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HomeMy WebLinkAbout1996-008092 - new septic system PERMIT �,���Y OF ORONO PERMIT TYPE: ' 2%50 Kelley Parkway- P.O. Box 66 ::::_ '��� �t W�"i��,�; Crystal Bay, Minnesota 55323 Permit Numbe : � Date Issue . i yt�,=t r��,:: (612)473-7357 i_��=./:�F�I_��:. SITE ADDRESS: �;t_=�,:i, U=�t�l��VIEW �:I�; �.'��V �'. I .�I. . t_�_;--�, i�—:�:=:—'�_;—t;t_j i 7 DESCRIPTION: ��E t� '=,EF'T I i: :��Y'��TEt� :��+N�;' � i�1��•��' F`��riiit. Typ� t�iEW '•==EPTIC: '-=�Y'=�TE •��e?w►_=:i' ?c W��E.�t' 4��_�t��.: TYF� 6iE:=;ICi�t�lC�E � REMARKS: FEE SUMMARY: ��tS� �r�Y ��iji.) .[}{'i '.�;��iP'C�"tct#''°?t: ______ _�....�il �i_�#.c11 �r_� 3�'il (.3t_), �i('t CONTRACTOR: — s�����1 i c�nt. — OWNER: H�Y��=, E Xt�:�V�tT I t�;G ;�.7���,7�=.•� :T�_it����; �iC,. �t��:; ���:�t�l� '=�T �I� �':�,�.��; �...��N�av I EW C:I� t��:�i`�iTFt=�`=�E i�lt�f ��:�:�.:�; i�i�;i_t��t:t €fi,� ��_;��=, {:{_�1';'? `�i�.�—==S'�1 4 . _ . ,--p „_,T . _ . _ .y� _��:-.: . F �_.�'�` 1- t�� ¢� F+;. �.t:i I— � —� Ife.� �"� 8�;f:':�i; i. � ��;r.i ��,.��;.3F}�,.�t(�hj'i"<< �f'?� 4!1 !'?•��S .J�!..._ .�.�����Y ,.__,_F'��� � �_� ��t��t����_. . _ti� ��_. : tr-��'••.:._ �"�t.. � t..� : ; `�;�'E�:I�E�u r����u R�'.�Ei��'�i �"�3 �i�i �:_E_ t:���!�``r�:: I i�� M;;�;?i�i` i_+�3�1t=�L T��:�i:� ��I i� �??;__ ��T':.�;�,,� �::s��� L €�.������t_t :�:�;��i�N�hv�:E'r� At�C. `:;TH-f'�: #:::�#= C�T:�=����=:f:i i�: L,�_:T�f��;Z,�c; �.:t:��r� ��;�;yt i�n L t�i�.:_f,�-�-c:. � . � �-i � APPUCANT EE SIGNATURE ISSUED BY:SIGNATURE - � � . ��; i.�- . / CITY OF ORONO S�PTIC SYS'�`Ei�1 PERIVIIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, �IN ��323 � � � ,�, , � �_ JOB SITE ADDRESS• �' � � <`' _ _ . �� . � _ Occupancy Type: Residential i Commercial Other Permit Type: Ne`v or Replacement System, $100.00 � Repair Existing System, $ 50.00 (Tanks or Drainfield) 0.�0 State surcharge added to above fees *See fee schedule for non-residential permit fees �' ���<�� PhoneNumber• � � , v�;z � � t�;�.{r�> �f �,t 5 Owner's Name: � ° City: �P� Mailing Address: phoneNumber: �'%''�-��--' -� Contractor's Name: ��-=-� ��" � — , , c�ty:,< ',,�:, �' � - �- I1�Iailing Address• `��� ` � ` �' � � ' DO NOT MAII. PAZ'MENT WITH THIS APPLICATION GEiVERAL INSTRUCTIONS 1. Applications for septic system permits may be mailed or submitted in person at the City Offices; however, permits will not be mailed out. The permit must be picked up in person at the Ciry Offices and work must not begin unless the permit card is on the job site. 2. Permits will be issued only to contractors holding a City of Orono Septic System Installers License. 3_ Ali work must be done in accordance with the approved septic system desi�n. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 4. The followin? inspections will be required for all septic systems: A. Pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to covering. C. Drainfield trench installation prior to covering. For mounds, inspection is required after rouQh-up but prior to sand placement (sand will be jar tested for silt content), and again during pressure distribution piping installation in the rock bed. D. Final inspection to verify proper final cover depths and to verify that all pump station (where required) components are functional and comply with codes. 5, Individual holding MPCA Installer Certificate shall be present during inspections: A 24- hour notice is required for all inspections. - � NOTE: Applicant must initial all spaces. Fill in all appropriate blanks, check all appropriate boxes. � � �.. � ����� 1. I have received a copy of the system desi�n including the City of Orono Septic System Approval Cover Sheet. � � '�` ' 2. I will be installin; the followina: A. Tanks: ✓ Precast Concrete Other Manufacturer Tank Capacities: 1) � � _ �a1• 2) - _ gal. 3) �;,�i�� gal. B. Pump Station (if required) Pump make & model /'„ ���� (,,;�-�;i I (attach pump curve & literature); system design requires ��> gpm at � �� feet of head. High water alarm make & model ; .�_�- !-<-�-.� . Outside electrical work to be completed by installer ,-- electrician other Inside electrical work must be completed by electrician. C. Treatment System: ��.=�; _ Trenches: 1 ���� s.f. Maund ,���`'`� Depth of rock below pipe " Rock bed dimensions 'x ' �� � !� �—' Drop Boxes Sand bed dimensions 'x ' � �; �� Distribution Box Pressure Dist. Pipe Diam. Maniford Pipe Diam. " ��j;'� D. Final Cover/Topsoil 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 work in strict accordance with the ordinances of the City and the regulations of the State of Minnesota, and certifies that all statements made on this application are complete, true and correct. -��<< < � � � Date: ' � - � � �,_ SignatureofArrlicant: ` �,:, �- i �- MPCA Certification No.: � � � Staff Review: Appro� �� De ial `�' ,� Date: �J�` / ��:) Reviewer: / Reason for Denial: � - : - - �u � � . ; � . \ , : . - _. _ -_ � �itDi0lMGi f� s '"'`�;'y ::> . . . . � � _ � . _-� _� � -_ ._ - _ . _ ��,� N a _ � .