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2008- P12067 - septic
� � ' ' PERMIT CITY OF ORONO 2750 Kelley Parkway- PO Box 66 Permit Number: p12067 Crystal Bay, Minnesota 55323 Permit Type: Septic (952) 249-4600 Date Issued: 5/29/2008 SITE ADDRESS: 520 Big Island Unit# Excelsior,MN 55331 PID: 22_117-23-42-0019 DESCRIPTION: Proposed Use: Residential Permit Class: General Se hc Permit Sub-type(s): New Septic System Permit Type: P DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 100.00 valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: Sons Excavation&Septic OWNER: Big Island Inc. 30423 State Hwy 25 P.O.Box 188 Henderson,MN 56044 Excelsior,MN 55331 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. � �1 APPLIC T PERMITEE SIGNATURE S ED BY SIGNATURE Copies: 1-File(Signatures Reguired), 1-Applicant, 1-Monthly Reports, 1-Assessing,(If Septic, 1-Septic) Page 1 � City of Orono /p�� FOR CITY USE ONLY 0� �0 P•O.Box 66 �'�" � � � � �p 2750 Kelle Parkwa �2 Date Received: d0 Permit# «�o i �t Y Y �. 51� �Z � ���1%�x•�. � Crystal Bay, MN 55323 ��'�,����oi��o` (952)249-4600 Amount: $ /DD• � 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 Infiormation: , ,� ��a��,� :� �� � �.� _, Site Address: .� �,�J 15,0, 1 s�>.���)r�5����� +-, �— Owner: /S,��SIc�� �,,,c;. Mailing Address: �� ��Y l�_�' ,�«zlS,�� r City: � �,�c:e jS,r,� ZiP� ��� 5�3� Home Phone: �c�v �/�-;/� �,��;� Alternate Phone: Contractor/ Applicant Information: Contractor/App.: �;,,; �,c��,,x�,�,n;_��c- Contact Person: �c. Address: Sl�y 2�� S f ��u�� �;5 State License #: ��; D� � City: ��-�,.����,-;<<.� ;^�1 Zip: � -D � Expiration Date: �0 %� Phone: �, l� �.f`lb `�l�'y Alternate Phone: TYPES OF OCCUPANCY (�C Residential ❑ Commercial ❑ Other ������, P�ERMIT TYP��AND� FEE'S �'��� � : ,�°�_.�� �. E �; � ,���'���� New or Replacement System $100.00 �DD.O�_ Repair Existing System 50.00 (Tanks or Drainfield) State Surcharge .50 .50 Total $ (Q('.�� V:\(Permits)\Septic System Permit Application.doc 1 / 2 ' ** ATTENTION APPLICANT ** Fill in all a pro riate blanks and check all a ropriate boxes. I will be installing the following: Tanks �recast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) Number of Tanks: � �-�% Size of Tanks: � ��� ( �UC (r?c�c� Treatment System �Trenches s.f. Mound ��� s.f. Gravel less s.f. Chamber s.f. Final Cover/ Top Soil to be borrowed from site (show location on site plan) trucked in 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 ,,,,1� Date: �j �� -v� MPCA License No.: �l�[) Staff Review: Accept ❑ Denied Reviewer: G�:�"��^� ���� Date: �S� (Co�� Reason for Denial: Comments (to be printed on inspection card): V:\(Permits)\Septic System Permit Application.doc 2 � 2 ** ATTENTION APPLICANT ** � Fili in all a ro riate blanks and check all a ro riate boxes: I will be installing the following: Tanks ��ecast Concrete ❑ Fiberglass ❑ Plastic ❑ Other (list manufacturer) Number of Tanks: � � Size of Tanks: � ��� ( �Uc� (�,?c�c.:� Treatment System /Trenches s.f. �� Mound ��� s.f. Gravel less s.f. Chamber s.f. Final Cover/ Top Soil to be borrowed from site (show location on site plan) trucked in 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 .,,1� Date: ,S ��;�-�� MPCA License No.: �� (}(,, Staff Review: Accept ❑ Denied Reviewer: _ ��t,�ju-� ���� Date: �' ��-C� Reason for Denial: Comments (to be printed on inspection card): V:\(Permits)\Septic System Permit Application.doc 2 � 2 , � � � ' • � r' � �� �t( �D's� ��Cr;�,utR.