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2011-00666 - mound system
CITY O�F ORONO PERMIT NO.: 2011-00666 ' ' � 2750 KELLEY PARKWAY ORONO, MN 55356- DATE ISSUED: 09/07/20ll 952 249-4600 FAX: 952 249-4616 ADDRESS : 3350 FOX ST PIN : OS-117-23-44-0008 LEGAL DESC : FULLERTON ESTATES : LOT 004 BLOCK 001 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : NEW ACTIVITY : MOUND SYSTEM- SEPTIC NOTE: (3)PRECAST CONCRETE"1'ANKS- 1500, 1500 AND 1,000-PUMP'I�ANK MOUND TREATMENT SYSTEM-3,887.40 � APPLICANT SEPTIC NEW 200.00 OLSON CONSTRUCTION CO. STATE SURCHARGE SEPTIC 5.00 6970 INWOOD ROAD TOTAL 205.00 COLOGNE, MN 55322- (952)448-6674 Minnesota State License#: L1111 OWNER BIGOS,NANCY 3350 FOX ST LONG LAKE, MN 55356- AGREEMENT AND SWORN STATEMENT I�he work for���hich 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 addi[ional 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 t arrq time for d e ause. , �t� y, , � �, , , Applicant Permitee ignature Date � Iss By Signature Date SEPAR PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED ABOVE. � F , ,,¢�� Clty Of OI'0110 FOR CITY USE ONLY � � P.O. Box 66 �,� 1� ��_.,. 2750 Kelley Parkway Date Received: J / �� Permit#�G�f l-C�`C`(P(t%_ ��'����`r � Crystal Bay, MN 55323 � �F �i�$o` (952)249-4600 Amount: S aeao$ CITY OF ORONO — SEPTIC SYSTEM PERMIT APPLICATION (All permits must be approved by the On-Site Septic Manager and/or Building Official) �Job'Site I Oui�n�`r�`nfarmatior�:���;� �#� ��°�� ,. �,�, � Site Address: ,-�`���(� j=nX SfrP�fi Owner. �C�.(�Ci,l ����>S Mailing Address: �`�� � ��C.�����' City: ��>1'�C~> Zip: J���� Ho��e Phone: Alternate Phone: �Contractor/Applican#=Informat�on ::; _�`��"'�` Contractor/App.: �?��y) �}��1��f-� �,�'Yr , Contact Person: �D� (� ���C� Address ������,?.�)C��C'�C�� l�� State License #: � 1 � � City: �' � Zip: Expiration Date: '�� , �/�� Phone: `��7�t —`-t`t�-'�0��`t Alternate Phone: /,/;;1--_����—�..�� ��'� � �.� TYPfS �F �CCUPANCY� ''��.�,����...�� �x ,� �� � 0.�� �� � Residential ❑ Commercial ❑ Other � � � � �� �rPE�RMIT TYPE AND FEES � ��"M����v . �.�-��.� �EG= .n�:'���� .� �. New or Replacement System $200.00 ���� Repair Existing System 100.00 (Tanks or Drainfield) State Surcharge .50 Total $ ��,(�;� ,`�C-;; W:\(Permits)\Septic Permit Application-Updated Surcharge 07-14-11.doc 1 / 2 � � ** ATTENTION APPLICANT ** � . Fill in all a ro riate blanks and check all a ro riate boxes. I will be installing the following: Tar}�ks � Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) Number of Tanks: c� � Size of Tanks: l5 D� / Sf�� ; �� l � Treatment System Trenches s.f. (�j� � �� � Mound � s.f. ��� ��`� x� �`� Gravel less s.f. 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 __ _ �)l�, Date: � � MPCA License No.: � I I f Staff Review: �'�Accept ❑ Denied Reviewer: /� ,�f _ �,1���� �� � =�� Date: �I'� � ' � l —�– �a�� Reason for Denial: Comments (to be printed on inspection card): W:\(Permits)1Septic Permit Application-Updated Surcharge 07-14-11.doc 2 � 2 Q cOP S��PTZC SY;�TEI�i I�ESIGN na�: J�y ��,2Q] 1 ������� '�PE�T9�t Custo�aer: Nancy R Bi;os I�ATB -t 1 �ERA�IIT AI�.,,« �,..,�.. 3350 Fox S reet ��'ROVEIIASStJHMITTEB APPROVED WITH CnRRFCT10P1� � CJrono, NIN 55356 '�u�e�.��y�o�r���� ��e�.w �Ad1 aaoptimce wiih rl�app�icabie cepcic.ni iaB code. S1tE AddTC38: �A1I1� Rsquirnm�ls inelwdin�itcus na specific�ily note� Wa ist'iMR 1C8£P Tfii�M.A1Q S8T ON SiT6 AT ALL TIA4ES ORO O COPY Desi er. Ron Oisan ��onstruction 8n �����' b970 Inwoc d Raad g�p�p� � �� Cologne, M N 55322 �$�p���� �� (): 952 �S-6b74 MPCA Licc ase#1111 DESIGNA.TOR CERTIFI ED INDTVIDUAL (DCn: DALE DEA1N MPCA Certificatian# 322 i 4RON0 Cppy C: ��2 31 a�ss� Please contpc�DCI with a�:y questions or ca�nments regarding this septre systeni design. I hereb;�ceriify that I have completed this design in accordance with all app�ica�le ordinances, i ules, and]aws. Dale I)enn � � 3226 � /� DFSIGNER( 1) IGNA'fi7R� MPCA CFRT q ATE Hennepsn t;ounry Yropeny �ap Yr�nt rage 1 az T - . Hennepin Count�y Property I�I�p - T�x Year: �011 TAe AJO OD�1�eE on Wi DiP►+c tlrn�tl hom a mm�mn d�l�axd9 anE�tp9 2K RHY OO�In tlEBVEpNcieS tlNt on oMf 00 EKL10fl0 4Y i�iCqRiO!9uMT O6'Karn+BO b►i NCW�O len�f savela.The R•���i�W xaa(sCua,a loa�C�aM aac)ere ePR�lnvtrS ei 0 mCY caNeln dbo4�ndG T1Ye k71'a�rvtbfi On V�b OaD�ifR'r�N1 be�e1 fa rt:fadcY'pvD67C9 oMY� i'fa*+e'Dr+Oomty eal6�OC W�+'a^.�nr amir+o�'�rtaevtial tiertri�C+k�a1 end b ut�aoo�tw sm rtks�e or rr�adltEtlo�d tl�6 I�lornetlm or 25 de•MbtlYl9. � �� 'r��� ' • ' . .. � �� + ' � r+' � I I •� „ . ,. . � . � , ' ���� . +� ;I. � . . ��'`�- , ,_ � , . � � � _ . � .�.s��;�.;��:���'��'xf a�", � S�� ,,� . . ,j ��:;;�i`�i������'i�s; ; �1 �l k � . . , � ^ . t ���; : i, � J� � , „�,,,,,,._, .as,.,►.-w..r.-••....._.....�.-.,,..,,.,,.. . .. `\,I . ��� , ..� , at n � 4. . + � � �T x��'3'r. ,. ' �1 : i 1 r f �• � � �� ��i� ..� � ��. �������.. ' � � � �� � ��' �(�% ` � � nyf '� ••�.. � , F�.. - �� • . � s, � ,�' .• � . . . ' _1. ��l+�rt,���.+'{.F� .4.:. •1 . . .� 1� ��+ • rE � , � .. � ,I�.��i�C��.. �y4� � �• �A. :� .i — , �j,� . ` .'..ry.���' 1'��. �„ �f .,r �:� ,ar.'�ia` . . ,� . i��..�� .. . ' !" t t S� . �- _ . �. . �l: . . � t ... .. 1.a� � f. � ��'�. t , � r _ � ,� � � l�. . � . ^ `.4 � � ,c . ':�• ;�` . � � �.:; . � /� t ` �<.: r}. - ', '� .�� _ . ��/� � � ��� / / i vwM/ � � . ��� 1 - . �� �' j�/ __ � �w 1 1 1'' '. , l�` ,� y �, � L. 1 ! 1 • • �, +� r-r�� • 1� ,�A�^�'� . r�I �^ . !` � � ._,..:�� � i� � . _�. •YW�r � . � ,� � �r _�p• �? - � _ +�y � S ; . . �+.,•'�• , - , Wr �^�+ �. - � _ ;, , � ��� � � . ' �`r� -� . � �_ . . .��� . . � � �. � . ' ,' � � �Y�� • . .----•- --... _ ._ . ~� ..... , ��R 1 � Sele�.�d Parce C)�ta aate��,cme:��ia�zaii a:zz.-oa�+ � Parcel ID:05-117- 008 (Xrrtent ParcN Data:T/6/2011 Ow11CT f�lam�NANGY4 pIGOS ParcN Addses9�33b0 X 5T,ORONO,MN S 5356 weparsy�ypa:ItESIDE I.A1t sa�e�ax i4,850.000.00 Fiomastesd:HOMES'T62AD _ J) Sale D�11/�D10 11raa(sqft):31?361 at�;��� 8ab Code;d77iEit-SEE CERT Arl�d(stn�6):7.17 S A-T-B:T'OR�tlNS Mart+R Tetsl:*6.959,000�00 TaY Tatal:578,55Y.� � � OF� � http:/lgis.co.hennepin.mn.usllrICPrapertyM�plLc catar.aspx 7/14/2011 ELEVATIONS $enchmark is Attach�d Garage Apron�,N�comer�f gara�e. B1 94.1 B2 95.75 $3 94.7 B4 95.