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Home My WebLink About2016-01206 - new septic CITY OF ORONO * 2 0 1 6 — fd 1 2 0 6 * � ' 2750 KELLEY PARKWAY DATE ISSUED: 10/03/2016 ORONO,MN 55356- (952)249-4600 FAX: (952 249-4616 ADDRESS : 4325 LAKEVIEW CT PIN : 06-117-23-43-0016 LEGAL DESC : LAKEVIEW OF ORONO : LOT 2 BLOCK 3 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : SEPTIC(NEW OR REPLACEMENT) ACTNITY : SEPTIC(MOUND) NOTE: NEW MOUND SEPTIC SYSTEM (30 PRECAST CONCRETE TANKS EACH 1300 GALLONS 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 Source Land Development Inc. 18215 45TH AVE N STE D PLYMOUTH,MN 55446- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed acwrding to the approved plans and specifications,applicable City approvals,and the State Building Code. This pertttit is for oniy the work described and does not grant permission for additional or related work which requires sepazate 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 aze requested in conformance with the State Building Code.This permit may be revoked at any time for due cause. ` ,�!/!.�'�/� / � � �� ap �// /�� /V � r plicant Permitee Sigr►ature Date Iss ed B,� ignature Date ��v . . ,�� city of orono REC�IV�D FOR CITY USE ONLY � ��N� P P.O.Box 66 �,�Q'� 0 2750 Kelley Parkway SEP 2 6 2016 Date Received: ,, Crystal Bay,MN 55323 Permit# �~' � Z,� �'� Phone:(952)249-4600 �° '� " ��krsHoa� Fax: (952)249-4616 Approvec!By:; � CITY OF ORONO Amount$: CITY OF ORONO-SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) Site Address: �-t J �� ' �� ' Owner: ��✓`�n �� MailingAddress: City: Zip: Home Phone: Alternate Phone: Contractor/A : G�, -�S s�5 Contact Person: V� PP �— Address: State License #: ___�(o `�0 City: Zip: Expiration Date: Z1'J( Phone: �'��,�,_-�7 � �7.6 Z� Alternate Phone: ��Z- �� 1 �1 �Residential ❑ Commercial ❑ Other Tanks: �Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other: Number of Tanks: 3 Size of Tanks: �, C�U �� I � G L� Type of Activity: ❑ Trenches 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 � �Y�r,.:-.� r ;5 i#`� �� 0 � �v '� � � � � ;'.y�'* �•. � 'A��4A � �, � ;; x . �� *'.�ia�=w.k�, +�,,, —'_•', +�. � �,� �„r�,. ,&,� �� New r Replacement System $400.00 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 d rrect. Signature of Applicant � Date: �'�� z� �� MPCA License No.: L j0 �f� Staff Review: � pt enied Reviewer: � Date: ` 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 �}� �C�� ?HtS SYSTEM IS DESIGNED�OR Z"l ZSO� s� f�G .��EOROOMS. ANY INCREAS�iN NUMBfR OF BEDROOMS INVALiDATES THlS DESIGN. 1 ��,,"n �°v�� Joseph Qlson D.B.A. 3� _ �p� Rusty C)ison's--Soil and Percolatian Testing Jaseph J. Olsan--vIPCA License#810 �,j� — �'�� 11�181 Riti erview Rd. NE, Hanover, :NN 353�t 1 (763) �9$-8779 Fax (fi63) �98-8290 (�� i�C �a�� April I8.20 t 6 Source Land Capitat Lo�-24-$��..i,akevie�v--of prono �� `Q,e V +�GW �°"� Orono. Hennepin Count} ' This on-site Sewage Treatnient System is designed for a T}pe l,five bedroon�home in accordane��vith the Minnesota Pollution Controt Agency Chapter 7Q80 and local ordinances. The periodically satarated soi{s were located at 33-22 inches tmottlzd soilj. Due to the periodically saturated soils,a pressurized mound system wich 6 inches of roek will need to be installed to treat the septic eftluent. The bottom of th�trzatment area must be located at least 3'above the saturated soils. This svstem is designed with 6 inches of rock. � The soi(s at a depth of 12"have a perco(ation rate averagin� lQ 1VIP1. All tanks need to be insulated if there is less ihan two feet of cover over the top af the tanks. Clean outs must be instaUed on the end af the laterals for maintenance. Use 7'32 inch perforations on the laterais. A 1300�atlon pumping chamb�r 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 pumpin�ctiamber in a��zatherproof enciasure. A�ti�arnin�device must be installed�vith li�ht and sound d�vices;this is in case of a pump failure. The manifotd and suppl}�line must have back drainage to the pumping chamber. Keeo alf heavv equipmeot off of the pronosed treatment areas before dwrine and after construction The area around both s�tes must be€enced off b�the e ntraetor before an coostruction b ins. With proper instalfation and maintenance,this s�stem should have no problem in treatin��septic e�luent effectively. Nothing other than gray water.