�_S�.L1U��L-'Si-�i` fyiRTF " . _ � _ F'ERMIT,MO�. ,; � � �� . � APPROVcD A5 SUBk!IITE� • � IIQPROVED W►TN C(3RRE.�,`T{pp�g AS NOT -���.��, . _ -tti'S'� NOT APPROVED — COfiRECT 6, RESU � o i ��oronh are tor ypn►f���R�All wor* . ����„ � � M f�N coieplte�ce w�tl�aM a�plcabh Lwildll�S �ra+ ��Including k�rtt"s rwt��N nohd i ,�� 7 w�f�► . . . _ _ . . . . _ . �. . . . . . . .q�.� �� -w�� � . j � !. , KEEf�TF}�� F7J1fV S'!T G2f+t ST�,4T At • - �' � 1�1 � � o _, � J � � � , /, . ���15�' /-�'/' ARol1 � ���j � o/� • '" o �y�f�G'c A�.�. F1cikV`(G4��4r�<_i..�T . . . . . . , �� /' , o� oF TN�- P�o�s� . ` �; . « � �s��Cw�tu'f' P�As Cs�nQc _, i 9t.3 Iac�`^.6 y••_ � � t}fCT� C.oNy(f��c'Ctc}� � � � y�. � I i: . sj t '� ; ny.1l ' . � M. a� '.�,�, 4v ' � /� !t ^ � '�T� t �O'�CSL•O T'4�'R'rMF-f-vr 1 (� . '1�Ltii 1/C:. SC„FT. W 3 FKoizsc-a � n;; u.��v���c f�c.W s S– 3�(. �t�].FT � w4 �-a_. � ; . — ... . \ , �p. 9�`� Y�� V91•1 � �V � ��9 V.o �� . � � �.�' }�i�7=�/- /.'- \ . �9C.D �130! � . , 1 . •F,91.�/ \ : . �J�:� . ' , � N� �i Peott�s�a Ho�sc� /�� � _� `�� .y��-u_e- �"f�m XSoit ge�raiqsTests � Scaie: I ��= SO � � �' �_ ''^�_ �Bench Mork .� � Note� This sysfem 's to be constructed fo meet - • �,� ihe N6nnesda Poilu!io� Con!rd Aqenc�r ? • 1 ` � � Chapter 7080 t S,ocal Ordinanc� � PgcPcsc o �� �/� . i' �S 14�1 Y 5 ��l%, ,� �� � i/ � , . � „/� V� lJ _ Check all.underground utilitie; , � ��� v ' . Y•��fw1L� �v I 1,� �� PFi�°ERTY OF: 001= SGC� LNAmt�e� � .�_.� < <=� ti 'L �f�LV�Ew� I .' ' , � �✓,�\ ii���.� Pla-'�G.E� � 02n►-10 Mtl. � � 1���ia. GO. _ IS � S—P TEST/NG/NC.�' , _ -� - ��:,,,.. '�.�,�i „.�-..— . Desit,"+ed 6r� —j----- Dote�.1n3/� PH.6.2-497-3566 ' . � . _ �w,�.. __---— _-�_ — - -- -- . . _ - __ _ _ -- - -- - - - ---- --- _ - . � _ _ . .. � -�- - -- --. - _ _ . _, . - __ . _ . . � _. .. : . _ . . �y, _ - . . -� �b°d''�°�6"""ti :' .. . . . ' . . -. _�...�' .... w. . ��... .. _ �l� .' . ' _ .._ . '. . : '�N� . . - �� . ' ' ... ..�S��L ��Y' - . .. _ . -. .. • . . '.. ._� :__ �- � .�' :'... . .� - _ . . . - ' . ' ' ' 3 10 f Oi Y�1WrtqGC1ld� �, W - . ._ . hey a strow covaed with : � - 4rP�D��. ' ' . � - -- eed rosin poper _�� ''�' ; . V. � . � � . �rotk fdler motaiol • roke sidewolls 8�bottom to � . � ' SET-BACKS remove' smeorinq . �8=36�� H011SE Systan must be� _ .. -- - -- � � � Tonk�'f.om pmperty Iines TRENCH X-SECTION _ �r, �{rOT WCIIS �� from bldqs. (min.of two lrenches) - �w TreatmerA oreo =�fram bkes,_�streoms (mmc. length IL��) ' TreotmeM ereo �s from properly Inies r�N��uo� n�x L" ��from wells � • • A . "`� ?Q�from bldgs. • r - 1Q from trees ote�Power wpply and switches must be in o wemher $�IL BORING ELEVATIONS , ; � �proof endostxe oul5ide•qmpirg Chomber �. � �mm. . . ,� ,q.i � � � i � ' � ' TH.wI EL.-S�� -n.�"L -q�.o �r�o __a•.�!� _-...'-� ' ' - �.i. - � �_-�--•�-:� TH�2E!. 9�t.9 �s°;k Tonk ��_; �_� : � ' Grode�%sbpe TH.3EL.-1'.9 Droo to Tank 9`' .. � „ � ,u�, , t+.'w ��•-'t- �=9�, �At least 412�of und'aturbed TH."4 EL-79.4 Min.I to 8 -�`��' ` `- " earth between irenches TH.`5 EL-�� M0�'�„�4� Chomber ELEVATION ot PROPOSED PUMPING 4'to 6��dio.pipe Y-'�P ���� �u�1-�-0� � OROP BOXES CHAMBER-�,� (�ound dev.) A'?P�FC rt.�CL�Q OF C;L�F-�S.�J I � �� SLAQ. � L � 4SS�L7___' I SYSTEM DESIGN . _ . -- _ T�,.S,S BEOROOM- Pbrcolotion r�te�mn.7nch Idesign�i a-3o mc�/inch) - .� . . � Treolment aeo req�iRd w/}� of mck fiHer moterio1�+10% ��sq.ft. of treneh bottom orec needed =_"trench width=_linft.of trench needed ,number of drop brnca Number of tanlcs required�� Ist tank�gal, 2nd ton�„-gol. minirtrrr�s - (to be delertnined by the irutolkr) ' : Ckon tock�eu.yds. (3/4'�to 2 I/2"dio.,intludes 2"above pipe) • ' PROPERIY OF:c�c,,.1 c o-r-r � thontber CopoCify= ?5% of dnily sewoge flow'of�S29a•Y�9o�tReserve.sloroqell�pol.+ Pipe,botk drorwge.3iagol=`��Qgnl Cap. ±n-r`S� sz x ��c� �v���,� o�us nc�a. Gn� vt�vr,v ,�z .e,.•n �Cno�l��e. Wrs.rt� Gi1 F:i f:wlnL�n W+v� ( Reserve atoroqe =�qal/bedroan=�:sioL. pipe bock drorage J�ga�./I006nft.� Pipe- knqlh of pipe needed oppi?�ft =.3,�gat.) .•• Ptlrt1P SRE ��3�F� W/ff1EfCU►y f1001 pIIfTIpCOf11�015 uSEa �.(�� 4�Gt» 9cPSS_ 17T 4��d�vr,.n ��ccuuQi.� I-I�T-�fa. GO. � S-P TEST�NG /N� � Note� When �r�g bed- , this oreo shout! be shoped Note� Distonce from treatrnent area to neighboring welLs— Desi d �o^,--_ �-�,_ .^�— - to d'nrerl run-off from erHerinq treatmeM orea. L•�Ta-�c� -r,.��s,J ir�o � Dote�/2?/S,2� PH. 612-497-3566 � � � , � �. . , � . ,.a��� �' .. ��� N �.