����� L � � I�S�t^ � SF.PTIC PERMIT. (. i� _:� tr�-9;;'') � ERMIT NO. �. s�P�r�� ��s���� 5��� g�u��D � �., . APPROVEd AS � ppPROV�D W17H COftRELTtOIJ�A�1'1O NOT APPROYB[3�COR���sh 11 domA Tfiese oaennteiMs�ts ior yow ��p� , in full compliaaas�sll�Pf►1ic���in �'J���r,rE�! Date � � ircments i�tudSB �8 T��T1M63 tIS PLAN ` pwnerlJ�uilder� � -�� Address � � i _ +� Site Address _� ���� phon� ' � � -�' Work P��one � � Home Phone t� TI��fol�owi.��it�formartio� htrs been cvtrtp�ed fnr u single farnit,��ome= ORONO COPY Bedrov���—t�PD,���C�arbage Dispvsal _�d �,i#�Pump in$as�ment� �, pu�p Tank Capa�ity .� / ���`. Septic Ss�nk Capacity t� � ��5��� �,���x�'f Fi �` i� xp�r � � Mound !,�_ 'french Sysrem Type- �_ �,,�;� Slo�e � Fres.qu�e Distnbuuoo: Gravity _._..— � „ 5ai1�iai�g f�ctor ,��.� P�zc Rate Uepth to Restzicted LayeT� .�,�.-- T��euch Sy�tcm: Drain�eld SzzeJSq,. �'�. _�-- Lineal Ft. ,.,�..�._..— Number of Lat�rals �„!�. Rcsc:k (T�*na} �. SII7 Widtl� Ro�k Witith Max Trench Depth — - � --_---�---- �� ` ` Sand Layer ,�7,���`'� ��� t� �nun�l ,^�y4ten�: Rock Bed ,���,� � �,L'L1 I �OWAIS�OpC �itE�S�0�99� ' CTps�aP� _��`'�- � � Trucked in Sand Dep�� �opsuil on Site� ~ Yn r'��Y C� Rock(Tons) � �Q�o� (Tons}� 12�'�" Sand(Tans)� p�m M�u����r: r��,��� �b����' � . F `?� Ttaquxrement�: , � Head � � GPM � �` pi.ameter � _ Force M�in Let�.�� , N�unber of Laierals � �n�� `�� �.,__--_,� _� � I �SYSTEM DESIGNED fOR 200�h St�eet • BQt�e Piaine, IV�iV 5�011 • 952-$73�31�9� �"BED S. ANY tNCREASE IN M�� 'BEDR INV � ��� . #� ��'i h ' � , ► , � � , . ; ; . � 'iN:x:`l,�Si i�h1'i �,l:dt�.#'`i :)r7'�_�� --+......_...�..r...+.�..�����.!��!�r'�j ..�.�.U`r;�It✓.#�.:34�..,r,.�.____��'r.q (i 3"f':t�'�";r�A i)�I'+/R1A i�lA �,� A:�Z"flitl!/�1f:+t7IT'7:lSiHt)')Ni:x(,��!'�rt:+l99A � at�;t�.�a�x,��-a�,►,��-a.�;:�fcs�,�a,� r,►,t w.�i si rMwN4 A�►,a uA .pin�ar�,�,.,��,i�n.��a:c��er�a>�,�i'r ,�v��sxaafas 3+a s�i►�arx sk#eat:qna ti�r�rlw a.xis�J�lirr}� •��MiY A�blwe�li�►,��raYrld lori rm�fi��S�v;.ei t!��r,Fas�o;.Z �Wt.�,3A TAiz�iK�7i+i��ifiT'Waf� Y'iC.�Uv:Q`�Q � .. � , ..,.�,�� �Q3�'J1�t!Z?lK�T�Y�?� ��1!�1���YYA .Z�G^»���8_„ .�;���:����iT�'A�t.litYHt�t��X}i�G:�$ v..+�c/�// tVVV t�.4M 4J}VtiJJJJV 1i1(V`ID1�SV M�'Y(/ JUIYJ �-(�j�[� �j ��5�������;��ic��.t��1�S r�u--�t- ����': * A �.ti inch electrical conduit z� tu �ue u�ed ��x �,'�:. �u::�r ��r?s + �'ir�� �i�z��g is t� ����s�i�J� fr�� �r���.�� l�v�� f�c fi�ture repa�r • 'I�h� supply l�ne l��t'ir�g the ta�t� is to be sle��ed over �.ny e.��ava�ed �xownd in �" s�:h 40 P�� and sea�e� �v;th a 4x2 F�rrieo • Tl�e flc��ts �e to be znstal�ed an a float tree � The gump must �e p�aced on a pum�p bloc�C • A, min�t�um� of�� 'fa'' dr�einback 1�c��e must be drill�d in th� sup�ly Ix�� tfl avo�d f�'eezir�; B�ow-outs ar� t� be installed Qn t�e e.t�ds o�'all p�essure �ines Ar� "�ffluent �'a�te�" �s to bc installed in the outl�t af the s�con�l tank. It should be eas�ly acc��sihle from the ground surface £or elea�ing. 7f'l3e ef�uent �'xXter wk�� �� equipped v�it1� a� �larm. Atl run-off wat�r is to be divez-ted away from th� t�nks and drainfi�ld az�cas Piastic balt down z�aan�Zo�� co��ers are ta be used an� lef� at �rade level :far mai.nten�nce access. Pz�essur� rat� glu�juinE f�tings �nust be used. If the scptic tank� ar� less #.han 3' deep the �o�ers ar� to be in.sulated with 2" �i h-de�s� foan� VJ/ VV� GVGV LL.L'J OJI0YJJ7J0 D�(C{yj�lh(� HtYL .7UIV� F�A� �y ' oate PERC TEST BY JC�SH ,�. SW�DLUNQ Y� t,pcation Hole#�_ [�epth r,�,�? Soil bepth �'�� Textute ����![�-����Qaf v�pcn ot�r��iia► �f Water Filfing � P�rc Test starting Time end Date: 1"ime �� Date �,�r� +�.