(laundry.showers,etc.?Human water and toilet tissue should be disposed of into the septic tanks.Garba�e clisposals ace not reeommended.Additives must not be used they may cause harmfiul dama�e to your septic system. h is recommended that you pump the septic tanks every• two years. Sincerely�, Joseph 1.O{son --,.�,._,� CITY OF ORONO SEPTIC PE IT PLAN�+�c� INSPF•,CTOR l�� AATE � PERMIT NO.�� '�� 06 nrrRovrn ns s�t��Tre� APPRO��T:D WITH CORRECTfO1QS AS NO'CED NOT APPROVEU-C(IRREC'f&RESGB�tIT Thcsc commcnts arc f'or your informaticm. All work shatl bc done in fidl compliance�vith all upplicxb�e scptic and zoning cude. Rrquirements including items nm specif�ically notod in this teview. KBLP THIS PLAN SF'C Oh StTE AT ALL TIMG5 , . _ , . � .t.i�F�... .. W�s�• �� . :: � ., . . , � ,�;�'�° ` ,, � -� . ��*� �, ,y � � �� \\ , . �� , __- __ �- --- -�o ..s` �`,� � \ � � �.,. '` �1 � � .. �� `+�eb � _` � �p. � � ` �� \ ---� \ 0 '6 ' ' ✓ �a( ty�p !�� ' y ' , �. \ s ' �� ' �/ 1. G � � .�' (9E1.7i �. � \~ �� '. � `t \ ' ' i ..� ��r ��wf 8�,¢ t9n3� '�� \\\�� \}' �/ \ i e ` t�} f 3 y 915� � / / .� � \ Ja�� ` • �� / t J/�. i ' � � Q�1y � / \ `, f \\ � � '� �� t�'iX /Qo � /i ( � � � ` • �aa �, � � ` � \ Q `� � '�`' ,o �' a I � '. '° � q / ! ' 1 � � � e : � � �'f_'�-`��s \� � / /��e� -" '� i'� b\ � � � �4�°�� n� � � < <, � � ` * � w � �, ` , � r ��, \; , I ,, � � v J � �, i ' � f-� ,;"s O � ,�' � p serboue r CUv7-, �� `�� , \ � � � � / �. �{ � � � t L-- -�- — . / � '--corrs.rwGa+ Umrt � � � . �-� -.� /� / � C�, �.,.��_ � � 1 � •` —�` ` ' i t��// __ . ? i \�•�Z!� , � � ' -�' '\ , �, o a i ---- " ` �• i '�� \ 1 � . , '�'} ' f�/� , .a anays�uraa eo.sement er-�' Zc . . �'�`�'' -�` �-� �- ,.... -.-� `� �� e' th�,�/ot of LAK£H£W AF CYRCNO �� `�� . � � � `•` � ' N \ P ' � �--=�-Drolnoqe 8 Utd'itr Eosemsnt per-t� . � . \ � tbs p/ot ol[AKENEW qF pppy0 �'� i1 � �r 9 � \ ro, I�,.r� v` ! \� 1 �� 4.�-�`"".i � s+. �\� � �� t"- „"�2 � \ � \\ �� 9� \\ ` � ; � j . '� ..�__ ` � -y ' � \ r �� _ � ` �'3 � � f �vn ie , + � � \\� . ' -, 1�y�'�� / / j/_ ALTERNA:IYE"� '� � � / � � � /�,. � �i� \�` \J �1'1 / � �� 1 r—,— � � - "� ��. � " � r '� \ � � ; ; � � � �'R►�� '� , ._,� i,.-, .�v �"� � '�:��" � • � `�.�.��_ �,, --� � ;�;� ��;a!� 1 � \ �� ,\\ � 4i� '/ ' '��5�O� � y � `\\ _'-. �� Q�� \ ..�—.� � 1. � ` t � �w / . ......_. . ..- � � � •` �� ''4} ! ` G / � ,. ♦ . / � � � .. . � � .s� G � . ...... \ �-, � / � � �' ,'� '�� ; _ , / �� v ,-' �`y` ef?�"�' � / . � � ,, . '�a� / � ,' ' � � � / �� / � � � . ' , . Jaseph Olson I�.B..�►„ Rusty Ulson's--Soil and Fercolation Testing Joseph J.OLson--MPeA L�+eense#810 11481 Riverview Rd.NE,H$�tover,Mi�i 5g341 (763)498-8774 Faz(?G3)498-8290 April t8.2016 �� Source Land Capital Loi�-Bdeek�-i,akevEow-of�rono 5/3 ze� C.�c !�-�V ��GLJ C,,.'f' Orono,Hennepin County � ' This on-site Sewage Treatment System is d�esign�d for a Type 1,five bedroam home in accordance with the Minnesota Potlution Control Agency Chapter 7080 and tocal ordinances. The periodicalty saturated soits were iacated at I2-22 inches(mottled soii}. �e ta the periodicaily satvrated soils,a pressurized mound system with b inches af rock will neecf to be insta!!ed to treat the septic eftiuent.The bottom of tfie tceat�ment area must be located at least 3'abave the saiurated soils.This system is designecl with 6 inehes of rock. The sails at a depth vf 1?"have a percolation rate averaging 10 MPt. Ali tanks need to be insutated if there is less than two feet of cover over the top of the tanks.Clean outs mast be installed an the end of the laterals for maintenance. Use�/32 inch perforations on the iaterals. A 1300 gailan pumping chamber will need to be instailed to tift the efEluent tn the treatment area.The pawer suppiy and Switches must be locateci outside che manhole and pumping chamber in a weatherproof enclosure.A warning device must be instalted with tig#ct and sound devices;this is in case of a pump failure.The manifold ancf suppty line must have baek drainage to the pumping chamber. Keeu a116esvv eaui�teot otf ot ing�rir�+p,Q�tFg�tment aress before dnr;�g and sfter eanstruct�on The ares around bot6 s��m�!ar c,�f.