the rock fragments ragments in this design. F. Measured Land Stope: 5.0 % 4. SOIL TREATMENT AREA DESIGN SUMMARY Mound Design Summary Absorption Bed Area 500.0 fe Bed Length 50.0 ft Bed width 10.0 ft Absorption Width 27.0 ft Clean Sand Lift 2.0 ft Berm Width (0-1%) ft Upslope Berm width 15.0 ft Downslope Berm Width 21.0 ft Endsiape Berm Width 15.0 ft Total System Length 80,0 ft Total System Width 46.0 ft Contour loading Rate 12.0 gal/ft Level&Equal Pressure Distribution Summary No.of Perforated Laterals Perforation Spacing 2 5 ft Perforation Diameter 1/4 in Latest Diameter 2.011 in Min.Delivered Volume 98 gal Maximum Delivered Volume 150 gal I herr certify that 1 have compieted this work in accordance with all applicable ordinances,tides and laws. c,.i_ ,�.�.�� uaycan W.Lkrsser GGA- 966 to/os/n (Desir—) (51*0ture) ( ff) (tee) Mound Design Worksheet 21% Slope 1. SYSTIM sear k. Fife S: SMOM17 A.Design Row: 600 GPD TABLE UGs B. Soil Loading Rate: .60 ttt� -ARM . -Ilam"� '"�' C. Depth to Limiting Condition: 1.0 T" _ D.Percent Land Slope: 5.0E. Design Design Media Loading Rate: 1.2 Ife F.Mound Absorption Ratio- 2.00 ,.z , 1 b60� 0.O = 1 1A MOW"O GON'rOilR LA31 t RATES. w» s.ss to i 7 e Aff,amouw-d Ta.Rb/110-did Ga.1�Yr 10 W OA 2 0.7ti Z V%wc RaxO OR /110Yf a O✓OfdfP%*"-rag 1.3.a.0- a..1.2.16 - s 12 ".rw - . ...o.- L6_ 5yst- a with dwse values are not Type I systems. Comair Rate 01mw kmdft rate is a reaommxW value. 2. DISPERSAL MEDIA SIZING A. Calculate Dispersal Bed Mea: Design Row=Design Media Loading Rate=fe ®GPD + PDJR= If a larger dispersal media area is tiogmo,enter st w. B. Enter Dispersal Bed Width: t Can not exceed 10 feet C. Calculate Contour•Load Rate- Bed Width X Design Media Loading Rate 16- rex 1.2 mme = 1 12.0 jgaUft Can not exceed Table f D. Caudate Minimum Dispersal BedBed Area +Bed Width =Bed Length f0.0 ft =r 50.0 Ift 3. ABSORPTION AREA SIZING A. Calartate Mgggen WWth: Bed Width X Mound Absorption Ratio =Absorption Width 10.0 Ift X1 2.0 1 = 27.0 ft(increased from 20) B. For slopes>1%,the Absorption W kkh is measured downhill from the upstope edge of the Bed. CalaAate Downslope Absorption Width:Absorption Width -Bed Width I Z7.0 ft - 10.0 ft = ft 4. DISTRIBUTION MEDIA:ROCK A. Rock MM& aDepthOdn Rhkibution Pipe in I M5 Ift 5. MOUND SIZMG A. Calculate MMimim Clean Sand Lift 3 feet minus Depth to Limiting Condition =Clean Sand lift 3.0 ft - ft =r__73=j ft Design Sand Lift(optional): ft B. t:Clean Saeid Lift + of Medi+ of Cover cover(1 ft) ft + 0.4 ft + 1��[ ft= 1 3.9 Ift Bean Mtd ori land Land Slo % O i - 2 3 4 •5 6 3.85 7 8 9 10 11 12 Llpzlopa Berm 3:1 3.00 2.91 2.83 2.75 2.68 2.61 2.54 2.48 2.42 2.36 1 231 2.26 2.21 natio 4:1 I 4.00 I 3.85 1 3.70 1 3.S7 I345I 3.33 1 3.23 1 3.12 1 3.03 1 2.94 1 2.86 1 2.78 2.70 D. CalaAate Upalope Berm Width:Multiplier X Upslope Mand Hei -tW=Berm Width 3.85 Ift X1 3.9 ft 5.0 Ift E. Cataate Drop in QWation Under® =Drop ft X 100=� ft F. Caudate Dovmslope Mound Hei t: U rs Height+Drop in IUevation =Dovvnslope Height 3.9 ft +1 0.50 ft = ft G.Select Downslope Berm NAtOW(based on land slope): Land Sb IK O 1 2 3 4 s 6 7 8 9 10 11 12 Uownslopa 3:1 3.00 3.09 3.19 3.30 3.41 3.53 3.66 3.80 3 93 4.1i 4_29 4.48 4.69 Barin Ratio 4:1 4.00 4.17 4.35 4.34 4_76 5.00 5.26 5.56 5.88 6.25 6.67 7.:LA 7.69. H. to Downslope Berm :11Arr ier X Dow H. t =Downsl Berm VVIdth X 1 ft = ft 1. Caurtate Animum Berm to Cover Area: Downslope Absorption Width+4 feet 17.0 Ift +1 4 Ift ft J. Design Downslope Berm-greater of 4H and 41: 21.0 Ift K. Select Endslope Berm Multiplier. (sawlty 3.0 or 4.0) L. Catculate&KMope Berm X Dow�n-.� Mound Height = Berm Width L 3 ft X�ft = 15. ft AL Caudate Mound Width: Berm Width+Bed Width+ Berm Width .pgM15.0 ft +��_ 1 ft + ft =1 _�ft N. Galculate Mound Length:P2NM Berm Width +Bed +EnddopeBerFnVAdtJh 15.0 ft +1 50-V Ift +1 15.0 1 ft = ft 6. MOND DiMENSIM ...