�..,._. . Time �1�ntervals Drop in Inches per� R�te �� ' 7� � � � � .��Ea � , � � �' cJ � D Date� �.� `� PERC T�ST BY JOSH ,i, SWED�UND � fi Locaben Hole# � 13epth� 5ail i}epth � <� Texture _�� ��tiZ' �,�,d� Dap#h o�Initial � , Wale Fillinn � f�erc Test sterting Tirr�e and DBt+�; Tim� li�� �� Dat� � Time lnEervals Dro in tnches �erc Rate �i'- 7 � '� (.-� r : !?� �0 �I r �3 � �` �� ,� , 3 i?ste PERC T�ST 8Y JOSH J. SINEDLUND �acation Hole�� r�epcn Soii Dapth T�xture C3epth af Initiai - -- - Water Filaing Perc Tes#starting Time and Date: Time Da�� Tlme Intervals Drop in Inc�es Perc Rate OG5 OP 5�71 Rt tiS -_+, t.-. � � t ❑ �, I �f--�,�. _��a�� _� - �ocaron aF�rojecx_, �- ,�.,f.. �- --- Scr:^m�"''.9d��� .I�SH J. SWEDLLfN� uate C1�aei�iC&rtion System: {_,_j RASHfl I S! U�GA�Gy � ur,�� �nt�'�'r -- �� S f 1�uger ut�e�i (u9��ck i�w;,�: y�Ngr,d � �f p'Jl�'!ar I� F1lqfi�t E�1 or Bucket; G] omer � - � � Q@�}th, EBO�I�g NufR�lC ���H'!. ��Snrin4 �utnbef:� 1�� � . t - ;r? F�aS ��;,rfsve �!e+t�tl�r� �1{'� (i�feet Surface ElevaUon � 1 " � � i �� �3� I � �� �� � � l .—.- — -„- - - Q U _ 1 � t �, . 1 � � 1 . I �� t'�`1 C.t4�y. I � /// f � 1 �� ! �f r/�f I ' 1 I 7�/ Y C ., �' '1 .- ,, ! I �-C'�0��`Vl � '�i ^ I ' ' �10� ' OG.►'��.�[ f ? _ j 2 - � j � � I � � I l I � J - � � � - � � i 1 I � 4 - � � - I . � ` ' -�.�.� S,, ` � r� � � , � � �r��,,�i���- � � [�, ��r ��i} :�(� S u�C�(,1ZSti'Y�in � - -- �j U� t a � `�" ,: ! ��t7 GI�C'? �-��✓1'`I �'"f%'{ " � R�r�.0� '�5 W t- $"l•%� � ( ,v� u - t � - I i �-�7 , � �' ���:-¢ �� r'l1'LE}7?�? � n.. �/c � � . � � �. � 7 . �" �� '� c�'�'L{�! f`t�lr"J/''' 7 ' I �lr�A U� � � �� � � , � � � (� � ,� t / End cf borinq at _,__�__ _feet �tnd oi�aring ai i��S. _._ � Sta�td!ng water!�k!n� 5tanding v,►at�r tahle� Q Present at ieet ot ctepth, �t �re���i a; ��;�t ua�u, Itiourrr aftSt G�Rct�. hn�jre efter boring. , -- i �, �-- � fUM�rc?tP.11t til trQf111Q ht��p [,� Not pr�sent m baring hole. ?`'`�.`-' � / ,� � F+Aattiad$vii: T r � �!�!�Lflpd gnil: fi f�\ Qbserved at�„ fest of depth, � � O�served at l� teet ot depih. y � �S hl..a� f -n h.�. 'n h�lr� � ❑ N�t present rn harrng iivie. { t��� ;�oan,c„ w�,^,.�� �.ti,4. DOS(NG CHAMBER SIZING .. .. w�- --'--'- I �i8 i�i�a�o�dC�uliy�i#8�i u�FuNi�r�u,i{�e ivs.rtiw�us�a�wet�. M l � WFCth i 1 �eterrttine�� A. Redangle area=L x W � � __� r � � " L �ft - --� �Z r �z,�ytr�—� a r.yrip�g=��e Y�,s� �� 3.i4 x �f; = C," R� � � � C. uai�ra�fi�m mwnui�cGxe � � ��,u,� 2, Celcvla�aalfona per Inch `'�—�'" ?hate arg 7.5�aflons pw�ubk inot of u�otume,therefore muitiply the�rea{1 A,B or C y times�a GorlvOr�ia�feefer end[fivlde by 12 inches per fnot!n eaf�ulate gatlon par inch. 5urtace area x 7.5/12= 4�'` x 7.5 � �7�Nft = 2t a�ien per ittah l.egal 7ank: ,"5(fli�allr�n�nr ti n��__.ia_u_�,--�!-' � ��►}�0�ll���i4�I1V11Y J. t�CKdlfdltl tUldf�diNY l�W�l{1b1 A. uepth 3rom bottam ot tmet prpe io tar�K tr[rttom �� Of A�tl.