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Home My WebLink About2016-00425 - new septic CITY OF ORONO * 2 0 1 6 - 0 0 4 2 5 * 2750 KELLEY PARKWAY DATE ISSUED: 06/07/2016 ORONO,MN 55356- (952)249-4600 FAX: (952)249-4616 ADDRESS 3465 WATERTOWN RD PIN 32-118-23-43-0008 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 1300 GALLON TANK MOUND 625 S.F. APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 TOTAL 400.00 HAYES&SONS EXC.INC. Payment(s) 263 82ND STREET S.E. CREDIT CARD 5293 400.00 MONTROSE,MN 55303- (763)479-1762 Minnesota State License#:sept-L640 OWNER AUL,JUSTIN&LYNSEY 5791 SUNNYBROOK LA MINNETRISTA,MN 55364- 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 1 revoked at any time for due cause. App 'cant Perm' ignature Date Issued By Signature Date T 7 City of Orono POD Crry USE ONLY I�.� P.O.Box 66 pq /P_ 2750 Kelley Parkway Date Received: Permit# Crystal Bay,MN 55323 (952)249-4600 Amount: $ � � TSOT ESH0140 4� CITY OF ORONO- SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) Site Address. Owner: aY J�r�j ('es) Mailing Address: City: Zip: Home Phone: y7 1 - 3&2 Alternate Phone: Contractor/App.: _4�1 -0-5 Contact Person: rz4,D Address: 3 State License#: L_ `(y City: / ' ' fi'v Zip: '3 Expiration Date: /�� z �of Phone: 2- �� ,� v Alternate Phone: 7 3 `Y7 f- /7'.z_ ,,�` ``�s x, .. •,n_..ate,„,.+e2u. ,u: . =,w �. ,�, �, r-st.:: . v�� <�'��r YResidential ❑ Commercial ❑ Other New eplacement System $400.00 Repair Existing System 100.00 (Tanks or Drainfield) Total --RECEIVED APR 2 5 2016 1 /2 CITY OF ORONO I will be installing the following: a ks Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) Number of Tanks: Size of Tanks: Treatment System Trenches s.f. Mound 6 Z5_ s.f. 1 o0 � Gravel less s.f. CA Chamber s.f. NOTE: The contractor is required to provide an As-Built of the system before the final inspection. 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 correct. Signature of Applicant Date: MPCA License No.: Staff Review: ttept Denied Reviewer: Date: Reason for Denial: Comments (to be printed on inspection card): 2 /2 CITY OF ORONO —SEPTIC SYSTEM PERMIT APPLICATION 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. A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. 3 /2 ORONO Copy 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 September 23,2015 Gordon James Construction 3465 Watertown Road 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 22"-26"(mottled soil). Due to the periodically saturated soils,a pressurized mound system will need to be installed to treat the septic effluent. The bottom of the treatment area must be located at least 3' above the saturated soils.This system is designed with 6 inches of rock The future system is a type III because of fill on the site.The fill must be removed. If the future site is ever used. 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. The soils at a depth of 12"have a percolation rate averaging 11 MPI Use 7/32 inch perforations on the laterals. 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. The manifold and supply line must have back drainage to the pumping chamber. Keen all heavy equipment off of the proposed treatment areas before durine and after construction The area around both sites must be fenced off by the contractor before anv construction begins With proper installation and maintenance,this system should have no problem in treating septic effluent effectively. Nothing other than gray water,(laundry, showers,etc.)Human water and toilet tissue should be disposed of into the septic tanks.Garbage disposals are not recommended.Additives must not be used they may cause harmful damage to your septic system. It is recommended that you pump the septic tanks every two years. S* a ely, CITY OF ORONO SEPTIC PE' IT PLA E IEW Joseph J.Olson INSPECT R ,.,,,, DATE P RMIT NO. oo z APR ED AS SUBMITTED RAPPROVED WITH CORRECTIONS AN NOTED NOT APPROVED-CORRECT&RESUBMIT These comments are for your information. All work shall be dont in full compliance with all applicable septic and zoning code. Requirements including items not specifically noted in this review, KEEP THIS PLAN SET ON SITE AT ALL TIMES v Surveyor's Certificate Peeer Pei4 t1.E.w 3465 SURVEY FOR :cordon domes RTDKN R�P��' DESCRIBED AS !