•..��v the coetrac*�r�fore anv coastruction be�ins With proper installation and maintenance,this system should have no problem in treating septic ePfluent effectively.Nothing other tFtan gray water,(laundcy,showers,etc.)Human water and toilet tissue should be disposed of into the septic tanks.Garbage disposals are not recommended.Additives must not be e�sed they may cause harmful damage ta your septic system. h is recommended that you pump the septic tanks every two years. Sincerety, —'�'� a Joseph J.Olso�n�"""-�--�4 r.r...�..�.. caor�r �' _ ;' � ,� �� ' \ 1„P //jr�`�- � j�� ` \ ' �r �. ��, --_. � , , - , , � ' _ '� -� _...��,�. , ~� �'. c f ~� ��t�~ `�� ` �' � � � 47,(�� ' _,_„ tQ � /.' � � $ J { �, � ��, -Tg . , �� ; � � -� ,�r � " ``� � `� a f � � �� "�".� � _ �,,''�, , � ,' � / �� F, `�� , `e / �� ',�l � (sneJ � �I ' 1 , ! ` . �.�� S � A�i�}� � l '' � � ,' ' , �� ,\/ � rJr t^` � � � � 1 � � � ,:.'X ,/°@�� t'f� j \�"� ! � .� � ( A �� 9�� q / , / �� / � �a\ � \ ,� / � �� t � �...�. 70.� ' � / � l� 2 `� � ( �{� 1�i \ � 't► � � 4f � �\ +. � / � i 't \ t f � � . . � ��. . \ ,\ + `i r �� ,�� V � / �'`` / ��.. '.'t � \, i 1 � $IZbOC� ��' . � �♦ / \` � `\ x ` ` o i� // // /'� . ', �i� � � � ._..- � 3�+ / � "�tion Lirtt# rj � �� . l. L". �l- /'� /� • i \� :--:�.,,�� i � / � � - �" ----� � i� 't � � , , Y � r— �� ,-, J ✓ � � � � —__ ' � � ! 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N�� ,,,„�,�„ OSTP Design Summary Worksheet UNIVSRSITY �Q^��y OFIVIINNESOTA -��, PrW�e►'t1+OwrrterKlient: So�rce Land Capitat Projen Ip:��v�.f2.13 Site Address: lakevfe�r Gotf Cotust Lat 2,�3 Primary Si#e Date: 4/18/16 1. �ESIGN Fi.S)W AND TANI(S k. Uesiqn flaw: �Gatlons Per paY(GPO► Note: The esNmoted des►gn jtow is considered Q peQk ftow rote B. Septic Tanks: ��din4°�tY Ioctar.For lortg term performarrce,tl�cn�eraye dnfly�ow 1s recarnmended to be<G0�of[hts wudue. Minim�ar►Code Required Septic Tardc CaP�tY. Z250 Galions.in �Tanks or Compart+�r►ts Recommended Septic Tar�k CaP��Y�� Galta�.in �Tanks or Ganpartments ftftuent5creevr.� Alam►:�N�� C. Heldi►�g Tanks Unly: M9nimum Code Required CapacitY��GatlaFs,tn �]Tanks Des�tier Recommended CapatitY.�Gallons�in �Tanks Type o!Hig#►level Atarr�t:� -� D.Pump Tank f CapaKity(Code Mfnimum):�GaUo� Pump Task 2 CapacttY(Code Minim�uni: ��Galtons Pump 7'unk t Capac�ty(Designer Reci. ��Gatta�ns Pfartp Tm�Jc 2 Capacity(Desk,y�er Rec); (��Gattons �--.��.._J Dump/ 36.0 GPM Total Head 33.8 ft PumP Z�l�GPM T�al Head �K S�Y AA�Dia. 2.00 in Dose Vct�ne:��8a� $upptY Pip�pi�-�'�i in Dose Yotume:�]ge� _.,J 2. SYSTEM TYPE Tvae ar so�r.�trnau ana oispdsal aw� r a Di�on» p�ra,d, p e�a �►vouw � �7 c�r�y o�a+a,� �w��o�-�,d Q R�oka�uw,�u,� O�v O Hoiang ramc O�cruk •Selattion Requireet Benchrtwrk Etevation: sea:tevet ft Benchtnark locatfon: r Set by E.V.S.l System T�rpe Type of Distribution Media: ��YA�� ❑TYPe Ii ❑TYPe 111 �Type IY 0 Typ�e Y 0�� Q Re�s�r�Tr�dneM P�a: 3. SITE EYAlUA710N: A. Qepth to LimitinS LaYer. t4 in 1.2 ft 6. Measured land Slqx 45: 6A � C. Etevation of Limiting l,ayer: D. Soil TeM.�xue: Loam � E. loc.of Restrkive Etevatia�: F. Soil Hyd•l.oadi�S Rate: 0.45 GPD/ftZ G. Minimum Required Separatfon: 36 in 3.0 ft H. Perc Rate: 10.0 MPI f. Code AAaximwn Oepth of System:��in Comments: 4• DESIGN SUA�AIARY Tr«�r�� DisP�al Ared��ft� Sidev�ta{i Oepth�� Trenth Width��n Tota[tir�al FeeE��ft Wumber of TrenchesU ��m�Trench�pth � Caniour toading Rate��n �(�. Desig�e�'s Max Trench Depth�---.�.Jfn Bed D�sign Sumrnary ��ft� Media Betow Pipe�ln Code Maximum Bed DePth�in Bed 1NWth�n g�,y��ft Qesignefs AAax Bed Depth��in , � � Mi�„�,,, aSTP Design Summary VYorksheet UNIVERSITY - ��'�'��Y OF A+IINNESOTA �••,� Mound Desi��S�anmauy AbaorPtio�►Area 625A fc' Bed Lensu+ 63.0 ft Bed wtdeh t0.0 ft Absorptfwn Width 12.0 ft Clean Sand titt 1.8 ft Becm Width t0-4%)��ft UPstope Berm 1Nidth 11.0 ft Dovrnstape Berrr�Widtt► 21.0 fit Enclslope Berm Width f2.Q it Tata[System Lerigth 87.0 ft TotalSystem Wxtih 4ZA ft Contour t,oading Rate 12.0 gal/R At-Cuad�Desigrr SumntsrY �Pn�Bed VYfdth��ft A6sorDponBed length�n System H'�iSht�_�R Contau Loadirnj ttate�g${Ift UPslope Berm Width�� Dovmslope Berm Width��ft Endstope Berrr►Wfdthr_�ft Systern LengtM��{� System Width�ft tevel B Equai Pnsssure�wpu�y No.of Perforated Laterals� Pertoratiort Spncin8��ft Perfaation Diameter 7l3Z in Laterat Diameter 2.00 in Min.Oetivered Yolwne��ga! Maximum Qelivered Votwne 1$S gat i�lOn-tewl and Uc�equat Rr�aure pl�eibutlon Sw�mary Etevacton Pipe votume Pipe le�gth Perfaacion sfze (n1 Pipe Size�in) tS�llft) (ftl pn� SPacf+�S(ft) SPaci�4(i�! L8ter8l 1 Minsmum peti►rered Vatume Laterat 2 �-.