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2011-01231 - new septic
, � " . • CITY OF ORONO PERMIT NO.: 2011-01231 • `` ' 2750 KELLEY PARKWAY ORONO,MN 55356- DATE ISSUEn: 10/13/2011 952 249-4600 FAX: 952 249-4616 ADDRESS : 315 HOLLANDER RD PIN : 25-118-23-43-0014 LEGAL DESC : HOLLY ACRES : LOT 001 BLOCK 002 PERMIT TYPE : SEPTIC PROPERTY TYPE : RESIDENTIAL CONSTRUCTION TYPE : NEW ACTIVITY : MOLJND SYSTEM-SEPTIC NOTE: (2)PRECAST CONCRETE TANKS SIZE OF TANKS-(1) 1,000 GALLON -(1) 1,300 MOUND SYSTEM- 10 X 63 ROCKBED APPLICANT SEPTIC NEW 200.00 ELMER J.PETERSON COMPANY STATE SURCHARGE SEPTIC 5.00 5921 DAGUE AVE SE TOTAL 205.00 DELANO, MN 55328 OWNER FAGRE,NATHAN&CONSTANCE 315 HOLLANDER RD WAYZATA,MN 55391- AGREEMENT AND SWORN STATEMENT The work for which this permit is issued shall be performed according to the approved plans and specifications,applicable City approvals,and the State Bui(ding Code. This permit is for only the work described and does not grant permission for additional or related work which requires separate permiu. All provisions of laws and ordinances goveming 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. �Yv�-�"�^ lilt / / v /�""�r'L,— l l Applicant Permitee Signature Date Issued By nature Date SEPARATE PERMITS REQUIRED FOR WORK OTHER THAN DESCRIBED A VE. ;,¢� • City�f Orono FOR ci USE ONLY O,r. O P.o. Box ss 1j � ����j/ = 2750 Kelley Parkway Date Received� � � Permit# � �x�`w. +� Crystal Bay,MN 55323 �;'���;��o' (952)249-4600 Amount: ����-�� ���oa �� � �/���3�' 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�Jnformation; ur `' " Site Address: ` c C �� �o �/��-► ��C 11�`. Owner: �c���;z � �"���4-� ��� ^z Mailing Address: City: ��cfl� � . Zip: Home Phone: Alternate Phone: Contractor/Applicant lnformation: �q ��s;', ��,•` ^� Contractor/App.: �-1''`��� - n���2�5�'� C� Contact Person: J'�"` ��"'e9y�'`"^" Address: .���2� ��2�� �`"'� .S� - State License #: �� �/ � City: pr��-tio Zip: J�3Z� Expiration Date: �"13--2v�?� Phone: (���/ �7� L " 2-�`�-� Alternate Phone: C�l 2 ��-�5 p`1 ' �� ��$. ��,"�'`�'���R'� �'�T��?�E��C) ��"����LlPANCY ����� �,.�t�� , � ������ �,����� ',..�...:� �. � Residential ❑ Commercial ❑ Other ��: �� �����`� ;.���.�.:��§_�,� PE:RM ,�P.E=AND`FEES `� � �, ��� New or Replacement System $200.00 _�L FX� — Repair Existing System 100.00 (Tanks or Drainfield) State Surcharge 5.00 5.00 Total $ �0 5---- W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.doc 1 / 2 ** ATTENTION APPLICANT ** ' � - � Fill in ail appropriate blanks and check ail appropriate boxes. I will be installing the following: Tanks _� � Precast Concrete ❑ Fiberglass ❑ Plastic ❑ Other �f��w• (list manufacturer) Number of Tanks: 2 . Size of Tanks: ����4�:.( �c� ��. �`'�'`��"�<� Treatment System Trenches s.f. � Mound /�,�4� ���k��� s.f. �3 ����. 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 Applican���?��� Date: IO -/ 2 - Il MPCA License No.: ���7 Staff Review: �Accept ❑ Denied Reviewer: l�t�Cl" Date: �d � ��'� � Reason for Denial: Comments (to be printed on inspection card): W:\(Permits)\Septic Permit Application-Updated Surcharge 07-28-11.doc 2 � 2 . �`"��� �Q•�� �o c�se c�PP�� S:�� , . . . ORONO C4PY � - ' Koch's Soil '1'esting Box-81 Loretto,Minn. 55357 - Tel(763 )479-2637 Connie&Nathan Fagre 9/6/2011 31 S Hollander Rd. `' Orono,Minn. :-. - Tel{952)745-7022 ; �� Job Site;Above Address The current drain field was determine to be a Non-Compiiant System by the City of �:,::_:�<.�:�' Orono and must be replaced.'The reason it was non-compliant was due o the fact that the .; ` bottom�of the rock bed was ta close to the water table. � �, i � *Note;When this Iot was developed fill soils was added to this lot to make this a build �=: able site.Therefore any new type of drain field being installed would be considered to be ' �;,,_ ;:;_... �=:. ;';, , � AN-OTHER TYPE OF DRAINFIELD. ��>;, �- � . The upper site that was tested indicated mottled soil at the following depths; � >`' Soil Boring#-1 Mottled Soil at-26 inclies 24 hr. Standing water at-30 inches � ' Soil Baring#-2 ". " "–f��inches " " " "-16 inches �; _ Soil Boring#3 " " "-- 22 inches No Standing water was encounter ; � �� • ,�hese borings were done in the area of the old drain field. t �G. ' . ' � Soil Boring#--8 Mo#tled Soil at 26 inches No Standing