%� IM-1 �t Sec 32, Township 178, Range 23 (�r ��_-- PA i• , TTot port o1 the W 159.7 test of the E 1837.4 feet of the SE 1/4 Lying S of the Road ►eM T 78 N83• 6 1 i t �•4 _ -t9 -_ H6 Note: Legal DBSC, From County •eY -- --------TeY?-� � ;' /1X �% Tox Description J .(�.._---------- i/ L _ --- -------------------- ------------ ---- i-- 3lpr--- ------- LOT LOT S0. FOOTAGE =60, 710 - PROPOSED BUILDINGS SO. FOOTAGE INCLUDES ALL OF HOUSE = 3,614 ------ PROPOSED BUILDING COVERAGE-=6.OX 1 i t� 41T-- /' 6p }J 1 SD SCALA - - '-------,-IVAI Q~ Sit• Oee 0})� Z _.rte 04' Sty, / (Zi �C 1/ Sat rMce SCALE: t inch-30 fort PRTWmgY MIN. SETBACK REQUIREMENTS Front-50 House Side -30 Rear -50 Garage Side -30 PROPOSES$LEVATI(91y9�,,+'+"r'1 IttttA 7 .i) N �Top Srio atioj: d�i1 i .... .Y ) ri ti S 1 Foeje F1169 ^� .�^ -•FIS- -...-y.idGI�J.O:' ''''" I' m •WM aS►F,ke Sptk 7 ..�. EI•v. F(io IP - Existing klev: A ± Lou r '- � t c-a AP £. ogAoQs Directions -- 159.70 S89'13'53'E bf $ Offset Stpke,P • • • r CERTIFY THAT THIS ISA CORRECT RRECT REPRESENTATION • 6 CF T}[`80{/NDAM OF INE ABOVE DESCRIBED PROPERTY AS SURVEYED L A N D f Q R M 8Y.ME bR UNDER IW DIRECT StWERVISION AND DOES NOT PURPORT TO ,708 N0: F—Tb1•R✓i41 • • • • $MOW IipROVEMENTS OR ENCROACHMENT&EXCEPT AS SHOW. SCSI 5043-'4R-174 t03 iwd 111`1 Yuia ,' ATC 1/14/_ILCAD FIA:6DY ,,,UWbGREN. D SURVEYOR LICENSE 14376 M.SC 14 a t�»rsx mo sti.s %n Stoll • � lb XG�.S v �. � tuo R . f Ca't•k - nat,,q� 1001 100TO Zoo 00W WIQ sow nes n.ar u1b so 13� 13 w 7M+ar eeR awn,ac ,w na.� 441% �}o $.o* SQL. WMG B"AWN: MOUND SYSTEM DESIGN IL ` TYPe1 f Bedroom,Average percolation rate I , EL. -1a y G gaVday 4 $ TN.1>E4 9L-�°_`,�.V _�sq.ft.of treatment area VIO h.width=G3 A.length of bed area la r X11 E �EL-ey L�. r INS Side slope runo i xhe�ht=3 h.x&Ysft.l awn area. figMtAn BL«JR.0 fl Clean rock needed plus 2��cu. " 41�m fir- Yds-Coarse washed sa A Yds.Average sand depth r�1g1111 Sandy loarlOeu.yds.,Topsoil 6"_fe cu yds.ous cu.Yds. fj2:&QM Number of tanks 2, .1�`tankgals.,tad tank I3u als.,Pump chamber capacity Ijq) gals. QTY*F' L2._-gals-1100 lineal feet of o__dia.Su 4 t ` l�nh►per.lineal feet needed 23G �H C� `�' 0- - v Cr>vIAJTY Distribution pipe w dia.193 lineal Feet, dia.PerForatiwhs: (. "apart Fkhat set at gab.,4 times per day Pump curvej _�to !min. 16feet head pressure. t„_,f SJX Ph. 763498-8779 RU*aeo�� r.na pe�oa M�rne:Qira Pdlvaon OSTP Design Summary Worksheet UNIVERSITY AIKI& , Control Agency OF MINNESOTA MEM Property Owner/Client: Gorden James Project ID: v 07.14.15 Site Address: 3465 Watertown Road,Orono,Hennepin County Date: 9/23/15 1. DESIGN FLOW AND TANKS A. Design Flow: 750 Gallons Per Day(GPD) Not': The estimated design flow is considered a peak flow rate Including a safety factor.For long term performance,the average B. Septic Tanks: daily flow is recommended to be<60%of this value. Minimum Code Required Septic Tank Capacity: 2250 Gallons,in Tanks or Compartments Recommended Sepik Tank Capacity: 2250 Gallons,in Tanks or Compartments Effluent Screen:�� Atarm: C. holding Tanks Only: Minimum Code Required Capacity: Gallons,inTanks Designer Recommnended Capacity, Gallons,in Tanks Type of High Level Alarm:F D. Pump Tank f Capacity(Code Minimum): Gallons Pump Tank 2 Capacity(Code Minimum): Gallons Pump Tank l Capacity(Designer Rec): Gallons Pump Tank 2 Capacity(Designer Rec): Gallons Pump 1 I GPM Total Head ft Pump 2GPM Total Head ft Supply Pipe Dia.