�Jgat Eaterat 3 i.dEerel 4 Maximwn Detivered Votume laterat 5 �J�t laterdl 6 5. Additiona{tMo for 1'ypQ iVlPret►eatenent pesi� A. Cvlculate the arg�anic laadht�usiny c�ptian t w 2 f• ��<<O�nB ��+�+ds of�D'X Units �_.ltbs/day X � � (�tb580D/day �_�__rJ 2. �rganic Laadfng to Pretrevtment Unit =Des►�Ftew X Esiirrated BOp in r�lt in the effluent X 8.35 t t,000,0pp ��4Pd X �n�/L x 8.35 4 t,Q00.000= ��lt�s BOD/day B. Type of pretrea{,�t Unit Being Ir�statteQ: �. Galculate Sof(Treamrent Sys[tm Qrgonic Loodtreg: lbs.BpD/doy+Bottom Area =tbs/day/ftt lbslday+ ��. �tbs/day/ft2 Ccme�ets/Special Desi;n Consideratbns: i hereb�+certffy that 1 have canpteted tbis wortc in xc.orda�xe witt►att appttcable ord4nances,rutes and laws. ��Ph.►Olson 8t0 04l18/16 (Desi ) (5-�ature) tltcense k) (Date) ��"` OSTP l�tound Des� n , . �� v M�� UNI ERSITY �d�Y VI/orksheet �1% Stope dF MINI�TE�OTA ' �;,,�.;,,, L SYSTEM S1ZiNG: Project tD: v Ob.12.13 A. t)es;gn Ftow: 75o GPD Tl�l�E fX►a B. Soi[loading Rate: 0.45 GPDlft2 �o w►�s fae o�rpa��wu eor�r�erria��. A1D�1�►f�lt R�tTiEBS U�i P�►TION T�TS C. Depth to Limiting Condition: 1 Z ft � �'"'� �' � ""°M'"oA"a�' "°'°'w°" � 'Y�°�pY"' Me�we D. Percent Land Stope: 6.0 % � �,,,, � � � E. DesTgn AAedia Loading Rate: 1.2 �i �� GPD/ft� �, _ . � � F. Mound Abwrptiot►Ratio: 2.b0 0'�s +.s � t.s � �w �ry,es«,e o.s 2 � 1.s ��16 RA�S.` td tS 0.78 1.6 1 t.t � '�' T�tiFp-dOPIMid t�OtlF 4e m 30 0.i II o.78 2 P+l�+t Nib � � lO�d�l� t ro 40 Q.S 2.4 0.78 2 '' i�lpC �6 ec AD O.�Ii �.8 O.i 2.� ��nP� 1.0. i.3,2.4.2.d.2.6 s12 �oo tzo . 6 O.a s.1 . �,so . _ 6�-�zo� � s.o s�� • "SYstems with these vatues are not Type t syscems. z yta mpa' >�.o• �a. Contour Laading Rate(tinear toadfn�rate)is a recommended va(ue. 2. DISPERSAL MEQIq StZING A. Calcutate Dispena!BerJ Area: �sign Ftow�Design Media loading Rate=ftz 750 GPO � f.2 GPD/ft2 = 625 ft2 tf a larger dispersel media area is desired,enter size:��ft� B. Ertter Dispersat Bed Wtdth: 10.Q ft Car�nvt exceed f0 feet C. Calcukate Contaur Loading Rate; ged yVidth X pesi�n Media Loadirr�Rate �� ft= X 1.2 �pp�ft2 s 12,0 ga!/ft Can not exceed Tabte t D. Catculate Minimum Dispersat 8ed LengLh; pispersa�gec}qrea f Bed Width =Bed Length 63� �t� .� 10.0 ft = 63A ft 3. ABSORPT'ION AREA SIZING A. Cattulate Absarption 1K'idth: ged yyidth X Mound A��ption Ratio =Absorptian Wicfth iQ.O ft X 2.b = 26.0 ft B. For slopes>1%, the Absorption Width is measured dqwnhfit from the upstope edge of the Bed. Calcutate Oawnstope Absorption yyidtf�;,4�Orptmn yVidth • ge,d Width 26.0 ft - 10.0 ft = 16.0 ft DISTRIBUT'ION MEDIA;ROCK A. Media Volume:Media Depth X Length X Width t.� ft X 63.0 ft X 90.0 ft= 634 ft3 + 27 = 23 y�3 7. MOtJND DtMEN5iONS ' - ------UP$t� (4,p) -- ��.o ------ -------- -.,, ; , � , � � � � � � � Ends� a.l Q�spersat Bed: (2.8 x 2.C) ' 'o Endst 4.L `. Q c � � jZ.o ,o:o � 63.0 � ,Z.a � � , , , � , �, � ; u ' � � i � � 4�4 ��.lJ I ♦ ,w GOWnSIta� (4.J) , . � ----------------------- ----------- -------- Totat Maund Len th 4.N a�.8 4"inspect�an Pipe 18" cover� top 2t.0 U slo be�4.D) Downst berm 4.J tt.o 12"cover an sides i�"topsait) Ctean sand tift (4.A� 1.8 _ Depth [a Lirr�itin� (#.C) �1R1}Lift� �flfidi[IQR � "_ � ... __ .__�__� ; t3 Absor Lion YVidth� ;.A) ________ _�____ __.___ Note• : 26A For 0 to 1%siapes, A,6iso,rpt�°an 1�,Fry•dthis m+easured fram the Be�equat4y in both directians. For slopes>1%, ,4bsce�p�on WW�dlh is meawred c�vmhilt from the upstope edge af the �ed. Comments: �zt'$">. �� OSTP Mound Materia:ts Worksheet UNiVERSITY MI�� OF MINNESOTA ..�..�,. � v 06.12.13 A.Catculace Bed(rpdc)Volwne:gtd tength (2.0 X&d Y�Oth 2.B)X Depth=Yoturt�e f' 63.0 ft X /0A fC X 0.8 . 5p{.�� DNide ft3 by 27 ft'1 yd�to cakufate c�ic �4.0 ft' t 27 = 18.7 y�s Add 20%ta constructabitiiy: t&7 yd�X t.2 = 32.4 Yd; 8. Cakc�ate Cte�m Sm�d Vo/w►�: Volume tlr�drr Rock 4rd:Avrroge Saed Depth x Atedfa IVFdth x Medin d=ctibic feet 2.1 �ft X t0.0 ft X 63.0 fc = t323.0 ft; Fot a Mound at a from Q-1% Volt�ne fram_.. th m((U AAouid ti�►c-t f X ' 1Nictth Beyord 8ed X Aledia 8ed Len4tt►1 R t) X X ft �.