water encounter �T ,` Soil Boring#-9 " " "36 inches " " " " . ::� ,,`: : Soi�boring#--14 " " " 48 inches " " " " ; ORONO COPY : ;.. ,.;; *Soil Boring#9 indicated Fill soils from 0-24 inches. i � See the enclosecl soll boring logs for details � �,::. . � ` The average percolation rate in this �rea was 11.9 minlin. � - � See the individual percolatiori i�ates for the details. ;�;� � ' '�� �- Due to the mottled soil levels at 36 inches or shallower the only type of drain field that �: � could be instatled on this site would be AN OTHER PRESSURIZED MOUND �;<:�:::�:;:_::.::.; SYSTEM,AND STrI,L COMPLY WITH THE CURRENT CODES. ��� = , . �� ° ORONO COPY k `:, CITY OF ORONO � ,=� 3EPTIC PEIj�vIIT�P�/AI�yjR�V II W SYSTfM��SIGP�p� DAT ECTOR_,�,__ ,��`____ � `� –t PERMIT NO.�„_ �;:,':� ' '::' '::"���BEDROOM� AMY IN�;REA���� APPROVEA AS SUB�EfTTED : � , ,c APPROV&D WITH CORR6C'I10NS A9 l�10TED i :� `������I���W�N. � NOT APAROWED-CORREC'F&R63UBMIT -- These commc�s rte fot your informrtioa Aq work rhR{t be dw� �{ ia fuil cotnplisnca with a!1 applicable ccptia rad�ouin�cu�le. . ;; . , . Requirements iacluding items not�(xcificaily noted ia�itmvirlw � i;- lLE6P Ttl[�PL�AI�f S$T flDi$lT$A1'ALi.TI�t6a , ,` ' • . • �;, :• , : . : ,.� � - -� - - • --- .. . .., . _ �. _ . . : ~���� � f'` - _ TlME " . �; GIIY flF 080N0 cnu�a u� «� � . � ' t�iSPECTIOW NOTICE scNEo�D . � . :����R�p,;,,( =' coi��eo- - . �;: _ � ��/� �-/o/!�Et�-� � _ . . A�t3RESg,_..t-- ' = OWNER .� � 7ELEPHONE NO. � � . . . �.'� C�NTRACTOR_ ,��DII .� r� � DE8CRiPTION _ �D�J I/�r17�C��O'n� � . . `;. � . . ; • . . � [�'hOpTfNB � ❑PLUM8INQ FIP}AL D�CAVlQRAUN�iIFIti1Nt3 . ❑.POURED W1LL1 ❑MECHAMtCAI RI O LJiKE8H6CIFiE/WETtlWUS . . - � ❑fflAMINQ O MECNANICAt.PINAI O 7fiEE REMaVAL . . Z O IN8tlLNTION ❑WOOD BURNERlFiREFLACE ❑SITE Y+�PEC710N." ' . • "'� Q pJ1D0l�f&AB 0 WATER HOOK-UP 0 PROORE93 . , � ❑.FB�IAI_ �SEWER HOOK-UP �COMPtHN�(! ''� CI QpdO=6RE C7 8�PTlC MAiNT. �FOLLQW-UP � ' � W Q p�i,8p-FlNAL .O SEPTIC INSTALL ❑W1A0 COYER REMOVAL i v �VI.UM61N0 RI �.SEPTIC FINAL O FOUF�WITIOWAEMOVAL � . • _ . � OWNHflICONTNACTOR TO MEEf YOU:_YES^NO , • ':: . ' �� ��M � `. . �::� � q r�; � � � }��, G�.�.�-�.o� �d r�� , . � , � ` , . „ . � � ! /h -�r .��.► ��1 C'f"�� c�/U� � . . �': , � . . . �; �: o � �! . �. - � D�il c�TT!v� �« , l. .�". r„ i� _---�- '-- � - � + � . • _.._ N � . �'' " �. ' � ' • ; . ¢ � . f- �-�;-�� �n• , (~4.f� j _ .�- • . � � ,�_ u • s��sr,►cro�v:�e� -❑ � ��„_,,, ° . - {� - . , W�a��wowca�oc�n n�ssi�c�mF�cnreoFooau�,aacr ; {: . � �O�ECTWOAK.CALL FOR RFJHSPECFlON 'iEblPORARY � . �, �j • BEFORECONERINti PERMANENT {. � r C)OOARF�CTUNSAFECQN�1iK?N WITt}!T! HOURS. O PHOTOTAKEN , ". . t'� . ' •, MISpEGTOAYVILLRET'UHN , _r.,. . � . • '� - � Cl BTQP Ofi�R PQ�T�4.CAi,L IN$PECTOA ' �qTAT10N ISSUED t:.. . �: , � {7lN8PECrT10NHEQUTAFA..CALITOARRAN(iEACCE&S. i?. . . . �,- .: .,_. . �:- :� -� � Call ior the nextdnspectioo 2a hours In ad�ance.(952)249-460Q • �:.. . ;`�::� ' OwnedContractcron sltec � ��' � . k.,: . . ' '/�� � . • . ��� � ���� �� . � : � � •. : 1Mti$9 CApY�+P�IOr'S FUe GOEryCOpyl8q9 N0��00 . ¢;. �, f . �;., . � � i= ' ' � ' �`: . ' . �'.. , , . .. ` . �...', , �;. . . �: .. • �i: • • . �cd _ - � � • j� � ' tf:.'� ,- . ��: . , , , � t� , f . , _ �.��' • • ' . � . F • ''�.k':_.si�!�'_ . . . . %�n: '•.+�- +�:>j�°; ' � . .i,�.� j - ' � ' �._ ' - . ; �. �. ' y• . � .. _ � ' � . . • �. ' � � ^• _ s� t i � - ��'.��, � 1� �y-� � .� � '� � !, �. 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' � � ^� L '' i, �=' >. � � > �a�, eo, >. �a � �J - �- -„� i � +�Ki° � � ^ v v o u y a v� o u p u � o u� N 0� . �- -- _ _.j � �.� � � � Wx� �at� �,at� � v �ov �ou �o � � a � �;;� '� � � t = .�� f��. :� ' �. t� _,. � ; � a . � �. c� ,, • � :,;...zf�:; ` . � > 7 • � T � � ; � -`- .�� � � � :: o �9 ��?�S� � `� : � . :..... . . � �ci� � - r � �,::� :± . ,;.�_ , E� . .� �s �o Q a J , � � �`�-.� � .� � � (� ��� w o �� � � . = ,, � � 0..1 �ti. d ' v . - w .t � .9 T ; �_�'. ;� ^ � � v �C L � � � . . � j, : �-: - ^� .» . a ^ o p j,� ,>: � I . �. '^� . � a � -.... ��Z4�� � f „ � � � �'.y� (� `�' - .��. _r � i J v Y ) �. t • � � j � �- ' , �Q p ' � u� ,*' �'.a t� 3 ; � . ;�� �l.v ;; � � �3 � ���' � �� . � � � 1 r,�} ,_L. . . � ��� � � v � � ! nf M`� \ � p I ` m•c.!I . � ! �.� ! i.'�. ��,C td ..