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Home My WebLink About2016-00874 - septic ` ' CITY OF ORONO 2750 KELLEY PARKWAY * 2 0 1 6 — 0 0 8 7 4 * DATE ISSiTED: 07/28/2016 ORONO,MN 55356- (952)249-4600 FAX: (952 249-4616 ADDRESS : 3585 SIXTH AVE N PIN : 29-118-23-43-0004 LEGAL DESC : LJNPLATTED 29 118 23 : LOT 000 BLOCK 000 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT) ACTIVITY : SEPTIC(HOLIDING TANKS) NOTE: 1500 GALLON PRECAST CONCRETE HOLDING TANKS . APPLICANT SEPTIC NEW OR REPLACEMENT 400.00 TOTAL 400.00 SEPTIC CHECK,INC. Payment(s) 6074 KEYSTONE RD CREDIT CARD 2685 400.00 MILACA,MN 56353- (320)630-4253 Minnesota State License#:sept-2624 ' OWNER ANDERSON&DAVID LIND,RICK 3585 SIXTH AVE N LONG LAKE,MN 55356- AGREEMENT AND SWORN STATEMENT The work for which this pertnit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Building Code. This pertnit 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.l'his 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 confortnance with the State Building Code.This permit may be revoked at any time for due cause. � (G�I,�L�U�t�-- 7� S-�� i�i/� Applicant Permitee Signature Date Issued B ignahue Date �pN City of Orono FOR CITY USE ONLY � P P.O. Box 66 2750 Kelley Parkway � Date Received:___ _1�Z��li 1 ��G' �� Crystal Bay,MN 55323 � ' Permit# ��(C"— �r;� 1 I� Phone:(952)249-4600 ^ r� I �''Ar��`�` Fax: (952)249-4616 ' II�` `� 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) Job Site / Owner Information: Site Address: 3�g� Co�� P2o�c� C� �o � a ✓�'`l� .��s � Owner: ��K ►�-r�d��✓t � ��d �,n d Mailing Address: /Q 0 �Z�✓�,dr� �J c�ty: ��o ,�►�C� n s.Tr�, �/ z�p: �S�� 3 Home Phone: ��1 �-- � 17 `�� Alternate Phone: Contractor/Applicant Information: Contractor/App: S2 /��"(`L �-��G� Contact Person: ��GJ+ S U o� �-�a"� Address: (9 U� '� �e�S}a�� j� a�� State License #: a� �� City: �M ;( G � c� w� �/ z�p: �6 3 S 3 Expiration Date: a' � � �--v � Phone: �20 (2eZ o N�-.5—.� Alternate Phone: TYPES OF OCCUPANCY l� y��c T � T��G �esidential ❑ Commercial ❑ OthE < , C7NL�j ** ATTENTION APPLICANT ** ,'-� Fill in all a ro riate blanks and check all a r`rna l Tanks: �Precast Concrete ❑ Fiberglass ❑ Plastic ❑ --�� ` Number of Tanks: _-�-- -_-�-�� =-� Size of Tanks: I.S� ° �ti I� on Type of Activity: ❑ Trenches ❑ Mound ❑ Pressure Bed ❑ Chambe,� ,�,� ��U��y �anres ❑ Pre-Treatment ❑ Other NOTE: Provide an As-Built of the system before the final inspection. A 24-HOUR NOTICE IS REQUIRED FOR ALL INSPEC�IONS. / Page 1 PERMIT TYPE AND FEES New r Replacement System $400.00 Repair Existing System 100.00 (Tanks or Drainfield) � Total $ � a � ► � � 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 innesota and certifies that all statements made on this application are complete, tru cor t. Signature of Applicant Date: � �'� / MPCA License No.: Staff Review: A ept ❑ Denied Reviewer: Date: � Z � �� Reason for Denial: Comments (to be printed on inspection card): GENERAL 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 , � � �EPl'IC � �� - �� ; �{�� , � a ca� \ ( � ` t � _ � �� S � � �1 �� ! � i � � � � . � ,'��.. CHECK d ; , , � t _ _ � EXPERT SERVICE, LASTING VALUE CI'TY OF ORONO 6/11/201( SEPTIC P � IT Pi,AN I INSP�CT R Rick Andecson DAT � PERMIT NO. Da��e Lind --�Zl�, r�RovFn�s s�;A�rrrrsn ��Si —6�� A��enu� North � APPROVi;D WITH Ct)RRF.CTION9 Ag��p�b �COIlO ��IN ��>>6 hn7'AAPROVE.p-CORR6CT�,RF.StiFlMfT Thcsc comments arc for your inform�tion. All work sh�if E�c daue �r+full cumpliance with ull upplicxble sepHc anJ zoning cocla Itryuiremcros incluJing items iiot spr¢il'icatly notud in tliis n;view. Kli[:P'(yIS pLAK SET UK SITC AT ALL 7I�IGS T� ��hom it may conccrn: A site investi�Jation ��-as done to determine the site suitabilit�� foran onsite septic