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Home My WebLink About2017-00662 - septic repair CITY OF ORONO * 2017 - 00662 * 2750 KELLEY PARKWAY DATE ISSUED: 06/23/2017 ORONO,MN 55356- (952)249-4600 FAX: 952 249-4616 ADDRESS 120 TRUFFULA TR PIN 33-118-23-44-0037 LEGAL DESC MEADOW WOOD POND LOT 003 BLOCK 001 PERMIT TYPE SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : REPAIR NOTE: SEPTIC REPAIR APPLICANT SEPTIC REPAIR 100.00 ELMER J. PETERSON COMPANY TOTAL 100.00 Payment(s) 5921 DAGUE AVE SE DELANO,MN 55328 CHECK 20529 100.00 (763)972-2420 Minnesota State License#:BUIL-219 OWNER DUFAULT,FREDERICK&TRACY 120 TRUFFULA TR LONG LAKE,MN 55356- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permits. All provisions of laws and ordinances governing this type of work shall be compied with whether or not specified herein.This permit will expire and become null and void if construction authorized is not commenced within 180 days of the date of issuance,or if construction is suspended for a period of 180 days at any time after work has commenced. The applicant is responsible for assuring all required inspections are requested in conformance with the State Building Code.This permit may be revok ata time for due cause. LC-� (--::, 013 oFAjFp?rc—ant Permitee Signature Date Issued By ature Date City of Orono FOR MY USE ONLY P P.O.Box 66 , `�f 2750 Kelley Parkway �i( /til Date Received: r —��—�/ Crystal Bay,MN 55323 ` I PermR# / [� Phone:(952)249-4600 keslioRj' Fax: (952)249-4616 ApproveJ _ Amount CITY OF ORONO - SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) Job Site/Owner Information: Site Address: /�� — Z_ 19 z_ Owner: -A ming Address: City: 0/'C-Z2 ,4 D Zip: Home Phone: Alternate Phone: Contractor/Applicant information: Contractor/App: XS &if,_ -7-1267_514�?5 AlContact Person: Addr ss: 9 a �� (,( yg V45 State License #: /y City:7F_z'q Zip: Expiration Date: Phone: 7 Alternate Phone: TYPES OF OCCUPANCY Residential ❑ Commercial ❑ Other ate boxes. lis � ] Holding Tanks all inspection. A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPECTIONS. Page 1 New or Replacement System $400.00 Repair Existing System 100.00 or (Tanks or Drainfield) 1 Total $ 2 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.: loo, Staff Review: A ept Denied Reviewer: Date: Reason for Denial: Comments (to be printed on inspection card): NERAL INSTRUCTIONS 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 - e /(9 K ORURO THIS SYSTEM IS DESt6NED FOR ' BEDROOMS. ANY INCREASE IN NUMBER OF BEDROOMS tNYAUDATES THIS DESIGN. Joseph Olson D.B.A. Rusty Olson's--Soil and Percolation Vesting Joseph J. Olson--NIPCA License#810 11481 Riverview Rd. NE, Hanover, MN 55341 (763) 498-8779 Fax (763) 498-8290 11 ay_25,2017 o\ Frearick Dufaul: .20 Truffuia Trail i.Jrono. Hennepin County i o whom it coati-concern. \'a;contacted by 4=recrick Dufault to design the repair for the failing mound system at 120 Truffula"Fra:; �. in the city of Orono. The results of the inspection and design are as follows. Soil oorings indicated that the existing roc.bed does not meet the three-foot separation to the periodicall\ saturated soils. Therefore, the solution is to remove the existing rock bed and any of the sand material under the roti: that is not cean. Then replace is with clean sand to the proper elevation. The original soils under the uphill side of the rock bed at the south end are at elevation..