Loading...
HomeMy WebLinkAbout11-21-2017 Septic Mound RepairNo Tanks City of Orono Septic Plan Review 10 X 38 Rock Bed Reviewer! �� All work shall be done in full compliance Mound repair Only with all applicable septic and zoning code. ® Joseph Olson D.B.A. Rusty 4lson'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 November 21. 2017 Danielle Steele 1050 Bayside Road Orono, Hennepin County To whom it may concern I was contacted by Danielle Steele to design the repair for the failing mound system at 4050 Bayside Road. 1n the city of Orono. The results of the inspection and design are as follows - Soil borings indicated that the existing rock bed does not meet the three -root separation to the periodically saturated soils. Therefore. the solution is to remove the existing rocs: been and any of the sand material under the rot k that is not clean. Then replace it 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_ -87.2. The sysrent was original installed with 1.0 feet of sand under the uphill side of the rock bed. The bottom of the new rock bed must be placed at the elevation of 90.2. Due to less than 12 inches to the periodically saturated soils on the south side of the rock bed this system is classified as a type III sy=stern. I The existing tanks may be used upon approval of the local inspector. The electrical box at the lift station must be replaced. i There is one rock bed 38 feet in length. This will take approximately 13 cubiti yards of rock with six inches of rock. • The clean sand required will be approximately 52 cubic yards. This number s aa) vary due to the fact that. We don't know how much of the sand will be removed until the rock bed is removed.1 oai t� The sandy loam cap will require approximately 12 cubic yards. The laterals will take 108 lineal feet of Lwo-inch pipe with '.v -inch perforatiotrs_ Clean outs must be instalicd on the end of the laterals. The topsoil required will be approximately i I cubic yards. /1 To add a fourth bedroom, it will take the additional amount of materials. Page 1 5inceret�. �� Joseph J. Oisan Page 2 If you Have any questions please call. "Tank e�� ,ors Datc; `eplernaer :, 2U17 Elmer 3, Peterson Co. 5921 Dague Ave. Delano, MN 155328 Phone 763-972-2420 Fax 763-972-7217 MKA License# 219 Daniels Steele 4050 Bayside Road Maple Plain, MN 55359 (Orono) 612-849-9424 l3afflee: � UFF Tank Capacity: _ 3-1000 Gallon Tanks Per city Records P of"Tanks: - Type of Tanks: Concrete -� Gallons Pumped: 300iJ � -- — Manholes co Grade: 'YYES NO Comments: On September'l, 2017, Elmer J. Peterson Co. pumped septic tanks. No crec" or water leaking hi ranks at that time. ;+TOTE: This is only a tank rapon. This is not a compliance inspection for point ornate nor does it repiacc a compliance inspwtion. � r ProperlyaddreEs: 40506ay_idaaaad - _._ _.. _ .