�J VOttane from Widtlt=HU Pe AAotMd tki�t•1 X AbSo tiort 1Nidth Be��yy�� _ Beyond ft -1) X X � n Tota(Cleat$mrd Volume:Volume ram Length*Volume from WidtA•Voiume lh�der MedFa ft� * I-,...�.�� f[� ' ft3 = L._.__�ft� For s Mound on a sl tl►at►t% UD�(ope Votume:(l�ape Mound He! t •t)x 3 x 8ed te»gth)+�2�cut�ic feet (1 3.3 ft -1► X 3.0 ft X 63.0 � )�.2 a 2ZO.S ]{fi' Oownslope Vofume:((Downtl hte! At-1)x Downslope AbsaPtion Width x Medla Ce n S�n!'2=c�ic f e e t (1 3.4 ft•i) X 16.0 ft X 63.� y+2- 1478.4�ft3 £ndsia�e Volwnt:fDbwns! Mound Nti ht-t)x 3 x MediQ MYidth�tubit fort t 3.9 ft-1) Jt 3.0 FL X f0:0 ft � 88,O�K3 Totat Clemr Sa�d Ydume:llp�siqpa Ypfume a Dowrtsl Votume . Votume.Yotume ih►der Akdio 22Q.5 n' + 1478.4 R' + 88.8 ftl . t323.0 s �_�fts- 3704.9 �R Divide ft3 by 2?ft'/yd'to calc�ate cubic Yards: 3109.9 ft' + 27 • 1 t5.2� 3 Yd ada 2ox tor c�m,ccaatny: ��s.z yd�x �.z - �3a.z �rd' c. Catculate Sandy 8erm vdume: Totol Berm Vdume( x):ttAr3-rAo�md Height-OS ft topso9t}x Moia�d Miidth x Mound Len th)'2=c�ic feet ( 3.6 . U.5 ►h X 42.0 ft X 87A )•2 a 5724.6�ft3 Totd Mound Votume•Ctea�Smd rolume-Rxk Votume a rubic jeet 5724.6 ft' - 31Q9.9 ftl - �.0 ft� a 2110.7 ft� Divide ft3 by 27 hilyd�W caltulate c�it yards: 3110.7 ft' + 27 = 78.2 � � Yd Add 20�f�construccabflity: 73.2 a � yd3 x 1.2 93.8 yd D.Cala�tdte 7opsott MoterfM Yotume:Tata!Mow�d N9d�th X Totot Mow�d Lerryth X.5 jt 42.0 ft X 87:� ft X 0.5 ft = '1827.O��E3 OIVIdE�3�j/27 R3I��O CB�CUIat!CUDIC�(IS: ��.0 f�3 {, 27 a 67.7 3 � Add I�i fOf COflS�flJCLa��ih/: 157.7 �� X �.2 s $�..2 �7'.� �J , , �� OSTP Pressure Distrib�ution Minnesotap�oNutbr� • UNIVERSITY `'' �� Des��n Vllarksheet oF �INNESOTA � QSTP Basic Pump Se[ection Desi�n �n��q� UN[YE,RSITY � Worksheet OF 1411NNESOTA �-, ..,,�„ t. P4tAAP tAPACtTY Project fD: v 06.i2.13 �umpihB W G�avttY ar Pteswre Gistribtrtiort: Q c�a*y �ae�„r• Setectlon required 1. If pumpfnq to gtavity enter the�allon p�minute of the pumP� �GpM (1Q-45 ypnl 2. tf pwnptng to a pressurized distribution system: 36A GPM 3. Enter pump description; "-"-� _1 2. HEAD REQlJtREMENTS �� A. Elevation Diiference 19 ft between ptxs►p arxt point of�stharge: wvd"""' B. DistrfbErtia�Head Loss: �ft � a�.�a��' � C. Additional Hedd Loss: �ft taue m weciat eq�c.ea.) -.._.... Diatrtbutlae Hea4 L�oss Ti�M l.�'rtction Loss M Piastft Pi 100(t G�avtcy Distrtbutia►• Oft FFow Rafe��____� Diameter tinches) Pressure�istributton Dasa�d an MiMrr►um Aver e Heaid tGPJ�A? 1 9,25 1.5 2 � tII 9.1 3,1 1.3 A.3 Yatue on Pressura Distrfbution W�ot`kshe�L: 12 i2.8 4.3 1.$ 0.4 Ill�l �� 14 17.0 5.7 2.4 0.6 3rt '!6 21.8 7.3 3.0 � 0.7 2ft 6� 5tt 10ft �8 9.1 3.8 � 0.4 � tt.t � 4.6 � 1.1 25 f6.8 6.9 I 1.7 �. �.�Y�Pe Diameter: 2.0 io 3t3 � 23.5 � 9.7 2.4 35 � 12.9 33 2.SupplY Rpe t.er►gth: 235 ft �p 16.5 4.i E. F�iction Loss in Plastic Ptpe per t00It fran Tabte 1: 4g 2Q.S 5.0 � � 6.1 Frietion lass= 3.32 ft per�OOft of pipe 55 ' 7.3 � 8.b F. Determine Equir�tent Plpe Lertyth from Purt►P discharge co soit dispersal a�a discharge 6g t0.0 pofnc. Estimace by adair�a5X co supptv r�Pe(er+pw fa ficc3ng t�s. supply Pipe�er,grn (D.21 X t.25=Ec�i�wlertt Pfpe Lenqttr � � �1.{ � 13.Q 235 ft X 1.25 = 293.8 ft g� '��•4 9� � 20.1 G. Cakutate 3up�y Frtction Lass by mWtiplyir�g Frictfon Loss Per t00ft (li�E)by the Equivo/ent Pipe Length tline F�and div�de by,1pQ. �Y f�'�ccior►Loss- 3.� �P�1� X 293.8 ft + 10p m 9.8 f� M. Total Heod requfrement is the s�m af the E/emtion pif/erence (Line pl�the patrfbution Head Loss(Line B),Additionat Head Loss(Line C).a�d the Sup�ly Friction Loss(Line G) t9.0 ft + 5.0 fc • �_Ift + 9.8 ft = 33.8 n 3• PtJJr{P SELECTIpN A pump rnint be selecEed#o deliver at teast 36.0 GPM(Li�i�Line 2}with at least 33,$ feet of taWl head. Camments: Loas of Soil Borinas u�ense#s�o Location or Project: Lot 2, Blk 3 Borings made by: Rusty Olson's Sai and Perc tdesting 6/112014 Class�catian System: AASHO ; USDS•U3DS,S►CS X < ; Unified ; Other Auger used(check two): Hand X,_,,or Power�flfght,Bucket or Probe�X Boring Number_1�Surfiace eievatlon_982.fi M+�ttled Soii at 1.7 feet 0"-6"Dark brown