$ Mound Laterals 97.Q5 Gra�de umder upper lat�eral 95.S Basemcnt floor 94.3� Existing Sew�r Pipe I,nvert at existing tan k 85.5 qpp,rnximate sewer p�.pe invert at home f aoting 92.8 Septic tank invert,(al�ow 2.0' af fall} 90.g Septic tank invert P�ie 95.25 Top of Septic Tank 92_Q Cover av�r septic tan�c 95.25—92,� =3.2� feet {Must be between 2 a�nd 4 fee�.) Pump tar►k invett 90.0 Pump tank invert grac:te 93.7 Top of pump t�c 91,2 Caver over pump tan�: 93.7—91.2 = 2.5 feet (Must be betwe�en 2 and 4 fe�t) Pamp elev 5�.0 p�p hea,d 97.05--86.0= 11 N�TES: Tanks are placed at proPosed lc�ation in�tt�npts to get gravity flow fram exist�.ng sewer pipe,g�ade. Verify sewer �ipe elevailan under foating af hause. A lifi pump in the ba�emenit may b��required tc keep less than 4 feet of cover ovez scptic tank. � I �� � uNY�E�SITY � � OF MINNESOTA p57P p�et9minary �vatu,�tion �arm '�.:, ;�r � �.cd,eea euan,,.ctan Y�t.05.ay hup�erey OM1rerlGfMnt:1Wrc7� � aleM R,One NIInIGe►: IrtiNkw 11dd�esi 1.750 ine St1�t or�a�o,iw15535G � Stce AAdwss Se�ee Parul�.o,05-ttT-x3-umo� 7o�a++�v��� �wop w se��an OBtP JUl1'1�th,Z011 7oMt511�Irame lP$7 I Desc or Leulm� EVR4otlan tor sYsta^qP� �Il•w Gonstnr,tlan �Repaaert�rt par�i etn�enslons 7. Fiaw Mornutfon t• armetlon ,�s��r�c�,���� e�,� o��► o����m ►�ef eearm,s-m�c�t.l s T] Unrti,i„�speee cn'1 Ha d rrster�B tn nnne ❑1�dWn �CMld�en �rt�1�'� CJ� odsnnp fl�ow m�us+�wm �.7 Ya tK ree,a�nr n�s) �No 0 c��o►u�� B weo�r �rv� ��,��r watsri�slnY d�elaa(d�ect df U� B D�¢�sla* 0 su►o F mPr a�(�A') �! �larye�fhCblJaaazi �NiQh E 11e1eney Pumaee' e�u�Y�Wge T�n m 2nd floar 0 Nae Tu� 'Cleer vratEr saurcr Wa[er iae ca�c(d�eet dl tll� e Feu�eelTMlec �M�dfiple I.nads af la�ndrY/[aY ❑�-Tvrm P�asatPNan Mcds aPPb) 0 I�rFldt�e&E(ress 0 No Lirt[Svarn �' Usc vf urtl•Racrnia[S�P �Fr�e�pk+t[EnTerffiIMf�d OuI�T-TOYm G18ct5 M�y addkiawl arn+�C ar fua�re uses m tlik W rcel(��+eol➢') � � __ -• �._ Me�nm:x'w+Ya d�sdw9�W s7�^ (��JY 1 N� --— , sew�e e}c�or¢rtrKfar va^v�+� O Yes �rb I��,po„�b�P���� (ClierK{s)sgnot t.r crd datt) oe��ner�delermi�d Fbw kda*+�� A.EsdmaOod Dryi�fla+(�e11en�PK d�01) �� Mtlttpeted was[e strcn�itl�r�lues: �Den�estic �H�ih SVe�th �' me/L [DbD;��mY1l fTS+l���9�G 4EG:��m9/L ]_ PrelMnleW"y Slte 1(�o(inaCbn B(7).Weter uiPP1Y w�lits)wtd�6■100 R d�orptlan arn� 0 Yes 0� � MIcU(e)werr loated ��roa O�servaUm Q GwttY We1 Nienc Maps 0 Pssavl f orrmuarimtion wl Uni We WaU Id lF Depth e(�IS� llnqnau� �it wett c�st�d�thls) Unlviawn n 5arae bf2{.5k�.thin 2p�R of naaromnM++lty transiwit�Yr�►� O'h� B w iar� e(s}suswtl�b.dri�w�*wR�f�+� �� Q No swm B(4).Lmtlan af all a�dx6�ard Pr'4P�'a hulf�n�and fir�vre�an la.(aee St[e E1�h�atlon rr�) B(5N eur�ed wana wPvtr Prt�+r1n+r+so R d prapo=�d syruam O Ye� �vb C.�d.0 ease�aerts an Ix lue Site Ew4,nqn+e�� source Kene�m Gts o.il.�a�im d orm�+ry npn w.e.r uv.l cowMl)•rN mm(M adJaeenr co aQrort) E FicvdP�dn dersigrtlu�r�C(betl ele✓�tlon Saurce P.Deterrou�e propartr erri{sn SiOe Ew4eaUen mem) �SureY �Ptae Map �OUKr 1kt�pin Cb G41�O�D SKe lo�ted tn a shaeiaid d'strict/itee p Yac Q No o.oe�ta�or sea.� �v�operty�v� p a+w� O�� 0 waox SuppY�P� �weo(s1 0 ow��+�� M.Soll Srwfi Y�ferertiw�(l►uu+wb abil�n'eY1 �MaP M1ep I nlb en Perce! 127t2�L22D2�L2�A Ust lerdfarns Moralne SI[;r Ren9e 2-68 PaRTt mkKYkS ffk:Lk��17[�y l.i�t��P7 PC4X�411([AH7c�1 fllOt 4�l�/� �1x p a,n� O wess �J�'� C]a�un p s�mm� ❑sna� 0 d��� C1 F�xs�pe Q T+tl�pe � p eo�r�u,,, q taauu�,� ❑ue.:� p w+u�t�t ❑oep e„m ❑sveam 0 Teraoe o,wmade a a�o:� � ❑ �,�,���,.o,� �,�.,���,: ,� Msxitum be�o�deD�'aind� A�nu�a e�odc deptli:�k�CrcS � Smtic Tudc►bso�:Rb+�-7ren�I�N) NiaP Unit �� Sep�c renk A�rptf�Pleld•At�ado(rN1? se�,dc rarc+�esanae�on�era-aaund pa+)uz.a- � sa��a,ranu�•aea � � I �C�'c3r I I ' �N'IV�RSITY � ' ; QF MINNESOTA pST� Fi�ld Evaluati an Fo�m `-�. . -. . . .,,,'•,��_ � -�—• v 11_05-3� � 1.Conlact Inforrt►atlon -- ( P�aW�Y�►����^n`g� , Gient Plwne Numbcr. I Address Sar►ie � oatP.�uty 1ath,201 t Weathha C�rsdici�s�� Partly CtaudylCtaudy z. ucfttty arxt su�uc�ture frrtormation ' ur.,tKy locetlan�de�t�ted o r+�d�srace.one cau se �] C7 a�v Pma�e unTic;es �--� i P�Y� ❑oetermined a�d Apprwee By uienc arencs apprwm�in;vaq � 0 DeteRnineE HUt NOt Appr'Oaed f O��mau � �Wuperty Li�es Surveyed � Lpca�e and Yerify(see yte EMo(uatfan mop 1 i 0 Ex�aarxi eu�6d�nss ��mRvvanents ❑Easemerm �semada { i � 8. Sftv Infol'mafladi � Peraen[�Ne 5 51ope f1lr+ection East � LandtcaJsa Pos�tbn BHdcslaPe Stope Shape llne�r f Yeqetatton typeys� tawn � �����fi����a��u��� �yes �I No ❑Loote Areas on SitP Evai�satian Map ' pycuss tl+e flood"a�g or nn•on potential of stte No Ftoodlr�q haza!d. Build saddle upslope of mound to divert runofi. � � Ida�tily eentrmarks and elevetlons(Site EvatuaCror+�tt� 1 Gar�se aw'a�,►�axr�er of garase ri�t next to oara3e wrner. Proposed sol treatn►ent ar�adeq��t2lY protecC'ed B Yes 0� � 4. General Soils I�amatian Original soils 0 Yes 0 No 7ype oi observada� �sal Frobe 0 sa��ewins C]soit�ic Nunh�oi snll obstrvatlons � So1l observ8tlorts were ca+dt�cted in the propnse�i systan lomtion �Y�s ❑1'b kA sdl obscrvadon was n+ade within the rtrost Umoting are�a ot the propostd sys�em �Yts O� 1 Soll boriR9 l04 fornv CwnD4ted and attictied �Yes ❑No � PefCol8ti0n tests Dt�rt�ed,forn�s completed a��d attadted 8 Yes ❑1Vo 1 ( 5. Pf�ae I.Renatlr�Mf�lTn�tlon Depth to standing vrater inches Ant�dPated�udaon issa+es �i Rood d�ratlon feEt Depth m bEdnotk �^d�+ �� Pevtft m periodimlty saturated soll xa rnd� �i Ma�dmum depth af syster►1 0 ind+es �� Oiffer�enc�between so�l stxveY end fleld e2luetion ' Elevacim at srste+n hottOrll 4`s.6 feet �I PeToola[1on fatt IB min!'uidti �� tABdhg rate 4.�5 �d/1� �I Cantau Ioading rate �2 �dlft Sfte evatuatlon Msu�es J oomments po e fult 72 intfi uarcifY befwe I��B�d. 7here a same�u?a�,superfi�5al sod d'aturf�arre here and ttmre parden use snd some lands�avirr;dmbers I hereb�r certtfyr that I t►nva completed this worh(n accordance w�th atl a D��c ble o�dinance�,rules and lav+s. ' pp�0��p�.�� ..a_ / Wb D+nn�CI�3Z26 Julp 14th,201i f� �({� 1� (Desi3++er) ""'� 1 {LicEns��1 (petel � �7��` 3� UNIVER�iTY ��TP Soil �bser�ration La� :� �'�. � OF IVIINNESOTA y��.o�.3� .=•-�.`- Cllenti Add�ss: Nancy Bigos keqat D�sc.riptloM GpS: Same Soil parent materfal(sy: �theck ali that apply� ❑Qutwash ❑LacusWne ❑Loess �Till 0 AUuvium ❑Bedrock ❑Organic Matter l.andscape Posltion: (check oneE ❑5ummit �Shoulder m BacklSide Slope �]F�ot Slope ❑Tc�e SIoRe Slope shape Yegetation Lawn Soll surv�ey map units L22C2 SLope96 5.Q ELevallon: ��� Weather CandltlansJTime af Day, Nddday,Partly Claudy aate .�uly 14th, 2011 �bservation#/Locatlan: B� Coarxe 1-------- Stfucture-----------I Oept#�(inj Textune F��g � Matrix Color(s) Mottle Colofts) Redox Kirrd(s� Indicator(sy Sha�e �,rade Consistence �.