``� t � ���� , � a� �� y ��� \� ;',� �� CITY OF ORONO � � � � , �,'4� -,, ;�;; � ilEI"TI� SYSTENI: A,.PI'ROVAL �✓ ,�\ � Y �' ;. �� ����� � �'� �I"fi'�T o� ORt)�T� ,, �,��,_ . �-.���`� � 1 �;.�i���-�y ai�ip:+,,o�rK� '� . � �' � . � � ,f j; Post�tt5ce Boa 66 l9 �, }'�� �,g,.�,� Cr}stal BaY,hiuuiesoa 5532.3-0066 kESI3� - LOCATION: 2320 Lorigview C�_rcle owriEzz: Jo���s G�NERAI. CONTRA.CTOR: SEPTIC CONTRACTOR: SI'TE EVAL.UATOR: S—P Testing REPORT DATE: April 12, 1990 'i'he City of Orono has Approved your on-site system design as of December 27, 1995 (approved-disapproved) (date) with d1e following comments: THIS 1S NOT' A PERl�1IT. Tl�is is a design a�preval for�m which cnust accompany ttie site Plan. A Fer�i.t must be issued to a licer�sed septic contractor prior to installalion. A list of currently licerised septic contractvts is enclosed. NO"1'ICE TO INSTALLLRS: Any chan�es ta the arprc���ed pla�as and specs must have prior approval of the Inspector (473-7357). Call for insgections 24 hours in advance. ALL DRAINE�IELD AREAS MUST BE FENCED UI�F grior to building site excavatian and fencing zm.�st remain in place until final sitc gradin�. Approval to pour footin�s wiil noc be graoted until the IrisFections Department has verified that prirnacy and alternate sites are adequately protecteci. NO VEI3ICULAIZ TP�AFFIC OI'ANY ICIND (cars, trucks, eartli movirig equipment, ete.) is allowed witliin 20' of tested drainfield sices either before or after system construction. Compac:ion of th�se areas could recider them unusable prohibi[ii�g the timely completion and or limiting the long term use of tfle property. A site copy will be available at ihe City Offices for ttie septie contract�r. CITY OF I NQ , - By . Stephen ' clunan, On-site Systems Manager � 'TGLEPI lOIY�-473•7357• FA�{-473-0510 ,� t i • SEPTIC SYSTEM IVFORMATION STREET ADDRESS �Z �o(C'� LA1�✓�Ptn� C�1'��P — LOT I BLOC�C SUBDIVISION a� MONTH AND YEAR TESTING DONE ITEMS ALREADY COMPLETED � � ' �°✓� ' � 2 r;Cal'l .. � NEED TO COMPLETE BEFORE ISSUING BUILDING P�RMIT: OBORINGS OPERC TESTS ' S'�STEM DESIGN l�t�'IG�7� l�' S�� ��� - � ° SITE PLAN __�_r_�j'Y.l�) O OTHER OCOMMENTS DATE THIS SHEET FILED � � q�_BY ��'� 2'-�:'f/�:tY� SUBDIVISION FILE NO. ` � _.... ��__._.._. . _. . � .:-:.�.... ... :�.��: :.,., ,. . - • __�._. .....: ..- . . _ . . s _, -.....,..�. .. _ •-- , .. . _ ... _._._._._.._..... _ ._. _ _.. .� _... __ _ :: -- .�_� .__, ___ / _ . ,__ '" ._ -- � ••. : _ . . -- __. . . 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I -I . ;�� ;�, �:�,�i'1�•� ? � � N ! _�p' •;� ' � ( � . ;�;:� � � _ _ �— x 9ig_.l"�.�;;. ' ii �� � � i ..._1•g•ZtE—... :,' �'O• y s• .1�� � `�t � :I.+��!' I i� � � � ` - � �9� y> v o )� i; :i )� l��� �� . ,. .: '��) ;', , � ;. � 9 9 9 9� � ? Ja�^ :1 ' ' " ,,� � � ��11�+� y iai l•;s � , � I, ��:. ,N 9so Sa � ysC 9say�o9�a c* 9�9�,� o i� `\ i �.�,�i�l��� ti . r� � • � ; � �io n n r r�i,l� • �;,. �. � ��+ 1 . . �N i = ��s � , ��„� � ]� ('� j � '' °� cr.� . . � t , � i`�'� !� b�t� 1 1- i �� i � ' p �;'7Q j� ��. i � cl .� ��'u� I.S���i , _ N '� i . �� � " �i1� , � ��f, � � 1 .' .. '� �., Id� � �!� .,;. � i'I l� p � " , :t°;IT A i' i� � ,i .1� „ S �°a r; I x� ,,r i � � � � , , : , �►�;� � ,�� � � 'y �"1' ���wi; , ; .. � ; � j������1�,4�;. .i � •' ��� �v!"r7�ww` . . � . i S,�;t F� � '�'at s�r. ��7` Yp' � :ti,�';1��,��' ,t �•.._ � '� *� !l� '{ iL���4�. �°Y, 1$4!'ijyJ r�.�.:;i �,��: hy'1� � �I�F� nt. /Y � �: t �"'� P r � ��f ( � �� �A 7.s�•�� � . �� i . ` � . �.'+ � J ��� 1 u..� ��'c'j 4 ��i �\'ll ?Vvi �C�'�, `�, fe 1<.�r'a, � �i � s . . :i'E �r���4 1'� �`' ;��� '�•� i�'�.tig e^ c .,�j,;1 ,rti r.. �:,�ti ' � ;..?. !�. .. �.� . �!.•�,�� �,;ti <' .��,�,►,r;t ..� ,.:,�.t.. �.�, �,.: ., ' . � ' � , . . .' � � S-P TESTING, �INC. � � � : 951 KATYDID LANE ST. MICHAEL, MN 66376 ' � 497-3586 Steven B. Schirmers , ; � ;�:� � April 12, 1990 ; �.'� �. Don Scott � �' ' ' Lot 5, Block 1, Longview west parCel , ,�'. � ��`''1 �"� • r,' ,'� F . ,� � Orono, Henn. Co. , MN �. �'� .. �� �> . � N r ���' , ��r .. ��Y , ,�� � ',� �Ir �� y���. � ...... +�,f !r .'Pti�1 ,��^ :'!•' . �r \ �:"� _. . .. . . This system is Designed for a Type 1, five bedroom home and in accordance with the Minn�sota Pollution Control Agency Chapter 7080 and local ordinances. � The soils on this site are typical of SCS svils mapped - HbC - Hayden loam. A seasonally high water table was located at 54" & 58" (mottled soil) for the proposed shallow trench system installed 18" deep with a minimum of 12" of cover over the rock. A seasonally high water table was located at 34" & 36" for future expansion which will need to be . a pressurized mound system. The bottom of each trench must be located . at least 3 ' above the seasonally high water table. . The soils at a depth of 18" have a percolation rate averaginq 13.8 min/inch and are adequate for treating septic effluent. All neighboring wells are located more than 100' away from the proposed treatment area. � Keep all heavy equipment off of the proposed treatment area b�fore and after con:.truction as much as possible. The treatment area should be marked off before construction. . :, • With proper installation anc� maintenanc�, this system should have no problem in treating septic effluent effectively. Reco���mend. to pump the septic tank every year if there is only 1 tank & every 2 years if there are 2 tanks. � �ir� � ' . • Steven B. Schirmers � bs Soil and Percolatlon Tetti ' SBS/ds Septic Syitem Deilsn � . .....