�����.���.��������_ ��-.. ��w r����w s� - �...a.�� • e� Upd°pe15,4 fir t t y k E s Er�ris Dispersal Bed: .� tLEr 'CI a r` 11.0 t ------------------ TOW MOMWLermth 8Q.0 comer on tpp 11.0 U berm Dywralow i 15.0 it com on sides w t i) Clean sic#tiffF 1071 17.0 For 0 to 1%siopes.. pti+W W4*IS reT to a*Ard equalty in both dhwti+t & For slopes a 1%, Aftwpffw"%ft is measwed downhJIA ft m the u0ope edge of the Ard Mound Materials Worksheet File)1: SD1000317 A-Calculate Rods Volume:(Rock Below Pipe+Rock to cover cutdde&a+-2 torn))X Bed Length 2.D)X Bed Width (2.6)=Volume ft' ( 6 in + in 12 X 50.0 ft X 10.0 ft = 250.0 ft3 Divide ft'by 27 ft'/yd'to calculate cubic 250.0 ft3 27 = 9.3 yd; Add 20%for constructability: 9.3 yd3 X 1.2 = 11.1 yd3 For systems using other distribution media-see product registration for material required B. Calculate Clean Sand Volume_ Volume Under Rock bed;Average Sand Depth x Media Width x Media Length =cubic feet _ 2.1 ftX 10.0 ft X 50.0 ft = 1050.Oft3 For a Mound on a slope from 0-1% Volume from Length=((Upslope Mound Height-1)X Absorption Width Beyond Bed X Media Bed Length) ft -1) X --- X I ft Volume from Width=((Upslope Mound Height-1)X Absorption Width Beyond Bed X Media Bed Width) ft -1) X X ft = Total Clean Staid Volume:Volume from Length+Volume from Width+Volume Lkider Media ft' + ft' + ft' For a Mound on a slope greater than 1% Upstope Volume:((Upslope Mound Height-1)x 3 x Bed Length)>2=cubic feet (( 3.9 it -1) X 3-0 ft X 50.0 )+2= 213.8 ft3 Downslope Volume:((Downslope Height-1) x Downslope Absorption Width x Media Length)+2=cubic feet (( 4.4 ft 1) X 17A ft X 50.0 )+2= 1423.8 Endslope Volume:(Downslope Mound Ffeight-1)x 3 x Meda Width =cubic feet (1 4.4 ft-1 ) X 3.0 ft X 10.0 ft 100.5 ft3 Total Clean Sand Volume:Upslope Volume +Downslope Volume +&Mblope Volume+Volume Under Media 213.8 + 1423.8 11 ft' + 100.5 ft' + 1050.0 ft3= 2788.0 ft1 Divide ft'by 27 ft3/yd'to calculate cubic yards: 2788.0 ft3 = 27 = 103.3 yd3 Add 20%for constructabitity: 1 103-3 yd3 X 1.2 = 123° yd' C. Calculate Sandy Berm Volume: Total Berm Volume(approx):((Avg_Mound Height-0.5 ft topsoil)x Mound Width x Mound Length)+2=cubic feet ( 4.1 0.5 )ft X 46.0 ft X 80.0 ) 2= 6624.0 ft3 Total Mound Volume-Clean Sand volume-Rock Volume=cubic feet _ 6624.0 ft' 2788.0 ft' - I fe = 3586.0 f[' Divide ft'by 27 ft'/yd'to calculate cubic yards: 3586.0 ft3 a 27 = 132.8 yd3 Add 20%for corstructabitity: 132.8 1 yd3 x 1.2 = 159.4 yd3 D.Calculate Topsoil Material Volume:Total Mound Width X Total Mound Length X_5 ft 46.0 ft X I ft X 0.5 ft = 1840.0 ft3 Divide ft'by 27 fe/yd3 to calculate cuibic yards: 7`840 1 ft3 a 27 - 68.1 yd3 Add 20%for constructabitity: 68.1 yd3 x 1.2 = 81.8 yd3 Pressure Distribution Design Worksheet File it. SDI ODO17 1. Media sed Width: 10 2. Minimum Number of laterals in system/zone-Rounded UP nunber of[(Media Bed Width-4)+3]+1. [( 10 -4)+31+1 = 3 Ilaterats Does not apply to at-grades 3. Designer Selected Number of Laterals- 3 laterals - - Cannot be less than tine 2(accept in at-wades) . Select Perforation Soadrm 'r 5. Select Perforation DimWer Size: 1/4 lin 6. LeneQ of Laterals =Media Bed 50 - 2ft = 48 ft Perforation can not be closer then 1 foot from edge. 7. Determine the Number of Perforation Spaces. Divide the LOOM of Laterals by the Perforation Sparing and round down to the nearest whole number. Number of Pertmation Spaces 4 ft + 2.5 ft = 19 Spaces Number of PW faratiora per Lateral is equal to 1.0 plus the Number of Perforation Spaces. Check table 8. below to verify the number of perforations per lateral guarantees less than a 10%discharge variation. The value is double with a center manifold. Perforations Per Lateral = 19 Spaces + 1 = 20 �. Per Lateral PYaaouw M.nb..en P�efarado.as P`r tabol tr Guara.b.i tolb sisd�ye variden DOOM 'rill hxh PwWadom Mw Oran~Ondwsl Pw%radon Spedod Pipe Dow~*OdW n Pwfo-van spans W-wcl 1 1% rn 1 z 1 3 (Feeti i 1 tib 1 1tt 2 3 2 to 13 td 30 611 2 11 16 1 21 34 bs 2*: d 12 16 23 54 2n 10 14 1 20 32 64 3 d 12 16 23 62 3 9 14 A 30 60 3!16 inch pefferatioro 1.15 Wh perlorataom pipe F)iarncter 4h Prxioradur►SP8dn9 ripe vWr,"r ORA") Pwf°%"- W06a1 116 tr: 2 3 Weed 1 116 11: 2 3 2 12 1d 26 46 97 2 21 33 44 74 1 14! 