s}stem. This site has t��•o delineated ��°etlai�ds �nd some co�Y�pacted areas due to past use on the property. Soil borin��s ��ere done through the propert�� tindin� mainl�� clay loa�ns ��ith redo� features less tlia�i 12' . Soil boring 1 and 4 ha�-e redo� features deeper than 12 inches but are presei�t in the topsoil. Landscape position tells me that years of erosion have placecl this topsoil at the bottom of the hill aud ��as most likel}� at one point pa��t of the deliueated ��etland. Even ��itl� redox features deeper tha�l 1? inches Minnesota Rules Chapter 7050.1720 sub�+art 5 E2 & E3 state that no soil credit sllould be takei�. 1t is m�� rofessional opinion that this site �vill either need to be serred bS�a �' clean sand lift iuound or a holding tank system. The proposed water use for this lot is minim�l and ��-ould be ser��ed just fine by a holdin`� t�nk. Respectfull�r Submitted, �FI1$$YSTEM I$DESIGNED fOR .0 BEDROOMS. ANY INCR�AS�tM 1�IINBf�' Of BEDROO�S 1NilAUOAtES THIS D�GN, // C1�'IS.IpIlIlS011 "�/S�L '��mU/�� u0 �e �'��s Q``� Tra��is a,septicclieck.coili � �� 320-630-�253 Protecting Your Investment and Everyone's Environment 6074 Keystone Rd. • Milaca, MN 56353 (320)983-2447 • (320)983-2151 • (888)983-2447 • wwwseptic-check.com • Info@septic-check.com � � , From:=MikeGaffron'MGaffron@ci.orono.mn.us B Subject: Orono File#16-3836 Notice of Council Action Date: July 22,2016 at 8:50 AM To: Rick anderson rik100C�me com, Lind Dave djlind@richlindmetals.com See attached Notice. Michael P.Gaffron Senior Planner City of Orono (Street Address) 2750 Ketley Parkway ' � � (Mailing Address�P.O. Box 66,C,rystal Bay, MN 55323 ,e ,f Phone: (952)249-4622 __ � ...„. > .* ' e . �d�"�TG""'__.. __ ,. Fax: (952) - , ;: ..,._ _.,_ . .,,s.._ .�,...�.,.�...„..» � ' ,s i r . �.n :� �� , �. �:{��:�'s'>.$� '.', , , . � , . .. ' � � . i 9��+��^ `.!1• ., .. w.. � .. . � - . � .. , .. NOTICE OF CITY COUNCtI ACTION cm oF oRONo 2750 Keiley Parkway ZONlNG FIIE: 16-3E35 PO 8ox 65 Crystal Bay,N1N 55323 952.2A9.Ab20 OAiE OF N017CE: luly 22,201� TO: Rick Anderson COPIES: David Lind 100 Hativthame Road SQaO h�lt.Normandale turve Hopkins,h4N 553•73 Bioomingcon,1viN 55Q37 RiklOfl�me_cnm �jjlind(�?ricfilindmetals.com TYPE OF REQUEST: Conditic+nal Use Permit&Holding Tank Approval DATE OF f�AEETING: Juty 11,2016 The Orono tity Council vated on a motion to approve the request!or conditi�na9 use permit and holding tank approval p�r the resolution previously mailed to you. VOTE: f0 � 0 AGAlNST -xr Mrt�G•!i� .. ..yA ' .. .:�?r'j�y �, ,,.n.,.. .. . .. , . . ...._,.. Please�cran6e to sign tlfe origin�l resoluti8r►at th��I OCf'xes. All persons with an interest in the proPel'f�t must"sign the�resoluiion. � , CUP approti�af�s lamite�to the extent shox�n on approa•ed ptan and as noted in the approval resolutior�. Changes i�approved plans are subjed to further review by the City. A,�prova)expires one year after da;e of approval. Permits must be o6tazned no later than luly 11,2d17. If you desire certified capies of the ofticial touncil minutes,they are ava+labde from the Cicy Cierk after revievr and approval by the Ci;��CounciL Additionally,on-demand video re-play of the Counci!meeting is available on the City's website:�vww.ci.orono.mn.us. If you have quest�ons plea�e conta�i Mike Gaflron,5eniar Planraer,at m�affron�ci.orano.mn.us or 952.2•i9.A622. ------- -------- — _..__ _.. _ _ __._ —..--------_.._.�_— � , �� --- - _ _ � J COh1PAC7ED AREAS � W' t.tl' - - . . . . • . BARN � . • • • • � • • �. : lAt' . • , • , , • , • , • , • , , LtX . . . . . . . . . ,. Q - ' �� 'I.LY • •. • 7500 GAL TV40 ' . . . COMPARTMENT • - � HOLDING TANK WITM ' .. VISUAL ALARM � � j I ' • ' ' ' . ' • • •• .