� Q � • �l--`� � ��^ r' . : F. . S .�. Y v 'J L 'J .. .. �( : - . . 1 v •F ^ J � � I ~ `� �. � • ?... � :/ L � L � {„ � t � N � •r � � v � . ��.j� ! '� � w� �r`�/ � „�j � M � ' J a � : :. ;i.(17 � . � � R ,[ -- E � . ' �_,-. �q d .. '. � . J J; ."� ? � � Q ` 9 ' � � : � . , � ` . �` '. �;. �;�� ,i � " ^ , • . i' � �: �i � . � '�'� . ` i f . . , . , � �r`` .. 3.,''' `5-.�r: },����¢i ��/• ' ` , I �(' ��;�: �j�4� I DOSING CHr�MBER SIZING ' �.` .�:. (Yj`�a.. ' . �s� s_ � ��. ';� .:P�tOa� i . i _ : � �� }� :+. � . - . �1. D$tena�e area y,��, . : � A R�ctangle area=L x W � � : � .� ' x tt square feet Radius ; �-::'�.:=•' :��---�— I '�':` �$.:Cixcle area=�(314} x radius in feH x'radius in Eeet . , �E`:,`:..,:.:.. '3.14 x__�t x�—�t� sq ft I length ' ; :`-'�.C.:Cet area fmm manufacturec sqft `� '�2. '-C�lculate galtons per inrh €_=."':Th�re_�re 7.5 gailons per cubk Eoot oE votume,therefvre tnultipiy the area(IA,B or C) Lega!T'ank: �_�:�tltrte8 4he tonveralor4fattor and divide by 12 inches E�r toot to calculate gaUon per Inch. 500 gallons or 7.5 t 12= s ft 5 T 12 inlft � � gallon per inch • = :;Are�X. — 9 �} _...��� 100%�tl:e Dairy flozv � ��i:�;ti,:::,;,:�;..>: /0��'4��1��M J ` ;�::.: � .. :.� or � �-3:.Calcalate total tanSc voiume � �'p Depth from boito�of intet plpe tp tank bottom __.��� Atterrtntirt,�Prt�lips � s �. To#al tank volume�+depth from bottom of inlet pipe to tank bottom(3A)x gal/in(2) ` g n. a( 3 /in a�8ai A•i:e.�r.n.a swny.alo,.s m asuons vK oay f C��' � .�� � + te � � �f r+�'��: ..��:- � pdtooms Ciaul Cla�sO CUiaYi ClaulY � '� �.. ,;:Cpaku�ate�gatl�ns to ccctver pump(with 2-3 inches at water covering pump) _ �oo ru �eo' aox .. ! ' Y f•is(;m��a d blocklieight(inchj+2lnch x alton/inch ° 'S0 �0° =t0 °�"� � us xss Ys�w. ` 4 '':(�I r t+2 t n)x.,�g a l/i n= / gallon � iso �so i9• n„• r-. �.'.ei -..t ->- ' `. ` , 7 1050 600 ]70 �aU � • � �' 5. �1cut�te total p�tmpout volwne a tYOO 67� t°� `°"'"�" • � A.:Select.pump stze:far45 does per day, Gallon per dose=g d(see�gure R-2') � :-/dli��s per day a 7S'd$Pd+-�—doses/ciay=. �� gallons , � ; x B, Calsulate drainbar,k`=� . E-20: Vofume of Li uid in Pipe c 1�Dete�t�ne takal pipe tength,�feet pipa-Diamete Gallons per foAt �' �• F 2,::peterm�ne 2�quid volume of ptpe,�gal per ft(se�figure E-20)� � " i : K;�:,':-::': . � � :`3.�T�iainback s�uantlty�,.�.�tt(581)xQd.,7gal, er ft(5B2)_�g � 0.045 ' "'C,���'otal;gum out volwne�dvaevoluir.e ���a�back(5B3) i.25 0.0 78 ; , ��gaF.�.�al a�Totai gaUon � � � �1 3 Y c�'7 J�Ly_�_-"_ . ` �t . � i : �y._ �. = 2.5 0.25 , •.4.�Ftoat�paration Sts'�anoe(us1n8 totat pumpoUt voltinne) 3 0.38 � �p�al pumpout volume(5C)�ga!/inch(2 4 p. � � : aI+ �� ,3 gal/ina �� inch a�1,` ��: ' , . ,:'7,:Cal�te votume Eor�alarm(typtcatly 2 to 3 inches) s' +�A�l� e�th(tc►sh)x gallon/Inch(2)= a in x �, !3 ea�/�1)��g�� � ��:� � � ` $�CatCl�aEe total gaUon=gailoc�s over pump(4)+galions pumpout(5C}+gailons alarm(7) I s ;_;_„�.l,��gal +, ,>!o.� 8at+_.(¢�gal=_s�$attons �����,,.� � l� i : � � ����y s tal alion 8 T llos►/inch(2} ' / � , i 9,<�T o t a l�T a n k D e p t h t o S ( ) S� � : ::- :ti'.:=:�o a!! '3�ga1/in=�—i,� inlet ..�j�9� . a �; ,. . ' . ; ��:'`s ' :" . P��y _sery cap ity alarm an �� i . ...:.;;,�::�-.. , . , �•� ,� ?/� � conUol I ;,I���! ended: - � . : . ..•�; - , :.. -�I�C�,,� iesen�ve��pa� (7����'daity fiow) pumpout va ,(�3 ..� � ..�.!.�.Q. � p � '� �`'.' =S�allorl5 S,a,,; m on ��Y��w•x.75���X.75 pump off � � control °= � ontrol � _ , � �� � � _, ;' �u_> � /o,r ti. � . 4 t�� al� � \:.' .'�: . . ' �I}tRsgbY;�ertify th$t I have completed this work in accordaitice�viEh applieable ordinances, rufes and ta�vs. ( : , ,� { ` . . ..�F�x�?�=7 .: - � . _.tsignature} (license#) (dote} � � �}�. ( y�1,��`y"- , :Yk*Y� t��� � - �� . � . . � � . �., (i>�V.}£..� , � � _ . > t : � `F. � '1 C �} . . •• . � . . . t-"1 1 1 i �:�- .+j � .., - � • � I ' � ��::�;;:# 5 t�t���" ^'� ��. '�� 4 �a �'d � "� - �t�� - �� �;���.�'� � �" �� PUMP SELECTION PROCEDtJRE , � - � � a ��v r'h�� � ' - ;: :. .. . f :. ��u - � � ` �,. �l?�ter�nine pump capacity: . . � `��,��Gzay.ity dist�ribution �`: �-� - 1, Mininnum required discharge is 10 gpm 1 . ��" '""��"`' 2. Maximum sugg�ested dischar e is 45 m. For other r� g SP � . � ... . , ; establishments at least 10%greater than the water , - . � :': supply rate, but no faster t�tan the rate�t which effluent will flow . ���;:: ::-:aut:oE.the ; distribution device, � � k.: � $.