loam 10yr3/2 H20 present at_X_ 6"_12"Brc�nnm loam i0yr4/4 12"-20" Brown loam 10yr514 20"-26"Rusty brown loam 10yr5/4 Boring Number 2_Surface elevation�982.6 Mottied Soil at,�1.8,,,_feet 4"-10" Daric brown loam 10yr3/2 H20 present at_X_ 10"-16"Brown loam 10yr4/4 16"-22"Brown loam 10yr5/4 22"-28"Rusty brown toam ta ciay loam t0yr5/4 Boring Mumber_3_Sufface elevation,980.5 Mottl+e�Soil at 1.2 feet 0"-6"Daric brown loam 1Qy�/2 H20 present at_X_ 6"-14" Brown#oam 10yr4/4 14"-20"Rusty brown loam to clay loam 10yr5/4 Boring Number 4�Surface etevativn_980.5 Mottled Soil at 1.3 feet 0"-6"Dark brown loam 10yr4/2 H20 preseM at,X_; 6"-16"Brown loam 1�rr5/4 16"-22"Rusty brown loam to Gay loam 10yr3/4 Borir�}Number 5_Su�f�elevation_981.7 Mottied Soil at_1.7_,eet 0"-8"Dark brown loam 10yr4/2 H20 present at X �' 8"-20"Brawn loam 10yr5/4 — '�' 20"-28"Rusty brown loam ta clay loam 10yr5l4 Boring Number 6T Surtace elevation_978.5 Mottled Soil at 1.0�,feei 0'"-6"Dark brown foam 10yr4l2 H20 presen#at_X ' 6"-12"Brovm ioam 10yr5/4 —'' 12"-18"Rusty brown loam to day laam 1f}yr5/4 Loas af Soii BorinQs Licenss#814 Loca#ion or P%iect: Lot 2, Bik 3 BoRngs ma�e by: Rusty Qlson'�Sat and Perc h�tin9 6f1/ZM4 Classification System: AASHO ; U3DS•USE3S-SCS X ; Unif'�ed ; Other Auger used(cfuck twoj: Hand X_,or Po�er .Fiight�Bucket ar Probe_X Borirrg Number_1,_Surface elevation_9$2.6 Mottted Soil at 1.7 feet 0"-8"Dark brawm Ioam t0yr3/2 H20 present at_X_ 6"-1��BI'011Vfl fQ8[ii ��y/'��+� 12"-20"Brown loam 10yr5/4 "-26"Rusty btown loam 10yt5/4 Boring Number_2�Surtace elevation 982.6 Mott{ed Sai at 1.$ fee# 0"-10u Daric brown loam 1�yi'3/2 H20 preserrt at_,X_ 10"-18"Brown toam tQyr4/4 16"-22"Brown loam 1 ayr514 22"-28"Rusty brown loarn to day losm t Oyr5/4 Boring Number 3 Surtace elevation�980.5 Mottl+ed Soi!at 1.2 feet 4"-6"Dark brown ioam t0yr3/2 H20 present at_X_ 6"-14"Brown loam 10yr4/4 14"-20"Rusty brown loam ta day toam 10yr5/4 Baring Numbet 4_Surfa+ce elevation,ggp.5 Mottietf Suil at 1.3 i feet 4"-8"Dark brown loam 10yr4/2 HZO pres+ant at,_,_X—; S"-16" Browrt loam t0yr5/4 i6"-22"Rusty brown ioam to Gay laam 10yr5/� Bc>ririg Niurnber_5 Surface eievation_981.7 Mottte+d So�l at 1.7 feet 4"-B"Dark bcown loam 14yr4/2 H2Q preserst at,,,X� 6n'ZVp o10� �Qam �Qy�� ZO"-28"Rusty brown loam to ctay loam 10y�14 Boring Number 6 Surtace elevation�978•5 Mottled Soil ai 1.0 ' feet 0"-6"Dark brown loam 10yr4/2 H20 presertt at_K_,,; 6"-12"Brown Iaam lifyr5/4 12"-18"Rusty 6ro��nmm loam#a day foam 1tJyr5/4 ; Per�oFation Te�Data Sheet Lic.#8t 0 Percolating test ceadings made by: Rusty Oison's Perc,starti�at 1:2Q P.M. On 7h/14 Lacation: Lo#2 Btk 3 Hote numher. 1 Date hole was fxepared:6/3p/14 t}epth of hole bottam,12"„�irtehes, Diameter of hote 6" inches. Soi[daia icom test hole: Oepth,inc.�es S€�il texhsr�e �" �rk Bro�nr I.o�nn 1 opr3ia 6-12" Bro�v�t Losm 1flyr4J4 Methal of scratching side wal1; Knife Depth of gravel in bottom af ht�le 2 inches: Qate of initiai water fiNing 6/30/14 depth af initial water filtir� t2 incttes�bo�e tfie hole bottam Method used to msintain at(esst 12 incFies of water depth in hole for at least 4 hours Automatic Siphon Maximum water depth above hale bottom during tests 6 inches Time Tune �i�H20 Perc Rate 1:3Q 1:45 8" 1.1 13.6 1:52 2:�i7 6" 1.1 13.6 2;Q8 2:23 6" 1.1 13.6 A RAG C. RATE 13.6 MPI Pencolatio�t Test Data Sheet Lic.#810 Percolating test readings made by: Rusty Otson`s Pera starting at 1;�0 P.M. �n 7/1/14 Location: Lnt 2 Blk� Hole number. 2 �ate ho�e was prepared: 6/30/14 Depth of hoie battom 12"_„incfies, Diameter of hole 8" inches. Soii data fror�t tesf hole: i Depth, inches �it te�cture a1o" t3ark Brown�oam 1oyr312 10-12" 9rown Loam 1Qyr4/4 Method of scratching side waH: Kn�fie Depth of gravel in hottom af hote 2 inches: Date of initsat water filiing 6/30i14 depth of initiaf water filling 12 inche�abave the hole bottom Method used to maintain a#least 12 inches of water depth in hole far at ieast 4 hotirs Automatic Siphon Maximum water depth a�ve ho4e bottom durir�tests 6 inches Time Time DeF� Drop in H2 Perc Rate 1:3i 1:46 8" 3.8 3.g 1:51 2.06 6" 3.7 4.1 2:09 2:24 6" 3.8 4.2 AVERAGE P .RATE 4.� MPI Percolation Test E3ata Sheet Lic.#810 Percolating test readings made by: Rusty Otson's Perc.