• • . • . • • � COMPACTEDAREAS . • . . , . , • , • , •, •, . , . , . , . I j - � • • • • . • . • • • • • . • •. ' - • • • . • . ! � , `�tf . . . . . . . . . . . . . . . i � . . . � . � . � . � . .OELi�JE;1TED N�ETI�?f17S� � . � , � � 1tY . . . . . . . 'tAY W . . . . . . . . •. • . • . • .• . • . • . • . • . • � �Q . . . . . . . . . . . . . . ' ' • • � Q �+�, I . ��(+�j 1tY TQS . . . . . . . . . ! LlY� \.V. . . . . . . � �581 . . . . . �}(y`, � . • � `�.t� � o . .. • • ' i Q Q ��? • _ Tuj) a � � � . j 4,�� .�i � co�aaa.crFo aReas • ea � - SBS ° � � � a � Q S82 a i W 1Ar i � . . ' �� . . I ' iQ ( �� d ��Eti*JEr.T£O'v'._TLA(JpS � Q �S83� � • • . -• . . - . i � . . . . . Fxv+Rm ra+ PROP£RTY IOCATiON i nereby crary uot nis a:te pa�.�.w�,.w ey m.d anc�nne uas-au�w n,.in SEPTIC CNECK �M1a.�.my t.at wc�,.:�. RiCk AnderSon & a�,o uy ss�:e E07t KEr5T0�+E RO uUU.YN sesu Dave Lind p�o)-ses-za�� ruq (J40}-9&t-2t5� DAiE Slf@ Overview r.a.:a nscn K A lkrnae i�6s+6 t� 2016 � , , 3 Soil Map—Hennepin County,Minnesota � � � � z, �� 451450 451500 451520 451540 451560 451580 4516C0 451620 4516i0 4t-59'42'�! � � u"55 a2't: � • � • � � � i N` � � r . � Q a f�� !iJ � �r � +�£ Q � a r a o � } � K � a � � �f � � C � � R u � c `r � � � � a � � � o Q o � � � c Q � � o Q +:"59'3�N � � 0.:'S4 35'h 451480 451500 45152(1 451540 4515fi0 451580 451500 451620 45164� % 3 � � � F1ap Sole:1:1,120(p�'vrted on A paUa�(8.5"x 11")shee{. ' o-�ce�s � � N p 15 30 60 90 � 7V � 0 50 100 200 300 D1ap pro;ectiar.Web MerCator Car�er mortfaiata�:1"JG5.43 Edge Oa:UTM Zaie 15N WGSSi U� Natural Resources Web Soil Survey 6l11/2016 Conservation Service Nationai Cooperative Soil Survey Page t ot 3 Soil Map—Hennepin County,Minnesota MAP LEGEND MAP INFORMATION Area of interest(AOt) � Spoil Area The soil surveyS that comprise your AOI were mapped at 1:12,000, a Area of interost(AOI) � Stony Spot Soils Warning:Soi�Map may not be valid at this scale. Very Stony Spot (� Soil Map Unit Polygons Enlargement of maps beyond the scale of mapping can cause � wet spoc misunderstanding of the detail of mapping and accuracy of soil line I .v Soil Map Unit LinPs placement.The maps do not show the small areas of contrasting p Other soils that could have been shown at a more detailed scale. � Soil M2p Unit Points .� Speciai Line Features Special Point Foatu►as Please rely on the bar scale on each map sheet for map � eiowou► Water Features measurements. �.,. Slreams and Canals � eorrow Pit Source of Map: Natural Resources Conservation Service Transportation Web Soil Survey URL: http://websoilsurvey.nres.usda.gov � Ciay Spot � Rails Coordinate System: Web Mercator(EPSG:3857) � Closed Depression � Interssaie Highways Maps from the Web Soil Survey are based on lhe Web Mercator � Gravel Pit „r, US Routes projeclion,which preserves direction and shape but distorts distance and area.A projection that preserves area,such as the ,� Gravetty Spot Major Roads Albers equal-area conic projection,should be used if more accurate f� LandGll Local Roads ca�culations of distance or area are required. � Lava Flow Backg.ound This product is generated from the USDA-NRCS certified data as of the version date(s)listed below. � Marsh or swamp . Aerial Photography Soil Survey Area: Hennepin County,Minnesota s�, nnine or Quarry Survey Area Oata: Version 11,Sep 18,2015 (7p nnisceuaneous Water Soil map units are labeled(as space allows)for map scales 1:50.000 � Perennial Water Or large�. o� Rxk outcrop Date(s)aerial images were photographed: Mar 16,2012—Apr 6, ..