=��'ressure distribution � , �.:'. . �. ,}�See pt'e�suYe dist�r�bution�work sheet � . . . � #_. _;.:.:,. _ _ :r < � >:� : ,.." •t::�:::�-=�rQm A or B Selected pump capacity: � gpm ���, y '' `� . . , � so9 treatmant system :���;��2.:Uetexm�ne pump head requixements. � �' & f norgs �` � A.ElevatiQn differ�nce between pump and point of discharge? a�.Q�+�" a'�`' .a` " ' =�_.,7 feet�_ - t� • ��;:;;::�::::��::�,; B.Special head requirement?(See Figure nt right-Sp�ciai H'ead qq,�,rohon � �Req�u�rements� � ...._. �erence �� . , ` �eet • , � :. .: C.Calcul�te Fric[ion loss .__. ....................... ....... .� . ;� �: I.�Select pipe diameter 2,a in � . . �_:�_ .�. � - 2. EnterFigure E 9 with gpm(lA or B) and pipe dia�teter Spectat Head Requ�rements : ; (C1)= �. '- Gravity,Distribudon U ft- - ` �. �Read friction Iogs in feet per�00 fee�from Figure E-9 p��ure Olstribuiion 5 ft :; . . ' ,,�.��ction Los�.��'�ft/100ft o€pipe � :-�� .- . . ,..:,..�;���?etermine t3tat pipe length fram pump discharge ta soil treat- 5����t_�scharge.point:Esi�mate by adding 25 gercent to p�pe length F.9:Fdcflon Loss in Plasfic Pipe ,t;� fo�ttiz1g loss..Total pipe length times 1.25=equzvalent pipe leng#h �er i W teef � �`� �'-��'7 feet x 1.25=�feet ' nom�nat lculate total friction lass b multi 1 in kicHon loss(C2) �PQ z ���� t °� � Y P Y b Row rate t.�" " ° ° v � ' '� � in ft/lOD fE by the equivaient pipe length(C3)and divide by 140. � ;��' `'',- ��.,,.;f t/IOOf#x .i��,_ +100= �' a.f t 20 2.47 0.�3 0.�t ��' '� ` � D Total�ead�required is the sum of elevation difference(A), 2�i� 9����:�1:t:i�:�.b:16� ,« . . . ' '� � al . �tead re ui�ements�B},and otal friction loss(C4) 5.23 `�o.2s � �* �' `�..-.. ft+ � E+ ?,J 35 4.96 0.30 . ,!r3:r''}. _ . . � �1 ✓ Y QO?:i;i:1&z 8.21:::�2.64:�i�:'A�39' . o� -= r 45 11 A7 328 0.48 � �,... :.� . : ��e� � � a �Total head: % _ 5a i3.a6 s.�v ass �z�, �°:•:��,. . �:��'���'���+°�o�� ,� �4� . . , �Y" �..� . 60 5.60 0.82 ��.� � � ��'ump.:se�ectiqn ���' �"� um must be selected o eliver at least ��'° �m � : e.4s 0.95 ` ��p p eet of total head(2D) 7 �'� �'� �''s� ;����or B)with at least � . .�� • ... �. �" "°�..,- . , �. . ,. ., r; �..:._ • _ �z.,� . . M r ���reby certify.tb�t I have completed thls work in accor�lar►ce with applicable ordinances, rules and laws. '�%� c : � . . . � � ' •e p (UCense� (date) f�.,ib4' �S��I{"fUC`� �^ �1.`::jt�4:� . wi: t ;:fiy::;��:t • • ' Y'-:r.:;� 1 . _ . . �Y�-;.�x � . � � 3 J��"�'�a.�,: ' + �v,�t�, 4/loal a ' , 2 . p Y�',t�,� y�� �'"'=-'j�`="_�='�=�' PRESSURE DISTRIBUTtON SYSTEM Ge�texdle[abric � ::: < : ' . - � � �:� . --; .: , , : � �` 1 -Select number of perfarated laterals u0 , inch .rforations s aced�3' 2 • t�L! : ' �c ;, f. ,�:.; ' - , +.. . :. ? . . 9"of rod: r 2 'Select perforation apacing= -� ft • �- �� � : . Perf Sizin�3!�--7�3 d �-= .: �� Perf S cm �i�+'S' - 3. .�`Since perforations should not be p l a c e d c l o s e r t h a n 1 f o o t t o �' 8 -- 3 '= �' ' ``:�the edge of the rock layer(see diagram),subtract 2 feet from � ��;� - ,.:>tk�e rock la�er length. E•4:MaxlrrMxn albwable nwnber o11l4•N►cn pedo�ahoru �`_:` : 43 pet lota[d b quarantee<i09�dlscharge variaHon ,, �-2 ft � �r f t perfaatton ' , ,4.�;:Determine the number of s aces between erforatians. �'� �� :� P , 1� 91nch • 'I.25�ch 1.5�ncR 2.o inch • ��Divide the length(3)by perforation spacii�g(2?and und � -`�, > " to nearest whole nun�ber. Y� �.�� : . 2.5 8 id 18 28 ,:,;:� '� ,,, �Perforation spacing= �� ft+-� fk= � spaces, .3.a 8 13 ►� � �j �15� �{�s:;_���:�.�... . :.��- . . 3.3 1 E2 16 25 . . ' `` 5 ' ` 'Number of perforaHons is equai to one pli�s the number of � 4 a � }� 15 � i�',"='�`'•".-'`�':;�`perforation spaces(4). Check figure E-4 to ass:rre t)re nurnber of � .:...__ perforations perlaferat guarantees<IO%di;chrrrge vnriatio�r. 5A d �o ic n :•�'.>- -: - � g�CPS-F 2 =�,Perforations/lateral E-6: Perfotafion Dtacharge In gpm : �T�.;�'�-_:_-._._ ... .__.___ __ . � . �'`��f�:�b.=�--'�A. Total number of perforations= perfor�tions per lateral(5) perforafiion dfameier ' - times number of laterais(1) head � Y� ; � : (feet) 3/1 G 7/32 1/4 ' ; ` ' �� erfs/lat x�_lat=�,_perforations � �`I�� ,�.` -----�-p l.� O.a2 0.56 o.7a ..