�.�..�.u��i.� J►��u�li4 �Yll+UllWll� �1�1� wV�, �i��r . «.��rr�r+r+n.r.�nw��.�r�r . � � � t4b1'� ':S�N'�`� Cc``►"`>T :�Tt.�.�w il'7 , � �.• Estimated� 7 s�v gpd(Sce D-7 or 1-3,4,S)or � � .. ..". �me.dsured __=___gpd � on� �t� rtow���� r•� �r • SEPTIC TANiC VOLUME . "`"o�" TM� a "p'°�"cc'.�- B. � - ��o o � i -�s o o gailons(See C•3 or GS) R�� i ° � •�= .._._.�.______r w/ t,nf:-'r��a,��- ������n:�q� : �00 $! 1�0 �0 � �00 � �� 1 MII�iI SOILS(Slte evaluadon data) � C. Depth to roMcdng laye�• y .,� feet D. Ma�dmum depth oE ryatem C-3 ft■_i�"_feet i •i�o � � a E. rtf+[OLtIOt1 tst! �,�1VrnT u�•r t, ,�..--30..,,.,/,.: • I�00 • �f! � eM� F. SSF 1;�,�,�q R/�pd(See D-6,8-291 � TRIIYCH HOTI'OM AREA . H. For trencl�es v�r�th 6 inches of ro�cic below the pipe: C•3 � ' AxFl�x�■_„sqkofbottomarea ' � I. For tr�enches with 12 fruhes of totk below the pipe: a�rnc T�NK c�►r�cmpr n� on��o� A x F x 0.8•,�x�x 0.8=�!q ft of botbm aree��o��„<.I�e� �a „i� � �t�,r;,�„�o, J. For tr�enche�with 18 inches of rak below the pipe: �� u�w�er► �nro��� A�x F x 0.66:�_x��x 0.66•_�q ft oE bottom are� � a� ��� ���t "' K. For trerx�hes with Z4 inches of rocfc below the pipes ��� A x F x 0.6• x x 0.6=_sq ft of bottom ar+e� ���� '��� BED BOTTOM A1tEA •o�• ,•~ t��� � L. For serpage beds with 6 or l2 inches of rock below the pipe; . ''�°�� �•N ���� 1.S x A x F= 1.S x x • sq ft of bottom scea _. — , — ROCK VOLUME IN CU F'I' A1. Rak depth below distribution pipe pius OS foot times bottont ua; ' M =Rock depth+6 inches x Area(H�1,J,L,K) g.29 . . , (►.u,+OS fU x�=Lt�3_cv ft ' �� c,�.�.cmhn�a we aa+na� w� ROCK VOLUME IIV CU ypg '0" �s *"�►TMa* N. Volume in cv ft divided by 27 _.ne�rK. „� � M*27=cu yds�+27 a,�L cv yds '°'�`:°M ""i ,� •�«�„ ROCIC WIICHT '�"�•a"`" !w..� ,. nnt�nw a�• O. Cubic yards times 1.4 • tons e.� +e • � w. �a � �,,s � a� n � r*�c�rM �N ! e• . N x 1.4 = tons,�-x 1.4 a�tons .+e n �w�w�r. �a, � a» ���aw �.a a�e DiSTRIB1Ti'ION '"' '""`°� °'0 •�n w a..�a.r ea� �.� �Check one baxd on sivpe) 10"`"""'" '0'( a"' — � — ,.,..............r..�.�....,.. „_Bed (less than 690 slope) �w rw M w�w•nw�sr�w�w�w w Trenches :,. �,.�....,�.....�.�.......,...�....... ,�Drop boxes�any slope) � • . � . Distribution box tlevel to slightly sloping) � TRENCH LE�iGTH •I�I�I�I�I�I�I�I • I '�� tr+ePch width ��ft `•`•,•,•,,`•,•`• •`i,• ,•` }� �+� •I�I�I•I�I�I•I�I�I I�I I�I� ��COyK 1 . JC�� i � �•�������•�.�������1�Z �ti •t�������I�������p �I ?p Q� . ���K������• �� t�Z ♦ �� D�vide bottom area by trench width: (H,1,J,or K)+P =. ±�,.,y,� • �4`•}• t � ��� lineai feet ;:�::::. ..!r ��p� 11�.«.,�=s�lineal feet ::t::::: � : LAWN AREA ' =:=i:S::�.= .:i=i;�. �- ♦• ���� • ����• ��� •� � R. Select trench spacing��'������n�f��,�f f�t =hl�,i�il�+i�•i i�i I"'-�� `�11 .�.�. . . ♦ � L�.�.ti S. Multiply trrnch spadng by Uneal (eet R x Q. •. .• • + !�� �~��f� � i ♦� �.�.� � �•�.t �. . . S 3 3 . �•3.S �•�.�.�?� ?� Sq ft ot tawn atla ?.t��3:S=i:i:�:`:5�.3?;!i b2�In� ����� ` ♦���Z�������������t�������� 7�y�X 3�a'� ..ri.L r� ���r����'�'�'���'�N���I�I� Roet 8elow! � �Ii�iI�IiIiI�IiI�Iil�Iiri�� �����������������N���N��1� •I�IN�I�I}IN�I HI I� iH • ♦���������y�����t���t���`�1 LAYOUT(Use other side) •�•�•+•���•�•�•����r•••+•�• . . . . . . . . . . . . . ,,,�„ 1.Select an appropriate scale;one square= �eet. � 2.Show p�rtinent property boundaries,risht-of-wav,casemenb. ;�.Show locadon o(hous��,gara�e.drivewav,and all other � ,� improvements. cxistin�or proposed � � �1. Show location and lavaut of seware tre�tment systcm. g.Show Ic►cat�on n(watcr su}�pl�� ��cIL � , V�.��'1 `.-C.,�-�c� l,���� s �-rt= ,. , ,� , • ' • ' , , • ' ' a De�ine pnmp cap�clt� 1. Min�mum sugg�t�d b 600 gallons per hout t10 apm)bo�tay aM�d oE . , wabsr v�e rate. 2. Maacin�um�u�bed for ddivery b a drop box oE a hon�e ay�tem b Z.700 gallon�Pes'hovr t4S gpm)eo p:e�v�ent b+�ld-up oE p�+e M drop box. . . .� 3. U�e value from de�lgn oE p�dsune diatribudon sy�ta�+. . . SELEC'I'ED PV11�CAPAC,TI'Y�apm pp��� . ' B.Debaatieu hea�d aqa�aseu � � . Pblat dD��l� ]. 