►!17$Ei11�!'Ut�tp� B Total lank vetume m depttt ftom bvttorn vt inlet pipe ka tank bvttom(3Aj x gaUtn{'l) h,;�,,,,,�„d�,,,,,�,,,��,�,,,��.^—� Q 47 i� x ,� 2� 1 gat/m = �d7_G g�bns F���a 7 t } �7 ! e�+�,• i t�lw�I 1 t�w�ir� �e��I a�a t� I 4 Calculdte 0811ons(p Cever pvmp{wi#h¢-3 inches af weier ooverir�pump) � ; � � � � 1 ;?� � � � (Pumo end bloa}s t�s ht+2 irx�tes)x g01lOn�r in� � � I �° I � � � i ��.s. , { 12 + 2'rn) x 21 gaVn - 29A,0 �aitons � � �o � a�rs C `saa � c�,��. ; -°."�'._— � � � 'm � � I � � x«o� f P9M1+N. �. t.81GGIS18101�ptltTipplJ�vOiU!►ls - —� r+.r �e+�mp�i�iar 4�i�da�. Ge�m per ucs�e*9F�i��n4tur��i-iji c#�sa�peF dgry= �vu 1�po i L w jtitt�Udnr � i 5�a'dons n, ��ultt€e t�r�ii;i�ui+ r-----w-�—� i. Ceiemtine iotai pipe iw�gih �u".0 fi ��_� 2. i�ete!m�ne qqum voiume of p�ps, ii.f i grvit{sw hgir��•;tfit �r����umc���'i,���i�i,r asM 3. Ur�inDaeK Vaa»trty= 3u.0 n(besi j x u.i7 geinq�E'i�� 5 i v n; ns��;�;�►>. �en,. ,,..� „� �. i atei pt�mp ceu voiumc=case vaiume(6i+j+drei�b�(b�3j •�"'.� ����.- r4. rc.,,� i3 gd�a+ 5.i gsii�r�s= t�u.t { r �� 0,045 ��-.., S.GJ L�EilFj r o C.eicuiate troat sepera6on aNier�ce(using tt�iai permpr,ui vaumcr � iS � U.�1 t 2 t o.t� i btBl'htR'�OUt VtIF.]flte(5li)i�8}(itlCfi(1 J � �.5 u.ly � nu,i Qai i �1 gaH'tn � a6 �rrcn � ' r�a �_4... ,�_.._o.r�s-� 3. Gaiouia�e vaume ior aiarm{typir,�r�•3 ir�� Hiarm depin fin;.hj x�a�ortiEncitk�t =���in x Z; g�in = n3 gai o. �aiw�aEe(oE�i geiirma*g�xta�rv��eurtt�rl4}'yt�is{rurr,yo+�i�oCj*�uwis aid��u�i� _164:t� g�i + $t�,i Nr.� * "v,i yai = 43i,i yai a, Tuiei ia�i�tivpiii�iuiei y;:iiie�iKBj;y:dioF�,iFitt� ` .� �� , ��l�f yidli+?i3U 7 [i y6Y±it � �.� G�� �i �e4c�tw���ry�rlv �i; RKnnwr,nnrir.rl �F -- -� ���n`,�ci�� a�f+�+po�,t�auihe ��a�cu►arA rasu�rvp rAn�nr t��ot thQ da�w ecw3 .�., � rt ti�r,�,,,., �I}a�v flow x 0.75 = 300 x 0.75■ 225 Qedlons � :�_' nur���ur�' .. ..��t� r-l'�Iflfl'1 �iF.'si"-""i.r.r.er.as�`ia�s.�f��a{ .�:::�::'s;t� : �i he�� rtt�that t���ao eted thia v��C In aom�darxe w'�U�elCsppi`xa6�e ordinsrt�es,ruf�����1 (siDne�ure} �� (liCense!i} �7' n n �_ r► , , �� .. . � t {tlate� I �, __ -:-- . __. ____ _____ ____ ______ ._.�,.�.r.�.... r,.�✓ w�w r"HUG P4 Pt�,".4P S�L�,�."T#nN pRn j�n�RF .�tu�;f�vi��r�;�r�arr�,�,��s,�•»:,'�ca.,,�-,ar�. 9. i.rEi�rr�a�ta juuri��,�,apo:h�: A. G�itjr�lstrtnvu�n 1,I�inl�rt�r�qtllt�l di�ttr�ge Es'!U gpm 2 I�taximum sugge�ted djsCttarge�s 46 gp^� Far otAer�slabHshmvnte at teast it�prealer tl+an[he weter aup�ly raie,bul no fagler than ths rate�t whrc�erituent wai+iow out cf�he d+5lributl�+devrce, B. PrBs�ure d+'stNbuticn-aeepressure d9stgn�6heet s�;c:b.::r:�;;:,:,ar, &p . + ai,g•;no�ae �i� SeteGted Pump CgpeCity: , 13.4 gpm ►���� � �A.s�e�vrtoM1� �� �� ?, peEemtlne head requ#r�trtents: � ""��`�'�_� A �-�-ip-v-A�i�on�rt�P�a�r,�Detvr�n v�unp and voiro a�d�arge. , - _ . � � ti I`P.W _--••---•--• - - �------ � R seea�neea�eoulrement�(Sae Fip�,re•spec�ar r�aad Raqu+rem�enrs) �'"'�if?p� ecial eatt��teme�.a�.- , Gravify Distributron " w c;�`�^;�� �Pfe99ure DtShlbultal �ft � 1. W"GU�i{�1G'�nW1.Kel`i F �� . 2. �rHa�p���ut�h�tt;iA.^.r�?;'.".�;��!st!w!o.tr.a� � .,__..�,a: � .,�..... ...�;,,�,�„F_ � E`9' (.Oma Iri Htx71C I�pv rucw m,:EG�i;ICid 4,,20� 1'.i�.ff��"J., d 8 � �8(1 W�1D6►T C I I{,tllb V ilJtib� � N.1.F ��u�i4 V 1 k�� ( ���. a�..a.�..,..,,,,,.,« ( ►�a t .��� � J� U8L2(RN119 U)ISI{H��Ibii�Ifi iIC4f7�1T�cjle„fS�tyc'iu eu�i a�"3�'i3��aw�c�y�.y+.