�.� �� 3py�2!1 I ' GranuLar ' Maderate � Friable �� �5 SiLty Ctay ��yr 3J1 : Blocky MQderate I �� Laam I I � i _ _�..— _ _� � 15-36 Clay Loam a Oyr 4l4 1 tTyr 412 d� ; Concentrations, . ��� ���t� Extremely Flrm I deptetlons � � . ; � i � ; � � I i --.—' , •i I � ! i , . � � Go►�rnents�tted at 26" I heretyy aertity that 1 have completed thJa wn►k in accardanva h all appl b{s ordinances, rules and laws. `� Ron Oleon�Dale Den� �Dann DCI#: Juty 14th,2071 - (Designer) (Signature) �Li�c.en#) (�t�� ,.,.,,..,,..,...-- - � . _ _ . Add�ti�nal Soit �bservatic�r� �vgs .� . .` . . .�-::-��:�;, � _ .: . . . . . . . ,_:;��; - Ctlent/Address: 3350 Fox Road, Orotw,MN 55356 Legal Descrtptionl GPS: Soi{ parent materiat(sf: (Chetk ali that app�y) []Outwash Q LacustMne Q Loess Q 71u ❑AUuvlum ❑Bsdfiock ❑Organic Matter Eandscape Positian: (chedc ane) ❑Summlt �Shaulder m BaCkJSide Stnpe ❑Foot Slope ❑Toe Slope SLope st�ape Vegetatio� tawr� Soil survey map units t22C2 Slope96 5.D Elevation; 45.75 eather Gonditi�nsJTime of Day: lV�idday, Partly Cloudy I}ate July 14th, Z011 dhservatian#lLocallon: �2 Coarse i-------- 5tructure--------•-I Depth {in) Texture Frag.% �trix�oLor(sy Mottle�olor{s� Redox Kind�s} Ind9cator(s} �age Grade Consistence 0-�0 silt toam 1�yrr 3I1 : , Granular Mnderate Frfable sflty clay Conc.e�trations, 10-36 �oam • ��Yr 414 10yr 4J2 deAtetions � � Blacky Ahaderate F1rm -- ; i � ( . — --- tadnments�tt�ed at 27" Observatfon#f Location: B3 Uepth(in) Texture �� Matrix Cotor(s) AAottle Calor(s) Redox Kind{s} Indicator(s� 1'-'-""'-Structure-----------I Ftag. � Sha�e Grade Co�sistence 0-13 loam t0yr 2!'f � Granular Moderate �rlable I _ - 13-'{4 loam 10yr 3/1 � Granular Ahoderate frlable 19-36 ctap loam � 1Uyr 414 � 1Qyr 412 ncentratlons, � g��, �erate �� i de eti s —_ - � - � — � — � , i � Comments�tlerl at 34' UNIVERSITY �STP Soil Ubser��tian �vg = �`���- �� � OF �IhTNESOrI`A v1t.05.3� ,--�-_.-=- Glte�t/Addre55; Nancy B4gos Legai bescriptlon/ GQS: Same Soil parent mat�riat[s): (Check all tt�at applyj ❑Outwash ❑�.ewstrine ❑LQess �Ti{4 ❑Aliwium �Bedro�k ❑Organic Matter LandScape Positlon: (check onej ❑Summit Q Shou�aier (y�Back/Side 5ta�e �F��S��t]Toe SUope Slope shape Vegetation Lawn S�il survey rnap units L22C2 Slope% 5.0 Elevation: 95.8 YJeather CondltfonslTime of D�y: Midday; partty claudy fYate .7uty 14th, 2011 Observation f�/lacatlon: � I--•----• Structura----------I �epth (in) Texture F�ag� Matrix Cator[s) Mottle CQLvr(s} Redox K4nd(s) Er�icator(s) Sha�e Grade Consistence 0•11 Loam ��yr 31i Granular Weak Friable i --- 11-36 Clay Loam I 90yr 4�4 1Qyr 4t2 �ncentrallonS, ; 51 ���� �erete F�� depletions � I . � I , � . � i � . ; i I --� � . . , . � ' I , � � Comments �tttes at 2i � I F►ereby certiiy that I haue oornpfeted thls wor9c in aocor�an with all eppli ble ordlnanoea,r�les and laws. � Ron OlsorrlDale Denn �genn DCI�: July 74th�2011 - � tDesigner) �gnaturn) lic� e� n�se� �Date� - � ' PEF� t�LATION TEST DATA SNEETS ] Praje�t: 3350 Fox Road, �ro�o, MN 5535fi Percolation# P3 Date per:.olation test conducted: 711�/11 Conducted by: Dale Denn Certification# 3:26 Soi� data from percolation test hole� 0-12 sic� 1, Oyr 2l1 Percolation hole depth: 12 Percolation hole diameter: inches Method of scratching hole side�wall: 1 X 2 wi1 n protruding nails Depth of pea size gravel in bottom of hole: 2 inch�s Depth of initi�l water filling. c 12 Method used to maintain at lecrst 12 inches of w 3ter in hole for at least 4 hours: Manua!fill and auto siphon. ��te and time of initial fill: '!13/11_ 13�5 � Maximum water depth above hole durirrg t�st: inches Time interval: � p3 pepth: 12 iRi Text�rE: s+El Average per�c rate: 26.2 7'irr�e lnterval }nterval Jnterval vtaf� Water W2iter Water Per�c (min&sec) (minutes) (seconds; ime depth drap drop rate minute rano fnterval f�action decima MPI t�f� �l:fl�:�l(� $ . . .... ....... ... sto 0_26:09 0:26:09 2fi 0_15 26.15 7 1 1 26_2 start U:OO:DO $ ......................... .. .,, . 0 0:25:5a �.25:a5 25 0.92 25.92 ��.� �7 1 1 25.9 start 0;00:0� B .....__...._........... .. ................... ta 0:26:32 0:26:3z 26 0.5� 2fi.53 7 1 1 26.5 tart 0:00:00 � $ stc� . .. ........... O:OD:O� ...........�._......... 1 1 art O:d0:00 S ..__._................. .... .,..... sta Q:Oa:O� � ....... 1 1 start o:oo�o0 8 .......................... .......................... sto 0:00�00 7 1 1 tart 0:00�00 8 a .. .... 0:00:00 ...........7......... 1 1 �� � �� PERGC�LATIQN TEST DATA SHEETS � � ' � Project: 3350 Fox Road, Oromo, MN 5�356 Percolation# P2 Dats per^,olation test conducted: 7l��l/� 1 Conducted by: Dale Denn Gertification # 3:!26 Soil data from percolation test hale: 0-12 sic I 1 Qyr 2/1 PerCol�tion hale depttt: C �� l�arcolatian hale diameter. inches Method ofi scratching hole sidF�wall: 1 X 2 wii h protFuding n�ils Depth af pea s�ze grave( in bottom of hole: 2 inches Depth afi i�itial water filling: 12 Methad used to maintain at le�st 12 inches of w ater in hole for at least 4 hours: Manual fill and auto siphon. Date and time of initial fill: �'/13/11 1415 _ __�� __ _ Maximum water depth above hole during t�st: inches Time in�erval: � P2 Dep�'►_ 12 in TexturE:: s�cl verage perc r�te:_ 24.� Time lnferval Intervaf Jrrterval atal Water Water Water Perc {min 8�sec) (minutes) (seconds ime depth drop drop rate minute ratic fnferval ac�ion deama Mpl tart 4:Op:OQ .._......e........ .... . .. . ... sto �:24:2�1 0:24:20 2a 0_33 24.33 7 1 1 24.3 tart Q:00:�D ........_................ .......................... 0 0:23:55 0:23:55 23 0.92 23.92 7 1 1 23.9 tart 0:00:00 ....................... ......................... o fl:23_39 0:23:39 23 0.65 23.65 7 1 1 23.7 tart 0:�0:�0 ..........e........... .......................... � to D:00:17a 7 i 1 tart �:00_00 8 ........ .......... ..... tQ . .. 0:00:00 7 1 1 tart Q:OO:Oa ................... .................,....... ta �:OO:QO 7 1 1 st�rf 0:00:00 ..........8........... .......................... p 0:00:00 7 1 1 �'� d� c�� PERC4lATIaN TEST DATA ,SHEETS PROJECT: 3350 Fox Rr,�ad, arono, MN 3 3356 Pe�colation# P1 pate perc�lation test conducted: 7/14111 Conducted by: Dale Denn �Certification # 32�!6 Soil data from percolati4� test t��c�le: U-12 10y� 2l� Loam Percolation hole depth: � 12 Percolation �Qle diameter: inches Method af scratching hole side+�val(: 1 X 2 witf protruding nails Depth of pea size gravel in bott�am of hole: 2 inches Depth af initia( water filling= � �� Method �sed to maintain at fea:>t 12 inches af wat�r in F�41e fior �t least 4 hours: Manual fili and auto siphon. Date and time df ini�i�l fi11: 7113111 ��10 -� Maximum water depth above hcale during test: 18 inches Time irrterval: � P1 pepth:. ^ 12 ir� Texture: s��l vera�e perc rate: __ 18.7_ Time lrrterv�! Inierval lnterval atal Water V1+ater Water Perc (min�sec) (iminutes) (seconds) ime depth drop drop rate minute ra6o Interval fracfian decima MPI . ., . ... .,. , St�l'� �:�Q-�d sto 0:18:32 Q:18�32 18 0.53 18.53 7� 1 1 18.5 art �b0:D0 ..........8........... to 0:18:49 0:18:49 18 0.82 18.82 7 'i 1 1$.8 tart 4:0�:00 ......................... .........