0evadan diHereroe��point of dixlrrge. ��p�� 2. if p~nnptn6 to a presure disMbudon sy�ee�n,add R�re feet tor pee�ure 7 K.o . � cequdred at a�aniEold , . . •� Rltb 3. Frktlon bes . -� 1.3 ineh ZO laah 3.0 6� � a. Enter kicdon loa�tabk with Epen md pipe dfamefer. , � �.r�.►iaoa.tw. Re�d hrlCdon loss in felt pet 100 feet frota p�ge F-18. 10 O.d9 0.20• F.L• �•�E�/l0o R oE pipe � •i4 1.a o.3s � : b. D��ertnine totai plpe l�tgth Erom pnmp aD disCttatg�e � � 16 1.63 0.4s . poinG Add 2S pescent to pipe le:�gth for fltdng , la Z.09 0.60 loss,or vse a Rtti�n loss chacL valent TO i47 O.T3 0.11 g � �� ?3 3J3 t.ii 0.16 kngth-1.2s dmes pipe length• � 30 s.z9 lss o.zt •,�_,x 1.25.•_a�,�feet 33 7.90 Z.06 0.30 c. Glcnlate total hiction losa by inuttlptying 40 11.07 l64 0.39 hrlcdon loos ir ft/100 R by equivalent ptpe length. s� 14.79 3 9�9 OJ8 Tota�l hiction lo�s• ,�x �,�-+100•��_feet 33 � 4.7i O.fi �� . 4. Totul hesd required i�the suas of devadon differenct, • � � 3.60 0.�'t . spedai hd►d requir�b,and totai hicdon loas. ' . ao.....__♦�+.�_ • (1) (?J (3c1 . ?O'TAL HEAD ��.feet . . C. Pump seiecdon D•7 1. A pump must be selecteci to deliver at Iwt L� gpm (Step A)with at Iwt �w� �� � ��� � � �,j,�,Eeet of total head(Step B). �.,�o, rrt a. �csioa+ec c a � Lz D. Total Pvm+pont Volaa�e ' : � ,,, �� � 1. To maximize pump lik select sump siu for 4 to 5 pump opaadons per day. , ; � ,�D�° �� .,,,., .�_8Pd�4'.��_S�on�per dox s ,�o ,ee ts. ��, 2. Calculate dtsinback � i i� � r�rs .�0a e�w i. Deter�ne total pipe length, n�feet. 2. Deterirdne liqufd wlum�of pipe._�gallon�per 100 Eeet. (see page R18) • - a ' 3. Muldply les�gth bYEeet xt�a� Drain�/10�f •�� �, �•eise: O�no�a �to0 tat 12� 1�$u11 �.3_8� . •Su�gaated dt�inback qvanHty i�10 percent vf pumped quanHty. A LrEar dralnbadc 1� '�•�•' pereQnagt wlll d�er�w pwnp naHan efAdanry slf6hdy but P�P�6��6Y �� uswily�e�elativ+ety smaU part oE the tonl househoid a�ergy aosts. 1.5 10.58 2 17.43 3. Total pump aut wlume equals dose volume+draiaback 2.� 24 87 < < aUons per dose+=gailons• ?,a� Total Gallons ' 3 38.4 4 66.1• � ' L-13 , � �ERT��ICATION � 00627 Logs of Soil Borinas � Location or Project Don Scott, Lot5,Blk. l,Longview West parcel , Orono Borinqs made by_ S-P Testinq, Inc. Steve Schirmers Date 4-6-90 Classifiction System: AASHU = USDA-SCS X j Unified = Other Auger used (check two) : Hand X , or Power , Fliqht , or Bucket X Depth, Boring number 1 Depth, Boring number 2 in in feet Surf�ce elevation 98• � feet Surface elevation g8'9 � � ` opso�. ar rown oam � ' 0 - 6" Topsoil dark brown loam 0 - 10" . 1 " Brown clay loam 1 ' ' 6" - 1 ' 10" Brown clay loam ' • Z :.- 2 - � 3 .- Brown loam 3 _ — 10" - 2' 1Q" Brown loam 4 - 4 - • 1 ' 10" - 4-1/2 ' -MOTTL NG 2' 10" - 4-1/2' -MOTTLI 5 - 5 - Rusty olive brown Rusty olive brown 6 - ,, loam 6 _ loam 7 - 7 - 8 � . 4-1/2 ' - 8 ' 8 _ 4-1/2' - 8' End of boring at 8 � feet. End of boring at 8� feet. Standing water table: Standinq water table: , present at feet of depth, present at feet of depth, hours af ter boring. hours after boring. Not present in hole X . Not present in hole X . Mottled soil : Mottled soil : Observed at 4-1�2 � feet of depth. Observed at 4-1�2� feet of depth. Not present in hole . Not present in hole . Comments: Comments: 1� • 1J .' , C.�RTI.FICATION # 00627 L�y� �.� �ull Borings . • Location or Project Don Scott,Lot5,B1k. 1,Longview West parcel , Orono Borinqs made by S-P Testinq, Inc. Steve Schirmers Date 4-6-90 Classifiction System: AASHU = USDA-SCS X j Unified s Other Auger used (check two) : Hand X , or Power , Flight , or Bucket X Depth, Boring number 3 Depth, Boring number 4 in in feet Surface elevation 99 •9 feet Surface elevation 99�4 � �• ` opso a o n � ' 0 - 6" Topsoil clark brown loam 0 - 10" 1 � Brown clay loam 1 _ � Brown clay loam 6" - 1' 10" . 2 - ' 2 - . 10" - 2� 4.n . 3 _ Brown loam 3 _ � . Brown loam 4 - 4 - ' 1' 10" - 4-1/2' -MOTTLI G 2' 4" - 4 ' 10"-MOTTLING 5 - 5 - Rusty olive brown Olive brown loam 6 - �. loam 6 - 7 - 7 - 4-1/2 ' - 8' 4 ' 10" - 8' 8 � � 8 � End of borinq at 8 ' feet. End of boring at 8� feet. Standing water table: Standing water table: , present at feet oE depth, present at feet of depth, hours after boring. hours after borinq. Not present in hole X . Not present in hole X . Mottled soil: Mottled soil: Observed at 4-1�2geet of depth. Observed at 4 ' 10" feet of depth. Not present in hole . Not present in hole • Comments: Comments: y r.J � CFRTIF�CATION N 00627 Loge af Sail Horings . Location or Project Don Scott,Lot5,Blk.l,Longview West parcel , Orono � Borings made by S-P Testinq, Inc. Steve Schirmers Date 4-6-90 Classifiction System: AASHU ; USDA-SCS X ; Unified t Other Auger used (check two) : Hand X , or Power , Flight � or Bucket X Depth, Boring number 5 Depth, Boring number 6 in in feet Surface elevation 98 •� feet Surface elevation 9�•� � � ` � ' opsoi ar rown oam Topsoil dark brown 0 - 6" loam 1 � 1 - Brown clay loam � ' 0 - 1' 4" . Brown clay loam . 