� SalineSpot 2��2 The orthophoto or other base map on which the soil lines were � , Sandy Spot compiled and digitized probably ditiers from the background �, Severely Eroded Spol imagery disptayed on these maps.As a result,some minor shifting of map unit boundaries may be evident. � Sinkhole 2� Slido or Slip � Sodic Spol USpn Natural Resources Web Soil Survey 6/11/2016 � Conservation Service National Cooperative Soil Survey Page 2 of 3 ' } � Soil Map—Hennepin County,Minnesota l Map Unit Legend Hennepin County,Minnesota(MN053) Map Unit Symbol Map Unit Name Acres in A01 Percent of AOI L22C2 Lester loam,6 to 10 percent 1.3 36.3% slopes,moderately eroded L24A Glencoe clay loam,0 to 1 0.2 5.4°l0 percent slopes L36A Hamel,oveRvash-Hamel 0.0 1.3% complex,0 to 3 perceni slopes L40B Angus-Kilkenny complex,2 to 6 0.9 25.0% percent slopes L132A Hamel-Glencoe compiex,0 to 2 1,2 32,p°/, percent slopes Totals for Area of Interest 3.7 100.0% � Natural Resources Web Soil Survey 6/11/2016 Conservation Service National Cooperative Soil Survey Page 3 of 3 Map Unit Description: Lester loam,6 to 10 percent siopes,moderately eroded---Hennepin ' County,Minnesota Hennepin County, Minnesota L22C2—Lester loam, 6 to 10 percent slopes, moderately eroded Map Unit Setting National map unit symbol: 2ttc4 E/evation: 690 to 1,840 feet Mean annual precipitation: 24 to 37 inches Mean annual air temperature: 43 to 52 degrees F Frost-free period: 140 to 180 days Farmland classification: Farmland of statewide importance Map Unit Composition �ester, moderate/y eroded, and similar soils: 85 percent Minor components: 15 percent Estimates are based on observations,descriptions,and transects of the mapunit. Description of Lester, Moderately Eroded Setting Landform: Ground moraines, hillslopes Landform position (two-dimensional): Summit, shoulder, backslope Landform position (three-dimensional): Interfluve, rise Down-slope shape: Convex Across-slope shape: Linear, convex Parent material: Fine-loamy till Typical profile Ap - 0 fo 6 inches: loam Bt-6 to 38 inches: clay loam C-38 to 79 inches: loam Properties and qualities Slope: 6 to 10 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmif water(Ksat): Moderately high to high(0.20 to 2.00 inlhr) Depth to water tab/e: About 47 to 63 inches Frequency of flooding: None Freguency of ponding: None Calcium carbonate, maximum in pro�le: 20 percent Satinity, maximum in profile: Nonsaline to very slightly saline(0.0 to 2.0 mmhos/cm) Available water storage in profile: High (about 10.4 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classi�cation (nonirrigated): 3e Hydrologic Soil Group: C � Natural Resources Web Soil Survey 6/11/2016 � Conservation Service National Cooperative Soil Survey Page 1 of 2 Map Unit Description:Lester loam,6 to 10 percenl slopes,moderately eroded---Hennepin � County,Minnesota • Other vegetative classification: Sloping Upland,Acid (G103XS006MN) Minor Components Storden, moderately eroded Percent of map unit: 10 percent Landform: Ground moraines La»dform position (two-dimensional): Shoulder Landform posifion (three-dimensional): Rise Down-slope shape: Convex, linear Across-slope shape: Convex, linear Le sueur Percent of map unit: 3 percent Landform: Ground moraines, hiilsiopes Landform position (two-dimensional): Summit Landform posifion(three-dimensional): Interfluve, talf Down-slope shape: Convex, linear Across-slope shape: Linear Hamet Percent of map unit: 2 percent Landform: Ground moraines Landform position (three-dimensional): Dip Down-slope shape: Concave, linear � Across-slope shape: Linear, concave Data Source Information Soil Survey Area: Hennepin County, Minnesota Survey Area Data: Version 11, Sep 18, 2015 u�Dn Natural Resources Web Soil Survey 6/11/2016 � Conservation Service National Cooperative Soil Survey Page 2 of 2 fvlap Unit Description:Hamel-Glencoe complex,0 to 2 percent slopes---Hennepin County, . Minnesota Hennepin County, Minnesota L132A—Hamel-Glencoe complex, 0 to 2 percent slopes Map Unit Setting National map unit symbol: 2tsk3 Elevation: 