�;-.:�-�_ �.:=,°: . - ,,., . .. .I� : ��� •'::.B.�Calculate the square footage per perforation. Z,pa 0,59 0.80 1.04 ��` � �'"����'-==Recommeded vaIue is fr10 sqft/perf�l.7oes not apply to at grrrdes. : �!t�� � .Rock/bed area= iock width•(ft)x r'�ck length(ft) 5.0 0:94 ]:26 1.65 },�3�A-�y- °_, !O � it X �i� S {t p � ; �ti r�• ��----�-�— � Ute l A foot for aingi8-fOmdy nomes. ' �`� ' Square�o�t`per per#oration=Rack bed�rea�-number of perfs(6) °u�s.o iear ro��, �,se. � � : >�-;Y �W,.�'�;:_ 3c���sqft�___�3�perfs= /o sqft/perf r'?t,0 3 � ��`,�,�,.' Determfne required flow rate by multiplyi��g the total number of _. : � � ���erfaratfons t6A) b ftow er erforation ls�Ye ure E-6) • ` , k P Y P p f�8 � .�,�� ; � �-� . . . , . ; ��c ` ,�.�a,.� � � �3 perfs x o•5(n m/perfs= gpm � l f--�"" ': � � r ::= �/ �.ro«,o � �:�,:;:,,,:: .. K' (f,fi.y�, i� � �} � � ��� _�����"' . �.. �8 ��If laterals am wnnecte�der�pe s io o � �/� �:�.,,.a,.:.�, $�; � ,�. x�nt le,toselectmit�imumrec�uiredlateraldiameter;enter ry�E.�;Myy����EneolSys�om u�:...�M� ' � p . ��`�`�igure fi-4 tivlth perfora.tion spacing(2)and number of perforations ' � �'�:';�.��per lateral(5) Select mtnimum diameter for i `_' �rforate�i lateial= inches. �r4',-•'�. �,,_ . ! ��'y_`s.•::._`__.. ..'...,._ ... � � � E�LRAarIXOW ���OCQ. ._.,,� : £, �erforabed lateral system fs at#�ched to manifold pipe near n�c«w�«r»`� � � r.the center,lolwer dlagram�parforated lateral length(3)and .�� � � `� number of perforatians per lateral(5)�vil l be approximately one 1 ��., � _ � •' , . _�$�'�`��;'�talf of that 3n ste p S. Usin g these values,select minimum �o.�. ,�.�,� � ;�=:�:�;x:;-� ... ` ,�, ,;'�d�ameter for perforated lateral= o?,ca inches. ,,,.,P,.o �`; � - ', . � `. X L1 J►A � �i��,� .� � ..k`4 ��....:;• �. . , . - � �j��:t,•f �;,,:`� :�,.,; .�► that Y ve ca ed this work in accordance with applicable ordinanees, rules and taws. ��,� ' � U������ � �� (si nature) �� Z {license#} 9 {date) �fF: , � i'•, _ _ � a� • �'.�F��•�,.�,a'k�����' . - .. . . . . �����: � _ _ .�����,�,�����; �,� 4������, .��� � � � ��o � ::::�.:�.�_: . . � '(s�� OUND SLUPE WIDTH&LENGTH Landslope> 1%slope ��"���(1�ndslo e ater than i9'o) � s � � � �:s:�.=�,;... P 8� �� 1, ppv�nsiope absorption width s absorption width(F� �. 5 unus'irack layer width(D2) , z ... �' � 6-,�� . . j ft. :'' .: p�.� �+;��' • �:: ,- 2� ft=___�a_____f t= - /� _ ---_._ "- � __. ;;= - • �.��a . z., . ::�_:����= � � �f.. ''k''�p'" 2. �Calculate mound size . . ��� a�kw�.��o:� ����� � . .� '_'� _�� �:::UPSLpPE 13� �' }A=`�'�.:;Depth o�clean sand fiA at upslope edge of - �:;. �:,_ roc�'�ayer=3 ft minus the distance to restricting layer(Cl} , „�,�,,,�„&,.S.,d� . � � .:3 fE �.�ft=�ft �7� � b.�Mound height at the upslope edge of rock �.�SLOF�MULTIPGIEIZTABLE t • . ,. I ilayer `=depth of clean sand for separation tG2a7 __ _ _ _ - � �-.:=. .,:. �;a��ups�ope.�edge plus depttt vf rock layer(1 f t} Lu1d IitS1APB � DOIYNSLOPE Slo awlUpUets for nc[ow wnIti licze far vadaw s;;:pl.u�cie�th of cover(1 ft) +��` _ •�oP���• .�p�.�uo, � ft •i �� �i �: �• V�'� �' ft+ lft"+ift= ; ,.. d?�S`: =;_;:�.,,; 0 3.o tio �.o xo ea a.o ao ao c.o �.o �Jpslpp.e berm unultipiier based on land slope �° ?:_.; = . .�" 2 7.9] 3.IS 4.76 S.6i 6Sd 7.{7 �3.09 1.17 5.26 6.38 7.i5 � - �� � � fsee figure D�4) - :d jJpslppe width�� berm multiplier(G2c)x � x� 3'7° �.s� s�t �.1� a.�° 3.'4 �s s.sa aa: e.0 .� Lt S�0 ne mound h�iqrht(G2b): 3 z�s 3.sr �3s s.oe s.t9 ats a.w ds+ s.ee �.3: ass ` : p T.' x�. f�_ ` � . f Zb8 3A5 1.17 4.84 5.46 b�d6 3A1 4.7i 6.15 Z89 9.72 - =:� �, �' S � l.bi 333 1.OG �.62 5.79 b.71 3.53 S.OD 6.6� 8.57 70.77 , ;�3�}j:NNSLOPE 6 �.s� sas �.ss +.�i e.n sai a.sa s.za �j� �e i:.o� 'e��op.in elevaEion=�rock Iayer width(D2)x y zis �.�s a�o 4,�s �zo saa a<ea 4.s� za9 iax �.� �,, -�`p�l'Cet1�'laltdSlopE,(Cf5) +1Q0 e s�: 3os ss� �.as tA9 �.es �.9s s.es a33 iLss u.9� ' `� / � '`ft x�_9''0.+100=�ft 9 z3s i��1t a.�s �.90 �.3o i.ss wi u.0 9.as �s.a ia.9z . '� Ds�wi�;slope mound height�depth o€clean io x�� Zes � �.�s au �.N 9.39 �.a� io.oa �s.00 �aa� �i � z�a us �.6i s.ss � �as �i� na> >�.ss ao.� �sand for slope difference{G2e)at downslo� � � }�'(!�E,' � Ius the mound hei ht at the �2 ZYl 2.70 3.�2 a.49 S.EO f.08 1.69 7.69 72.50 21.43 �U.75 ��� �. �g P S � -ups�ope:edge of rQek layer(G2b) � �„s,ft+.