-99-7. The system was original installed with 1.5 feet of sand under the uphill side ofthe rock bed.The bottom of the new rock bed must be placed at the elevation of 102.' Tne existing tanks may be used upon approval of the local inspector. There is one rock bed 68 feet in length.This will take approximately 23 cubic yards of rock with six inches rocK. The clean sand required will be approximately 76 cubic yaras. This number may vary due to the .`act that. V-,'e don't know how much ofthe sand will be removed until the rock bed is removed. The sandy loam cap wili require approximately 21 cubic yards. The laterals will take 198 lineal feet of two-inch pipe with 7;23 inch perorations. Clean outs must be installed on the end of the iaterais. he topsoil required will be approximateiv 58 cubic yards. The sump curve :s 39 pm(n 23 feet of head pressure. Set float to pump 196 gallons It you nave any questions Tease cal'. Sineereiy. CITY OF ORONO SEPTIC4PE IT PLAE F,W INSPECT R PERMIT NO. �osepl.J. Olsor. APPRO ED AS SUBMITTLD APPROVED WITH C'ORRIiCTi0 S AS K(M-D NOT APPROVFD-CORRF('T& RFSt'13�.Il; Thcsc conunenis are Ihr your infonn�uion. All in full compiinttce with;til ttphlic;.itic:c� lc ".i Requirements incluciing itcuns not,;cci�lul KLEP THIS PLAN SPIT()N SP;E . r r phi• � !t'� L �t' w - Rr C' s r� r � z F• L1 t P U ti^ n w Y ra• z 3 z 1 0 o`.= � oos fit l r i 11 _ � � •w �' 3t ', ji f"� r 7G tt1 1 2011 purple code Design Mound Des �/{.i 31 1 � ww,v.Sep:icResource.corr; (vers 15.2) Property Owner: Fredrick Dufault Date: 5/25/2017 Site Address: 120 Truffula Trail PID: 3311823440037 Comments: instructions: r ' =enter data �— =adjust if desired = computer calculated - DO NOT CHANGE! bedroom Type I Residential System L 750 1GP0 design flow Yes Garoage disposal or pumped to septic 50% larger tank with multiple camp/tanks i ? 52?0!!Gat septic tank (code minimum) L2250 IGa;Septic tank (design size / LUG req'd) Tank options: none GPD/ft` mound sand Loading rate contour loading rate of 12 rec's a min 62.5 ft. long rockbed 7-7ft rockbed width 1 68.0 ift rockbed Length 3.0 jft lateral,spacing a ft perforation spacing (maximum of 3 for both) ;end feec manifold connection IN f 3 ilaterals b6.0 !feet tong 23.0 perfs / lateral { 64 perfs total (1/2 a perf means the first perf starts at the middle feed manifold) 7/32 inch perfs at L'Meet residual head gives 0.56 gpm flow rate per perforation for this perf size 8 spacing, ti pipe size on tine 12, max perfs/Lateral = 30 , line#8 must be less > OK t '., 4•0 !doses per day ( 4 minimum) 188 ;gallons per dose (treatment voLumei _ 2.00 5x 2.00 ;inch diameter laterals must be used to meet"4x pipe vo:ume"requirement 2.00 3x 49 feet of (2.0 flinch supply tine Leads to =gallons of drainback volume (Tip: "top feed"manifold to control the drainback) 196 gallons TOTAL pump out volume (treatment* drainback( 1 4. feet vertical lift from pump to mound laterals, leads to a: 2=9 (GPM @23 feet of head, Pump requirement (note: >50gpm may require an extra 3-6'of head) 7 1 750 lgat Dose tank (code minimum) t 1300 Igat Dose tank (design size / LUG req'd) at gpi leads to a r-� a, 7.7 Iinch swing on Demand float, or timed dosing ofmin ON (confirm pump rate with drawdown (this delivers Average flow, =70%of Peak design ftow)�hrs OFF test and adjust as necessary) 12 linches from bottom of tank to"Pump OFF-float r 20 linches from bottom of tank to "Pump ON"float, or 12 inches to"Timer ON"float if time dosed 23 hncnes from