=in Dose Volume:=gal Supply Pipe Dia.=in Dose Volume:=gal 2. SYSTEM TYPE O Tech O asci ®gourd O AVGr O Grovity Dls tffion ®ftwure DftbAonLevel O Mom DWm evd O Drip O q Tar* O Other 'Selection Required Benchmark Elevation: 1039.90 it Benchmark Location: corner Iron Sym Type Type of Distribution Media: ®Type I ❑Type II ❑Type 111 ❑Type 1V ❑Type V 0 Dreirtleld Rode 0 ReOslered Tre*nert Media: 3. SITE EVALUATION: A. Depth to Limiting Layer: 22 in 1.8 ft B. Measured land Slope%: 8.0 C. Elevation of Limiting Layer: 1039.4 D. Soil Texture: Loam E. Loc.of Restricive Elevation:- -� F. Soil Hyd.Loading Rate: 0.60 GPD/fe G. Minimum Required Separation: 36 in 3.0 ft H. Perc Rate: 11.0 MPI 1. Code Maximum Depth of System: �Mtwnd�in Comments 4. DESIGN SUMMARY Trench Design Summary Dispersal Area ftp Sidewsll Depthin Trench Width ft Total Lineal Feetft Number of Trenches Code Maximum Trench Depthin Contac Loading RateE�ft Designer's Max Trench DepthE==in Bed Design Summary Absorption Areaft, Depth of sidewall in Code Maximum Bed DepthIn Bed Width=ft Berl Length[=ft Designer's Max Bed Depth=in Minnsata Palutlon OSTP Design Summary Worksheet UNIVERSITY ConbVIAj* r OF MINNESOTA Akt Mound Design Summary Absorption Bed Area 625.0 ft2 Bed Length 62.5 ft Bed Width 10.0 ft Absorption Width 20.0 ft Clean Sand Lift t.2 ft Berm Width (0-1%) ft Upslope Berm Width 10.0 ft Downslope Berm Width 17.0 ft Endslope Berm Width 11.0 ft Total System Length &1.5 ft Total System Width 37.0 ft Contour Loading Rate 12.0 gal/ft At-Grade Design Summary Absorption Bed Widthft Absorption Bed Length ft System Heightft Contour Loading Rategal/ft Upstope Berm WidthCft Downslope Berth Widthft Endslope Berm Width==ft System LengthE=ft System Widthft Level&Equal Pressure Distribution Summary No.of Perforated LateralsPerforation Spacing ft Perforation Diameter 7/32 in Lateral Diameter 2.00 in Min.Delivered Volume� _Jgal Maximum Delivered Volume 188 gal Non-Lowl and Unequal Prime Dkbibudon Stanmary Elevation Pipe Volume Pipe Length Perforation Size (ft) Pipe Size(in) (gal/ft) (ft) (in) Spacing(ft) Spacin;(1n) Lateral 1 Minimum Delivered Volume Lateral 2 gat Lateral 3 Lateral 4 Maximum Delivered Volume Lateral � ]gat Lateral 6 5. Additional Info for Type IV/Pretreatment Design A. Calculate the organic loading 1. Organk loading to Pretreatment Unit -Design flow X Estimated BOD in mg/L in the effluent X 8.35+1,000,000 C ]ww X mg/4 X 8.35+1,000,000- E::=tbs BOD/day 2. Type of Pretreatment Unit Being Installed: 3. Calculate Soft Treatment System Organic Loading: BOD concentration after pretreatment+Bottom Area =lbs/day/ft7 I 3mg/L X 8.35+1,000,000 + =ft2. E=tbs/day/fe Comments/Special Design Considerations: 1 hereby certify that I have completed this work i accordance with all applicable ordinances,rotes and laws. Joseph J Olson 810 09/23/15 (Designer) (Signature) (License!1) (Date) OSTP Mound Design UNIVERSITY Worksheet > I% Slope OF MINNESOTAControl Agemy 1. SYSTEM SIZING: Project ID: v 07.14.15 A. Design Flow: 750 GPD TA Ma B. Soil Loading Rate: 0.60 GPD/ft2 AaEA k C. Depth to Limiting Condition: 1.8 ft wo"aft Yrs kawle VaNdaAdle �M a6 . D. Percent Land Slope: 8.0 % a''► 11 AND am " ' E. Design Media loading Rate: 1.2 GPD/ft2 F. Mound Absorption Ratio: 2.00 0,1105 2 1 b 5 o"send 0.6 2 1 1.6 -01111 In Xb 15 0.70 16 7 1.i 10b50 0.6 2 0.78 2 �� ~ TOO"•AMIMIA 311045 0 6 2+t 0.78 2 C+rtt�eldb6 OR -+ tow 481000 GAG 2A CA 2.6 S Bono 1.0. 1.3.2.0,2.4.2.6 %12 b 120 - 6 0.3 s.s s120 Li 61.120 mpi OR 5.0 s12 'Systems with these values are not Type I systems. n 120 rw >s.o' s6• Contour Loading Rate (linear loading rate)is a recommended value. 