-�----......... sto 4:18:aa o:18:40 1 S A-67 9 8-.67 7 1 1 18.7 tart Q:Q�:00 ��-------.g............ to ... ... .... ..... d:Dd�00 7 1 ? tart a:00:OD ......_...8............ .......................... to 0:00:00 7 1 1 st2�rt 0:00:04 ..........8............ ......................�--- sto 0:00:a0 7 1 1 start O�OQ:00 ........................ ..................... 5t0 0'00'OQ 7 1 1 (� � �/ Minnesom pollu�ion �STp D��51 n Summal �O�A�h�t UNIVERSITX � � OF MINNESOTA �" � ' ,�..,y- Control Agenty v 11.05.31 property Owaer/Uie�d: Nd17Cy R B'i$os - - � 5��: 3350 Fox Street, Oro�114, NW 55336 � 1. AVERAGE DESlGN FLOVY: A, Aesiqn Ftow: 750 GaUons Rer DaY(�) Note- 77 e�hhmated desi3n�law ts mraiderrd a PeaY Ilow ratr includirtq 0 m(etY factw.F u'[ong tcKm perJormarce� [he arernge doity fim+6 rnmrmr+ended[a be< B. Sep[ic Tmik t�pacitY. C�GBIIOns bo�o(tt ts�alue, C, Nurt�ber of S�pdc Tanks or Compartmemts: �, Ef�t�ent Screen$Atrnm? QptiaRdl Trae��Tre9M�t ard�GLw�I Area•—^. 'Fype of pk�u�n' O T� O eed ��a�d Cr,�-c� O cxa�m v�a+ ��eiaoe vao-+a,nar�erd O r�,�o�a��w� o�a��, o�•►+�:�T�6 o„w , s�,�,�x��►= ioa r� sei��o��rea e��,�•� Benehmark l.ocrtian: Gar Apron, N�GCrner Type ot pt5tr�,Uan Media: �Type I Q Type II 0 Type II I ❑Type IY �Typ:V �k D. Pump Tank t �apadcY: 43 Gallnns PlunC TQr�2 C�paCitY. �_�Gallals �J 2. 5lTE EVALWTI011: p, DeAtb io Limitiny layer- �S����� �•�ft Elevation of limiting Layer. 9f,9 Ft 9. M�o��red Ppneenc l�nd sroye: � 5.0 � o,� C. 5oii Texture:�-- � � Per�otation Rat�: 26 Minuces per Inth p, Sofl Hydraulic Loading R3te' 0.45 GPD/ft1 E.Lontour Loading Rate 12-0 Gal/ft 3. DE51GN 51fA1lAARY Tre�h De:ign Summary ��� �ft� SidE'�dll C epth �i� Trench Width �in Total linC�l FEet ��ft Number of Tren�hes � M�1mum Trench Depth �_�in pe5ls�nQrS M�c TrenCh Depth in Bed Desagn Surtunary ��p� ��f� Media 9elC v P(pe �In �ed LertQth �ft I�� � AAa�drrn�n ged pep[h ��n pESi�f's Max bed bepth �in ged yyidth ft AAaund De eiqn Surnmary Ataorption Ar� 62�i RZ ��� 63 R Bed WiOt11 10.0 ft fl G�oar+sand i.in 1.0 R semt vYidth (s�oae a196) �ft Abetxptlqm Wirl� 27-0 C� upslope 9erm wldth 10.8 � oowns�ape aerm wien, 21 A rt Ends�ope eerm Wiattti, 15.0 R Tota�system l.e„ath S3 � Toce�system Widcr a� ft At�radr[esige Summary qbsprytlan Bed Wtdth �1G Absorptton Bed L�ng[h �ft Systern Height �1t ,e,bsorpClan Bed Area r_�f�ta Upslope Betm V�licft i C�fl Downeiope 8erm Wfidtn �8 Endsfape Berm Width �id 8ystem Length �_�!1 5ystem Wtdth ��R �' o� J'� . � �\ pSTP I�Eisign Summaiy Warksheet UN[VER5ITY ; � � Minnesota Pollution OF MINNESOTA ,.~"` � ' _�ti�,�- [ontvol Agenc3r , Pr�ssurc Dlstril�trdan S�nrvrw'y No.of Perforated l.�tet'�15 �3 � P��a����C°Q � 2•5 h P�rtoratton Dlameter 7/32 in Lateiat Oiameter 1.50 in S�PP�Y�Pe��.�er�� NtlMmum Dose Voliune 79 ��� �3 GpM Total Head �►�ft Maximum Dose VOlume 187.5 Hotding'1 a�nks Only Number of FbWing T�nks �� Total Volume o`Hotding Tanks C� gaUans Hfgh Level Alatml? �� 4, ORGANK LOMING(H pre�tl�atmeM is beir�usecl) [hg�anic Laadir►g to Pre-TI'��r�ent 1Jrtit =L�eslgn flow%Estiriwi c�d 90D in mg/L 1n ihe efftuent X 8,35�i,000,000 ('--� � X ��mglL X 8.35 f 1,000,0 xl- ��lbs BODlday L-_-J Calnitate System Orgcnic GaidU►9: Ib;c. BUD/day =6ottom Area -lb5/ddYl(t� �16s/day+ ��ft2= �Jlbs/daylft� Camme�t5/5pec�a����derations: I hereby certify that I have Com{��li2ted thiS w�arlc irr accorcia ice with aU applicabie ordinantes, rules and{dws. R������n�1 DCJ Gert 3226 July 14th, 2011 � - ��„�,.� �t.icense�) [pate) �r � �� osT� �nc��n� a�s���, . LINIVERSITY Minnesota Pollution y �/ � '` y ConirolAgency �1�rk�heet � /�0 ���a��` OF IVIINNESOTA , , .'�,,;��, �. SYSTEM 5121HG: �'" v 11.Q5.31 q, Llesign Flow(Ftow&Sa1(- t.A) : 750 GPP T°L��F l tiU�UNU CUI�IUL�R LUaUINC v..;1tS; �, Soit Lnading Itete(Ftow Ee Soil-3_t)� 0.45 �i�l�ft2 �,:0.�c�tr�Y� " Ta.:futq•((ar;vn� ConiGUr ?��C P..l� UF: .:iu�ntl aC�U.y;iur,�.a�c� Loading C. pepth to Umiting Candltlon: 2.1 ft �c�: D. Percent tond 5tope: 5.(3 % �ec���� �.�. r.3 �.u._.y : h _i� E, jlesign Media Loodf�g Rate: 1.2 GPD/ft2 h> >s.n mp� c�F s.�� r�'. F. Ma+ndAbsorptian Ratio(�'able EXa): 2,70 _ ��u�,�s• •s,:� _. G. pes�gn Contour Loodfng Rate: ��� �pa�� •Syscems w;rn chese values are not rype I systems. (From Table I-same 3s Lineu[.�oaCtiing Rate) �ontour Loading Rate is a r�ecornmended vaWe. �., bISpERSAL Ir1EDIA SQING A. Cala�tate Required pispets+ot Bed Mea:Uesign Ffow (1_A}: besign Media Loodrn�Rate {1.E)=ft2 If a lar�er dispersal media 750 GPp:� 1.20 GPDfft' = 625 ftr aree is desired,ent�r size: (�`y-1ftz l--J 8. talcutate pisper'saf 8ed M�dth:Con�;our Looding Rate (1.G):D�sfgn Medio Loading Rate (1.E}a Bed W9Q[h �z.o ft :[ �.z Q�a�ft� _ �a n G, Ca[tulate Dlspersat Bed Length: Dfspersal 9ed Area {2.A) f 6ed 41�idth (Z.B)=8ed tength sz� �c2 +� �a n � 63 ft 0. Select p�spersnl Medla: 0�p� C7 Uther Approved Medi a 3, qa5qRPT'i0N ARE11 SQING Nate:Moernd setbact�+u'e mecwrect from the A6�sorption A ren. A. Cakulate Absorpt►on Width_9ed wi'�dfh (2.8)X Mour�dAbsc�rption Ratio {t.�=Absarption Width 10,Q ft x C 2.7 y 27.0 ft 8. Far stopes�1%,the Absorption W1al'h is measured downhiQ f�m tl,e upslop�edge nf the 6ect. Calcutate Downsfape AbsorDtion vti5�th:Absorptlon �drh (3.A)-Bed Width (2.B)=ft Z7.0 ft • � 10.0 ft = 17.4 ft CommeMs; Slope,CLR Choice>Materia!issues � � �� 4. MOUND 5fLING � L,C� �- u� ./r,Z,,�•' A. Calculate C1e�an Sand Uf[: 3 feet minus Depth ta Limiting C�� 3.0 f[ - 2.1 ft = 1.0 ft �rsign Sand lift(optional): 1.25 B, CalculaGe Upslope Nel3ht: Clean Sanrl Lrft (4_A�+medio de,�th (1 ft.) *cover (1 ft.)=flpslope He(ght q.3 {t + �,Q f[ + 1.0 ft= � 3.3 ft 7•ji•yln;�•-5'.. �,II: i dSlf _ � � � Land Slope`,,'�,ii � o i 7 ; 9�i'c f �r�� I_11?_i 1 ta1 i5 !i6 L-` ''�..; i"_ ,n �i , tl ; ii � �.� �, I.1�_._- It �r� 51'•dL +i -i. tl� �1=:�� �3:,'=:1��="___ •�: -���' 'S�?05�._94� �i;Ci � ;• __:-.I.. .._ -1 ! id�� .� �,�.�'1 �,F, ' � `, -' ' 1-'- Fi`,• �`_-__i '��ei 'T_�� _!.l t C' ' _ 'I 1 C 1 �t 1' t .