690 to 1,840 feet Mean annual precipitafion: 24 to 37 inches Mean annual air temperature: 43 to 52 degrees F Frost-free period: 140 to 180 days Farmland classification: Prime farmland if drained � Map Unit Composition Hamel and similar soils: 55 percent G/encoe and similar soils: 35 percent Minor components: 10 percent Estimates are based on observations, descriptions,and transects of the mapunit. Description of Hamel Setting Landform: Ground moraines Landform position (three-dimensional): Dip Down-slope shape: Concave, linear Across-slope shape: Linear, concave Parent material: Fine-loamy colluvium over loamy till Typical profile Ap-0 fo 10 inches: loam A- 10 to 24 inches: loam Btg-24 to 46 inches: clay loam Cg-46 to 79 inches: clay loam Properties and qualities S/ope: 0 to 2 percent Depth fo restrictive feature: More than 80 inches • Natura/drainage c/ass: Poorly drained Capacity of the most limiting layer to transmit water(Ksat): Moderately high to high (0.20 to 2.00 in/hr) Depth to water table: About 0 to 8 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 20 percent Salinity, maximum in profile: Nonsaline to very slightly saline(0.0 to 2.0 mmhos/cm) Available water storage in profile: High (about 10.9 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2w Hydrologic Soil Group: C/D � Natural Resources Web Soil Survey 6/1112016 Conservation Service National Cooperative Soil Survey Page 1 of 3 Map Unit Description:Hamel-Glencoe complex,0 to 2 percent slopes---Hennepin Couniy. � � Minnesota � Other vegetative classification: �evel Swale, Neutral (G103XS001 MN) Description of Glencoe Setting Landform: Depressions Down-slope shape: Concave Across-slope shape: Concave - Parent material: Local alluvium over loamy tili Typical profile Ap-0 to 9 inches: ciay loam A -9 to 39 inches: clay loam Bg-39 to 50 inches: ciay loam Cg-50 to 79 inches: clay loam Properties and qualities Slope: 0 to 1 percent Depth to restrictive feature: More than 80 inches Natura!drainage class: Very poorly drained Capacity of the most limiting layer to transmit water(Ksat): Moderately low to high (0.06 to 2.00 in/hr) Depth to water tab/e: About 0 to 6 inches Frequency of fJooding: None Frequency of ponding: Occasional Calcium carbonate, maximum in profile: 20 percent Salinity, maximum in profile: Nonsaline to very slightly saline(0.0 to 2.0 mmhos/cm) Available water storage in profife: High (about 11.0 inches) Interpretive g�oups Land capability.classification (irrigated): None specified Land capability classification (nonirrigated): 3w Hydrologic Soil Group: C/D Ecological sife: Pothole Marsh (R103XY002MN) Other vegetative classification: Ponded if Not Drained (G103XS013MN) Minor Components Terri I Percent of map unit: 10 percent Landform: Ground moraines Landform position (two-dimensional): Footslope, toeslope Landform position (three-dimensional): Dip Down-slope shape: Concave Across-slope shape: Linear � Natural Resources Web Soil Survey 6/11/2016 Conservation Service National Cooperative Soil Survey Page 2 of 3 ANap l�nii Description:Hamel-Glencoe complex,0 to 2 percent slopes---Hennepin County, . blinnesota Other vegetative classification: Sloping Upiand, Neutral (G103XS002MN) Data Source Information Soi1 Survey Area: Hennepin County, Minnesota Survey Area Data: Version 11, Sep 18, 2015 � Natural Resources Web Soil Survey 6/11/2016 Conservation Service National Cooperative Soil Survey Page 3 of 3 Map Unit Description;Angus-Kilkenny complex,2 to 6 percent slopes---Hennepin County, • � Minnesota ' � Hennepin County, Minnesota L40B—Angus-Kilkenny complex, 2 to 6 percent slopes Map Unit Setting Nationai map unit symbol: h641 Mean annual precipitation: 23 to 35 inches Mean annual air temperature: 43 to 50 degrees F