21t 12 17 24 40 so 232 20 30 41 69 135 3 12 1 14 22 37 75 3 20 29 38 1 44 12d 9. Total Number of Perforations equals the Number of Perforations per Lateral multiplied by the Number of Pe orated Laterals. 20 Perf. Per Lat. X ��Number of Pelf. Lat. = 60 Total Number of Pert. 10. Select Type of Manifold Connection (End or Center): end 11. Select LaLeng pkmw&ff ISee 7 2.00 lin 12. Calculate the Square Feet per Perforation. Recommended value is 4-11 ft per perforation. Does not apply to At-Grades a. lsea Area - WO wlmn int)x WO LengIn(n) 10 ft X ® ft = ®ftz b. 5=U F402tper Pif fora = divided by the T i r Perforations. 500 fe + 60 erforawns - 8.3 ft2/perforations 13. Select AOnimum Average Head: 1.0 ft 0. 4 GPM per PerforatioPerforation14. Select Perforation Disdnarge (GPM)based on Table: PtTrfL the Perforation 15. required F1 tlltiplying���0.170 45 GPM �. L Perfs X 0.74 GPM per 16. Volume of LiWW Per Foot of Distribution PipinGallons/ft -if 17. YO(UM OJ UUMDUrlan Ylpnig s vblw. oT LA-q@04 quta to _[Number of Perforated Laterals X Length of Laterals X(Volume of Liquid Per wp..MDW"ted o`er r Foot of Distribution Piping] 3 X r 48 ft X 0.170 gal/ft = 24.5 Gallons 0-�s a.2s o_o�s 18. = Piping X 4 �. 0. 0 24.5 gals X 4 = r -�Gallmm 2 o 3 Q3s0 4 PWW, i - wwNMd rM- P"horn qwY wes .0poi- .Yrwtls �•. - .rMr�..w w.v abw.wayr LsrwsMw w. •pe>tl 4�4 saa� p'�Z 1 am(z sun jo t my wdo p'51r xsa�4>R oo —u d v 4toun;i arms •s * 4�� a-s u o-at (9 a*v sm + ►s ayz Ptm`b aura sun pm"lumopR U`(9 aun)s1 PwH uap a a`(r"M mOOMM w-AP&W a913°usts aep 14 wmm**w low pool •H 31 E'S wt + it O'SOt X :UWt jad UE ZD"S =sM uop4 AIdnS -W&Ni-PIMP PLE(d aurl) W&M adik,ampAp*3 app At(3 wrl)).*w jad m7 unp*y&4kAvm A4=7 uw2w A?dft 19 LIM S6 a'SflL SZ't X 8 *.,9t Ss 0'E L SL +Aoua7 aaw popqrAq-Srt X(zv) OL Woo7 adld AiddaS -N4od 0'0 L S9 aamPslP oampwaftp ps of P dung a04 9E7 adid Pa1aY03 a AUSOM •� 9'8 09 a*p MU jad m3 =M1 aolx4u £'L SS L'9 OS t aWl wAa1*MI.jad adtd 3PNM ul Iml ucM Z 0'S 5 OZ Sir L'*� S•9t Oh 3t� 21t 1 adld S Z Z'E 6Zt SE b'Z '0 L'6 S'EZ OE OZ :ia0au�l0 adM AtiddiK"t L'L 6'9 "t SZ VL 911F t•tL OZ ljoL 6"0 WE L'6 9L 239 � L'0 WE E•L Wtz 9L us L To 4•Z L-S O'Lt IrL so* Poe"WSW,UK pa,z utow4u� i••0 93 E'b WZL ZL _3*otl9iaoM uopngl3l0 aasswd uo an]WA E•0 E•L LIE L-6 OL pwom 8Wjikft'V uirnup qW uo poste u3Rp-iqLt4sM ai. a Z S"L SZ'L L (Wd9) mil)_X41-+3440 AWAU-10 Isatt 4)ja7au#M ackd aiea MQ3 $so 1 pMOH uo4*M4*JIis4a �WOt iad old ut=01 uc$PPs 4 4"q*Ll ----------------- ------- ------ t�sa'so. 6a wP�caaaPl AO'0 37 PMH TMM43kwv •3 --- 8� "SWI PVGH acPMWQM 19 sago&," � q3qp p 7uiod pue dund uaaM3aq sw� SL amaiw_0 UOPLWG rsaav S1N34M3111f1a8iidV3H Z &nwa awUjuapmVmb3 mop*owp dund raw3 'E wd9 0'SV :u>Mb mpn*gW Panxm d a a0 A Z (aKff go,-00 MSE= Burd alp to aW"w jad uorygb alpAVO ids 04&*kWW A •t au mam axm*W p anua W jo AVA&j!)at luldmd LL4 WS A.lD"V3 dwnd 'L zeaywoM use uotpaleS du ind :)tse9 Pump Tank Design Worksheet (Time Dose) DETANK CAPAWYAWONSTfS1 M FRat 501000317 1. A. Oesi�t boar GPD M er veav re w 1 .00—� G Wm re*deed pump taabapadq: 1000 Gat D. no.driyew1 P-P t o*-P cw r� i�iil Z. A. TU*M VWFSCW 0 Wlibvt Li E TW&#Adel: 125O"am P-PU G CsP yfrana�ata��atm: Nooe:Desfgtea*atatTwCsaobMdard&*OGW Ow�L Schub dbg a dlff neve MA axedd M71 D. Galiosperfodr �28.S�Gapoesperidt rhve9,dwp wjloota-tfeaeraett'!1 Comma E U*M depth of took has aoaefaWxsr: 1�KDbd" DETEM EDOSN6VOLUM 3 Yb M ftCererAwP(TheidotdpoWP,- l lbe41n*umthel I dtbeW&a2itbep mvis VWW dhW hdgbt-Z d.