�r:if,F! i_7 ��i.3`_��.?J� .S-i3.J5�.J: i�f>I. :� ;j`.4�. �? �= GS 2.41 i :,S �2. 4 .2: .I � _l. l i i.i� • UnaSiepe` � P � i� �� 7 � ,�_h I , � ) � N 9_ ti�� I1 I :1 I] '!,a j_�5 �.lo i il I IS � 1'� i_IO � 11 ; 12 � 2; � G�_ 2�� � j _�L"'if1S��i?-' ,�iji il? - i35; 3,E:�iEtl °ii. �,- .I'-:i_.6S _oai� _ii.�S�i.L?i5.�_�5� i -�_� - ! .i�l �2i`5: ';i �. i;;�r;i � ?n�l);T.: 1'',.i`: - ���•�g�:.>d 'c���ll�5(I,ii55'i°o��5.)i�4S�j-1;',i.'r,i �� ;�0.5?�5'�;'�ip,�p,y��71."v'%��2.-i1(! 1;''!- =al�t)=r��-_i�:� G Selett Upslope Berm Muftlpiler (based an land slope): 3.33 (ftgure[-34) D. Calcutate Upsivpe 8erm Wldth:M�a(tiplier (4.C)X L1ps[ope Mound Helghc (4.B)e Upsfope 8erm VYydth 3,33 �c x� 3.3 ft = 10.8 ft E. Catcutate Arop in Eleva�Clon tlnder�ed� �w;acn {z.B) X,.ond S(ape (1.D)r 100=UroD (ft) 14.0 ft x C 5.0 � : ioa= 0.50 ft F, Calcutate Dowr�slope Mrwnd Helght: Upsfope Neight (4.B)i pro�in E(evatlon (4.E)a Dawr�slope He�ght 3.� fc +� 0.50 �t = 3.8 ft � Setect ppwnstape 9erm Muitlptler (based on tand SLOpe1: 5.QU (figure I 1-3A} H, CdlC1J�8te�pwns�bp�BCIIYt 1Mld[h:MUIL7p�iBr (4.G)X DOwrM,tope Nelght (4.��Uv�vr►siope 9erm Wid!'h 5.00 x � 3.8 ft = �8.6 ft 1. CalCulate AUMmum 8erm to Cover��hsorption Area:Downs ope Abwrption Wrdth (3.8 or 3.C)�4 ft. a ft i7.Q n * C� ft = 21.0 tt J. Aesigrr Dawr�slape 9arm =3reat�n�f�H and 41; [ 21.0 ft K, Select Endslape eerm M�►ltiptier: 4.OQ (usually 3.0 or 4.0) L Calculate fi�siope 8erm {4.K)X pa�wns(ope M+ound Height {4.FJ=Endslape 9erm WiAth 4.04 ft x[ 3.8 fc - 15.0 ft M, Cdl[ulate Mound IM1fidth: llpsfppe B��rn7 W9dth(4.D);Bed w i[1th (2.�}+pnw�tslope Bernt IN9dth {4.J)=ft ��D.B ft * 10,� ft + Z1.(� ft = 41.8 ft N. Celalate�nd Le�rtgth: Endstape Aetm M�idth (4.L) + Bed tengti� (2.C)+�dstope Berm Wrdth (4.L)=ft �5.� � + �� � ft � �s.o s� _ �3.a n 0. If using a registered p��, �ter the Component Length: �in. : 72 ft. p. If usfng a r+egistered product, enter the Cvmponerrt Width: ��in. : 12 ft. Q. 1�umber of Components per Row =B�d Len�fh (2.C)dividE�d by C�mponent Length {4.0) (Rou�d up) 6� _ �� � �� R. Number of k�s =Bed Wldth (Z.B;)divided kry Compor►errt 11�dth (4.P) (Rarnd up) Adjust Contaur L.oading Rate on De�sign Summary page unti this number is a whole number � s �� �� � 5. Totaf 1Jumber nf Components =Nermber of Comp�onenis pa�r R�v X Number of Rnws I C� X �� � �� � � ar 5. A�l1Nd DIIAENSIONS , � ^---------UPslope (4.D�----10.8------ ------ � Q � �� , , � ' � � ' , � � � �15;.,c'I�c�t JI_d. �...il X 2.\_I � � EndSlo a I�.LI . � `Endslo z i�.L> , � i�•d 10 x� 63 '� 15;Q � �7 ' � �. ..� . -- —�–•-�___. G. ..,.... _.._.�. i , —..-- •••- - � � � � U � � � � � � I � � O � I � ' Da�^m5�ope {4_J1 Z�•� � ----------------�------- ------�------ --------- - � Total Mound Len th �4.N► g�'� r 4" inspection pi pe �8" cover on top U slo e berm 14.D} Qownslo}e be���r (4_J1 21.0 10,8 1z" cover on sides .� �- - , (6" topsoil) � � Clean sand tif� (�.A} � �� ��; .i. l . _� �� - J-• .�,� .� •� � �.�_ ..� -. .� � '� � .. .�' •' 1� � - '___ _. '_ '._ .. . .- .�� _ Absorption widt� {3.A) Nbte: Z7.0 � For 0 to 1� slopes, AbsorPtion Width is measurec f��qrn khe Bedequally in botl� directions. For Slope5 >1 a, Absorpt/on �dthi5 m��sured do�vnhil[ from the upslope edge of the 6ed. � � ac� �'_ /. ,zs' 1�-'' �� ��� ��� � �� � o� �/ OSTP Mound Mate ~���� Worksheet UNIVERSITY � Minnesota Pollucio� OF M1NN�SOTA .,, . ���_� Control Agency A. Calculate Oed(mtic)volume��.8ed Lengl:h (2.0 X 6ed►Yidth Ze)X bppt� =Volume /t' v 11.05.31 63,0 fc x 10.0 ft X 1.0 = 63a.0 ft' Divide ft'by Z7 ft�iyc�ro calc�da�tu6ic r� 630.0 ft' + 27 = 23.3 yd' ndd 20�forcasauctabanr- 23,3 yd'x t.z Y 28.0 yd' 8. Ca[odate Clem Sand Vadtxne: yptunue(fider l�ock bed:ANerdgt 5��d iDe ih X Media 11�rdth x Med�Lt+rgtR=[u61c f!!t t.5 0.8 � 1.5 ft x � fU.O n x � b3.0 h - 945.0 ft� For a Mnund on a slope irom�1x T Ydume fram Ler�t,•(Np�Pe�+d�BM-11 x�e�6c�rond eed x�Aed1a Bed Lerigth) I � ft -1) X � _ X � � voam�from wiaa�=t o��ow►o a+�i�n�•ti�x an5orpc►on wiac,e�yo►�s aea x�eea w;6tn� � ft •�1 x ��� x ft - !___�� Tota1 C�em Smd Volume: Vafume trorn��olurr,t j�h�_Yolumfte U►rder Media (- `� � � _ � L._ •- For a Ywnd on a sbpe eeter dia�1'9L Upstope 1h,tumC:((UF����Hei!ht - i)x 3 x 9ed tength}*t=cublc fe�t �� 3.3� ft -1) 7f 30ft x 63.0 }*2= 212.6 t�' p�aweeslape votume:((Oo+�nslo�Ne�gh!�-�Dawratape Absorptla,Nfl�Ge►rqch}+z-cutric fcet �3.� t�-tr x � 17.0 R X 63.Q )*2� 1472.5 ft' EtKlslope Va[urT1e:(Lb►nui Abw�d hleigbt�1)x 3 x MRdlC lhrfdt r=WbiG feet t 3,8�� ft-i � x 3,o tt x 10.o rt - 82,5 �t' Towt C�emt So�i Vofume:Ups(ope vol�m,e •b�vw�tsfope Volume + ;�ape vptvme•votume th�der Med�n_ 212.d tt' + � 1472.6 it' . � 82.5 ft' • 945.0 ft'- 27i�,8 ft' pivide ft�27 tt'lyd3 to cak�ate ad�c Y�� 2712.8 rt' r ri = 100.5 yd� ned zoK for cor�tructabaity_ 1 Q0.5 yd'X 7.2 = 120.6 ya' G Calatace S�dy 8erm votume: 3.5 o.o Totaf 8enn VPftm+e(upproxl�f(Ar6.��Height-.S ft mp�l)x Nntmd Wldth x Mdmd!.e h1�2�a,ft. ( 3.5 . 0_5 �ft z � 41.6 ft X 93.0 )*2= 5834,2 it' Tixat Mamd volwne-cree,sm,a vo�u�ne�toc,c volurr►�=arbic Jef r � 5834.2 ft' - � 2712.8 ft' • 630.0 �t' = 2491.5 ft' � G�vlde ft'by 27 R�ry�'m csla,late cu�dc�rard� 2491.5 it' + 27 - 92.3 yd' ,�,d���,.,���u�y; 4Z.3 yd' x t.z = 110.7 yd' � a.Calculate Top�o�t Material Vatumt:Toeol Mawid Width X Total A1oe rtd Ltrtqth X.5/t 41.8 tt x C 93,0 ft X 0.5 ft - 1941.7 tt' pi�de n'ey z7[�iyd'co catcutaoe ar�x r��s= 19+1�4.7 �t' � z� = 72.0 yd' ! Md�ox for cor�svt�ctabdnir. 72.0 yd' x 1.2 � 86.4 yd' � � � �/ Q� 1'p Pressure �istribution [JNIVERSITY ' MinnesotaPollution ae�t�,� WQ��ksheet OF �NNESOTA . . _�`r,,_.�ti Convol Agency 1. 5ele�t Numb�e�of�-'�°rate+d tatet��s!n system/zorte: �� " �D��it��,� Minimum '�.�xK,�aiiomsoaced3'daert x'ofrodc 3 (1 feet is miMmum end 3 Jeet is max+►num spacin3l _ . '�� Z. ��2CC��f 0l�L'lOfl�Fl[1Qllg: � �.•cJ � �I 9'd racic ''/ 1 3_ 5elect Perjnra6on fliameter Size � /,�� �1 �O�dI�OnS�b�9''1�"l0'�.• pe(ioranon s .I'm 3' ■ h-Z Feet. Pe oratia n can not be ctoser theri 1 foot f�om edge. v 11.05-31 4. length aj taterols Me�ia 8ed Lenlqt rf 62 - 2fc = C b0 ft 5. betentv;ne the Number of Perforati+an Spaces. R+�+�de the U�r+gth of Lnterais (Line 4)by the PP►'jarqtion 5poclr�g (Li�e 2)and rou�d down to the nearest wtrote rn,�mber. Nurnber of Perforation Spaces ` �.�...