Frost-free period: 124 to 200 days Farmland classification: Ali areas are prime farmland Map Unit Composition Angus and similar soils: 45 percent Kilkenny and similar soils: 40 percent Minor components: 15 percent Estimates are based on observations, descriptions,and transects of the mapunit. � Description of Angus Setting Landform: Hills on moraines Landform position (two-dimensional): Backslope Down-slope shape: Linear Across-slope shape: Linear Parent material: Till Typical profile Ap-0 to 8 inches: loam Bt-8 to 35 inches: clay loam BC-35 to 40 inches: clay loam C-40 to 80 inches: loam Properties and qualities Slope: 2 to 5 percent Depth to restrictive feature: More than 80 inches Natural drainage class: Well drained Capacity of the most limiting layer to transmit water(KsatJ: Moderately high to high(0.60 to 2.00 inlhr) Depth to water tab/e: About 43 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in profile: 20 percent Gypsum, maximum in profile: 1 percent Available water storage in profile: High (about 10.5 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2e Hydrologic Soil Group: B Ofher vegetative classification: Sloping Upland,Acid (G 103XS006MN) I�SDA Natural Resources Web Soil Survey 6l11/2016 � Conservation Service National Cooperative Soil Survey Page 1 of 3 biap ltnit Description:Angus-Kilkenny complex,2 to 6 percent slopes---Hennepin County, • Minnesota Description of Kilkenny Setting Landform: Hills on moraines Landform position (two-dimensional): Summit Down-slope shape: Convex Across-slope shape: Linear Parent maferial: Glaciofluvial sediments and reworked ti11 over till Typical profile Ap-0 to 11 inches: clay loam Bt- 11 to 35 inches: clay loam 28k,2C-35 to 80 inches: loam � Properties and qualities Slope: 2 to 6 percent Depth to restrictive feature: More than 80 inches Natural drainage c/ass: Moderately well drained Capacity of the most limiting layer to transmit water(Ksat): Moderately high (0.20 to 0.60 inlhr) Depth to water fable: About 20 inches Frequency of flooding: None Frequency of ponding: None Calcium carbonate, maximum in pro�le: 20 percent Gypsum, maximum in profile: 1 percent Available water storage in profile: High (about 10.3 inches) Interpretive groups Land capability classification (irrigated): None specified Land capability classification (nonirrigated): 2e Hydrologic Soil Group: C/D Other vegetative classification: Sloping Upland,Acid (G 103XS006MN) Minor Components Lerdal Percent of map unit: 10 percent Landform: Moraines Down-slope shape: Linear Across-slope shape: Linear Other vegetative classi�cation: Level Swale,Acid(G103XS005MN) Mazaska Percent of map unit: 5 percent Landform: Swales on moraines Down-slope shape: Concave Across-slope shape: Linear U�SD_A_ Natural Resources Web Soil Survey 6/11/2016 Conservation Service National Cooperative Soi�Survey Page 2 of 3 Map Unit Description:Angus-Kilkenny complex,2 to 6 percent slopes---Hennepin County, ' Minnesota � Other vegetative classi�cation: Level Swale,Acid (G103XS005MN) Data Source Information Soil Survey Area: Hennepin County, Minnesota Survey Area Data: Version 11, Sep 18, 2015 US�DA, Natural Resources Web Soil Survey 6/11l2016 � Conservatlon Service National Cooperative Soil Survey Page 3 of 3 UNI�ERSITY �� " OF MINNESOTA OSTP Soi( Observation Log pro'ect ID: � �� J 03.19.15 �� _ Client/ Address: Rick Anderson Legal Description/ GPS: Soil parent material(s): (Check atl that apply) ❑ oucwasn❑ LaCustrine ❑ �oess Q ru ❑ �uiuv�um ❑ eedrocx � Orgdnic Matter Landscape Position: (check one) � Summit ❑ Shouider Q &�ck/Side Siope ❑ Foot Slope❑ roe Slope Slope shape Vegetation Grass/wooded Soil survey map units Slope� Elevation: Weather Conditions/Time of Day: Sunny- 2pm Date 06/08/16 Observation #/Location: S61 Observation Type: Auger Depth (in) Texture Rock �trix Color(s) Mottle Color(s) Redox Kind(s) Indicator(s) �"""'""'Structure-----------I Frag. % Shape Grade Consistence 0-17 Loam <35% 10YR 2/1 Granular Strong Friable 17-22 Cla loam <35% 10YR 2/2 Concentrations, y depletions S1 Blocky Strong Firm Comments Redox present in the topsoit at 17" I hereby certify that I have completed this work in accordance with all appli able ordinances, rules and laws. Travis Johnson 2624 6/11/2016 (Designer/Inspector) ( gnature) (License#) (Date) 1h�v��r�.