*XG Pbrk.h(m) ( 1tl fn. 2 idwQ X 1 19 Aas For Mlb - �GaNas 4 M4d=mV@Vvwed4bhNW-4XMdeinedObVRGdMP"W -Lbw 17QjthepmwweDb& tW=orLine11OINM(eye don) 5 Catadaoe A odouee Aoepatt Ybhaae 0%Of 0 18 PA" 750 hallos 0 dose) De¢gn Floe: �� GPD X 0.25 . 6 sdod opespoe/okw dW i l s u both A1Gbaeat and AWm 0 Vokune of Liquid in 7 CakdoeDuaAerAW-DedgmFtowx705a0elhaedV*bm pipe x 705 t g CaloAeft orafnbadc Pke Uguid A. DlaneaerafstOpyrPflre- 2 Diameter Per Foot B. Length of Stlwy PW- 84faat finches) (CAUM) G tbboee of u9w PwLb"root of Pipe- a178 ft-Ift 1 0-045 0. DrokOck-►ovjMofsappVrVeXtbIraf+ga►t,rLkwdFmtcf Qe 1.25 0.078 L84 ft x a17D saint - 143 Gdloas 1.5 0.110 9. Toed Owft vahme-Aged ltokme pus aatneadr 2 0.170 1w::] pt* 143 St. 174 --- 10 AVOMMAIWMVbb =D�of�(2or;iadwQXv1WAMpe*aOftw* 3 0380 rae 1 _—.l"'X „ - I 56.9 Gdlaxs 4 0.661 TWERFLOATSEIRMIGS 11.PAq* d Flow Rrio: A.From Desip aAw 12 of Pn mum.Line 10 d Non4Avd or Lim 6 of PumPrk 1 GPM 'fMQe: ibistebaeaast L Or cdaAabot GPM-rl ge in Depth(b)x Galleac Per bide/Time Netvol fm MMAM be nooftd offer yk x ( 2L5 snub t �a- GPMI iPOUonbood an 12.Flow Rape 1rom�Liew IZA or 1LD abae. L�—t GPM 13.CdodabeTMM3LdiseltinE 7btd QminS obia®e YfiM —110KIM ON 114 pl x 14.fata_+�+e TMMSt OFf settia� WmbwPerDaV(7410)/DOMAWDgr-l bUMOR _ 144Dmb t � IdamIday- - L_J -aeoesOFf 15.Pump Off float-owswiog ham boUb an of Urk Dispmaz bf set PwW Gff F d-CditM W CaverAaW l CoOm Aerbdr Alarm Depth 59.2 in 114 Gat ot } eetnn. m o r,eies 16. AllenR=t�-MOWAVgfmmba=mdtm&(Mmm PwW Off 78.0 in DlaaorsatosetAlw fkot-TartDgPthXxofTW*049tlM.lL 4L5 ramowetdaeq 56f sat in X a9 31.75 Septic/Pump Tank Buoyancy WD"wMert1250VOWseptic tank and 1250 gallon pump task instructions: Q=read input Q =sef- �mo wyr,ujusn 1) Enter the empty weight of the tank. 1oi�oo lbs 2) Enter the omernat dimensions of the tank - Length 121 I indm l Hetet 61 Inches 3) Enter the number of risers on the tank,and the riser diameter. p of risers 2 riser diameter 24 Inches (typically 24") 4) Enter the soit density- (lase 100 lbs/ft3 for a conservative calculation.) 70 lbs/fe dry clay(rarely fatmM soil&4U* 100 tbslft3 100 ft/ffft sand 115 tbs/fC;wet day 120 ft/ft?wet sand Based.on the infomation given,the folk Mq minhMM Soil coyer amounts are required to avid tank floatation. Soft sat"ted up to the lid of the to* SaIL sat orated to gads 1.4 ft.of cover is req'd 3.8 ft-of coyer is read Calculations are deemed reliable for estlmatfon purposes Septic Tank Buoyancy �:t3s,uu�wrh w4loehrt 1000 bion septic tank instructions: [_]_recd input setf-ca�d mo wT Aw.Nm 1) Enter the empty weight of the tans. lbs 2) Enter the external dimensions of the tank. Length 9s inches Width los Inches Height 61.25 inches 3) Enter the number of risers on the tants,and the riser diameter. #of risers 2 riser diameter 24 inches (typically 247 4) Enter the salt density. (Use 100 ftlfe for a conservath a calcutatiOn.) 70 t nne dry clay(rarely found) Solt density 100 tb5/ft; 100 lbs/fe dry sand 115 lbslft3 wet day 120 lbs/ft;wet sand Based on the irdbrawbon given,the following minimum soil cover mounts are required to avid tank fbatatim. Soil saturated up to the lid of the tank Soil saturated to evade 1.5 ft.of cover is read ft.of cover is recd CalcukOons are deemed reliable for estimation purposes only. Percolation Data Sheet 1.contaq i 4amatim File* S01000317 Pte,ownerMknt: Matthew Katterfiagen 2. General Percolation Infarmation p g pate prepared and/or soaked: 1014117 Method of scratching sideway nits Is pre-soak requiredff yes if No, law bong for 12 to soak away min Soak'end Soak'start tkne: 12:15 PM tkne-. 