�_ft=�, � ft , g_:D�wnslope berm multiplier based on percent land siope . :- .�°� {�;/°� (see figure D�4) . �. .• U-��Q��,, -� �Q.� � h ,D�t+i�isl�pe width=downsIope multiplier _____ __ _ _ : _ ;�G2�}times downslope mound height{G2� � ��' UP.�ow.��hc�t¢�� : - �. �' ;' �' �' x�ft=�_ft � � � �� 'i' $g��#the greater of Gl.and G2h as the ��* u�,Wwu�cc:a� ��, !9 , �Pd,�a'�'i�`�': � >;.��..., . . ��� ..-- �Q��pPe width:_�p..�.ft . ,�17r� ,,, G 3 . �'��t�_�nound width is the sum o£upslope � �7� °°�,���lt'. � { ; . ;w��ith:�G2d3 width.plus rock layer width .. � �� � .� � ':t1�,2 r�lt�$dQwnsivpe width(G2i)' . � �'� ;��� ft+.lv�ft+ -hCG ft= fa3 ft �-. �t��,«� ..-�j ,�c;�ot�a..mound length is the sun%of upsiape wiclth(C2dF �a,.�.,,���, �-� � �c�ayer length(D3)plus:upslope width(G2d) � �"='� �`� -'�•ft+�i,�.ft+ /�f#= S�feet �P�N�' �' ..--,�-..... . ,�j.r�`,�� 4`::���.�A; :�' b 3� f 1�.�- �9`7 -�' � F i n a� D i m e n s�o n : ':��£- �_` �r,q '�-� � �ti� . t X :;�yr � . , . . -".-q:_._s�.;i%- . . . .4 I_here � , 'fy th�t I hav co I d this work in accordance with applicab2e ordinances, rules and laws. • � _,F�.�.ti. . ::�:�: _ . r Z . -``':' , � (sign�ture)l 7� /� (litense�f) � � 20/ (date) � ;A�t%�r: . . `�'a;j S,�. � 315 t���cr�a����'. .0 2�a�a�� V Pf''�'u � ��.I�Dc� . '- - �o�'y m�-�Q c3�- �� s`'c s�-�A �MOtJ�ID DE GN W�K SHEET �or' lows u "ta 1200 d A:: Average Design FLOW • �R�� A•i: Estimated Sewage Flows In Gatlons per Day v d(see ure A-1} num r o . •Bstimated�_gp �$ bedrooms C)ass I Ctass li Class!!i Class IY ' or measured x 1.5(safeey f�ctor) Z aoo zzs �so so��, ' _ •g�d 3 450 300 2S8 of the � li. SBPTiC TANK Ca acir 4 Bao 3T5 zss �awes 1} � 5 750 450 294 in Ihe 8 900 525 332 C�ass i, ��6 atO gallons{see figure C-1)1- � 1450 800 37U 11.�IN ��it. �(� �_/000�� '�"U.v1�/� 8 12A0 875 408 tolumns. G SOTT.S(refer to sife evaluation ���'�"��.st.�t+3`J G�:g� Uc7�w�CCa dlhs in albns. cn�����, r�r� .�r��� �� �� ��;� ���`r 1: Depth to restr�c g ayer= ��a feet e�a� Gww�r �w�v�� ���=b� 2. Depth of ercaiation tests= �1.c, f�et Z3 a 4 i� i'soo � 3. Texture �/.��,�' U S r ,se 6g 'zoo50°0 0� <� : Percolarion rate�t.a mpi `��,-c�o ,►�pr � u�..�.�. �� � 4. Soit toading rate.�_p,p�lsqft{see figure D-33? ' � 5. Percent Iand slope ��,d -% D. It{}CI<tAYBR DTMENSIONS l. Multiply average design flow(l�.)by 0.�3 ta oUtain req��ired rock layer area. Z Sci g�d x A.83 sqft/gpd = 3c� sqft � 2. Determine rack layer width=�.83 sqft/g�d x linear I..�ading Rate(LLR) _ � 0.83 sqft/gpd x j Z Qnd/sqft= � �° ft �ou nd LLR 3. Length of rock layer=area=width =�; �c�sqft(Dl}� io ft(C2}_��ft < 120�MPI <12 . , ,, �- �a.."�Roc�c voL�� > '�20 M P 1 < 6 � � 1. Multiply rock area{Dl)by rock depth of 1 ft to get cubic feet of rock !0 3o sqft x 1 ft=�03 cr—cuft • � . .2. Divide cuft by 27 cuftJcuyd eo get cubic yards (0 3 v cuft �27 cuyd/cuft=�_cuyd , 3. Multiply cubic yards by 1.4 to get weigllt of rock in to�ts , �, '?1� cuyd x�1.4 ton/cuyd=_��tons f /a��o . . D�3k AhawytMn YdldtA Sfelrm Tabb �.. SEWAG�ABSORPTION WIDT'H ..�++•� �o�� . h�w aw r.wn a�� "°f0'a.wm r i - � .� FawrNnS �� t.t0 �.Oo . Absorption width equals absorp�ion rakio(See Figure D-33) �6 _ _ , dmes rock layer width{D2) . �X�ft�,�U ft �b � .. �..� ,a, �w+n .� aoo t � . Orestrs - y Sewwoe ; TNEAT�f�NT w.e.+rwarau�armma.wa. 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' � � ��.��_S .♦ �` fi . ;t ,,.-� � �. - _• � � � ;� . � �µ� n � : . , J.� , i a � . : .::� �. • ; _ ------- ; .�� � � � � � Z ��� � � �� �� � � ` �� �' O�� .a ,��t �l] �C r� �`�y n� �`�C� : `S� �.: �:� ,� ,. - '�q'�`�' "C'�'°���:�^ ".�+'°",.�i''�e�d i7^}�,,, �.'��GJ 'A^��'1BCtt no� ..�r$'M"'Z` ^c.,�+�k -�rr-,�...��„w. .-..,�a„_l+,Ra� �•wv�� �m,r.. .f'�;+.,'.^� r*^et,•rrn}p.ti+m . . """-�."F�?":Y:'r ��.vaa� :p'� , � �.r os . � . Y 7 ` �y.: r � � ".: :: �: .,�tr,! �e7�,4,��i�a c .h � �, . . .�.- M�� y�rT� L �� ' 1 � . . "'�r '� .t���~ `Ab.Y� ��. . . . . � A • . � � . � t rl,. ��V . � �� . .�. .-. . . �..%,�; . � . � , .'.� .:� • �� . , , . . G� • �' � � � � � . ,. . . ..� C �, � . :� . �: , . _ �- �� . �� � � : . � or . � � ?` . . '`t �,J' � � `: � � \� � � � . � v �40 �, .�(,� , . � t�, � . � � � �'" -t � � `��' �, �-----` �. � � � `� ` `' �'� , �.J � � � � � p . � : -� -�-� , c� � b �' .� . ,� � .