__. )nspeaoruutWsiData Win? I. impact on Public Health - Compliance component #1 of 5 — Car pllanca criteria: _ — — _ __ Vsrdication method(s); System discharge sewage to the Q Yes ONO CW Searched for surface wilel grourW surface. Searched for seeping in yardinacKup in hone system discnarge sewage to drain Me ' 0 Yes ONO 0 Excessive ponding in soli systemiO-boxes or surface Waters- I ® Homeowner iestimany (sea Cpn:nenfa'/Et:>lan8l-Mi Sv51em Cause sewaon h2r_inra ct. I t -I V- r -t u.. 0 "Bleck Lori' .hove sod dispersal system -dweliing or eetabtiahment� - .l u • � u •,� Any "M" answer above lndieatm the system is an Imminent Threat to Public Health and Salary. OammentsfF�rplertaiiort: 2. Tank Integrity - Compliance component #2 of 5 Campfiance criteria:.-� T �_ System consists of a seepage pit, ❑ Yes E No cesspool, drywell, vrleaching pit. Saepaga PfLs rneering 70802W May ae nvn ant ii alfowwf`r1_ zca-1-j anae._ Sewage tank(s) leak below they ❑ Yes 0 No cleslgnedoperaUdepih. _ If yes, wN0h aewego tank(s) leaks:_� -___. r4nY `yes" answer above indicates the system Is Failing_to Protecf Groundwater. Comments tExplanafion On VIM, Elmer J. Peterson Co, pumped tanks. ❑ System requires -emergency' pumping Q Performed dye test Cl Unab;e to verity i&o CemmerrfsrExparatian) ❑ other methods not fisted (See Canrmert+cxB:anat. .^.,1 Verification method(s); © Probed lank(s) bonom Examined construction records Examined Tank Integrity Form (dreaJ,) Observed liquid level belaN operating depth E -mined empty {pumped) tanks(s) '! Probed outside tank(-) for'blar-tr so&' t-matw to Verify (See Co.�isrn:slEa¢ienc,Up' n% C-1 011ier methods not listed (See comrrantarExpbnaGo,�r 3. Other Compliance Conditions- compliance component 93 of -S a. Maaztteltance hate covers are damaged, pocked, unsecured or appear to structurally unsound. tom' Yes' ❑ Na p UNmw.n b. Other issues (OW& ralhaxnals, etc.) to immediately and adversely impact publiaheatth or safety. C] Yes' []NO rj tmknarvn °System is an'MRW nt threat to PuWk haafth and satsiy Explain: 9ystom is non-pmWctive of gm-ed;vator for other condikns as detemllned by Inspector L-1 Ycs' Ll Nn: 'System Is ffi lug to Protectgrnundwater Explain: vrww.gca.sW[e.mn.tyg - A5t-296.53gq - e0o•rb7MA T - 37Y 6511-282.5332 or 90-6573264„vn;.aS:W r, alcrrnarive fari�ars coq--wis64.3t TIZ4112 Pogo 2 u1 3 Soil Observation Log %I .erc : '.i Owner Information 13rL)pertN (honer project: DatimicIte Steele Dale I W 12:2017 llropmc :Address PID: 4050 RaNside Road Soil Survev Information --I refer to attached soil survey Pare mall's: L41 Till f e — — Cutwash Lacustrjne Alluv!um Organic Bcdwck landscape Position r summit Shoulder Side slope L_j Toe slope 4A, Soil Observation Log %I .erc : '.i Owner Information 13rL)pertN (honer project: DatimicIte Steele Dale I W 12:2017 llropmc :Address PID: 4050 RaNside Road Soil Survev Information --I refer to attached soil survey Pare mall's: L41 Till f e — — Cutwash Lacustrjne Alluv!um Organic Bcdwck landscape Position r summit Shoulder Side slope L_j Toe slope soil iurk@ map u: !41£ U& S dinmfion- Linear Soil Log #1 Boring y Pit Elevation g021 Depth to SHWI 46 Inches Deptil I ill I I-exture fra"l-nent matrix color r-.dox color Ca, — de ;pc 1 -15 Fill 3 5 � | � Topsoil a 1 