9:15 AM (next day) 21 hats of soak Method to maintain 12 in of water&xing soak Tank floats 'Not required in fast perc soils 3. Summary of Percolation Test Data Design Percolation hate(maximum of all tests attached) 1 9.00 IMO Percolation Test Data PrOjOd ID: SD1000317 Test hole: #1 Location: see sketch Depth": 12 inches Soil twain dam: Elevation: 97.1 feet Depth(in) Soft Texture 00-12 loam Reading startTime End Tune Start Reading End Reading Ferc rate %Difference Pass (iii) (in) (mpf) Last 3 Rates 1 9:33 AM 9:39 AM 6.0 5.0 _T----6.0 — -- NA _ NA _ 2 9:43 AM 9:49 AM 6.1 _ 5.0 5.7 NA NA 3 9:53 AM 10:00 AM 6.15.0 5.2 8.6 Yes t _ t 4 Chosen Percolation Rate for Test We#1 r 6.0___j jmpi Test hole: #2 Location' see sketch Deptfi": 12 inches Soil texture description: Et "Um: 97.3�feet Depth(in) Solt Texture 00-12 loam [leading start Tune End Time Start Reading End Perk rate %Difference Pass (in) (in) (mpi) Last 3 Rates 1 9:38 AM 9:41 AM 6.0 5.0 3.0 NA NA -_. -- -- _----- - 2 9:42 AM 9:44 AM 6.0 5.0 -0 -- NA— - NA -- -- - 3 9:45 AM 9:47 AM 6.0 5.0 LO 33.3 No 4 9:50 AM 9:52 AM 6.0 5.0 LO 1 Yes -- - ---- Li L Chosen Percolation Rate for Test Hole#21 LO mp Percolation Data Sheet 1,Contac*Information Filer. SD1000317 Property OwnerKlien>~ Matthew Katt�fna�en 2. General Percolation Infornatbn Diameterl g in Date prepared and/or soaked: 10/4/17 Method of scratching sidewatl: nails Is -soak required'? if Nu,law long for 12 to soak away [min Soak,*end Sow start time: 12:15 PM tune: 9:15 AM (next day) 21 hours of soak Method to maintain 12 in of water during soak Tank floats *Not required in fast perc soils 3. Surnnary of Percolation Test Data Design Percolation Rate(maximum of all tests attached)= 9.00 IMO Percolation Test Data Project ID: SD1000317 Test hole: #3 Location: see sketch Depth': 12 indws Solt textlre dwaiption_ !legation: 96.2 feet Depth(in) Sod Texture 00-12 loran Reading Start Torre End Time Start End Per+c rate %Difference Pass (in) (in) (mpi) East 3 hates NA 1 10:14 AM 10:20 AM 6.0 5.0 6.0 NA - - -- -- - -- - - -- -- - ---- 6.0 NA } NA 2� 10:24 AM 10:30 AM 6.0 5.0 _ 3 10:36 AM 10:42 AM 6.0 5.0 ' 6.0 0.0 Yes 4 ► - ------ Chosen Percolation Rate for lest tide#3 --- -- -- 6.0 mpi Test hole: #4 Location:1 see sketch Depth": 12 indnes Suit texture description: Elevation: 95.6 feet Depth(in) Soil Texhre 00-12 loam Start R End Riding Perc rate %Difference Pass Reading Start Tune End Time (in) (in) (mpi) Last 3 Rates 1 10:12 AM 1 10:21 AM 6.0 - 5.0 9.0 NA MA 2 10:22 AM 10•.33 AM 6.2 5.0 9.0 NA NA �Y 10:34 AM i 10:43 AM 6.0 5.0 9.0 0.2 Yes 4 ------ Chosen Rercdatiun Rate for Test Hole#4V 9.0 mpi 1 r tl Y' • f r•Olt C V ML CL 09 °' cam' � vg•} L � � � ,v g� L i �' � �' LV42 go mFL � c CD � N s'So M qws a. '%::* tl L O L O •= 1 O o �QS i �L a XG V V Y ! i 9� I ira �• a. any+ N O N - �' yp a.r ani p ."S 1 ri �p '"• ,� N 40- Jr- on t g• Y tl O �i3Qi I N eV f fy N f �' s N f {[1 l�1 'r �O v[ V4,-V N N X ea'' A � r• rr• N N N N b2 j�p r Y (Y� .•K• qm YyQ iR 4 jig!g tl in in 4 " yQ °° vGi g� � S m Ila � � � O O ` O a'3 ^ c c _ o ; 90543 37/118/23 WESTERN CONSTRUCTION CO. C.01b S ADVANCE SURVEYING&ENGINEERING CO, `� 'a W, RT 3300 S.Hwy.No.101 Mlnnotonks,MN 35345 Phone 612 474 7964 Fax 61 47411267 R"b4tl7 pp �e to .9 e• 3 y c � Fu(612)474M7 Leto � AD L,�,°°+�" ,n 0 4 pound k Iron Plpa a49 ft. Ratge, North and 0.20 ft.woetof SURVEYFOR: BoUth llryeit ag47p , NoMhmatPrrotperty Cerner Road WESTERN CONSTRUCTION COMPANY SURVEYED: October 11,1990 „�! �' Olt D �� n nAt ` p$gI�i�; October 19,1990 1510.00 D � W LEGAL DESOTPTION: . 