2. DISPERSAL MEDIA SIZING A. Calculate Dispersal Bed Area: Design Flow+Design Media Loading Rate-ft2 T50 GPD + 1.2 GPD/ft2 - 625 ft2 If a larger dispersal media area is desired,enter size: ft2 B. Enter Dispersal Bed Width: 10.0 ft Can not exceed 10 feet C. Calculate Contour Loading Rate: Bed Width X Design Media Loading Rate 10 ft2 X 1.2 GPD/ft2 = 12.0 gal/ft Can not exceed Table 1 D. Calculate Minimum Dispersal Bed Length: Dispersal Bed Area +Bed Width -Bed Length 625 ft2 + 10.0 ft = 62.5 ft 3. ABSORPTION AREA SIZING A. Calculate Absorption Width: Bed Width X Mound Absorption Ratio -Absorption Width 10.0 ft X 2.0 = 20.0 ft B. For slopes>1%, the Absorption Width is measured downhill from the upslope edge of the Bed. Calculate Downslope Absorption Width: Absorption Width - Bed Width 20.0 ft - 10.0 ft = 10.0 ft 4. DISTRIBUTION MEDIA: ROCK A. Media Volume:Media Depth X Length X Width 0.50 ft X 62.5 ft X 10.0 ft= 313 ft3 + 27 12 yd3 5. DISTRIBUTION MEDIA: REGISTERED TREATMENT PRODUCTS: CHAMBERS AND EZFLOW A. Enter Dispersal Media: B. Enter the Component: Length: ft Width: ft Depth: ft C. Number of Components per Row=Bed Length divided by Component Length (Round up) C� ft + ft= components/row D. Actual Bed Length= Number of Components/row X Component Length: components X ft = -�ft E. Number of Rows=Bed Width divided by Component Width (Round up) ft+ -� ft- rows Adjust width so this is on whole number. F. Total Number of Components=Number ofComponents per Row X Number of Rows E� X � = E= components 6. MOUND SIZING A. Calculate Minimum Clean Sand Lift: 3 feet minus Doth to Limiting Condition =Clean Sand Lift 3.0 ft - 1.8 ft = 1.2 ft Design Sand Lift(optional): ft B. Calculate Upslope Height: Clean Sand Lift + media depth +cover(1 ft.) =Upslope Height 1.2 ft + 0.5 ft + 1.0 ft= 2.7 ft C. Select Upslope Berm Multiplier(based on land slope): 3.70 Land Slope% 0 1 2 1-5 4S 6 7 8 9 10 11ff2.21 UpslopeBerm 3:1 3.00 2.912.83 2 2.68 2.61 2.54 2.48 2.42 2.36 2.31 2.26Ratio 4:1 .4.00 3.8S 9:70 3.57 3,45 ;3. 3 3.23 3.12 3»03 2.94 2.86 2.78 D. Calculate Upslope Berm Width:Multiplier X Upstope Mound Height =Upslope Berm Width 3.70 ft X 2.7 ft 10.0 ft E. Calculate Drop in Elevation Under Bed: Bed Width X Land Slope+ 100=Drop (ft) 10.0 ft X 8.0 % + 100- 0.80 ft F. Calculate Downslope Mound Height: Upslope Height+Drop in Elevation =Downslope Height 2.7 ft + 0.$0 ft 3.5 ft G. Select Downslope Berm Multiplier(based on land slope): 4.92 Land SI % 1 0 1' 1 2 3 4 1 S 1 6 7 8 948 12Qq Downslope 3:1 3.00 3.09 3.19 3.30 3.41 3.53 3.66 3.80 3.95 4.1i 4.29 4.48 Berm Ratio 14,11 4.OEJ 4.1! 4:Si4 : i►x7 Cool 3.26 S� .SJ38 6:25 S.407 7.24 7.b9 H. Calculate Downslope Berm Width: Multiplier X Downslope Height =Downslope Berm Width 4.92 x 3.5 ft = 17.0 ft I. Calculate Minimum Berm to Cover Absorption Area: Downslope Absorption Width +4 feet 10.0 ft +��ft = 14.0 ft J. Design Downslope Berm=greater of 4H and 41: 17.0 ft K. Select Endslope Berm Multiplier: 3.00 (usually 3.0 or 4.0) L. Calculate Endstope Berm X Downslope Mound Height =Endslope Berm Width 3.00 ft X 3.5 ft = 11.0 ft M. Calculate Mound Width: Upstope Berm Width + Bed Width + Downslope Berm Width 10.0 ft + 10.0 ft + 17.0 ft = 37.0 ft N. Calculate Mound Length: Endslope Berm Width + Bed Length + Endstope Berm Width 11.0 ft + 62.5 ft +=ft 84.5 ft 7. MOUND DIMENSIONS --------- -- ------ Upslope (4.D) 10.0 --------- ,,` C. �,��qM 4 Dispersal Bed: (2.B x 2.C) = Endsl 4.L t 1.0 10.0 x 62.5 11•a R `, 1 0 Downslope (4.J) ----------------------- ------------ --------- Total Mound Length (4.14) �•5 4"inspection pipe 18"cover on top Upslope berm 4.D Downslope berm 4.J 10.0 12"cover on sides (6" topsoil) Clean sand lift (4.A) 1.2 Depth to Limiting (1.C} �.8 Limiting Condition -- A*rpdon Width 3.A ---- ----------_ Note: 20.0 For 0 to 195 slopes, .4Awptlon Width is measured from the Bedequally in both directions. For slopes >1%, Absorptlon Width is measured downhill from the upslope edge of the Seo! Comments: OSTP Mound Materials Worksheet UNIVERSITY Minnesota