�arting at 1:20 P.M.On 7/i/14 Location: Lot 2 Blk 3 Hole number: 3 Date hofe was prepared:8/30114 �epth o#hole bottom 12"_,in�hes, piameter of twle 6" inches. Soii data fram test hois: � De�h, inches Soi!te�ctare �" Dark Brovrn Lo�n 10yr3/2 6-12" Brc�m�o�n tQyc4/4 Methai of scratching side watL• Knife �epth of gravel ia b�ttom of hoie 2 irrches; Date af inttiat water filling 6f38f14 rlepth of initiat water filiirrg 12 inches above Me hole tx�ttom Methad used to maintain at teast 12 inches of watar depth in hote#or at least 4 hours Automa#ic 8iphon Maximum water depth above hole bot#am d�ring tests 8 inches Time Ttme De�h [}roP�� Perc Rate 1:32 1:4� 8" 2.0 7.5 1:50 2:Q5 8" 2.1 7.2 2:10 2:25 6" 2.2 6.8 A GE RC. 7.2 MPI . • � : , Peroolatian Te.st Data Sheet t_ic.#810 Percolatin9 test readir�gs made by: Rusty C)ison's Per�,starting at 1:20 A.M. O�7J1l14 Location: l.ot 2 Blk 3 Hole number,4 Date hale was prepared:6/30/i 4 Depth of hofe Dottom_12_inches, Diameter of hoie 8" inches. Soil data from iest hoie: — aspth,inc.ites Soil te�cture �� Dark Bnawn Laam 10yr4/2 �'r1Z" Btorrn Loam 10yrS14 Method af scratching side waN; Knife Dep�tt of gea�el in bottom of hote 2 inches: Date of initiai water fil#ing 8i3Ql14 depth af initial waiter fiaing i2 ir�ches abave the hote bot�om 11Aethoci used ta maiMain at least 12 inches of water�epRh in hWe for at teas�4 hours autamatic Si�on Maximum water depth above hoie bottom du�ing tests 6 inches Time Time Depth Drop in H20 Pe�c Rate 1;33 i:48 6" f.0 15.0 1:49 2:04 6" 1.L1 15.0 2:11 2:28 6" 1.0 15.0 A RAt3E TE 1 S.0 Mpi / DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED � PERMIT NO. COMPLETED � ADDRESS �'�� •a�e��(rJ C�oc,��' OWNER TELEPHONE NO. CONTRACTOR � ;/� � DESCRIPTION �l �S G'��1"`��/(yG�i ty ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING y ❑ 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 _ J ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERlCONTRACTOR TO MEET YOU:_YES_NO c�., COMMENTS: � W a J !�G< i��l r�' ��S>' � E% �'(�X � 7� �7 r. � 1� ,� T 0 � W � Q � 2 W � W � J d W ❑WORKSATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑CORRECT VYORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL REfURN ❑STOP OROER POSTED.CALL INSPECTOR �CITATION ISSUED �INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-46�� OwnerlContra on site: ' Inspector. � �� .�" � . � J '� White Copyllnspector's File Canary CopylSite Notice DATE TIME � CITY OF ORONO CALLED IN ��/O�,h INSPECTION NOTICE SCHEDULED �a-io-/-� � PERMIT N��r�� COMPL ED ADDRESS �� O�WNER Ec�aEPHONE NO. z'� �� CONTRACTO � (�y� � DESCRIPTION �'- � — t11 ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTI NAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN(i 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 � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP W ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIOWREMOVAL _ v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z dINNERICOKTAACTOR TO MEET Y�OU:_Y68_NO � C ENT� � B� u � � � � o �^�dct Sro r✓ S �'' ✓b l� r!�l � � ° z� " q► R �C l PJ .�% � � W -" OC Q � l�?� _ � v� v,/ W W � j W SATISFACTORY:PROCEED o�aEcr coM�.� � ❑ RRECT W�OFiK 3 PROCEED �ISSUE CERTIFICATE OF OOfXJR►NCY O O OORRECT WORK,CALL FOR REINSPECTION TEMPOFiARY V BEFORECdVERIN(i PERMANENT ❑CORRECTUNSAFECONDIT10NWfTHIN HOURS. O PHOTOTAKEN INSPECTOR WILL RETURN ❑3TOP ORDER POSTED.CALL INSPECTOR O CITATION ISSUED ❑INSPECTION REOUIRED.CALL TO ARRANGE ACCESS. csM ror u�e next rnspectlon 24 nours in advanoe. (952) 249-4600 OwnerlCoMra site: Inspector: WMb CaVYllnsp�Ctors FIN Canary CoPf��NoHc� ��- � /Q D -/ TIME CITY OF ORONO cnLLED IN iNSPECTION SCHEDULED /Q _�O � PERMR NO. �/�� COMPLETED ADDRESS �� U7�� OWNER �TEC�E NO. � ' �' 7�-�� CONTRACTOR � DESCRIPTION � �y ❑ FOOTING ❑ DEMO AL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLIN(3 �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 _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL J ❑ DEMO-SITE ❑ SEPTIC INSTALL i dWNBYCOKTRACTOR TO MEET Y�U:_YES_NO y COMMENT� � `�,5 CC �' f� d�'�i 0 � ��<� � � �i � y � ...5� � !