15 nut ptrl of the West 130 feat of the But 1318 Net of the Southeast Quarter of Section 32,Township 115, tj i Ronge 23,Hennepin County,Mlanesota,lying South of WaWwwa Road. di - r _ j,IMITATIONS% We have surveyed the above described property which the client claims to own or appears to own from cd variant government records. We make no representation that the client does in fact own the property nor }r f that a search of the records bas been made to determine the extent and nature of bis holdings. If there Is any doubt concerning the accuracy of the legal description,competent legal counsel should be retained to ` bl perform a tide search and taue a title opinion for our use In preparing the survey. We show only those womenu whi h the chant Informs us of or which we happen to become aware of through other sourc%. The survey shows only those improvements which aro visible and which we dcom Important � �Ij STANDARD SYMEiOLs it CONVENTION& m c'o Liy V Denntes M"iD pipe with plastic plug bearing State License Number 10535,set if"o'is filled in,then +- 0 4 `� denotes found Iron monument. to 9 0 CERTIFICATION: t � 1 I hereby cert*that this survey was prepared by me or under my direct supervision and that I am a duly ret Registered /tereLand Surveyor yunder rtthe Lawes of the State of Minnesota, Olt Sam,, U.Parker,R. S.,No.1D535 i =:s ilii �AQ� f p SCALE ONE INCEI EQUALS 40 FEE Y ( C k r 'l LsA _x .. ...v.._ ...._ qnd•�YlironPlpa 0.82 Northand 0.02East of 5uthel Propar4y Corner N.6'Sft4qt0"W. TheSotiffflIneofthe%.E.t/4ofsee, jab M1 0ah:5 _.__ eae"rr�aesfrn�rY•�^M�ns'nc -a*�' r:.:'.: �.. ,__'..-v^,'�1.,-,.._.._...:......_ ` UNIVERSITY septic 4wom Mawrotent Plan UNIVERSITY for Above trade Systeme OF MINNESOTA � OF MINNESOTA your ee fere a stem P Y septic System management Plan �"'`�. for Above Grade Systema The Sod of a aapdo worn Is to levild Mmes►haltb ad the ssviroomat� westewast b*m It to to wvkomnat. Year woo yams Is de to — orsalmr sad tnnm polio ate beheo du wear 11 mWeld beak into oar like+, shame and 71 t ,, Tbis so d plan will idasety du%wa fa►sad awntamoe advida aeoetwy to asom Iona• �- ims porkinswo of your w*sym- Some of these advider me be peritw d by Yee,des S #, Itettaortaer. oth«Wks mus M pwfarued by is Uaesad ssptio nudntdaer Or service provider. -. 11owsm,RIs YOUR aWwdWHV to melt suis ell tufa Set s000mplit M M aft*olsow. The udwrdty of Mkmesas's Sega, 4WO oVnvY aulde coWss tetdWW dps ad F wu,«c,.•� o + •us�..w (aOdeMadelaa deelpod to axlaed As ettOtive Ill Ofyoaf ystem ad aw you tasty over lima. !�/�0VOM d/f�f�tnatllie"qwoNenand mehWitaNteMfM/NIA�kIgIdCtMllWelp'I Ftopwy Owner Matthew K ftrh open Ptopstty Address 3426 WalatIm m Rd Orono MN 66368 Property tD 8211823430010 eft"tie S oef6a W*mDarrC.W.Lu werCa,Ina. Lim" siN SyetasType:0tOil 0Ill 0No Ovo o sylvanisseaattoopatdoo3parmlto o symem sea W dWaAotlos tmh+, System IattsNer Liana p (Barrel on AN Ruhr GbWw nft2200•-14W) Type dsdvsssd treslmsot tudt — oAdYtttose/M I Plan rquored Savla PmvidestMsIoUbw tis DwetBn WoU C0116i vttdimt Orono Phone 862.248.4628 Numlarofbsdrooms:4 WsildWh(ft ler Pem►ittipp Ateltatty Y System ap ft/dadpt Raw(.Fell: 04(PUN o Cad weU Caft dqd:1W Fendt N Do i0spectd Andelp W wonep d*flow(Spar 7e - o Odor(spar: "81106166"k" Comp Distma stem w*(It):'W is how budsaat_WMa b w't le dw well on dw design datwW@Y O N Keep thb b eapgtmst Fisc wft your ap*System O+rnrra aid*.The Syttk*lme"s G80140 eo Wada s tldw dalpstd to held swifts ae tee«de irmluft PumPMA MspaNos and Tads row, to abo: Ask your eapdo peottsioasl �esbellU of yew system,Udtey aro svaUelde. Ota tmk Tank votrua: Sal/oar 0 Fat•Trek(p'ony tele ptioae • AtlakpermRis�aasdos.dedWadesvrk�W D=tmkkmtw000mpmtwwW0Y0N P EDAM"W- '"Ida "go o Keep wpiu fau pugft meads sd other m&Wm mn and repdrinvaias wit this do=*W. e Review ter dooumat wietyour mrh%ooae protssiatd meek visit:diaua say obs"Iss M Po" • Two tmla Tank voha►a: 71a pallont T1>EI�Peet ofhad aw,anvil"or Woo""spplissoa. n Twk is coasnuo ed of aaWO PUMP GWN*'a OFM F«s copy oftbSepnc Owm►tQaldr,ooN 1Jt10 878 8838«So to hug,lhlrop extataion,uaa.adu/ Bit ant Sotew opt: a Alvan j� vleul I eedibU hq://septic.umn.edu Sell Trattmat Awn