-...�. �. - +�� .�� Eattmete by as�rag f5 peroeni fa yipe ieny�i�iur f�iLi�y iu�++. �2Q� ���47 d.73 0.T 1 � Equ�valer�,�p�pe tengfh pmes 1,is=ta�pipe i�r►9in ��#t x 1.2V y 37.b fee� � '� 30 �6,7.� t.S:5 Q.23 � I� i e 9a �.oe o so I 4 C.B�CU!2�@�ff�C��Q(I(039�y�111�t�fS,Q�4R 1099�{�l� ni by IhE 80ulv�enl�pe iB(Fath(C3)and�IflQe by 1(1Q. , .........�.._, ;_.:,.•,---.;?eG'�,A3Q±r�! 4S y 11.07 3.48 �.48 � Fl= Q,73 fl/700ft X 3?.3 tl ! 7((}D� U�5 t�! � 13.d5 3 44 Q.�1 � C 'Catnl hea�requYsment i�H�sum of 9teYatlon�itterenca tAl,sP�1e� • "."� ., ��'�'�� �n 5 hn n�a � head raquiremenks(e),entl wt�i frlctbn lose(C4}. � �� n� � 8 tl * �, 5 _ R + 0l3 fi � ' � �� 7 AA 1 f1q 'fotat Head: 13,� teei 3. Pump 5election y a;3m,,m�ut he a��pd�a ddirer at teaet i3.4 �qpm{1A'or� �--�"" �w3th�i trx�f !9.3 ktt of lotel heRd{2D). A i i{��//s� C�d" a�i`� dc "'�:�ilS�wtilr In awvA�rg uf+h�SI aMlfraWa nr+{i�[V�9.fllk!S�3�F.�.7tJ5. I YI �' ` � r� _ ! /I �/ - ... . �. � � �--��� r3:^^.���C ��['? � nir.cg,ua#1 �/ � f ldate� 1 � w � .�-ri_ �t ,. , t tf � � � PRESSURE �lSTRIBUTIUN SY��`�NI - i rencnes --,...._._. � _.,,. .�.,.. - � RN troxad�ectarrg►as must w snttrad ene ra:+i wi;�L�urwue��au. � � �at�} � v..tr�iaTn�.�y�--,l.r_ _-_. �-----� P�"�'qvw•rh�7.Y.�� 1 �aM�rt r�r�rnhPr nf r�fctratCd Iat�fA�g' I 3 1 � �pip�i nnrfn��finn�ar.ina= r 3�f! �e-�r,a�tra,ms�n,�ne�or ii��,�rm�er.� Inw ak��a�,�ar�..e�os a�c+va+��+exa+t 1 �� r �:"'M�' -r--�'�'-'{ � �i��a narfnr�f�nnc ahrn��r1�r�t hp�I�e�d cko9e�that 1 f4dt Eo � .,., � f C � � �� , k .. _ t }hn e�4nc n! hc m�k 1 Q SaP riiaara�mi_subtract 2 feet frortil L�R- -���'�� � 1�� E �Q��h. �� � �Y-�f= I k �he rv�,�L lounr innnfh t � �, 1 4 � �a � +e i •ra � ,..��4�_7 R- ?3 f1 � �.a � e � �a � �� � � j �n�a �����Ian th ^".�� � Oa ' � � �� S }e I T ! � { a � 5 � � � �� � � � ; �JctC^.^.i,^.^:!';e M�,�;,�hnr�f grP,�rvS},o�}wRPn nPrfnratinna. n:..�.�.. �r..+ i.,., t� f�t Ai�n�lfnr�finn anari�r��`,�11 ar�f1 mllns��c7yyrt 4R�BBfESt Wfi10I@ t1Ui?1b$f. vtr�v� u�i. ��...�. �.,j .�r y rP.,,�� . _ ^����s.;G„:�Y...,�p, �3 Ft r � h- 7 sna�cn� ��. �__ c � i��.+r;m r+l�is�ha nr�rr�hnr�nar�nrali�r�Rr1Rr`.RR f41 :� ��utf��i v� �.'SblfQi�tGi�a ia�.�u�^..: .. ., t,..... � F- , `viici.ii f`r})ii�e�.--�r iu o��'Y"v iM�^::^'e�r,if�Anr�o►L�►na�Gr IB��+ml��t�Y�nIAAS '+ iv7a Geljit.ied� r,srrwliG�i, .. � .r� O .#..,--�iir��ef�:����� J S�}a�1iL�iT Y - V Yc��vaa:��+ � A f v�iti��u��if�i uf�"i61f�c'��ew�a= No�O�wC:23 Y�'�U�t•at�S�tir►tee n��mho�nf i�tur���:�i ,_ � i i�e .i.,.-.1;Jf'u a Enssfi�i i+ai�_ � �ata�al�= r�...,�v.. CR. Mri�+r�Nt�P'/6yMt�1l�fl�,YII S. C:alcui��n►i�n�yuair�fatit,�ya Na,-Ys�;cratw�. pertora�cn a�ame�er 5f10Uid b8�u-i0�ylUEJGi(. i�uub i�C►#ojrp:y t:.et��aw�3. 'irrciier.�' .e., .. � �--�a� rat hE�d '�, ttdCl(C39�SfBS�fviSR 1rYH.�E�T�ti)�t fu�:e�io���cr�`��1 � (Teet) •+•� ?1+:� �i��i. �i� I _J �}( 'l� fit� LSt� �i� 1.0° Q.i B � 0.42 � 0.5C+ ( 0,74� 7 Square fGOt per peXbr�ttOrt= �a�:k Seo r+rea i numo�rr oi�riy(ot � 7 n� � n�,� � ��4 � r�.Rc� � � �+�a� �50,0 ft" � 24 perfs = �o.a rr"1 pert � 5.� ( a_a�� a.4a j ,.�o fI ''e91 7 fletermine required flt�w rete by muNip{ying the tot2d numDer �- n u.�,o��;ro+�r��-iarr�iYi,cY.w, � �1 pArforations(8A? bv fiow I�� EffOhd110fl8 (SE►E ft�llfE��$r ►'� rw ini Q tn ag �24 Perfs x (P 0,58�9prn I per#s= 13.4 gpm �.. ._ __ ----- _ _- _. : , �. If leterals ere cvnFlecked to heeder�Ipe�s snown � __�.