/ �O W � Q � W W � � J W ❑WORK SATISFACTORY:PROCEED ❑PROJECT COMPLETE � CORRECT W�ORIC a PROCEED ❑ISSUE CERTIFICATE OF OC(XJPMNCY w O ECT WORK,CALL FOR REINSPECTION TEIAPORARY V BEFORE COVERINO PERMANENT � ❑OORRECT UNSAFE CONDITION WITHIN HOURS. p pHpTO TAKEN INSPECTOR WILL RETURN O STOP ORDER POSTED.CALL INSPECTOR ❑dTATION ISSUED O INSPEC710N REQIIIRED.CALL TO ARRAN(3E ACCESS. CaN tor the next tnspectfon 24 hours in advanoe. (952) 249-4600 on site: Inspeator: Whit�CopyAnsp�cMrs FlN C�n�ry Cop�d811�Nolla DATE TIME � CITY OF ORONO CALLED IN /� /D / h INSPECTION NOTICE D/ZO,��HEDULED iC�-,�/—/�6 .�" L� PERMITNO.��-� C PLETED ADDRESS_� — OWNER LEPHONE NO�''�-� ' n� CONTRACTOR � �-0�-- � DESCRIPTION ��G" �� 4~j ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL � ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/GRADING/FILLING O ❑ FOUNDATION WATERPROOF ❑ PLUMBING FINAL ❑ TREE REMOVAL 2 ❑ RADON SLAB ❑ MECHANICAL RI ❑ SITE INSPECTION Q ❑ FRAMING ❑ MECHANICAL FINAL ❑ RATED WALLS � ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ COMPLAINT � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP i ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATION/REMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL 2 OWNERICONTMCTOR TO MEET YWJ:_YES_NO v�, COMMENTS: � �� 0 � � 0 � W /� � �1 C� C-Gd l/'Cl^ Q �, � 2 W � W � J �`�'�W�OR�K SATISFACTORY:PROCEED ❑PROJECT COMPLETE �❑60RRECT YMORK�PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT NfORK,CALL FOR REINSPECTION TEMPORARY V BEFORE CONERINO PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETIJRN ❑STOP ORDER POSTED.CALL INSPECTOR �GTATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cafl for the next inspection 24 hours in advanoe. (952) 249-4600 on site:- Inspec . -J v White CopyAnapectors Fil� Cenary CopylSlts Notke �V ��v �4�� CITY OF ORONO CALLED IN / _�ATE TIME INSPECTION SCHEDULED � ` � / ___L��..LLL PERMIT NO. co P� ED ADDRESS � O'WNER T EPHONE .��a- 685—G� CONTRACTOR � �-�' � DESCRIPTION / �y ❑ FOOTING ❑ DEMO-FINAL ❑ SEPTIC FINAL Q ❑ POURED WALL ❑ PLUMBING RI ❑ EXCAV/CRADING/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 � ❑ FINAL ❑ WATER HOOK-UP ❑ FOLLOW-UP _ ❑ AS BUILT-SURVEY ❑ SEWER HOOK-UP ❑ FOUNDATIOWREMOVAL v ❑ DEMO-SITE ❑ SEPTIC INSTALL Z O�WNBII�ANTRACTOR TO MEET Y�U:_YES_NO � COMME 4 ��(7Q a.��ut�> o a�, � '' C�a � ° a �e W aG Q � W W 4C J W K SATISFACTORY:PROCEED ❑PfiOJECT COMPLETE � O RECT WORK 8 PROCEED ❑ISSUE CERTIFlC/1TE OF OCCl1PANCY O ❑OORRECT WORK,CALL FOR REINSPECTION � TEMPORARY V BEFORE COVERINQ PERIiAANBdT ❑CORRECT UNSAFE CONDI'TION WITHIN HOURS. O PHOTO TAKEN INSPECTOR NALL REl'URN ❑STOP ORDER P08TED.CALL INSPECTOR O CITATION ISSUED O INSPECTION REOUIRED.CALL TO ARRAN(iE ACCESS. Caq�or the next inspection 24 hours in advance. (952) 249-4600 OwnerlConira on sHe: Inspactor: yyMb Copyn�s�Cto�'s FIN C�nary CopylSM�Notle� DATE TIME CITY OF ORONO CALLED IN INSPECTION •TI A L EDULED /—!'I -5 e77, 3r3 PERMIT NO. ice/ 4'✓ ��ui o MPLETED • ADDRESS .91 Nei c� OWNER ELEPHONE NO. / ' � 5q6/0 / CONTRACTOR � DESCRIPTION 9-1frl W ❑ FOOTING 0 DEMO-FINAL 0 SEPTIC FINAL ❑ POURED WALL 0 PLUMBING RI 0 EXCAV/GRADING/FILLING O ❑ FOUNDATION DRAIN TILE 0 PLUMBING FINAL 0 TREE REMOVAL ❑ LATHE 0 MECHANICAL RI 0 SITE INSPECTION Q 0 FRAMING 0 MECHANICAL FINAL ❑ RATED WALLS ❑ INSULATION 0 WOOD BURNER/FIREPLACE 0 COMPLAINT 0 FINAL 0 WATER HOOK-UP 0 FOLLOW-UP ❑ AS BUILT-SURVEY 0 SEWER HOOK-UP 0 FOUNDATION/REMOVAL ❑ DEMO-SITE 0 SEPTIC INSTALL 2 OWNER/CONTRACTOR TO MEET YOU:_YES_NO vii COMMENTS: cc ecl e/ Ala/ - / 1 e d ✓/c �� v/01141.19 c z O: W 0 WORK SATISFACTORY:PROCEED 0 PROJECT COMPLETE CC0 CORRECT WORK&PROCEED 0 ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. 0 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/Contra • on site: Inspector: &43 6 White Copy/Inspector's File Canary Copy/Site Notice yfi Copy City of Orono Septic Asbuilt Form Address -,J z.s fakeView Gavrf" Building Use gibv Installer #ct ,es vl-'ae vt C License# 2, 49-o Date WZWO Septic Tanks Z— / 300 Pump Tank /— /3e) System Type X ❑II ❑III XMound 0 Trenches ❑Pressure Bed 0 Other Draw detailed diagram with measurements indicating distances to tank risers using 2 points from a permanent structure. Show location of drop boxes and length of trenches. • E /j /(o‘u,,414) � R 3 260 eT CA-Qep) Puo rok iN 0' 3 = S6 Z= I/‘ RECEIVED ye ' JAN 092018 CITY OF ORONO c, i. (rt / e4.- /.. -z. :