MoundtAt.G.h eras(la•h x widdtr ti x' fl p Clemouu or loWaloo cons Reek bod else Qao xwMth):so R x to it v Suites Weer Dverdone .2. f' tela tela i i JkAiUNIVERSITY Septtc4stemlNomagawnt'Plan UNIVERSITY Septic 101emMamagettrealplan forA an GradeSysnaas for Above Grade Systems nib,30mak.. OF MINNESOTA OF MINNESOTA L Homeowner Management Task@ Professional Management Tasks ftm Ws"m and nwbaeom acavnta err your respoarlbiltrys 0100 Oka"on page 4 ro Crook 77wre aro the apsra ct;ad ealnlenanee activities rho a pampew--nater prdbnns to hdp eaame yuanadlaaa lorr wrl,�4r'y—00M. Premsicnals should ror to Ilan 0/m Manual for drrdled ehecMretr fts iamb,pwapr,akmoa aeuloaar mmpnmena. CaN 8Wj224 W2 for mase d#jW1e IdNW&tiro service h aevals room nsWed by your sydan dWvw and your local 8owr mat a Wsttlso road provided to ho omwear ager eaoh VWL Tiro Mak a"amat for your Wars will be the shortest Interval of lbw three IMMIX, Year PWPWtbbmbier Will deMradaa ifycer trek wads to be pnmpad. remm"s/seam of Waskiedw dads 01100113111a Review die Wates Ua Appliance Chert an Pyo 9 with homeowner. Discuss nay allies"in 1,wran Dalpmera My tank node to be Choobd war use and the impact those"in may haw on the 000 system. 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Unnvandeewage pray mmke hmnau andanbaols stoic eHivat mem mq wad devalos,or time may be poeft In We*didleli.) o AA�;Alarmsdpa when them M a problem,contact your nalntabw MY ROD to dsom a lnrproaoa ppes.Rome changed ate. a Bgpur Check to Ntelw are flay we in plea and alacb4 ami that inlWouset bellies we clear a Lhu JNMr.if you law a)les Slim,duck fbr Hot baUdap and ctaen who woasay. Consider otbdldup a obWUdM L eddfyeaed ierwaddesmecldne. a jiwne scram.Check to make aro it M in lW dean Per WNWINI rarer senor OL a Irw ri scram if you do not bow one,ooa*W hrft one added tie won thus the tank is Reoammad rstcofted ioadMtm Irma M Not Present J. a Akan.Verity dud the+Isom weeks. a Scam and slmts.Mammo scum and dudp IN aa*aampameat of each ecpto red pump tank. Amu* pimp Iran" a Water wage rare.A watng muter'nen be Need b maita your www dilly water use.CaNpro your wdw Naso tee to the do dp tom o(your ganm(Rated on the"aa pip). Coolant yaw PUMP septM prosaslood U yon aysoap dally Sow over fro comae of a month ow"70%of the a Pwlp and oomook.Check to make nun tie pump ad ocalyds are opustins oorratly. dedsn flow far yoara*-. a Pwlp vault Chale to nub on it Is in plaor,dean per mamtukrng saom meaddimL a Cgpe.Mtn are tial all ape ad lade as Meat end In pie. looped Por damaged olpa at lain a Almon.Vold thatibe dsom works. every tail.pis at replan damaged Nap Who winter to help Prevent 111aslas imm a Drolnbaalk Check to min Now it is opesetas thy. a Watrr,cojg&0Wms drone,sec Pop 3 Ax a list of devices.When posdble,prosrom to rwbsrp a Swim conwr or trot tame Check n ser If tinge Is an swat coulaw or ran time 4 hr the Pump. selling than Noor(d4►a). Rodkarsins too fb9uaty it thane is one,aloalate the water tease me ad compete to The autoipaw+very+daily now mor savativeiv Impost your septic,Womm, Rated an Pyo 1 a Rsvbw yaw water wags rare.Review rte Water Use Appliance chart ea Paso S.DHsoua ANY oul{Or ahansa with year pumper/mielalnsr o hrpsoflon plprs.Check to malty sew they aro properly Dapped.Replace caps this are detwood. Durl"endsvittbropmt"Mowbmitar a 9wfhdgrf4FWW.Clunk fbrarthoWefllumtorotherdinsofproblwm o Ask Ifyowpmnpsrkndnadang is Rogow in Mlmesaw a Lateral flwkr"g Check lateral distribution.ifdwmft ask Swh and elm a ceded C, Md"ane tat yow pmapng sr mvios the talk trough dw mm&ok.(N(YT thogh a 4" a Pomkno hack Its ponding ftoeal"poadius in atIn& ad monad We What" or d"dMNwMr inspection Port.) problems. o Askyour paohpng/aimdaar to somplish the tasks Used on tike ProfliedoWel Tads on Pop 4. 