•�� _. .,,. in ��gure E-1, tb 8etect minimum requir�ti iaier�i � _ �._�-_ _.. =�="" i ,..,:•:. " '4r�. diertseter,enter ft�ure�-4 wtth perforation specing j�� ar�o j "` 4}=�-� --,r_:��:::-- ; . � number of perforatior�s per�ate�t(b). ' - - ``s=---�- w;,,n������ ; „wf,b-�:M..�::.:......�.ri�.�,s��sr«.•.: �`1...,.�`.:.�'_'---_.._.._.._._.... .. - -----�-----. __.- •- - t�ete�t minimum diamaiar far �3vr�te„�¢��dib- �JS�}�+��y'� /� `j s......,.a i..�. � a.. ' �1A�ha�hn rnonNnl�l [Lj/�o r.a...�o�uenreeieem�a . , """." �� O. 11 �l-D15V10iGU FQld��ll'i)'f�+�i�i iN�sjV � �"i" b1qMO��Mtan�elsinn ...� - 1 a�_ a i:�... c•.... � 7 .aa+�n'�cd taterat!$r.�+th{3� _.A-- � � �Sr.ai iitm C,'viF�i, �inv � 1�J��r., p.v.�..� a � � _�=,rf::.',-'�.,n- _ '"' _ _ I �. t a: .,r, rrt�wlu hd�nnrnvlmatPf�r ..-s- ' R-�--�J - 3fi� i�u��iu�r ui yvf�"'wo�E�itS r.�C(atC'C4..�)ti..� wr._...,- -_i ��__ - - u , � � e �� thes0 t"1'.res se!t,�± l,�-•�' �;=-�-`�,,_ ..:-:--="' _ ; utlt�iir��vt it�di�i�itv�s}�v. v.iN� -��,,:=' ' :,..�.� �:d:::�.,. ,___�_.._. .�,......, ...a K es - -- ` E�iii�uiii.+s�r t��ate���w w� N3�w�v�c.�Ir..,�C�l ��inrh I Y�Mr•r- " LFs:...R..,.,, k � • -- n �I here rt�'tha �hav�camptetetl th��worlt in acGor'd�nce with atl�ppl�cabt�ordm�nces, ruies a►nc ��wws, � � ��� �� U siqnature} � n�l.,�. (lic�nse#) _�� ��1 U f I, tdac�j � i �( � . _ __ , �� _—.__—_..— ...' --v-.... � n1AL� VV ��������� �. t �� �1��'�' n e �ttr-;.-s;cir i� _ �'��-�*�I[�°�.___-- ` .s" " 2 �r�;.,��gy���{�PI�►t���t�����E`'��� �F�����-..� �Ci�if4fEE��E�YfI�[�1�; ,ei G er� . �FSa�������� . Y�.,.�w���1 i C R b(€-' j y+Y f�y yt)�lF�S 3FA �`���r�.� f��F'��PE��iE=f«���L�a.V�t��Lf�tt ..t6itF3ESiis. .�k{�� - =�.t5 .!S 7L: • - -- _'; ' - .i.tttttk�i Ss, .. �r�7�ti.�lX._...��.��� � irr. �.�... _. �.� _ r ��bK I .. � Lt�t1,q e t+�Vl�dth t C.2d> ,g ffck 1Yi d tht U 2 7 � �"�'�0'�i.�dtMC,2p �� J �=�'s H �1 1 I # j I Z r:sraar�ecm vr�z-�ii�� �T..... �'�—'�"'� � .; _ . ,. � � � 3, � � � ' ',� , � : t t , . r ' � ' � �.. � r r f � ; � � yT 1 i�7��f�ln{.r1\ � 1 �` r ' + i:11 t .t r t � �j � ��ft � E ` � :1 �1 1 1 � i t t � i .� �� __'.,r��� f l � , �� � �' i, .r �t .� ' �� ,,t� ! .}rrl.�.�. -,r r�, �` 3 ,�• ! i ' � � I�. �_�� ����� 'yfbxk Hv�i �n �' l� �1 W1Ql}t{G�d I.� ��;'�1�+ �s � - - ), rc �,�h���-re',"�" r� >� --�� .�. � , �, _ > :. . _ ; , r =t� � � f`: � � { ' .rrtrr rir�r � t � � r+ :i . , � . . � � -`' Jw f F(Ci' � ' Ir�� r�I:,i:l�'1 . �i . � �.. �"' '� re.i � �. � �I . . .' • ^ � 'C� i � { �i � , r'•' ^ '� �.� ��i►WI���O�� � �� �F�� - �� � • ,�: �, r � ` ' , • -. � �!• . , ' e 1 ��, �� r} � 1, t '1 .. ' .f ' �F f' ' S t �� :!' ( Lr�T� � ( - � � ' . . . .. .. �.s.i1c.'i__'_"_._,�.1 -'- �.�-» '�tal L'a��,th(L�i�t1 �r � f[ - G. A�OUt�D SLOPE WI�ITH�LENGfH(Greaterthan t�S) f Dc�wnslepe ebsarp�an width�ahsarptlon w�t}t minus rodc layer width �7 i�et - 10 feet= 17 feet 2, Calcuiate mound size UPSIdpE a�etermine dept�df cleen sa�td at upslope eQ�e o!rodc layer=3 feet minus distanoe fo restriding layer(C`,j 3 fl • 1 fl= 2 iset ti. Mourtd heiglt#at Nte upsfope e0ge ot rvdf 18y�r=depth vi c#er�sand for separ�tian(G�a} at upslo�edga ptus depth af rvdc I�yer(i bot)to dtplh of cover�t fo�t} 2ft+ t�t+ift= 4 feet c �{�iope terr,l itttt,�l�r h�s�d on;a[u!s!c 'sae I�g;�'��3�i 5slecl betht muiqplier o# 2.B'l d.Upsiope w�ilt=berm mt,i3�ile�(G,t"�j�ie���,����,aur�tl��i�(vt�j. L�G I x * �i = iu.