� ,� . . `� � � � p � ��. � �. � �', `�� -� � . , `� � � � ��, �� � � -� � n , � �, " - � �' � . � a b , r�.. � � �: W � . � � • � '"' -�-- � � �� `� p� ••^, � �`C-''. ._. .� „�x �� ; � �� �` �a� 7 �C..;- Z-- ��� t" 1:���'�'� • � , , • , t-_ `:: :_ � Connie 8t Nathan report pg-4 � Botii sites are suitable to install AN OTHER MOiJND SYS'FEM on, : ': The u�per site woutd have some of the mound system located on top of the oid drain field, kf � Hawever the natural snow and rain runoff wotild move around this site hetter compare �; �� to the lower site.If the lower site is us�th�re is a possibility of water dainming up on the ° upslope site due to its locarion of being in the middle of the lot,which would collect,are � � of tlxe rain and snow runoff, `�� With the abave commen#s I feel that the upper site is a better site due the patential �� � draina e roblem tha#c0uld occur in tlie lower site area. �' . Howe e the final decision an the piacernent of this maund system wIll be up to the '� City of Orono inspector(Mr.Willy Gibbs) , � `; . . � . This system well be consider AN OTHER TYPE OF MOUI�FD SYSTEM,therefore it will ' ` � . , have to be monitored and inspected�vice a year for the first 2 years and the results must �'�� � _:, : be reported to the City af Orona. , Y.;._. _ - See enclosed monitoring plan for the details � ; Site E�raluator ' . . � ; Robert A.Koch M.P.C.A.#193/1429 �, _ f . h��� �. . ,.�. .' '�� C ` \ � . • � , ':F �. -. �4-:.. ..t.:�. . . . .'.:���.•.::':,'.'f._:- „ Both sites must be roped offto pi�event construction tr�c firom compacting the soil, �, ��;__.,___:: which will ruin the site,and a new area will have to be located.The builder or the owner � �` � should dv this. >�:-� , . � . : � ' - � ,� :� Site Evaluator � _:�� � � .� � .:=.=-°_-_::.. k'.' � � �} -;. Robert A.Koch M.P.C.A,#� 193/1429 � � _ _ � Y�. �'� � � ".,'�..'•''.�,'. � " Ef s� , . y . �'-..�.-- .. . . ', - _ •, ' . .-., • • . Connie Fagre report P�-3 ' In the rock bed the size�of the perforated lines must be 2-inch line,with 7/32 inch � . perfoxated holes spaced out at 3 8. agart.This system should be center feed to obtain t'� � equai pressure distribution thru otit th6 rock bed. . ��: - : ;.. . .:. . - �- � Cieanouts must be located at the end of ihe 2-inch lateral for eleaning purposs of the �¢ lat�ral line in ease the line would be plugged up. This is a new req�irem�n�new Minn.Rules 70$0 codes as of Feb.�014. r' . ' In the lower site the mottled soil levels was at the following; � ' Soil Boririg#4 Mottled soil at 25 inches No standing water encaunter after 24 hrs. '` . �Ol�B02711 #5 cc u cc 42 inches �s �c i a a a a � g � « « « « .. �< « �< « � Soil boring# 6 22 inches :_-� • Soil Boring#7 " " 26 inches `• " " « " " ;:: Soil Boring#5&7 indicated fill oil a d�pths of 32 inches and12 inches �;;:::::' ' � = = . Therefore there is more fill soils in this area and this area coald b�more compacted than � the upper site resulting a slower acceptance rate of thc efIIuent. : a� However the average percolation rate in this area is 14.5 min/in. � � . . Th�e size of mound needed in this area would be the following size using the same sizing � factors ; � Daily wa#er us�--750 gaUda�'� ��f� _ Perc.Rate Range-46-60 min/in t - R�uire mottled soil Ievei--G inches(Willy Gibbs sugges#ion) � � Land Stope—5% �., . Ovcrall siza--4750 sq.ft.(Upslope length-93 ft.Dvwn slope lengtl�-97 ft.) . s�` � . - Widtl�50 ft.(upslape 15 ft..ibck-10$.&down slop�-25$. �, ;:� � Ahsorption width--27 ft.} � � Rack b�s3iz�r-634 sq.ft. (width-1 Q ft.length�3 ft,) � ` � � Amount of materials needed; �, Sand----300 yds.420 tons Ave depth-3.5 ft ? Rock-2a yds.,3a tons � °° �� --l.o ft. ' Sandy Loam---100 yds. " "---9 inches � �opsoil-135 yds. " "b-9 inche� � �� _� The above amounts eould vary be 1 Q 5 plus srr minus �, .�:_:.;`:; ':`-� Pdm p siza-35 8-�.ri3.(must overcome 1 S f�.of head pressure} � �f�Y;; .�- ..� Pumping rate+--167 g�Udose(5 doseslday} � Size of putnp tank 1-1250 gallon tank. . . �': , ' `i ; . <:. ;. ., • s:. �., + �' �:: ' • :` - R , r� - , .. �,. . �;:.,. ". ,:. k; . . �.- . 4_ ' , ' - ' � . �', .. ;: . - �>::= . �onnie Fagre Report cont; PS-2 , . r:.: . �. ;� If a mound system is allowed on this site it woutd be�#he following size; � �l�tote;The local Orono Tnspector(Mr.Willy Gibbs)felt the even though the mottled soil levels were at I6 inches or deeper we should use 6 inches to mottled soil whgn designing ;'- . this mound systern as a safety factor. {;::.