2 :.- 2 - 6�� _ 2� 2�� 1' 4" - 2 ' 10"-MOTTLIN Brown loam • ' 3 T Rusty 2 � 1�„ _ 3 , 2„ �}aVel� �Y 3 - 2' 2" - 3'-MOTTLING Rusty olive gray loam 4 _ 3 , 2° - 4 � 2„ 4 _ Rusty olive brown loam Rusty olive brown � � 5 _ loam 5 _ 4 ' 2" - 6 ' 3 ' - 6' 6 - %. 6 - 7 - 7 - 8 � � 8 �- End of boring at 6 � feet. End of boring at 6� feet. Standing water table: Standinq water table: . present at feet of depth, present at feet of depth, hours after boring. hours after boring. Not present in hole X . Not present in hole X . Mottled soil : Mottled soil : Observed at 2� 1����eet of depth. Observed at 3 � feet of depth. � Not ,present in hole . Not present in hole • Comments: Comments: , CERT'. #00627 � . �.. .�_. . . PERCOLATION TEST DATA SHEET �-� Percolation test readings made by �—p ��P s r j „g, T n r�_ on 4—7—9� starting a� > > � S 4 p.m. W.parce 1 1°°"' Test liole location Lot 5,B 1 k. 1 ,Longview � E�ole number 1 ,Date hole was prepared 4—6—9 0 18 6 Depth of hole bottom inches,Diameter of hole inches Soil data from test hole: Depth,inches Soil texture 0 — 6" Topsoil dark brown loam 6" — 18" Brown clay loam Mcthod of scratching sidewal I K n i f e Depth of gravel in bottom of hole 2 inches 4-6-90 11 : OOam 12 ��� Date and hour of initial water fillin,� , Depth of initial water filling inches above hole bottom Automatic siphon � Method used to maintain at least !2 inches of water depth in liole for at least 4 hours 6 , Maximum water depth above hole bottom during test__ inches Time Percolation i Time interval, Measurement, Drop in water rate, Remarks ' minutes inches level,inches minutes per inch 11 : 40 refill 6 i 11 : 54 12 : 24 " 1-9/16 19 . 2 30 min I 12 : 35 1: 05 " 1-1/2 20. 0 " " � 1 : 14 1 : 4 4 " " ° �� �� I I � I i ' Percolation rate = 19 •� minutes per inch. CERT.�00627 ' � ' _,... .._._ . PERCOLATION TEST DATA SHEET S—P Testinq, Inc. 4-7-90 a:m Percolation test readings madc by o� starting ar 11:5 5 m, Lot5,Blk.l,Lon view W. el 2 ����� 4-6-90 ' Test hole locatio� g p�oF number .Date hole was prcpare� Depth of hole bottom 1 S inches,Diameter of holP 6 inches Soil data from test hole: � Depth,inches Soil texture 0 — 10" T9Asoi1 dark brown loam 10" — 18" Brown clay loam Method of scratching sidewall Kn i f e , 1 2 Depth of gravel in bottom of hole inches ,._. Date and hour of ioitial water filling 4—6—9 0 1]� 0 R a�n 12 , ept o initial water filling inches above hole bottom Melhod used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC s iphon ,Maximum water depth above hole bottom during tes► 6 �nches Time Percolation Time interval, Measu�ement, Drop in water rate, Remarks ' � minutes inches level,inches minutes per inch 11: 40 prefill 6 11 : 55 12: 25 " 3-1/4 9. 2 30 min 12 : 34 1: 04 " 3 �w 10.0 " " 1: 15 1: 45 " 2-7/8 10.4 " " Percolation rate = 9 '9 R+inutes per inch. � CERT:�00627 � • � ..�ri�.�...� . PERCOLATION TEST DATA SHEET � a.m. Percolation test readings made by s—P Testiny, ine. o� 4-7-90 staning a� 11:56 �� �ew.� Test hole locatio� ��,ot 5,B 1 k.1,Longview W•p�'o�fe�mber 3 ,Date hole was prepare� 4-6-9 0 Depth of hole bottom 18 inches,Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 6" Topsoil darlc brown l��am 6" — 18" Brown clay loam � Method of scratching sidewall Kn i f e ' Depth of gravel in bottom of hole 2 inches .,�. Date and hour of initial water filling 4—6—9 0 11���$��nitial water filling 12 inches above hole bottom Method used to maintain at least 12 inches of water depth in hole for at least 4 hours Automatie siphon ,Maximum water depth above hole bottom during tes� 6 �rkhes Time Percolation Time anterval� Measurement, Drop in water rate, Remarks � ' minutes inches level�inches minutes per inch 11: 40 prefill 6 11:56 12 : 26 " 3-1/2 8.6 30 min 12: 33 1: 03 " 3-1/�� 9. 2 " " 1: 16 1: 46 " 3-1/16 9.8 " " Percolation rate = 9 •2 �*+inutes per inch. � � CERT'.#U0627 . , „_.._.. . PERCOLATION TEST DATA SNEET . . � ��—P Testing, Inc. 4-7-90 11: 57 � Percolation test readings made by o� �tarting a� p.m. Lot5,B1k. 1,Longview W. parcel 4 "°"' 4-6-90 Test hole locatio� ,Hole number �Date hole was prepare� � ,• Depth of hole bottoR+ 18 inches,Diameter of hole 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 10" Topsoil dark brown loam 10" — 18" Brown clay lo�m , � Method of scratching sidewall Kn i f e � Depth of gravel in bottom of hole 2 inches ,�,�. � , 4-6-90 11:OOam 12 � Date and hour of initial water fillin� .Depth of initial water filling inches above hole bottom I iMethod used to maintain at least 12 inches of water depth in hole for at least 4 hours ALtomati c s i phon . ,Maximum water depth above hole bottom during tes� 6 inches Time Percolation Time interval, Measuroment, Drop in water rate� Remarks � ' minutes inches level,inches minutes per inch 11: 40 prefill 6 11: 57 12: 27 " 2-1/4 13.3 30 min 12 : 32 1:02 " 2-1�•8 14.1 " " 1: 17 1: 47 " " " " " I I I I � P�rcolation rate = 13 .8 minutes per inch. i - �. � . � CER'�.