0%T3 2 :1 Friable Nloderatc W—ki ,o-40 Clai Loaul 35 1 baa I Fin -n lonse I 10-46 ClaN Loam 35 - SO Friable friablo e cio. 40-54 ClaN Loam 2 10 v1-5 3 t U v4 %!a1@ -riable su modenate IIII)II'lejus: 140m —BaN,sjde Road Soil Log #2 Boring y Pit Llexation 002 Depth Lo 1>1 1XVT Texlure w!msmatrix mew color redox or Conskience mdc jlc _2 1% Fill � | � opwo 2 :1 16+a Firlil Slron�,-- Phii% -35 lonse I 35 - SO friablo %% zmk firm modenate i - iggl d stron-, ,3.T 100se loose 3 5-50 may "�Cak Firm id c <<r•tilslhir work. 11 -ax c mupletect in ac•corelerave wirh ,11A -I)NO (utci illi{' IOLVI PetI'c. Rtt q, Olson's Sail & fere. 810 Designer signature Complain% IJi;sn,a :- 4050 Bayside Road Soil Log # ,.l Baring a Pit Elevation 90." Depth to SIik4T ?S incise --as IansN loc}-.e din�ett L'l:iltt 35 - i{} 0-28 Fill li'iabk ttc:ak _rlta v .: 1© 8-40 Topsoil Linn moderaie hr7iti:3tiC Fitt}} stroll!, l I 1 d u, i(l ,trot}, IRitR14t• 40iO Bayside Read Soil Log #3 Burin � Pit } � , I 9 L_ Elevation 9iJ._ Depth to S3-i'ti� -f _5 h:eltcs Delhi (ill) Texture fragment o matrix color redox calor consistence 'rode ydm t i t1-'8 i fill 35 --50 .triable tvea4i 1 � 8-40 i Topsoil _ i C} r3 [ 10%48 Firm Strome Platy loose loose S ! i 3z _ 50 friable treat I : 50 tn'ill modet-ale SIi13i� �:.13R ernt lur t1u`.h+� i 0 ri-id strong 1pr,,dnatrc E,lal, .. 3 louse 1 lnrl.;tu _ 50 friable j}t•eak I _rttrtc air b€.u4. •. E to 0 firm mltder le fll. +i lt%�t'. P '.-'t'. j I 1Q rigid 1,�IVOJW, lir1..117;i(!� Iti;il_ '� ;i looseIU(s+t` trnnl •.rn_Ic s E ;, - ;o friable ereai n1y� t,;zti'M1� t i0 firm "Moderate pr•<i,satt, plat•. ; rigid c <<r•tilslhir work. 11 -ax c mupletect in ac•corelerave wirh ,11A -I)NO (utci illi{' IOLVI PetI'c. Rtt q, Olson's Sail & fere. 810 Designer signature Complain% IJi;sn,a :- 4050 Bayside Road Soil Log # ,.l Baring a Pit Elevation 90." Depth to SIik4T ?S incise Depih (in) Texture fragment go matrix color redox color canaisicnce grade shape i1 0-28 Fill I 8-40 Topsoil 3s 10.:t; ! 10%48 Fitt}} stroll!, l I 1 •35 Iousc lOt1tiN 1 35 --50 .triable tvea4i =4Q firm7}tUticrdi� f�` In 111 t -i l Ii1•idta.i�,fSt Sil'Uilg S ! loose li.)ONC f -.:j� sia0 friable it eat SIi13i� �:.13R ernt lur t1u`.h+� i 0 tli-m mo(lerme 1pr,,dnatrc E,lal, rigid stroll,= lnrl.;tu loose loos neEc erat3; 35-50 friable creak +�rauueinr HoA', 1Q irl}t ErtUdertlte_ lir1..117;i(!� Iti;il_ rigid trnnl me .r.t I -W-111 DU'VNIUC Acau NON I Au U"% L' BoriNw pit Elevation Depth to SHNN'T !ems Depth (411 Tex(Urc fi-agulent "0 tnuvix color redox color cmtswowc Poe Ave -35 ® 35-50 W"k god. tow >50 nn 1119denitc MUM, tome loosL 35 "k Pon 35-50 Rome MeA unwat hwQ -50 fiFM Moderae v-111'ItIc ,,it' rIM at -Ong Mowc - 35 loose !_eir.flegaw 35 -50 rhable %% cak p.w1a no 1110derate pri'n1A1'c pl.!� I bose bose 35 stnglc 35- 50 firi-able N�-Cjk �"'mlku bl—�O! 00 rJ1111 1110det-ate rigw -/z\5 - -- loose 11 - ioose ,.~.`:� 35-50 fr 'I'le i.zle 111![]: d\; FRI a acco),clunce with MX -080 aud-1 JI-e4jA' Rus�y Olsods Soi I & Perc, 910 m!g 'Wer Signatture Conipany