Pvllutfon OF MINNESOTA Control AgencNNOM y Project : v 07.14.15 A.Calculate Bed(rock)Volume:Bed length (2.t)X Bed Width 2. )X Depth -Volume 62.5 ft X 1 10.0 Ift X 0.8 - 500.0 ft3 Divide ft3 by 27 ft'/yd'to calculate cubic ands: 500.0 ft3 + 27 = 18.5 lyd3 Add 20%for constructability: 18.5 yd3 X 1.2 = 22.2 ]yd-1 8. Calculate Clean Sand Volume: Volume Under Rock bed:Average Sand De h x Media Width x Media Len th =cubrft feet 1.6 ft X 10.0 X 62.5 ft = 1000.0- ft3 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 ft CI Volume from Width-((Upslope Mound Height-1)X Absorption Width Beyond Bed X Media Bed Width) ft -1) x x I ft = Total Clean Sand Volume:Volume from Length+Volume from Width+Volume Under Media ft3 + ft3 + ft3 ft3 For a Mound on a slope greater than 1% Upslope Volume:((Upslope Mound'Height - 1)x 3 x Bed Length)+2-cubic feet (( 2.7 ft -1) X 3.0 ft X 62.5 )-2- 156.3 ft3 Downslope Volume:((Downslope Hei ht-1 x Downslope Absorption Width x Media length)+2-cubic feet ft-1) X 1 10.0 ft X 62.5 )+2- 770.8 ft3 Ends(ope Volume:(Downslope Mound Height-1)x 3 x Media Width -cubic feet (1 3.5 1 ft•1 ) X 3.0 ft X 10.0 ft 74 ft3 Total Clean Sand Volume:Upslope Volume +DownslopeVolume +Endsl Volume +Volume Under Media _ 156.3 ft3 + 770.8 ft3 + 74.0 ft3 + 1000.0 ft3= 2001.1 ft3 Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 2001.1 ft3 + 27 = C 7.4.1 yd3 Add 20%for constnxtabi(ity: 74.1 yd3 X 1.2 U.9 ]yd' C.Calculate Sandy Berm Volume: Total Berm Volume x):((Avg.Maud Height.0.5 ft topsoil x Mound Width x Mound Length)+2-cubic feet ( 3.1 0.5 )ft X 37.0 ft X 84.5 )-2- 4012.3 ft3 Total Mound Volume-Clem Sand volume-Rock Volume-cubic feet 4012.3 1 ft3 2001.1 ft3 _ 500.0 ft3 = 1511.3 ft3 Divide ft3 by 27 ft'/yd'to calculate cubic yards: 1511.3 ft3 + 27 - 56.0 yd3 Add 20%for constructability: 56.0 yd3 x 1.2 - 67.2 yds D.Calculate Topsoil Material Volume:Total Mound Width X Total Mound Length X.5 ft C37.0 ft X ft X 0.5 ft = 1563.3 ft3 Divide ft3 by 27 ft3/yd3 to calculate cubic yards: 1563.3 ft3 + 27 - 57.9 jyd3 Add 20%for constructability: 57.9 yd3 x 1.2 - 69.53 Yd OSTP Pressure Distribution MinnesotsPoUutbn Design WorksheetUNIVERSITY Control Agwicy OF MINNESOTA Project ID: v 07.14.15 1. Media Bed Width: 10 Ift 2. Minimum Number of Laterals in system/zone= Rounded up number of[(Media Bed Width - 4) + 3] + 1. ( 10 -4 ) + l - laterals Does not apply to at-grades 3. Designer Selected Number of Laterals: laterals Cannot be less than line 2(accept in at-grades) - 4. Select Perforation Spacing: 3 0 5. Select Perforation Diameter Size: 7/32 in «..� 6. Length of Laterals =Media Bed Length - 2 Feet. 63 - 2ft 61 ft Perforation can not be closer then 1 foot from edge. 7 Determine the Number of Perforation Spaces. Divide the Length of Laterals by the Perforation Spacing and round down to the nearest whole number. Number of Perforation Spaces j 61 ft + ft = 20 Spaces Number of Perforations 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 =E=Spaces + 1 = 21 Perfs. Per Lateral �M�rtYri�raf�dr�►drsrdl�a�i�:�ra�sMli 7/32IrA Fe iwWm ONO Ferie 1 t 1% 2 3 t1 1 1w t14 2 3 2 41 x iib 2 H 16 21 " 34 0 / 12 16 21 54 2% 10 14 20 32 M $ i1 12 K 3f >Q, 3 9 14 1! x #0 3/16" 1/1 Mid pa Is one t NO 06WAI r Pohl *K*4 Pipe own*k4w I to t14 2 3 Ifs) 1 1% 1% 2 3 2 10 a a 46 A 2 21 32 44 74 $0 2% 12 17 24 40 10 1% 20 30 41 69 135 3 In I is I n I v x 3 H 21 3/ 44 121 9. Total Number of Perforations equals the Number of Perforations per Lateral multiplied by the Number of Perforated Laterals. 21 Perf. Per Lat. X C�Number of Perf. Lat. - 63 Total Number of Perf. 10. Select Type of Manifold Connection (End or Center): Q End ❑ Center 11. Select Lateral Diameter(See Table): 2.00 in OSTP Pressure Distribution Minnesota Pollution Design Worksheet UNIVERSITY Control Agency OF MINNESOTA 12. Calculate the Square Feet per Perforation. Recommended value is 4-11 ft 2 per perforation. Does not apply to At-Grades a. Bed Area = Bed Width (ft)X Bed Length (ft) 10 ]ft X 63 ft 625 ft2 b. Square Foot per Perforation = Bed Area divided by the Total Number of Perforations. 