�_Jft � 2.5 ft = 24 Spaces h. Number of Perfaratians Pe�Lateraf is equa!to 1.Q plus the Number of AerJoration Spaces (Line 5). ?erforatlons F+er taterat = C�SP�� � 1 = 25 Perts. Per Lateral Check tab(e b�low to ve►Ify d��r►iber nf Pe'rf°ron°►�s Per fateral guarantees tess thon a 10%dischcrge variution• The value is dppb[e if the a tenter marfifotd fs used. ~� ��y�imi��I�umbc�raf F'cr'for�rion:Pc� Litcrwl to Gwran[ca�tUe Uischargo�'�riactinn . . „ _ , . � . -.., .,. ��uu-�Yw.-rori�ons.� .� ,-.-- T 7'32 I�ch P�erf vratiom. ' - ---... _...-, - F''rpp Qiamnrvr(l�chr.l Pvrforation SPx�^9 __Fipc C1.'�rrwrar(IncFu:> �^__t P�rfa�.t•o•,�.p„r���d iF:har) 1 �;._ ,,._'i..... Z R3 .,,......�Fe�il..�... � ,,.1• f� ^f-'t:; z -� - 2 I 10 1:1 18 '� ....io.,... j0,..r -� " _`__i t-1--15 i 21 .r'�� G6'- �------.�r•• • o � t� 16 28 5-i 2�` 10 1� 2 p �2 5�-� 3 �gT. 1',� ��. 1 .�.25 52_ _ 3 -.r _ 9 I _�.s^ 19.,..--1-.-�_6U , -' 1/8 IrKti PetT71 n�,iifi: I �"- 3.'7 6 trth F�er�araiion� ----r-""'-' '� 1 Prr(aratien SpacinR Fipe Cra.me:er(IncFae:S P'.ipn Oi��iM�u 11�Cfw:. I Perinrel:an c�.;,C.ng IFwcl 1 7�5 I 71�� � _ 7 , _ 3 . , . IF�CTI...�-.., . l , . �' _ ,�'' 7. � -� . ..... ..�.,z .. .,2t.. ..33.. � �.�..�-T�� 1-l9 _._ ..., .... y, �!i 2b 1 a6 ' .,�7 � ,? �1� �'7 Y4 i 40 �0 3-� 2L� � 3C' Il 69 �..--�1-.�--5�----f _3�_. � �- T� fii 22 3� -��.• •`--•• -3-•--.�... .,..2P.__ _ �g �3P• 1'�,� �_� ��g J --1. • ..r.- 7. Totni Number of Perforctiorts equpils the Nv►nber�f Pcrl�er ttlorts per Lateret (Line 6)multlpUed by tha Number aj Perforated LnteraLs (Line 7 j. Z5 perF.per Laterat X �N�mber af Perf. Laterals = 75 Total Nur�er of Perf. g, Ca�ulate che 5quare Feet p�r Perfor�tion. Rerommended ralue fs 4 i0 Jt 2 per per�orat�orr. ""'°"����'F Does no!aPPry to AC-Grades "`�a�rq �i� ���� -�u '�, ged Me� � B@d Width(fC)X B�ed���h�ft� ,,a• o.,e e.�, osc o,» r �.5 0.22 0.51 O�fo o,� 1 V li = L PLQ {� 20'^ a.ze od� 0.l0 i.a X fi�2 ft ��s • a.�, o.� o.�, ,.,� 7.0 a,]3 a.'n o.�v 1.2E s.0 U.77 , O.i] 1.17 1�� Square Foot per AerJorvNon =8ed Areci dmded b�+the To��[Nvmber of P�rforotlats (Line 7). 5.� o.�t 0.93 �.0 +.is � ar�F^T•^�h Srie.�ei,�a�i���a6 6�0 rc� - '1�5 ����o� _ �.3 �r�ertoranons ��°°� p�YfORIbK ... w..��1�w n,�n i�e;�ii p.�!�.�bin ireec ar.r.,••�n�.�•o.�a.wr..a�b s��e 9. SE�CZ 1�'�f fl�Ritllr}/yVcfQ�4C+HFQ�' 1.� fC _ htJi ia i��inch Ot[for�cqm • ati�..,.e�;;�:,;d.�a Mtt:rion ve v,cn �recc �ora[fon, 10. Select Perfaratlon DiscMrge (GP1w)based on Tabte III: Q.56 GPM per P�rfa�atio� 17. p��rrrrine required Flow Rate by multiplying Che Totaf Nu�nber of P'erfarutions (line 7}by the Perfordtion Disthar'ge (LIf1e 10). 75 perforations X 0.56 GPM per �erforakion = 43 GPM � �� �� �5�"P Pressure 3istributian UNIVERSITY �� Ntiinnesota Potlution pes�gn Wai�R�►1���'t OP M1NN�SOTA .., ... . ,.;�,,�y.. Contral Agency �Z, $L1eCt 1�►pC Of MQn�fOtd Connectian (End or Cen[e►): ❑i x�o ��++�* 1.50 ]in Yable li 13. Seiect lcteraf DMameter: vaiume of tiquid in 14. Votome oj Uqt�ld Pier�ao[af Uistri6�ution Pipi»g: �J.110 Gallonslft �p'� Pipe Liqttid 15. Y���nf�istrid,tion Ptping = i Diameter Per Foot _[Nomb�r of Perforated Laterats (EJ11C 1)X L��fgth of l�tet�!s (Line 4)X � (inches) (Gallons} (Volurr�e af llquid Per Foot of Oistr►k�n PiP�ng{Line 14)] 1 0.045 1.25 0.078 C3� X �� ft X 0.11 D gal�ft = 19.8 Gallons �.5 O_110 �_�_—� 16. Mlrtimum Dase=Ydume of pistrib�tian Piping(Line i5)X 4 2 b.170 3 0.380 �Q.$ gaLS X 4 � 79.Z Gallnns 4 0.661 ___ .. -- _ ,_ - "' C p�pe� . Cieanouts ' '- i I i ,'� Manirold pipe, pipe from pump � , + 1 � I I � - '�r an auts � � AltemaDz loc�o i � � 01(K9C fr9m p��P s � ahPrnate Io�aGon P������ of ' from um �� d` �/ QST� Pump Setec tion �7esign '�JNIVERSITY �� Mi�nesotaPollusion WQI��CSI�Ie�t OF MINNESOTA .. ._�'�`.�� Control A en _, v t1.05.31 ' 1. PUTAP GPAGRY p, pumpir�to Cravitp or Pte53uTe Dlstributi�on: O c�'a�tY �� Salectton requirod 1. If pumping to gravity enter the gallon Pe►minute of the pump: ��� 2, IS the pump for the veatment syscem or the collectton sYsiem: �TrmaosrcSrstem O f�nealmSV�n� Selection requi td fvr wwksFx�r.t to wv►k P►a'Pe'r�Y 3_ if pumpNtg to a pressurmed treatment 5�ystem,whs�Pert a�YP'e�f system: �)So1l Treatmer►t Umt Q Media Filter [a Other 4�.� �M 4. 1f pumping to a 4��d�no�rnon system: /UM iT of Pr�urr AkD'i6iR�ar LLr!0 of l�lon-LewV ar M[af 9J Catlecflan Systm) 2. HFJ1D REQUIREMENTS - -- oi s�mm �� •�� &polni oi dlsWigc 3. Elevation DifferEnce • d beCw�n P�mP arxf point oF discharge: �t��,� MOTE:!F'syst�m isun irrdividuvl St+h�wrface sewege creatmertC -- -- � yyg��,mmplete steps 4-9. tf system fs d Colfettfan 5f+st�, �k�v� 0 o�„m�;. 611xrnrn y�p�p�4,�,7 and 8 and go to Step t0. � _. _.. . . C ----._ ' . ... 4. Distribution Head Los� ��ft � ............................. .............• 5. ��l��. ��ft(due m specialequu�mern,etc.) ��Frietlon Lass in PlasNt Pipr per 100 ft pistribuHan Head l�ass (C=13Q) Gravlty Utstributio� = Oft Nomir►2►� �iPe�fameter Flow RatP � 1 Y, 112 2 3 P�essure D�stribution based o��Minimum average Nead Value on Pressure�7lstribution Woricsheet= 10 9.17 3.08 '1.2T 0.31 Minimum Avere e Nead Oi?rtributian Head Las s 12 12.T1 4.31 1.78 O.d4 - 1 ft 5 ft 14 16.99 5.74 �.36 0.58 -- 2ft 6ft Sft 10ft �6 -- 7,3b 3_03 0.76 O.tO ys -- s_ia a.�s o_as o.+� 6. A.St�pplY PiPe Diameter: 2.0 �in 20 •.- 1 t.11 4.68 1.t3 0.16 25 -- 16.79 6.92 1.71 0.74 B•rx1PP{r p��►�6�; 6Q �ft 30 9.65 2.38 0.33 7 g��F���S t�t PI�t1c P[pt per 100ft fram Table I: �5 -- - i2.90 3_18 0-4d 40 -- - 16.52 4.07 0.67 Fr�a�on�oss= 4.62 n�er�oofi af p�oe 45 --- - -- s.o� o.�o �. Oeteimine Equlvalent Plpe Length from Fxrr�disctiarge t0 soli dlsp!rsai 50 ... .-- ..- 6.16 0.$6 area dsCharQe point. Estknate 4Y adding 25%ta AcPP�Y�p��h for 55 -- -- --- 7.35 i.4�' fi[t�nB� �P�Y��►'3�(6.8) X 1.?S=Equivolent Pipe Leny th 6Q --- --- -- 8_63 1.20 6 5 --- --- --- 10.01 1.39 60 R X 1.25 - 75.0 ft �0 --- -- -- 11.48 9.80 4. C81�ulate SupplY�r9cNan loss by multiplying FMctlan lats Fer f00f (Line 6}by the Equ�vafent Pipe lmgth (Li��and dtvide by 100. S�+�P�Y Fnctbn loss= 4.b2 r��er�aort X 75.0 tc * too = 3,5 fc � � �1 OST�� Pump S+�l�ckian Desi�gn (JKiYERSITY -' ��_ MinnesotaPollution WQr��E'�t OF MINNESOTA ' C�ntrol e '•�1�~- 1�. Equivalent length of PiPe ftttings- E4uiv�+tent Lenfeh Factors ffG?fo�PVC Pipe Fittrrrgs Section�Q i3 faY CNt�rtion SysMrns O�IL'�and daes NOT need to 1�e alpe Drametr�Nn-) cor�fetrd fa-individG01 st�s�trfa[a sewnge tr�sctrnent sysEeirn. Fitt�ng'Type 1� z 3 ��ityX Equivaleilt L�tqth Fattor-Equlvatent length Gate vatve �.p7 t.38 2.oa 90 Deg Elbow 4.03 5_17 7.67 Fitt�Type Q�e�tltY Equivalent Equivalent 45 Deg Elbow 2.