�-\li+�w��w ^1�. Additionat Soi l Observation Logs ONti1Tte �� rJC:W/�C:f. � TIiL/1TMI:NT �roject ID: P,2��:.:�M �,��`'� � Ctient/ Address: Rick Anderson Legal Description/ GPS: Soil parent materiat(s): (Check all that appty) ❑ oucwasn❑ Lacustrine ❑ �oess Q✓ Till [] Aituvium [] Bedrak ❑ Organic Matter Landscape Position: (check one) � Summ�t � snou�der � eack/Side stope ❑ Foot s�ope ❑ Toe s�op�lope shape Vegetation Grass/wooded Soil survey map units Slope� Etevation: Weather Conditions/Time of Day: Sunny - 2pm Date 06/08/16 Observation#/Location: SB 2 Observation Type: Auger , Depth (in) Texture Rock Matrix Color(s) Mottle Color(s) Redox Kind(s) Indicator(s) �""'""""Structure-----------I Frag. % Shape Grade Consistence 0-6 Ctay Loam <35� 10YR 3/1 Granular Strong Friable 6-12 Clay Loam <35% 10YR 3/2 Concentrations S1 Blocky Strong Firm Comments �oncentrations at 10" Observation #/Location: SB3 Observation Type: Auger Depth (in) Texture R��k Matrix Color(s) Mottle Color(s) Redox Kind(s) Indicator(s) I--------Structure-----------I Frag. � Shape Grade Consistence 0-6 Clay Loam �35� 10YR 3/2 Granular Strong Friable b-12 Clay Loam <35q 10YR 4/3 Concentrations 51 Blocky Strong Firm Comments �oncentrations at 9" .� /.�-►n- � ,. ' '' = ' �,.�-�'f«.jt'f1��( i Shipping Tkt No: 16-483 BROWN-WILBERT TANK INSTALLATION 1NSTRUCTIONS SITE CONDITIONS 'The site must be accessible to large heavy trucks. Be free of items like trees,stumps,overhead wires and buildings that could interfere with delivery or installation. The trucks must be able to within three to six feet of placement excavation. EXCAVATION Excavation should be approximately 12"minimum larger than tank size to allow for adequate back fill;this may vary with soil conditions. Excavation shall have a level bottom so the weight bears on the outside walls of the tank. BEDDING Proper use of bedding materials is important to ensure service life of the tank structure. Bedding must be capable of bearing the weight of the tank. Bedding material shall have the ability of]00%to be able to pass through a'/4"screen. Bedding thickness shall be 4"minimum compacted (thickness may vary with existing soil conditions). JOINT SEAL Joint surfaces must be clean and proper placement of sealant according to manufactures recommendations. WATER TABLE Tanks being placed where water levels can potentially be higher than the elevation of the tank cover must be brought to the attention of Brown- Wilbert,Inc. Either an altemate location should be considered or a waterproof coating applied to tank. BACKFILL MATERIAL Sidewalls of tanks require dry backfill materials that have the ability of 100%to be able to pass through a 2"screen and have a minimum of 12"on all sides from bottom to top of tank. Backfill material shall be placed in a manner to avoid impact loads on the sidewall of tank. COVER MATERIAL Cover material shall be dry soil,sand or gravel and have the ability of 100%to be able to pass through a 4"screen. Cover material shall be mounded over tank and around risers to direct run-off away from both. INLET&OUTLET FiNAL,jVSPECTION Pip.,not ta eaceed 1"pasi ir.tericr v.