625 ]ft2 - 63 perforations = 9.9 ft2/perforations 13. Select Minimum Average Head: 1.0 ft 14. Select Perforation Discharge (GPM) based on Table: 0.56 GPM per Perforation 15. Determine required Flow Rate by multiplying the Total Number of Perfs. by the Perforation Discharge. 63 __]Perfs X 0.56 GPM per Perforation = 36 1 GPM 16. Volume of Liquid Per Foot of Distribution Piping(Table il): 0.170 Gallons/ft 17. Volume of Distribution Piping = Table II = [Number of Perforated Laterals X Length of Laterals X (Volume of Volume of Liquid in Liquid Per Foot of Distribution Piping] Pipe L 3 X 61 ft X 0.170 = —� 101" Liquid gal/ft 30.9 Gallons � Rw Foot (inches) ((Wlons) 18. Minimum Delivered Volume=Volume of Distribution Piping X 4 1 0.048 30.9 gals X 4 = 123.4 Gallons 1.25 0.0781 5 0.110 2 0.170 t 3 0.380 4cbm on0.661 ans M o$ f pl0emak localioe ---- 0(owfi0m AhKraft l c"w of pipe bw pwep Pipe mm Comments/Special Design Considerations: OSTP Basic Pump Selection Design Minnesota Pndution Worksheet UNIVERSITY Control AgaftV OF MINNESOTA 1. PUMP CAPACITY Project ID: Pumping to Gravity or Preswre Distribution: O Ger ® Selection required 1. If pumping to gravity enter the gallon per minute of the pump: GPM (10-45 Spm) 2. If pumping to a pressurized distribution system: 36.0 GPM 3. Enter pump description: 2. HEAD REQUIREMENTS aao�a A. Elevation Difference 25 ft between pump and point of discharge: yaps S. Distribution Head Loss: ft C. Additional Head loss: ft(due to specW ewAxy it,etc.) ----------------- ---------=---- TAW I.Frk thm Lois in Ptmk 1001 tltsta'lbutlon Floes Rate � Diameter inches Gravity Distribution -Oft GPM) 1 1.25 1.5 2 Pressure Distribution based on AMnimum Average Head 10 9.1 3.1 1.3 0.3 Value on Pressure Distribution Worksheet: 12 12.8 4.3 1.8 0.4 i 14 17.0 5.7 2.4 0.6 1ft 5ft 16 21.8 7.3 3.0 0.7 2ft Eft 18 9.1 3.8 0.9 5ft 'Oft 20 11.1 4.6 1.1 25 16.8 6.9 1.7 D. 1.Supply Pipe Diameter. 2.0 in 30 23.5 9.7 2.4 35 12.9 3.2 2.Supply Pipe Length: ft 40 16.5 4.1 E. Friction Loss in Plastic Pipe per 1008 from Table I: 45 20.5 5.0 50 6.1 Friction Loss= 3.32 ft per 100ft of pipe 55 7.3 60 8.6 F. Determine Equivalent Pipe Length from pump discharge to soil dispersal area discharge 65 10.0 point. Estimate by adding 25%to supply pipe length for fitting loss. Supply Pipe Length 70 11.4 (D1) X 1.25-Equivalent Pipe Length 75 13.0 7 236 ft X 1.25 = 295.0 ft 85 6.495 20.1 G. Calculate Supply Friction Loan by multiplying Friction Lou Per 100ft (Line E)by the Equivalent Pipe Length (Line F)and divide by 100. Supply Friction Loss- 3.32 ft per 100ft X 295.0 ft 100 9.8 ft H. Total Mead requirement is the sun of the Elevation Difference (Une A),the Distribution Head Loss(Line B),Additional Head Loss(Line C),and the Supply Friction Loss(Line G) 25A ft + 5.0 ft + E _ ft + 9.8 ft - 39.B ft 3. PUMP SELECTION A pump must be selected to deliver at least 36.0 GPM(Line 1 or Line 2)with at least 39.8 feet of total head. Comments: Soil Observation Log • www.SepticResource.com vers 12.4 Owner Information Property Owner/project: Gorden James Date 9/22/2015 Property Address/PID: 3465 Watertown Road Soil Survey Information ❑ Hafer to attached scat survey Parent mall's: 0 Till ❑ Outwash ❑ Laaostrine ❑ Alluvium ❑ Organic ❑ Bedrock landscape position: ❑ Summit ❑ Shoulder 2) Side slope ❑ Toe slope soil survey map units: 14013 slope 8 % direction-Convex Soil L09#1 ❑ eoring ❑ Pit Elevation 1041.2 Depth to SHWT 22" Depth(in) Texture fragment% matrix color redox color consistence 2 shalpe 0-10 Topsoil <35 1 Oyr3/2 Loose Loose Single grain 10-16 Loam <35 1Oyr4/3 Friable Strong