� ::. This size of mound needed in this upper site would be the foliowing size;l � Sizing Factors;Daily Water Use--750 gaUday(5 Bedroom home) '` Percolation Ran�e 48-60 min/in(�ciam-C{ay Loarn Soil� �;`' ° ,;. - I,and Slopa�-11 % ;�- � �=.'..��.:. Depth to mottled soil---6 inches - Overall Mound Size; Width-63 ft.I.ength-13 #� ' � Upslope length--89 ft.,Downslope Iength 97 ft. � � � Wicith-63 ft.(upslop�-13 ft.,rock-10 ft.&dawn sIope-4U ft. . � Absorp�ion width-27 ft. . � <; ,: Rock Bed Siza--30 sq.ft. (Widtli 10 ft.8c 63 ft. long) � . � � �_.: Amount of materials needed; . . . ;�,� e.,,,a____zsn.,.�a._..�onr...,�_ _ n„Ano„tk--�-�---_- --- --_.. ._ -- ------------ ._'... �,_. . Rack-24 yds.34 tons `< `°---1 ft. _ , - Sandy Loam-- 200 yds. " "-9 inches � � . • Topsoil---- 160 yds. " " -6-9 inches _ . ���: ..'�:�� �:: The above amourrts could vary by 10%plus ar minus. ,..,.: ,, :� �t'�`-.t Size of septic tanks needed for a 5 bedroom home(750 gaUday) � : �'wtal tank eapacity---3000 gallons sealed tanks � ; � ' Note there already 2-1000 gallon tanks i�stallect and these tanks appear to be sealed#anks ��- therefore they ean be used,therefore only 1-1000 gallon new sep#ic#ank wouid be needed t to obtain the 3fl00 gallon capacity.- � ' 1 � �. A effluent fiiter must be installed in the outlet baf�le of the 3`d tank and atso has to have k�.�-. :' : . an alarna system on it,to indicate when the filter needs ta be cleaned out. �;;.:..:` • .' *This is a new Minn..Ruies 708U code. `- :.�`; -:. �° - These tanks should be pumged out ever 2-3 years.(City of Orono Code.) � - � ���:`:,: ;;.••�,', 'Thi�mound system must be pressurized therefore a pump and pump tank is needed; __ ... � � . Size of pump tanlc 1-125-gallon sealed tanlc. �., .: .,,,�. ,_.{� Size of pumpl-35 g.p.m.{niust overcome at least 14 ft.head press.} �, .::�>.�- - ,Y= Pumping Ra#e- d 63 gaU dose(5 doses!/day} , � .'. An alarm system must be located in the house to indieate pump failure,this must be bott� a light and a sound�tarm system. �'. - '.. . - � �:. T:::. _ ��:-,�' �`.-��.�:�,�- , i _�:.. .•::...;' �L ' � t ;' . r;:-�:.. :, . F:. - ... DATE TIME ✓ CITY OF ORONO CALLED IN � d �� INSPECTION NOTICE SCHEDULED �� �� PERMIT NO.a�//-d/�i�� COMPLETED ADDRESS 3/5 � ``�--�-�� � OWNER ELEP ONE NO. ��a a��7��/ CONTRACTOR � DESCRIPTION �i" �� � � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ 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 _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES NO c�., COMMENTS: ��-�- ���-'`9 � W a � �X �'� �3 I c� � l� �3.� 0 � 0 � W � Q � 2 W � W � � � Q WORK SATISFACTORY:PROCEED PLEfE� W ❑CORRECT WORK 8 PROCEED ❑ ISSUE CER ATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORE COVERING PERMANENT ❑CORRECTUNSAFECANDiTIONWITNIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.GALL INSPECTOR �CITATION ISSUED �INSPECTfON REQUIRED.CALL TO ARRANGE ACCESS. Cail for the next inspection 2a hours in advance. (952� 249-46�� Owner/Contractor on site: Inspector. o :� White CopyMspector's File Canary CopylSite Notice L� DATE � TIME ✓ CITY OF ORONO CALLED IN INSPECTION N TICE , SCHEDULED � � PERMITNO. � -��� cofnPLETED �' �) ADDRESS � �J ��� [�� OWNER PHONE NO. � " � 7�J CONTRACTOR � DESCRIPTION � � ❑ FOOTING ❑ PLUMBING FINAL ❑ EXCAV/GRADING/FILLING Q ❑ POURED WALL ❑ MECHANICAL RI ❑ LAKESHORE/WETLANDS y ❑ FRAMING ❑ MECHANICAL FINAL Q ❑ TREE REMOVAL Z ❑ INSULATION ❑ WOOD BURNER/FIREPLACE ❑ SITE INSPECTION Q ❑ RADON SLAB ❑ WATER HOOK-UP ❑ PROGRESS � ❑ FINAL ❑ SEWER HOOK-UP ❑ COMPLAINT J ❑ DEMO-SITE ❑ SEPTIC MAINT. ❑ FOLLOW-UP _ ❑ DEMO-FINAL ❑ SEPTIC INSTALL ❑ HARD COVER REMOVAL J ❑ PLUMBING RI ❑ SEPTIC FINAL ❑ FOUNDATIOWREMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO v�, COMMENTS: � W a J O �. � O � W � Q � Z W � W � � d W KSATISFACTORY:PROCEED � PROJECTCOMPLEfE � CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WFLL RETt1RN ❑STOP ORDER POSTED.CAIL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALLTOARRANGE ACCESS. Ca11 for the next inspection 24 hours in advance. (g52) 249-4600 Owner/Contract si . Inspecto White Copyll�spector's File Canary CopylSite Notice