� ibr�i n.� �+nrr.�..�in�•m�.tr•.�a�n►�� r-� 1 Uud ) U15Lt}i4f DOIY �Ct7At c� �y.���i I lww��n�w't�uR �i��r�',.f�vari�ru+ � �i��`� .�r«�.�. �s.pa� � � �_ .. a_� 8u. a«�,_ v:i ._ _e,� i _afl a� r.� sn a; � a �sa ep 9D aa i8 e.o � 9� au 5� pA 7.r F � ! �291 9�6 4J8 S.qp �$A T.�!� 9�4 �,� 5.ffi Osb 7.SS ! � 2 �4.d3 ?1.7fl ?��4 5_1A A.14 A.94! 1.14 �f.96 6.5$ B.Aa N.74 1 � � i i_78 ss� 0_�5 B,,MI �.7n etu( s So �t,a� 5.se �.sx aac � � •t � �.bb �.t! 9.13 4.b4 4:L6 6.OG� 1.d1 �.'8 6�B 4�9 9:'4 � � b � sbf 3� am 44x 3.1u 5.�f� !Si 9m e.l� A.eT tn.fT t i 6 � 2fJ f13 3�l5 441 4� 5.�7� 9�d 3.26 T.LI iJD 22.04'� � ? '2.� 3.1A �! �f.i� azo �.L1 I S.� sse 7.Q+P W.a� v..7s� 1 S ``21L2 1p3 9Is7 � �M 43t� 3�S #� sJ3 uSt 1d.41� � � I}2.3E Z9� 3r15 3.40 4J� ��' i.t� d.25 9d'9 1�.OA Es.92� �k 10 1 2�1 2�e 333 �.xG �.12 4M! +aCV i�r•T 1010 75Bv 2�J.f I It t t � 2sti 2,70 ?�'F J:b! 3.lS ai;� t�b 9.74 Yl.il nr66 3c.63� V t1 ��]t 4.IU ],12 3.# �.sU 9AD� �.li7 ;.tl9 1Z80 xA.�'� 33.?S} � __ - .-.- _ 60WNSL4P� 9 I?rop�n elevadon=rodc Iayer v�Edth(02)ttmes percbAt latttlslope(C5)/�QO 10 fl x 5 i� 1 SOa� 0.5 faet r �awnsi�pe maun�tre,ghi=c�tn�ai cieeci�i�s:�iv�n�;ti�,��ri.a(^v2�� i�f dOwft�fOP�rook�dge ptzrs ttte rAOUR�ileigni�!tife ul�9iopt Eci�ui rt�:fl iojr�i �y1'ij Q 5f} tt * 4 li r 4.5 iraai , _..__ �._._ ,�--� '__.i r:..,,�,n ��� �q�� �.U6W�i8�dp8 bBlf►1 ITtUiEt�Ittt i�eit�ii uti j�f�isiis��t�K,3xf��aca��yuiv u-.r�� .,.�„ h flnumClaSn�uiFtith�r1h�Rtr,�e,m���nnii�ri(�7.n1 times doumslooe maund he�aht(A2i1 , �r�- . .. �R3 r 4.4 = 15,9 f�et �....�, f.S�Jaci greater of G7 and G2h as f�e downeiope w�dm i7,u �si �r_ , � .��• !�. � r �A ,AA► nti ic rnr�I� or wf�,tth 11191 nliic rin Clnnq wiAfh IC; y �u�tTi�astu wtu��w�BNr�+C��N'��:�.�i,.u�:.�..�Y..... � -.R^i r•-- �- •c- ti-��� i.ni.y p'• �Q� +}k 17 fl R= 't7 d fc+rt L.Y�!P!^:au.^.�M�n,�#uM�E iho s���n ro�malnrw unrl�h f f:?r11 rli�c tnrk lavar IP.t�nttl ln�l ..r"�r� ' t_��I r • . y . ,�,,..�.,;,�N,rr.�ati q[��wk�4y.�.,.,....t:.".1 �n� a � �5,� t►+ i�d f}= 4.ri G ft F Y•T l C: I i1' 'nn _ {� x , 11 t01 1fN 1lOi Ii1V 1!N �,....vt.. �.c.va.r c�.cu O:J10Y:JiJJ:JO tf.[KtyJytKU HIVL bLlf45 )-'/.�(a� �j[� Mound Des�gn ►Narkshe�t (For flows u� to 12d0 gpd� � Alf boxed reCt�n�les must be 9nfered,the rast wH7 ba Ca�ula3ed. /41:F3tmofEd 98woAe Avre ti 6otms Pa�! q, F�OW Eetimated 3�0 gpd{xe Ff�g�e A-1} � C3cast Uco:li C1as�Hi 3�s IV Or rneBSured �c t.5(seEety fa�otc�r}= fl 8Pd 2 30Q P25 � i�0 � �% � a �a � a,a �n�: , a. s���r���'at��c u�ut�vo�u�t�s a a� �� � ��a►�: Sepac lenk pa�ty ZOQQ gaHons(s��rgur�G?) c �p �50 24a ir tt� I a � 400 52� 3J2 pa�k I G. S011.3(S�evah,atlor�data) 7 t�;0 t� 310 !.ar kl s. ����"tn rgct�irtina iavax= i�fEb[ 8 � k24Q 575 �1b � cca.'�'ni.� n �e^�k M1 n�y1'M��1�h�P4I@� �1 IZ `��eS 4�� �.�.+�...M -- w� 4. �f r ti � .;, Textt�re ,�ut�C�ag���m 4 �4'0�I io&Eff�g t�Ee�aee Figi►C�[�-3a` 0���QPdI it� PerC0l�t�on FatB 5C hxf°; 5. 56 ta�d�OpE 5 9b v�,� d►we��tlnn W�Qt}�,y1Sfn!'11�DEE ?e+ee3-e:-�!�R�fo Lmd�a�Ru. !p T�ile�e7 Q!f � .4oN TbYntle � C�+Ulse� � �vt�aywan oer My R�eo C.l: Se Ic'�'xnk�� dttey !n ilous "�i a= � Uquidcap�city e.�R�,s c�s��a �,�o � �as Nistnl�er ot MilUnaum Uqu►d Liqtad cepeulty wilh� with diapve�ic� �ii��,�� t3tctraorns C�acitY 8���� lift inssda � �... �4t!t� 750 1173 fg� �i�e�.;' ls ta:m"-' '--��-. �or•� 4 UOU 1500 200U �t�o ao � a.,�s---- --1 e i..". 