Blocky 16-22 Clay Loam <35 1Oyr5/4 Firm Strong Blocky 22-30 Clay Loam <35 IOyr5/4 I Oy4/8,1-6/1 Oy Firm Strong Prismatic <35 loose loose single grain 35 -50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive Comments: 3465'Watertown Road Soil Lft#2 ❑ ung ❑ Pit Elevation 1041.2 Depth to SHWT 26" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-16 Topsoil <35 10yr3/2 Loose Loose Single grain 16-20 Loam <35 1Oyr4/3 Friable Strong Blocky 20-26 Clay Loam <35 l Oyr5/4 Firm Strong Blocky 26-30 Clay Loam <35 10yr5/4 lOy4/8,1-6/10y Firm Strong Prismatic <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate Prismatic platy rigid strong massive 3465 Watertown Road Soil Log#3 0 Wriu9 ❑ Pit Elevation 1042.6 Depth to SHWT 24" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-8 Topsoil <35 1 Oyr3/2 Loose Loose Single gndn 8-16 Loam <35 1Oyr4/3 Friable Strong Blocky 16-24 Clay Loam <35 10yr514 Firm Strong Blocky 24-30 Clay Loam <35 10yr5/4 I Oy4/8,1-6/l0y Firm Strong Prismatic <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 igner Signature Company License# 3465 Watertown Road Soil Log#4 ❑ ung ❑ Pit Elevation 1042.6 Depth to SHWT 22" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-10 Topsoil <35 10yr3/2 Loose Loose Single grain 10-16 Loam <35 10yr4/3 Friable Strong Blocky 16-22 Clay Loam <35 10yr5/4 Firm Strong Blocky 22-30 Clay Loam <35 10yr5/4 IOy4/8,1-6/l0y Firm Strong prismatic <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive 3465 Watertown Road Soil L-Oz#S 0 ung ❑ pit Elevation 1041.2 Depth to SHWT 24" Depth(in) Texture fragment% matrix color redox color consistence grade shape 0-8 Topsoil <35 10yr3/2 Loose Loose Single grain 8-16 Loam <35 10yr4/3 Friable Strong Blocky 16-24 Clay Loam <35 10yr5/4 Firm Strong Blocky 24-30 Clay Loam <35 10yr5/4 IOy4/8,1-6/l0y Firm Strong Prismatic <35 loose loose single grain 35-50 friable weak granular blocky >50 firm moderate prismatic platy rigid strong massive I hereby cpif chis 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 www.ScpticResoume.com veW 12.4 Owner Information Property Owner/project: Gorden James Date 9/22/2015 Property Address/PID: 3465 Watertown Road Soil Sumq Information ❑ refer W AbKhed sal survey Parent mads: Q Till ❑ OU dsh ❑ Lacustrine ❑ Alluvium ❑ organic ❑ Bedrock landscape position: ❑ Summit ❑ Shoulder [r] Side slope ❑ Toe slope soil survey map units: 140B slope 8 % direction-Convex Soil x116 ❑ ung ❑ Pit Elevation 1045.1 Depth to SHWT 22" Depth(in) Texture fiagrnent% matrix color redox color consistence 2 shape 0-10 Fill <35 10-16 Topsoil <35 10yr3/2 Firm 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 Comments: Compacted Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 12:15 P.M. On 9/22/15 Location: 3465 Watertown Road Hole number. 1 Date hole was prepared: 9/21/15 Depth of hole bottom_12"_inches, Diameter of hole 6"_inches. Soil data from test hole: Depth, inches Soil texture 0-12" Dark Brown Loam 10yr3/2 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 9/21/15 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 — ime pth Dropin H2O Perc Rate 12:30 12:45 6" 1.3 11.5 12:48 1:03 6" 1.3 11.5 1:04 1:19 6" 1.3 11.5 AVERAGE PERC. RATE 11.5 NIPI Percolation Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Olson's Perc. starting at 12:15 P.M. On 9/22/15 Location: 3465 Watertown Road Hole number: 2 Date hole was prepared: 9/21/15 Depth of hole bottom,12"_inches, Diameter of hole 6"_inches. Soil data from test hole: Depth, inches Soil texture 0-10" Dark Brown Loam 10yr3/2 10-12 Brown loam 10yr413 Method of scratching side wall: Knife Depth of gravel in bottom of hole 2 inches: Date of initial water filling 9/21/15 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 12:31 12:46 6" 1.6 9.4 12:47 1:02 6" 1.5 10.0 1:05 1:20 6" 1.5 10.0 AVERAGE PERC. RAE 9.8 MPI 09'88c`\ / pI