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CONTRACTOR DESCRIPTION ly ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAVIGRADINGIFILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑TREE REMOVAL Z ❑ RADON SLAB ❑ MECHANICAL RI SITE INSPECTION ❑ FRAMING ❑ MECHANICAL FINAL ❑ ATED WALLS ❑ INSULATION ❑WOOD BURNER/FIREPLAZ ❑ COMPLAINT ❑ FINAL ❑WATER HOOK-UP ❑ FOLLOW-UP W ❑AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIONIREMOVAL r ❑ DEMO SITE SEPTIC INSTALL Z OIMNERICONTRACTOR TO MEETYOU YES_NO COMMENTS: O ve r RL 1 IK 1 W W 3 W ❑WORKSATISFACTORY:PROCEED ❑PROJECT COMPLETE ct ❑CORRECT WORK a PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cam tow the next inspection 24 hours in advance. (952) 249-4600 on site: 11111111119 Co"opocW%FIN C@nM oopV#M lmnmr CITY OF ORONO CALLW NII TlIAE INVECTION NOTICE SCHEDULED PERMIT Nd. ' ooMPLEThu ADDRESS 3 OWNER—�3.�q,;t,��l. ��tt2�t�nt CONTR. O FOOTING p PLUMBING RI O SITE INSPECTION O FRAMING p MECHANICAL 0 EXCAVJGRADINGIFILL.NG } O INSULATION O WATER HOOKUP O LAKESHOREANETLANDS !� O WALL BD, O METER SETITURN ON _ O LING O FINAL O SEWER HOOKUP O COMPLAINT O PROGRESS WSEPTIC INSTALL. O FOLLOW-UP O DEMOL. O SEPTIC MAINT: C C FIRE PREY. O WEL Q COMMENTS: ti i h b � 0V IWI QfQ 1 cc w ac Q L X I UA x j t6ORX SATISFACTORY: PROCEED 0 PHOTO TAKEN JO coRRECT WORK m QED p CORRECT WORK.CALL FOR REINSPECTION BEFORE COVERING p CORRECT UNSAFE CONDMON WITHIN HOURS. INSPECTOR WILL RETURN. O SIDPORDER POSTED.CALL INSPECTOR. p I1IRSPECTIO01 REQUIRED.CALLTO ARRANGE ACCESS_ Pkm cell for the next u 24 hews M alvatim Ovmw/Contr.on site Inspnto- VWAft Co"lloWw oz's Fft GDld CWyl9 a Notice I i ml i QTY. DESCRIPTION PRICE AMOUNT � 3 ,mil Y DATE TIME ' CITY OF ORONO CALLED IN INSPECTION NO ICE SCHEDULED / 2-$� PERMIT NO. ��� COMPLETED/,,� ADDRESS 3 OWNER n /T,ELLEPrONE NO. CONTRACTOR ���" //76-- DESCRIPTION W ❑ FOOTING ❑ DELO-FINAL SEPTIC F AL ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING Q ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ 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 ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO ti COMMENTS: goa 0 a2! Q 0 W Q 2 W a; J d LuWORK SATISFACTORY PROCEED ❑PROJECT COMPLETE QC ❑ RECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V 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 on site: Inspector. White Copylinspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NO _©laG9,SCHEDULED /C ® — PERMIT NO. COMPL D ADDRESS 3� W1 m OWNER TELEPHONE NO. CONTRACTOR DESCRIPTION &1,hael �y 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 ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑COMPLAINT ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL Q ❑ DEMO-SITE ❑ SEPTIC INSTALL ZTR OWNERICONACTOR TO MEET YOU._YES_NO COMMENT'S:_w"L r s 12JJ W 'T"� m -V w� W RY WORK SATISFACTO ❑PROJECT COMPLETE � ❑ WORK 6 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY CO ❑OORRECT WORK,CALL FOR REINSPECTION TEMPORARY BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. Call>or the nwd tnl pwuon 24 hours in advance. (952) 249-4600 OmmiCanft,0 #on slts: vAdN CWO sp*cW%FIN Gn�ry Oo�ISR�Notley DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE / SCHEDULED _!q-,00 PERMIT N �` MPLETED ADDRESS � �`J OWNER TE�EPH NE N63�"� �� CONTRACTOR Ly�� / DESCRIPTION C- W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING vj ❑ FOUNDATION DRAIN TILE ❑ PLUMBING FINAL ❑ TREE REMOVAL Z ❑ LATHE ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNEWCONTRACTOR TO MEET YOU:_YES_NO tin CO MENTS: N ct: t/1i10 t/ taL ,od o Q & /'ail w i Tn I nemly __/_4 is W /W11� cc W RK SATISFACTORY PROCEED PROJECT COMPLETE ❑CORRECT WORK 3 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V 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 on site: Inspector White CopynnspectoPs File Canary CopyiNe Notice