�a?1 of tank where a baffle is used. ��Passed BURIAL DEPTH ❑ failed Tanks not to exceed the maximum burial depth of each model's specifications. Model#: 1500 2C Liquid Capacity: 1005/504 Max.Burial Depth: 7 FT Qty: 1 Date of Mfg:(i-�7 ry(e Model#: Liquid Capacity: Max.Burial Depth: Qty: Date of Mfg: Model#: Liquid Capacity: Max.Burial Depth: Qty: Date of Mfg: Customer: Septic Check,Inc. Date&Time to Deliver: 7/27/2016 10:00 Delivery Address: Tanks 3585 6 AVE NORTH ORONO t Sent Item Returned t 1 1500 2C a`, > .` � Directions: All other Supplies T � t Sent SUPPLIES Retur ed t v � 1 PUMP-PAD V � �` 6 RISER lfT � fO�'�+ 3 RISER 2FT V•' O ..J ��Y a T ' � � � m ° v � � � v � � � _ z o o � ,� ,....� ...,. �,��., ' Additionat Soil Observation Logs �"w��`� � � T�t� n7 nnrN r Project ID: ��:�..:��,�� J��,,. . J Client/ Address: Rick Anderson Legal Description/ GPS: � Soil parent material(s): (Check all that appty) ❑ oucwasn ❑ Lacus[Mne ❑ �cess � rn ❑ aiuv�um ❑ eedrock ❑ Organic Matter Landscape Position: (check one) � Summit Q shouider Q Back/Side Slope ❑ Foot Slope ❑ Toe Sio��shape Vegetation Grass/Wooded Soil survey map units Slope9� Elevation: Weather Conditions/Time of Day: Sunny - 2 pm Date 06/08/16 Observation #/Location: SB 4 Observation Type: Auger Depth (in) Texture Rock Matrix Color(s) Mottle Color(s) Redox Kind(s) I�dicator(s) �""""Structure-----------I Frag. q Shape Grade Co�sistence 0-13 Loam <35% 10YR 3/1 Granular Strong Friable 13-26 Silt <35� 10YR 3/1 Concentrations, S1 Granular Strong Firm depletions Comments Redox at 26"in the topsoil Observation #/Location: SBS Observation Type: Au er S Depth (in) Texture Rock Matrix Color(s) Mottte Color(s) Redox Kind(s) indicator(s) �""""" Structure-----------I Frag. % Shape Grade Consistence 0-5 Clay Loam <35% 10YR 3/1 Blocky Strong Firm 5-13 Clay Loam <35% 10YR 3/2 Concentrations S1 Blocky Strong Firm Comments Redox at 6" ; . ',, �� ;; ;i�, r�� 'r l_i i��-►_;_ Esti m ate � � •�- EX PERT SERV7CE,LASTING VALUE A Division of WEX Comparoes,Inc. D8t@ Estimate# 6074 Keystone Road Milaca MN 56353 1-888-983-2447 4/25/2016 2732 Name!Address Ship To Rick Anderson Rick Anderson 100 Hawthorne Road 3585 County Road 6 Hopkins MN 55343 Orono,MN 55356 Salesman Trav P.O. No. Description Cost Qty Total Residential Installation to include: install a 1500 gallon 5,860.00 5,860.00 combination septic tank,risers and lids to grade,install a bobber alarm float,pipe and parts, machine time and labor, final grade,rake and seed. Terms: 50%down, balance due upon completion. Prices 0.00 � 0.00 valid up to 30 days from estimate date. Accepted by: 0.00 0.00 Date: Please sign and return A 1-1/2%service charge will be applied to balances due after 30 days. SubtOtal $5,860.00 We accept VISA, Mastercard and Discover Sales Tax (0.00) $o.00 Credit Card payments up to$3,000. www.SeoticCheck.com Phone# 320-983-2447 Fax# 320-983-2151 Total $5,860.00 � � �- J �f D E TIME t�ITY OF ORONO CALLED IN /�" � 7NSPECTION N�T CE SCHEDULED � -� ' � PERMIT NO. � 87 OMPL€TED ADDRESS 3S�S� C�� OWNER TEL PHONE N0:3�0-4�3'��-7 CONTRACTO C— `� . �. DESCRIPTION � t~y ❑ FOOTING ❑ DEMO- INA ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBI ❑ 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 _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL � ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 01MNERICONTRACTOR TO MEET YOU:_YES_NO c�.� COMMENT'� ��l-6��d�0 r+mw� � cv,'l��v�zL � � 0 � � v �G�f � � � 0 � r�'� C(��/� Q - � W W � j W KSATISFACTORY:PROCEED O PROJECT COMPLEfE � ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REtNSPECTION TEMPORARY V BEFORECONERING PERMANENT O CORRECT UNSAFE CANDITiON WITHIN HOURS. ❑p�.{OTO TAKEN INSPECTjJR 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 O on site• Inspector: ite CopyAnspecto�'s Fila Cenary CopylSife Notfee