5 ar 6 i 100 32 50 �{�p � ��r►� _oa 7,R or 9 7flDQ 3t�Ca —oi i�i:o i�,M v� ....�ai �3'.� ��� - ._... _ z,w-�r•w•+rar�.,m.a„a�.��ar ca�� D. RQCK LAYFR��FN.SION9 4. Mu�aply atietage des�9n�ow(a��Y�►�ta obt�n requir�area of rock layer.Item A x 0.83= 3ttD gpd x 4.8�ff�Spd- 2d9.0 �2 2 �etermine rods i&yer wld� =o,ti�1[�tgpd x t�ne�►Lo Rate iLLR�(s9s�.Lk�chari) 0.83 f�lgpd x 12 = �a.o h �LIF�N 'RAFk Rate uFZ <j 20 MP! �-1 e >=120 MPf �6 3 LengkiF uf�uck iayar=area�#��ded by�Idltt= �q9 r�' � 10 , feet= 25.0 feet E. ROCK VOLtJME 1. Mulfiply rock area by rc�Ck depfi�tC get Cub�feet of rczelt 249 X l _ft= `L��.0 ft� 8, OHida fC�by�2'fi�lyd3ta Qet at17iC varG� �49.0 �t� t 2; = 9,2 ��d3 3 MulGp�y cu6iC y�rd�by i,�to t�e!W�31gh!Uf�OCk�n tor�.s, 9.2 ydy X 9,4 tanlyd' G i2.8 ta�� F. A6SORPTIQN WI4TH � Abs� tton w�dth uals absotptlon ratfo{see Figure D�33)Nmes rock iayer w�dt� 2.6P x 10.0 R - �?„fl � d5i ae��ea� z��:z5 bblb4�5`1�FJ es�Kn,s,� ��vu �� �H� n� _` - Sn,��dlu�td �'ep�ic Servxcgs, Irtc. 2��►48—204�''Street • Bel�e Plaine,MN 56U1�1 952�873-�i292 ,�osh J, Swe�ltund Lic.��5�? : Date: L-�*.� �'' , �. � . f ;_ .�� . . ..,:._ .__�--.. . , -I- � ���,� I ,.. . . � �� � - I f i _. _ � _ � � ; � , . , -- - . ,� U�', . �� �., � ; , ; �,�g _ . � ;�� ,.. . _ ..s _ . .. � �� . - � . -- ,__ , . ,. _ . _ , � : � -� . ,� . . . , _ 1 : � ; �o° . i - -�- . _ . ,. . , . . .. , �1� �.� � � ; ; : ��p - c � L��4��;� .�e'' _. { : . . 7 , . . �`�� / -�� � �., ; �._, _ _ _.... . _ .. _ ___ .' ---,. A � a . . ; .:_ ��, , �� . . � ; � � i . � r � .._i � � . ..A ..�. .. ......, .� ,__�._.....n�. .. ,T.. .. ..... .'..,. . 1- . .. _... ._ . . � � ��_�.. ����� � ; ' � �� ���t � ! •'� . �{�`is!� . � , : � ti _��.,�..� i ���t�. .._ ,� . - ��"��'.`_-w .�... i . .. .� � : ' - ' , rv r i � � —... , , ' �j 1 �1 , • ` _�,��y � , �''� �� � , ,� i f l. , � ��*s r � �,.} � � � ��/_`-�` .��'.....�'4r--= .��`_~`�'���,���...—�""�' I . . ,' I � • �� �a,� I � q�, `` u3 '��� ��t��-���,-- -� `.,.,,r j�� �� l �"�� i* � • r� � � � � 1 , a : _ �"'�'� .. �:G'�'`�-�+' �7 �- — —_3� !� rt� � . , . ��.d r�t�' _ � � '1� _ - �"" , � � / : i ;� � . . � �� J � . . .� _ . � � ,� ����?�� i � � (tiv� 1 �tiJ � � . `�� �}" � ! _ �6f� ' , , _� : � � � . _: ._ . � / f , _ �, - . . �F ���f �"y_� _�.�--=.,c"r . �4 DATE TIME CITY OF ORONO CALLED IN � INSPECTION OT CE J SCHEDULED �_ PERMIT NO. D > / COMPLETED ADDRESS �� � � Cr .�S �R� G{ OWNER J v i� I� TELEPHONE NO. CONTRACTOR .�G� '-5 ���� �v� � `�N >; DESCRIPTION S� ��� C �` �� ( � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL O ❑ 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 _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI �PTIC FINAL ❑ FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COMMENTS: � W a o `�j •- ( p ob C,-� i I v,J �l�� K'S �. � � ��i �=7" % o C�i3� Q ,��� i �� T �'_ i�-tr� .� �— -I"W.�t i� z S �' 1. , � � i 7-h T�� � � �'o n ' Tc� I>. , � i_� W � J�� `bPS. r .�v' 1vr �S ��• 'i+- � � � ❑WORKSATISFACTORY:PROCEED �PROJECTCOMPLETE W ❑CORRECT WORK&PROCEED ❑ 15SUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ❑ pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. �952� 249-46�0 OwnerlContractor on site Inspector. �� White Copyllnspector's File Canary CopylSite Notice