#00627 , , • �w.... � PERCOLATION TEST DATA SHEET I ' � Percolation test readings made by S—P Te s t ing, I nc. o� 4—7—9 0 ����i�g 8� 11:5 8 ,'p;m, �sor.► ( Test hole Iocatio�Lo t 5 ,B 1 k. 1,Longv iew W. p�����r 5 �Date hole was pteparc� 4—6—9 0 � 18 6 , Depth of hole bottom inches�Diameter of hole inches Soil data from test hole: Depth.inches Soil texture , 0 - 16" Topsoil dark brown loam ' 16" - 18" Brown clay loa:n I I � i I g Knife ' � Mothod of scratchin sidewall �' Depth of gravel in bottom of hole 2 inches _ , . ' Date and hour of init�l water filling 4—6—9 0 1������tial water filling 12 inches above hole bottom ( Method used to maintain at least 12 inches of water depth in hole for at least 4 hours AutomatiC s iphon � .Maximum water depth above hvle bottom during tes� 6 �nches I ITime Percolation , Time interval, Measurement, Drop in water rate� Remarks minutes inches level�inches minutes per inch 11: 40 prefill 6 11 :58 12: 28 " 3-1/8 9. 6 30 min 12: 31 1: 01 " 2-15/16 10. 2 " " 1 : 18 1: 48 " 2-3/4 10.9 " " I I I � � I Percolation rate = 1�•2 �*+inutes per inch. � . � CERT.�00627 , .,...-.._.. , PERCOLATION TEST DATA SHEET Percolation test readings madc by-- S—P Testing. Inc. oR 4-7-90 starting a� 11: 59 ��� �m�.� m. Test hole location Lot 5 ,B 1 k.1,Longview,W.p�'o�e�tmber 6 ,Date hole was prcpare� 4-6-9 0 Depth of hole bottom 18 inches,Diameter of holP 6 inches Soil data from test hole: Depth,inches Soil texture 0 — 6" Topsr�il dark brown loam 6" — 18" Brown clay loam � Method o[scratching sidewall Kn i f e � Depth of gravel in bottom of hole 2 inches �„�,. 4-5-90 11 : OOam 12 � Date and hour of initial water filling .Depth of initial water fillin,g. inches above hole bottom Method used to maintain at least !2 inches of water depth in hole for at least 4 hours AutomatiC s iphon .Maximum water depth above hole bottom during tes� 6 �nches � Time Percolation Time interval� Measurement, Drop in water rate� Remarks ' minutes inches level�inches minutes per j inch I i 11:40 refill 6 I 11: 59 12 : 29 " 1-5/8 18.5 30 min i i 12: 30 1: 00 " 1-112 20.0 " " I1 : 19 1: 49 " 1-7/16 20.9 " " I i � � � i � I � Percolation rate = 19 • 8 �*+inutes per inch. i I _ - . . - - - ' � _ . � � ` , -_ - - � - _ - - '��dl..L�f9��::- ���, l . . . w W?�.,s`; . . • � ._ __ � t' . .. ..Ftl� - � L�lats�F�_J d�r-�» -� ..p����r�.�„�_ . w _,. _ . . � +�— _ rxA"� � . � ,.�._,�. ,"s'a-�t�#�!`�" F`�#, ,,�„ A��'` ,� �s a�t,l��R�('1'� 3 = � ; � � �� a��i�v�.� v4atr� ccs�3t�T�c��1� a �r:;�- � �� � NOT AP -- cOr,F;�C -i�i, �g , . _ - �M3 , , �'� PFiUVE� T & F;��lru�� o � � i ,� �' camtpents are fer your�nfc�zn���_ �,�� a,� e �` . wts _ � , core�pitance w�ith ati s�pil�s$�o pae�l�@d►� & z �� �7 v3 � aw 4 • , ' '� :�ertls inCtUdtn� Itams nat �'t+10� . � - � - - . . . . _ . � . . _ . . . . � .q�.� ► T� � • . �' ' , KE�� Ti-fi� F't�,��! �"� �,�i� "_°�� � . . _ � ` -� ' � �� qq I � �'�5.� � O• ` ' '�i i " ��v � � • � I �,5��� � r���..��=o,� - ���� � o -��.��G A,.�.. HE-P��)`( �.v�2r�tF�T 1�R�t�- � "�I ..,,� ' , o�� oF TNc- �ce�< � • - - - . . . . , � .y �" � � � . -Cgc�+�,-�w+,c�-r F�-E As ce.s�n�L _, � 4�.3 i �ac�`�.S ' ; . ��►�( .`'3` � ,�T�e co��cg..�,c�-+ . v�� � � � � , - � � � �e � � S�' (�� .� � M. /• O � l � ' � r .*r` '{'�G=;CS L� '1'P-�r�T ME�-aT i � � .yrb �'y 1"1.'7 t '1�4!'4 1/C o� SG.FK. W J 3' . � ��1'Z`�yC'D � p-� W�vL 'C�'��LHz� - 3 7� L14.1.�-T / W 4 �--�. ; � '10 � � ... \ � ' 0'�5�.,` � ��� . � � . �, � �. ��99.I : � �. 1 , ' �� /�` ,��11..D �'7' . . s � ! \ �_ +�7.� /:'_'„ , , �9i.'.� C� /� � � � . � "��—'�.��.� � . . ' MI r " � b� �� � � � \ ��,,,u �_ '� � 6 P�::cdation Tests Scole�.J = S�` V,� (o P'eo`�s�a uc�.x�� / � ' � o---� `�.' . �Cim X:3oil Borings J . M' ' � ' �` ^ � �� � — ' '^�_ J� ( �Benct; Mork ' ` � • 1'l� ' .J Note� This system is io be constructed to meet . ; ' � � ihe htinnesota Pollu!ion Con•rd A�en h � ,�� ! Chapter 7080 & .Local Ordinanc � FgeFcSc o ^ ' _ �� ' "��`��'S �f�.`- �Y� �I � , . l . ' �,� ?' � �!� �� j' � Check all underground utilitie: J � �`� � m — � �'�1' , ' Trv � I �� � t-iL^ !Ec•.d� Py�,Qr,;F,a / 11� � �--- - '==*-�4�t-��.-� / 1 PftC�c"RTY OF� :•o�..-, 5 c.c't -- Lia R m�e� '-- � � r �� � �� � 'S— � ^��u V�G�-�-'i - r /�} �i, ^ ` �� � W�'�1� P1�-��� D�-v�`,^ �"�L ._ (/ � � �.-� \�r'£1-1,y-S.. !G. � � S-P TEST/NG/NC. J � -- ' _ � '_ , � ��" Desiqned BY� ��r., "� , ,� �•,.• � . . . Do•e��f�3/�;-, PH.62-497-3565 ' � -� - � � Y11,-+�SLr • . "'-�_.