�5 2_76 a.09 l.attigth Faetar Length(ft) Teet•Flav+Tt�ru Z_68 3.45 5.11 ee- ran[ ow . 1 . C-,ate Valve X - Swing Check Valve 13_AO 17.2D 25.50 ���� x � Angle v�l�e 20.10 Z5.B0 38,40 Globe Valve 45.b0 58_60 86.90 45 DEg Elbow X � Butterfly Valve - 7.75 1i.50 �I��FlG4M�1R1 x w Tee-Branch F'tiDw X = NOTE:Equrvalent length values for PVC pipe fltttngs are bas�d an cal�uEatlor�using the Hazen- 5aving Check Valve x - Wiiliams Equation. 5ee hdranced pesi�ns for 551'S Mg►e Vblve X� ^ for equation. Other pipe matenal may require Globe valve �; _ titfffrpnC eQutvelent length fa�tors. V2r1fY otf�er equwalent length factors with pipe material &merfly Valve X = manufatt�. Yal�10 X - NOTE:System insiailer St►ould ConWCt system Vatve�t x „ des�r�er if the numbef of frttinps varies from tt�e desiRn to the actual"mstallaCian. A� Sum of Equivalen[Len�th due ta ptpe fittte�gs: C�ft H�axen-Wit{iams Equatian for h B, Tata!Plpe tengch =S�PIy Pipe L.ength(5-8)•�Qulvalent Pipe Lengt n(9.a) 1 Q.� �n +Q n - Oft hf — p4.�� * C�=C)�.ss �L C. Harer+-4V1tl��uns frictlon Inss due to pipe fittings and SuOL�Y P�'{h,): Q tn gFxn L in feet D 1n inchec L=13D (70.5 � Pipe Diarr�ete�''�'} X (ftow Rate = Constar t}�� X Total Pipe l.en�th (10.8) (10.5 + �in4�) x (�gpmw 130)i.ea X �ft =�ft 41. Tamt Head requirertx�tt�s the sum of the�E7evrrtion Dif(erence {Line 3),tf�e Uistn�Cution Nead Loss(Line 4),Additfonal Head La55{�.�ne S}, end elther Suppiy Friction Las(Line 9 ),oc'Fnetian Los;from the Su��ply Pipe and Pipe Frtings for col[ection systems(Line 10.C) ivOTE:S�ly FNcrta+1c�s(r.in.a)nee�d�Nc�be us�d rf►�OT o c xreerion sysr.m. NOTF:Friction Loss frwn d�S�+PAfY Aipi�and Pipv�iftinqs(Lfne 1'.C)need ON�r be used 1f system ta n cnflection syseem. �ft . S.Q ft � ��ft � 3.5 ft = �ft /'7,� 3, Ptl1AP 5E1.ECTION A OUmp rtnnt be seiacted to deliver bt le2LSt 4� GPhI(L�ne 1 4�Line�►wlth at l8ast � feet of mta[head. tomments: �P tYPQ � . � � �1 OSTP IPump Tank Sizi ig, Dosfng and Flvat �NIVERSITY Minnesota pbllvt�on anci Timer Setting �esi�n Worksheet OP MINNESO'1�A _�'.�.�,�,:� [ontrol Agency v 11.05.3t DETEStMR�1E AfiEA ANDlOR G�LLdKS P��i INCH 1_ A. Re�tat+�te'area-l-�h(�)K vWdth(W) y�tr, L�Jft X � ft R �� B. Circ1e area=3.t�ar�(3.1�X radus x radh,$) �� 3.14 x �.-Jz ft = �n� C. Tank model and nwwfacw�r�r: Belte '�aine B$T Radi 0_ Get area irom manufxwer ��� E. Get�ttorrs per;r�t,f►em rt�enufacn,rer 3a.3 r�tlons per tncn � c���c,�co��rr�,ur,: Y1kre are 7.48 galla�s per aihlc fdot 1i�erefore,muttiply tn2 area from 1.A,1.6,or t.G by 7.48 tn deterrrrine the 5auarts Per foo[ the W+�holds Then tiivide tiwt n��mR�r hr�l 12 to calc�[ate ttr��uoru P�'�h- (Area X 7.49�l�u�/it')/(ti�in/Ry� {� �x x 7.48 �al/ftj r t2in/ft = 30.3 Gallnr�pertnch u TAtJ1(CAPIUCRY 3. F�nter the Oes�ed Pu�P ToMc Go,pacity(mPnimam prnvineed Ir the t�ble below): 43 ���� �. catcutate rotal 7'cnJc votume a peptn Jram bottom af mret prp�to tmak bottom: 49.5 1n B. Tote!Tunk Vo[ume�Dep2h frum boitom oJ fnlet pipe (l.ine 41►)X Gollonsllnth (Line 2) 49.5 in K 30.3 Galta�pe �h = 1499.9 GaUaes 5. Catc,ulate Volume to LoYer Pamp (17►e inlet of the pumP must be at teast 4irxh�s irom the battom of ti�e punp tarlk @ Z 1ncFws af water cvver'i�9 t�D�P is recor�mended) IP�tp and blaCk heigM+2 ind�s?X Ga(lotts F�r frxh (1 P or�) � S4 in f z S++�hes! X 34.3 ��allons Par�nch = �{$5 Gallens oasrNG vOt.uME 6. Mlnfnwm Pumpa+t vo�ome •4 X Volume of�bution P1pin;: 79.2 Gatlons -!ire 17 of[he Pressure Distribu�ion or tlnr ti ot i��e'� 7. Ca�.i�[ate,►�,m,m Pumpaut volrune t�g of Desi�Row) p�;�,F7�,,: 75iQ GPD X O.ZS • 187.5 Gallons 8. Se�ed a pexnpaK�olume thUt m�eets both ftems ahore (Line b�7): Z70 G�118ft5 9. Cfficutate D�rs Aer AaY=Desi�Flow=Oos+a3 vol urt� 750 gpd : 270 gaf = 2.S bses t0� Calrulate bralnbadc � 0. Ula,neter oJ SuPply Ripe- 2 nd�es B. t.ens��s�,PP�y�Pie' 60 feet G, votume ol u4+dd Asr L��+eal Faat ol�P�= f 0.170 Ga11a�eJft D. Orainbxk 'Lerr3lA Of Stt�1p(y Pipe X Vdume 0�Uqufc Pe�Lfllear Foot oJ�Pe �Gp�ft X C�.17Q gaifft = I 10.2 ��t�ais 11. Total Aosing Vorume -Dnsing Vatome (Lir�e 8)p��s Dralnbar; (Line 10.A1 270 gal+ 10.2 gal■ IBI I�GatlaRs 1i. lAfMmum Alarm Yotume-�PU►of alarm{2 or 3 i�d�es)x�1.ons per 9nch of mnk(Line 1 or 2) �1n X 30.3 gal/in = , 90.9 �au�s �� o� 3/ �STP �'ump Tank Sizi�tig, posing and Ftaat u�jvERsrrY .,``.. Mir1ne54W p0��ution a�,d T�mer Settin� I�esign Wvrksheet o� Mrr�N�so�rA . ;,.�� CotlLrQl AC�EnCY . � TUNEii or DEAAAI��LD�T SETfINGS SNtCt Timer vr tlen�d D� ��T�r �oena�d auu p. 11rMr SetLir� 13. R�quined f1Aw R�7Ce: •Note: This value must be a From Drstgn�Llne 11 af Preswre DYsu'�A�rt+bn or une 10 af Non-.evel`): 43 GPM cdjthted ojter rield B.p,,��ul�t�d:GpM=�har�e�n i�e�uh(�)x Gnllons Pt�Inch(�ne 1 or 2)!Time Ir►tt,rval M Mlnutes ���,�L� �tn X�I9�lin:�rt In=�� UPM c�ccurorron. 14.ChooGe a Fiow Rate frvm Lire 13.l►o�13.6 a6ove. [� �M 75.talculate TIAIER ON setting: Tam1[k.ing Volume(Line ty)fGPA�1{Lfne 74) �Qe����p�pm=�A4 nutes oN 16.Calculate Tfl�ER OFF sett�3= �linutes Per D0y(t 4�01/�e5�r l5oy(clne 9)-Minutes 0�(!i��e 151 t�40 min .- �,dOSPStdey - C�min = ��Minutes pFF 17.Pump dff Roai-Measuring fmm�ottnm of tansc: D,fstmxe to set F4�mp Of(F7oaC-Graflons m Ca+�er R�mp(1lne 5, /Ga!(ons Pvr frxh(Une 1 or 3J: �gal:-��4aL/in� ���nches 18. Ndrm Floet-AAeaauir�q from bottcxn c�Wn►c Oa��ee in set Alarm ftoat=7�b;Uepthl�U-Atarm Depth(l Inr T3) �in - �in = �1i i 9. DEMAND OOSE FLOAT SEITp�IGS 18. Lakulate F�ant SePerat(vn Ofsterx�e tair►q,Aosir►9 Volume- 7otai�asing vdume(Uisr f2)/Gaif(ons Per Incb(t-ine 2) 280 �al: 30.3 �gau�= 9.2 i��s 19. Me.iwrir�from bottnm o!tank: a A+st�to s�[Pump 0!f Ffaat�►��urnp Heiqnt *8fork l�leigAr (Line 5)•alarm Depch (Line 13} 14 in+� in � 17 ind�es g. msrmae ro s�r�,rr�Ora ftonr�oirtance ro 5ec�um�GGff�om �c�r,�r9.��r Root SepGltltlu►1 DISteRCc(LIAe!B) 17 in� 4.2 � in � 26 ��d+�s C. pjqtonce(n set Alamt Floot=A�stanc'e to set PumP-On Fiooe 19.6)*Alam►Depch (2-3 inches) 26 in* 3.0 in= 29 �nches FLOAT 5EITWGS pE1�M�OO�.�MG T1MED DOSalG �— Atam�Pepth ,�9 in Alarm bepth in p�p p� 26 in 91� G311oR5 ..._— Rmp Off �7 in 1�'C0.7 GalllOtlS PumP� in —. 5'15.1 Gallons c3� �` �/ i�~ - — , . . , ' • ' � .. , .. UiVI�ERSITY .� , ° �...