ff 1 \ \km \ Ln 00 Enn LJO s d C7 e e \ l9 a o� a, L o - a !1 DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED PERMIT NO. COMPLETED _ ADDRESS V O �C✓7'0°�'4 9 OWNER TELEPHONE NO. CONTRACTOR / DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING 0 ❑ 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 ElAS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL r ❑ DEMO-SITE ❑ SEPTIC INSTALL Z OWNERICONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: o� W a o 5aik CP vCC tv 4-h O W CC Q W W J O W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE QC ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS_ ❑ PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Cor on site: Inspectoq6t 64 , White Copy/inspector's File Canary Copy/Site Notice V DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED _3 : z�n PERMIT NO. - COMPLETED ADDRESS V 42C;7> OWNER TELEPHONE NO. ��3" V 79-1 7hZ CONTRACTOR 3Z DESCRIPTION lC- W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL QEl 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-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ E TIC INSTALL 2 OWNERICONTRACTOR TO MEET YOU:SYES_NO COMMENTS a Gli2 �Q� e eC o ' W Q 2 cc j W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE a: ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C1 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. Call for the next inspection 24 hours in advance. (952) 249-4600 Owner/Con r on site: Inspector. Wh a Copyllnspector's File Canary CopylSite Notice V/ 114o9�r DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE ,�A,i��SCHEDULED PERMIT NO. / co COMPLETED ` ADDRESS 3 LSC OWNER TELEPHON NO. '7��LcJ�9�7r`oZ CONTRACTOR DESCRIPTION / C 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 ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q El FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ [IAS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ S PTIC INSTALL Z OWNEWONTRACTOR TO MEET YOU: YES_NO cam., COMMENTS: Cc W f If a J ` Cc t, ° '- W Cc Q 2 W W Cc J d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE W ❑CORRECT WORK&PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY W ❑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 Owner/Con r on site: Inspector. White Copylinspector's File Canary CopylSite Notice DATE TIME V CITY OF ORONO CALLED IN 7 INSPECTION NOTICE XSCHEDULED CJ'r �[�/!o l0:30 PERMIT NO.410 I!v 4/�,-� COMP ADDRESS OWNER TELEPHO CONTRACTOR Q DESCRIPTION W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ 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 v ❑ DEMO-SITE ❑ SEPTIC INSTALL OWNEWCONTRACTOR TO MEET YOU:_YES_NO y COMMENTS: e; 0 ne w LOL ICE W W W 1C3 K SATISFACTORY:PROCEED ❑PROJECT COMPLETE ❑ 11ECT WORK 3 PROCEED ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.1 BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WALL RETURN ❑CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Can for the next inspection 24 hours in advance. (952) 249-4600 on site• Inspector: White CopyAnspectoes FIN Canary Copy?She Notice v� V DATE TIME CITY OF ORONO CALLED IN INSPECTION TOT / SCHEDULED f - - PERMIT NO. ��( '� COMPLETED ADDRESS OWNER TE HONE NO CONTRACTOR DESCRIPTION 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 ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT Q ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL OWNERICONTRACTOR TO MEET YOU:_YES_NO COMMENTS: (� ' W ZI U. W O: Q /�� h any w e iC l o P,/ j94- Lu Lu 'Q WORK SATISFACTORY:PROCEED ❑,PROJECT COMPLETE W ❑ IORRECT WORK&PROCEED Cl ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY C.I BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p PHOTO TAKEN INSPECTOR WILL RETURN ❑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 OwnerfContrac�or on site: Inspector: White CopyAnspsctoes Fila Canary CopyMs Notice