bottom of tank to "Hi Leve("float, or 33 inches to "Hi Level"float if time dosed r-- __ 714 gations reserve capacity (after High Leve:Atarm is activated) Soil Observation Log wwwSept icResource.com vers 12.4 I Owner Information !Property Owner project: Frederick Dufault Date 5/12/2017 Property Address PID: 120 Truffula Trail Soil Suri ev Information refer to attached soil survey Parent tnatl's: 7 T,11 ❑Outwash Q lacustrine Alluvium _ Organic 77 Bedrock landscape position: ❑ Summit C Showder t Side slope E,]Toe slope t3 1 !lsoii sunny map units: L123A slope % direction- Lineal Soil Log#1 Boring Pit Elevation 103.0 Depth to SHWT 52 inches Depth{int Texture fragment% matrix color redox color consistence grade shape r ! I a ()-34 1 Fill <35 Loose Loose Single grain 1 34-46 Topsoil <35 10yr3-2 Loose Strong Blockp t 46-52 Clay Loam <35 10yT43 Friable Strong Biockx 3?-58 Clay Loam <35 10yT53 10y4/8,1-6110y FirmStrong Prismatic a t i <J5 loose loose single grain 35 -50 friable weak granular blocky firm moderate prismatic platy ; ! X50 rigid strong massive I i Comments: TBM top of lift station manhole cover 120 Truffula Trail Soil Log#2 _:L' Bonng ❑ Pit Elevation 103.0 Depth to SHWT 39 Inches Depth On) Texture fragment% matrix color redox color consistence grade shape ' 0-39 Fill <35 Loose Loose Single grain I I F 3946 Clav Loam <35 IOyrI I 10y418,1-6r'10y FirmStrong Platy < loose loose 3s single grain I ( friable weak granular blocky I 35 -50 5- 0 firm moderate prismatic plat) 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 i 35-50 friable weak granular blocky I >50 firm moderate prismatic platy i rigid strong massive 120 Truffula Trail Soil Log#3 Boring Pit Elevation Depth to SHWT :depth(in) texture fragment°ib matrix color redox color consistence grade shape <35 loose loose single grain I friable weak granular blocky 35 -50 firm moderate prismatic plan j >50 rigid strong massive i <35 loose loose single grain friable weak granular block) 1 35 -50 firm moderate prismatic plaq 4 ! >50 rigid strong massive <J5 loose loose single grain friable weak granular blocky 35-50 firm moderate prismatic plate i X50 rigid strong massive 35 loose loose single grain i friable weak granular block) { 35-50 >50 firm moderate prismatic platy ` rigid strong massive i i <35 loose loose single grain ! 35 -50 friable weak granular blocky i l >50 firm moderate prismatic plat) rigid strong massive hereht,certif}-this work was completed in accordance with AIN 7080 and any local reqs. Rusty Olson's Soil & Perc 810 signer Signature Company License# DATE TIME CITY OF ORONO CALLED IN i -t-- INSPECTIONNOTICE SCHEDULED t PERMIT NO. I _ m kj,02- COMPLETED ADDRESS P-d OWNER TELEPHONE NO. « CONTRACTOR DESCRIPTION U W ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADINGIFILLING ❑ 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 ❑ FOUNDATK*VREMOVAL r [3 DEMO-SITE ❑ SEPTIC INSTALL OWNERRMTRACTORTOMMVW._YES NO COMMENTS: i n �� ! _�✓.Q� a o � k m Igo1 2 tTca 6�Cil,4 a; W O WORK SATISFACTOFrif PROCEED ❑PROJECT COMPLETE W ❑CORRECT WORK a PROCEED O ISSUE CERTIFICATE OF OCCUPANCY D ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORAW �+ BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑PHOTO TAKEN INSPECTOR WILL RETURN CITATION N381D O STOP ORDER POSTED.CALL INSPECTOR ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cm for th next Uspw*m 24 hours in adnanos. 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