��..-_'.�_ '�- '_ " �-.. ." ' • -. .� ._.�.._ .� ' - � - � ������ �� ��� _ � � -_ • . . - - - -.._ - •. ._-- - -- ___ :_ _.---- _..._ . - - - - . rboCk tiil�4r0. _.- - -- . -- _ - -.,>-:- : - . - , - . - . _ � _- - — - . ._ _. . -- _. . _ . . _ - -. . _ . ... _ . ,'—� . . . - - -- . ._�--. _ . ' �T� . :- _ _ -:..: . : _. _. -.- __ : • - . - - - . � - 3•t 4••toyer of uncompoct . -: = � • ��6T1 _ , ... . ._ . . .. . . ..' .� ''" ' �.� . . . ' ��1� ' ' . ._ . ' . . . _ _ _ � . . �� � �O _ - �.- - _ -- = .. -•- - " �y or straw wvered with •{) ��. . -.: •_ �-- red rosin poper .� . .� � . . _. . � . . � � . �rock fdter moteriol • � roke sidewolls 8� bottom to � . � . � SET- BACKS . remove smeoring � �---�'=�s'�--1 HousE � sy�t�, �,� �� - -- -- - - - � - � � . Tonk �' from property Iines TRENCH X- SECTION - K"r � from wells �� from bldgs. (min, of 1wo trencheS) � - �.0 Treatmertt orea =�from bkes,_.�streoms (mmc. ►ength fU0 ) - TreatmeM nreo �ti from properiy lines MNv�o�,, ny�,x L" '�;'from wells . � • a . ►�c.� ao �from bldgs. ' ~ — 1�'from trees cte�Power�pplY and swrtches rrwst be'"°"�e°t� � S�JIL BORING ELEVATIONS � � pr�oof endosure outside �purnping chomber • t _ ' i � _ - �+ �= �min. � . ��. i � � � � , , TH'� EL.-9�•7 �ry'�c� —��.o - .� � � i i � � � . ��4i. :, - r// v DATE TIME ,CITY OF ORONO CALLED IN � �-��'���=' �''� �n INSPECTION NOTICE SCHEDULED � "��- '��G� � PERMIT N0. ; Cl= COMPLETED �� r ADDRESS `�">�:-.- ' z�! c� � � OWNER `����..�1 r' ONTR. j!�=��.t'.; ��L, ��� �'/�� , , ,-,;�—,;-� ,% TELEPHONE'NO. ' � / %'!°_� � DESCRIPTION � 01 FOOTINO 11 MECHANICALRI 18D(CAV/GW4DINd/FIWNG � 02 FRAMINQ 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS Q 031NSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q = 05 FINAL 14 SEWER HOOK-UO 06 PROGRESS ~ 07 DEMO—SITE �EPT1C MAINT 21 COMPIAINT J � 07 DEMO—FINAL 15 SEPTfC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FlNAL 35 HARD COVER REMOVAL v 70 PLUMBINQ FINAL 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR T MEET YOU:_YES NO �1 / � COMMENTS: T � _�A � ,� ��S �� /, � � a � � J O a � O � W � Q � 2 W � W � j d WORK SATISFACTORY:PROCEED W � PROJECT COMPLETE W ❑ CORRECT WORK 8 PROCEED � ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r_ pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR '�CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next,inspection 24 hours in advance.473-7357 OwnerlContrac �� ' Inspector. � �'=�-� � ���� White Copyllnspeetor's File Canary CopylSite Notice . i� ' �DATE `IME .CITY OF ORONO CALLEO IN =y���c��� � INSPECTION NOTICE SCHEDULED PERMIT NO. �'< �% = coMP�ErE� h �1 ADDRESS ?y � �in OWNER CONTR. � ' :� TELEPHONE NO. � DESCRIPTION J�/�� � O7 FOOTIN� 11 MECHANICAL RI 18 EXCAV/GHADIN(3/FIWNQ � 02 FRAMINO 13 MECHANICAL FlNAL 19 LAI�SHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAI � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q Z OS FINAL 14 SEWER HOOK-UO 06 PROGRESS E' W DEMO—SITE 27 SEPTIC M T. 21 COMPLAINT J W 07 DEMO—FINAL ,�58 C INST 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL �+ 10 PLUMBINO FINAL 36 FOUNDATION REMOVAL Z OWNER/CONTRACTOR TO MEET YOU:_YES NO � COMMENTS: ! — � W � a � � O � �. � O � W � Q � 2 W � W � �WORK� SATISFACTORY:PROCEED -' PROJECT COMPLETE W W �CORRECT WORK&PFOCEED G ISSUE CERTIFICATE OF OCCUPANCY O ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFOFECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUEO �INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the ne t inspection 24 hours in advance.473-7357 OwnedContractor � � Inspector. Whita Copyllnspector's File Canary CopylSite Notice DATE TIME . CITY OF ORONO CALLED IN INSPECTION NOTICE scHE�u�eo ' �' PERMIT N0. : 4/� COMPLETED ADDRESS � � " OWNER ` CONTR. ' . TELEPHONE NO. � DESCRIPTION � � 07 FOOTIN(3 11 MECHANICALRI 18IXCAV/GRADING/FIWNO � 02 FRAMING 13 MECHANICAL FINAL 19 LAI�SHORE/WETLANDS Q 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q Z OS FINAL 14 SEWER HOOK-UO O6 PROGRESS ~ 07 DEMQ--SITE 27 SEPTIC MAINT. 21 COMPLAINT J W 07 DEMO—FINAL 15 SE ALL. 22 FOLLOW-UP = 09 PLUMBING RI PTiC Fl 35 HARD COVER REMOVAL � 10 PLUMBINO FINAL 36 FOUNDATION REMOVAL � OWNER/CONTRACTOR TO ET YOU:_YES NO � COMMENTS: "` � � W � � � C J ' O �. � O � ti � Q � ? W � W � j d C WORKSATISFACTORY:PROCEED �: PROJECTCOMPLETE W � ❑CORRECT WORK&PROCEED C ISSUE CERTIFlCATE OF OCCUPANCY W O ❑CORRECT WOAK,CALL FOR REINSPECTION TEMPORARY 0 BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. r pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CAl L INSPECTOR -� GTATION ISSUED ❑INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7$�J7 OwnedContractor s'te: � Inspector. �--� �" White Copyllnspector's File Canary Capy/Site Notice