°.. _ . OF IVIINNE50TA . . ,;�•,�. Septic Syste�n Man�gement Plan for Abov e Grade Systems 'Ihe gaaJ nf a sePhc sysrtem is in protect hu nau healih �nd the environment by PmP��Y �ng wastrewa�eY befare retwrning it to the enviroar�eui. Your �Pted b2Ck iflto a�akes, �st�.t'►t�ud organisms an�d r�move �follut�nts before the waier is recY grouttdwater. This m�ge�ent plan�vill identify the operat ion �d maintevance activities necessary to cnsure long- term perfor��ance of yoL�r septi� systam. So:ne of these activities must be performed by yau, the homeowncr_ Ot�er tasks must be performed by a licensed se�mc maintainer or servict provider. EIowever,it is YOUR iesX►onsibility to make sur;all tasks get ac,compbshe�in a rimeiy manner. 'Che Universlty o f MQnneso t a's Se pf�c s y�tem aw+rer's Guide cantains additionaJ tips and recommendations designed tn extend t�e effecti�'e life of yoe�t system and save you money over tiYtie. pnpper sepiic systel�des�g�, �'tlotiat, op�mA�n a�d rnairetenance means safe ared clean water/ ��cy own�r fVancy R Bigos � ��,m�na� 3�5C� Fax Raad, Qrc►no property ID � 5ystem Designes Qale Qenn Phone 612 31 C1-7887 � System Installer Ron d�lson Constr Phone 5�Z 3�9-424� Service Prvvider/Maintainer Ran Olson C:onstr Phonc 612 369 �240 PermittingAathority �I�/ U� QI'0110 Phone Permit# �1��� i � ' Ke�p this Management '.Plan with your Septic �ysrem Pwner's Cruide. The Septic System Owner's Cruide iocludes a falder desigc�cd to huld maintenar ee re�ords including pwr►Ping, �sAecrion and ev�luatian ceports_ Ask your septic professional to also: • Attach permit iaform3lion,designer drdwin�;s and as-buitts of your system,if they are availabfe. . . Keep copics of all pur�aping r�c,�rds and oth�;r maint¢nance and r�r invoices with this dncument • Review this dxumeflt with yrna mgimenan��prafessional at e�ch visi�discuss any changes in product ,� use,acr.ivities or water�appliaf,ces. For a copy of t�e Septie��stem DK'►teT's C��d�� �ati� 1-500-876-8636 or go ta httpJ/shop.extension.umn.edu/ http://s eptiC.u�nn.edu Ve�sion 11/U3/2010 � i , 1 I ' , i � �pnG.�stem ManagemeM Pl�► � UN I V E R S IT Y for Above Grade Systems � � '. . QF MINNES�TA .:�_ � �- You�S�:ptic System ... ''��' ; _ _ . .. :.�,: .� .. � ,�.,,�:s,. �_.r�.�,�; __ --�,_.�"'�r �- ,-S-"'�`-.` ' _ :_�_ _ _�_ '� � � _ ,'� � :'._- -__. - __ -- -- - � 9.�w�. •�.. - .' --=-=-_-. _- -- � , - " ' 1. �ri' __i:_ �'��_ _�..— _ ��~.- 'y.��t� - _ _i. ; _ - _,�` ::✓' •- -. ►„�. , ' �+ '.�:�:-�; - ' - ' - AW�n9_ - . . , . � -r~__,�.wnw �IIltJI II•Mul.. ./ • • ' � � ' �• rl�,• �f01':vllim���mowi�i �r �S:i�:JyR�r�C�� In.b:IMG�GG• ?S� lOiT.y..- • �CIM1I�I.. ' _ . 'S_C_'L'I •. —.-- _ ' . . , � ..�.r�.r.r� " � ��� - _ �..�.w..'� � ���� �'� ���. ♦ ' ' • ..�'.'� _ � '. . ' rJ'�:Jl:u�l tJl-µrrc���i1�;,� ,,�� .. � . .$�1S�L'AI.;14}ul�+�l�' . .• � Septic;iystem Specifiics � System is subject to operating permits SysbemType: .�[Q�i�)flI�r'*�V* � Systern uses UV disinfeCtipn �mit� (8used on JI�IV Rules Chc�pter 7080.2200—240�►) Type of advanced treatment unit '�Addrtia�al Managenient Pfa�required Dwelii ag'�Pe WcU Canstractioa Number ofbedrooms• 5 _ Well depth(ft): Unknown System ca�acity/design flow'(gPd): 75Q _ �Cesed wetl Casing depth: Unknovm Mticipat�ed average dail;y flow(gpd): 75fl _ �Oti�er(specify): Comments � Distance from septic(ft):'1�0' ����? �#�? _ ls the well on the design drawing?�Y � N S�ptic Tank One t�nk �"aru� vcdume.• galI ms � Pump Tank ��o gallons �7oes mnk have two compariments?�l'��1d a Ef#lue�t Pump make%nodel: ' � Two tanks Tarrk v,nt►o,re: �a gati ons Pump capacity 4� GPM ❑ Tank is constructed�of �ncr�te TDI3 a Feet of head I 6asement I Ef�luent Screen type: _ ❑ Alarm loca#ion j Soil TreE tment Areg(�TA) ! Mound/At�'rrade area(��vidth x length):4Q �{ x 85 (� � Cleanouts qr inspection ports � Rock bed size(widih z ltngth}� 10 ft x 62 ft � Surfsce water diversioQs � Location of additionai STA: On sfte map Additional STA not available � -2- .5�� ✓ CITY OF ORONO CALLEO IN !Q D�� TIME INSPECTION NOTICE SCHEDULED � -/-// � PERMIT NO. �Ol�-'�����COMPLETED ADDRESS �3JQ �- �� OWNER TELEPHONE NO. �52 ��� ��77 CONTRACTOR �G��'�. �-PTX�� >; DESCRIPTION �� S � ll� ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FiLLING � ❑ POURED WALL ❑ MECHANICAL RI � LAKESHORE/WETLANDS � O ❑ FRAMING ❑ MECHANICAL FINAL ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT � ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP i ❑ DEMO-FINAL �SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a o - l �oa (,.- � S. C.o .�-` c3 0 � i-/� � r�s � � �C�G7 `f'��J• ��r�i� ��IL �� � � �U c.,�J� 6r— C�✓ f r l�� Q � ��; x � �"3 t�� c 1� ►3 e c.� z � �XLc.J �u r�• � C �A !C S. C d.�-�-��. W � � W� ��IORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY 0 ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWiTHIN HOURS. C PHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR � CITATION ISSUED C INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (952� 249-4600 OwnerlContractor on site: Inspector. � White Copyllnspector's File Canary CopylSite Notice 1 I �t^ _ � �6�'p'�t.p �/ S,yo ��_�t � N -T�'r-}`i�Yn'cti-�'� �;� � i v R��4- � � \ - y�o�` +���r r �'R�=o�t �Ro�ER'� Li�✓E - — --__---- �. . Y�hl(r 44�.� � . I �1 f'..� -� T�es� ��,�*1\� d � Y �G � � � � � � �y�?'j °!��� S +' n 'si' �_��_.� �(.O+ i, x , !� ..�'�--�j�� � //��1 "i.�9 � / � � � �E7f!f.^.v�� � _ \ / � V 9v�4 //`` V% /\ 1rnRrS-F ' � ' � � X 9s�1�� �i �� � � m / � � � , i� 'f 1 N/ \\ �`�' �PZO�OSE� 4'U�1�`� •�< \ �1�-�- ' 1 � / \ en / / , ` � - 'fAl-��t S � � � �� � t , / ./ � I�E�� '�v P• _3�0 �-r000 i c�o ,�`'� � \¢a� ,\ 9sar � � �; t •1 } �s 9S3o ) � 7H,Uv'; ��y t � r � !'n;i �� - M � .� ,c � � i � [AKE ����� � � ���, � � � ie �� �� so' ���rl s '� i t�t.3 ` �'�- � �� ��9.3 , ""�` � _ � ���� ' q��. / a �, � � / =So 3 � \ ! � �/ ��79� �� � • y � � /`J - � � ; \ ( �- � 947�; � \ ( � �-`_ r + ! ��oQos� `'=�� 114� � P,��+*P�?�b _ L�IY�"n'v$<-'R. �/S �x�sn�V y�,�LL T � 3� � --���ES 9� � �Riv6wkY �--"� ` N 4 .- ---^- .%�Q��OSti'O I�/'RKin+ls . � � - �SA u�GS AR Efl `� � �-i5o0 m C '�;� cx�sr�,v�- � � ` �` HouS� o � ; ` \ . �O��M A L. ��� 3� , „ Y N ' ��pR-Y 70' � ` G�+c,>7t n� � � ? z ��_y � f Ex�srw� � N V TANkS, .-,_. ��� A'�.1� �-)'�Dt�� �GG;i1�'PM'fFT�_�'� O'� '11�� 'P�OYoS�C� 'f5C�1q''�!'1'�aT R4-�LtS 'b'�f�SL� �'A'FT�'� �� LU�1`��t�i v?L. [�m � �.4w� �� �ag,'3 �-��=6o PROPcRTY CF: ��--�-L-��Coa-� 'Pe� �-'7 -`3 S . t_,A1�-� m,�u�n u K-►� �XSoilcBcri�gs Tests Sca1e� :�"��i� �0� �'��. �A-�t�5�-1'� r�s-t��c.-�. Q�'r.n�: Merk e4-��uo t��+_ l�ra� , L�� • � hote= i hs sys'em i� io be ca�struc'ed to meet �hp Iy��Ili�2�d�.7 �.�.i�:J;��`i� l.Ci��(0� {:C�RCY .J P�J///YV�! / Chap�er 7080 & Local Orciiaai�ce � � Opsig,�d �y� `l `" �• L---- t�Tote :. Check all un�erground utilities Cc;e��/�%�; PH.5i2-497-3566