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Home My WebLink About1998-011045 - septic � PERMIT �ICITY OF ORONO PERMIT TYPE: - - � 2750 Kelley Parkway- P.O. Box 66 `��'�:`�;� '� y'3F;� ��``i Crystal Bay, Minnesota 55323 Permit Number: :; ��;�;�.� (612)473-7357 Date Issued: ___ �,r_;;� SITE ADDRESS: {;'�,•_�� _ , _�_:�_�'_� i�;=�� i�`4! (ti� �';.� . _ . . . . . _� ��' �`�---�'- -�£- -— _'; �'.i..•J •_.l. it1:` DESCRIPTION: ��`f I�= � __�''•.�t�:=1` _. ',tl c3'=1' f'`�t'r[';1�. �'{}—.r? 1`.�F'3,� _i��='j�t_: _;'y`�:�� F'WF�� . W%i,�.F-'{ tFft�3i'�:, j � �:}.'s �C�.'�i��i f'��.� REMARKS:� � FEE SUMMARY: -�'_i?'�-��ti=''°�'' ______ - _..-,.. -�_ _ - � CONTRACTOR: -- ��i i�_.�t-�t. - OWNER: ��L i_,.__S iy e�il�7 :_. k_j !" i j.._ I I �Y ��'1 y'=��.� L�F_''i,a_i{_I.i ��ii..., , i I:_ �' E'_..��P":!V:_.. ' ��r�i t � .�. i =!i y—. . ��, ��t.�{'i�r.�� ...�� !�1�f '� _ _ _ {`1 y�`s� i .i _ �f-''i�'�r:��"(-� �?i°v `�L'=�i i:Is,':_itv1=1 r�.,. �� _ y. _ i.,� I ::i�,�. z �.7:�—�:�;��_ .. ._._ _ _ �i-�;- �_°!�'.t'3t-.-::.: ;i_ ,�i_ �� `J i f ;» ��`� '1 M _ :f_ . . . . .. .__ »_ i"�` � _ . ... r __. . _ __ _,_, _,.. i,,._� , .tl.., i 7 . ;i-,ti� � ; P l.�_3_.,_ 1 -� 3�`1- .(f :.:-, . � S:°.i I �Mi :ri�;:�.;- !�-r .t__r;�_ : r t ;t_. : .__ �. .�_. . -,----.r"'-T;�r.� � � _ _ ,,. . _ . . -.r ��i�':.s_•S 1- _._.... �. .._ .,t-+�,43. .L_._.�_ ',�� }ij_f +-��_L» ':!=;`;�'�, �.'s'•� _:i `.��_. � f^$_';�i"_..�?��"'+��_.__ �, _ , '"� r,'-�(.�L_ t.? _', . �.i�' � i. ,,,,. . t,„t, ; ., i_ i"" _ . ..' _. .� f:^i#{= f�F' �';g�d ...=�..#�, . �a_��f 1_�3_r,i; #_ _k_._.. ?�,r,{; }l l'`.i.":[ _....�� ` � � APPLICANT%PERMITEE SIGNATURE ISSUED BY:SIGNATURE 1 /'J � ` � `._._ � C" � CITY OF ORONO SEPTICSYSTEI�IPERil-IITAPPLICA'IT0�1 Box 66 (2750 Kelley Pazkway) � Crystal Bay, I1�I�Y 55323 = ,,�,,,0 �'4�'� /_. JOB SITE ADDRESS: ci''�� ' Occupancti• Type: Residential _� Commercial 4ther � Permit T�•pe: Nesv or Repiacement Sy�stem, �I50.00 X ' Repair Existing System, � (Tanks or Drainfield) 0.50 State surcharge added to above fees � *See fee schedule for non-residential permit fees O�mer's i�'ame: ,�, . ' ' �,C�' , �Pi�one\rumber: lYlailing Address: � , 2 �, City: � r � �P� r Piione I\Tu�mber. ��--�- .7 - Contractor's I`Tame: _ �.:J�� : I�iailina Address: � > � . � City: � � ��=-� `�l �� ' DO \TOT 1�IA.II� PAYI�'IENT ��I'TH THIS APPLICATIO\T GE\'ERA-L 1�STRUCTIONS 1. Applicacions for sep[ic system permics may be mailed or submitted in person at the City Offices; however, permics will not be mailed out. The permit must be picked up in person at the Ciry Offices and work mus[ no[begin unless the permit card is on the job site. J 2. pennits will be issued only to con[ractors holdin� a City of Orono Septic System Installers License. 3. All work must be done in accordance �vith the approved septic system desi?n. Desi�n reports are not considered approved unless accompanied by the "Ciry of Orono Sep[ic System Approval" cover sheet si�ned by the City Inspector. 4, The follow�in� inspeccions will be required for all septic systems: _ . A, pre-installation site inspection to include inspector, installer, and general contractor. B. Tank installation prior to coverin�. C. Drainfield trench ir�stallation prior to coverin�. For mounds, insgection is required afcer rouah-up but prior to sand placement (sand will be jar tested for silt content), and a�ain durin� pressure distribution pipin� installation in the rock bed. D. Fi.nal inspection to verify proper final cover depths and to verify that alI pump station (where required) components are funetional and comply with codes. 5, Individual holdin�MPCA Installer Certificate shall be present durin� inspections: A 2`�" hour notice is required for all inspections. I NOTE: Applicant musc initial all spaces. Fill in al1 appropriate blanks, check all appropriate boxes. . �/ 1. I have received a co of 'Q • ' py the system desi,n uicludin� the Ciry of Orono Septic System Approval Cover Sheet. � .2. I �vill be installin; the followin�: A. Tanks: _ precast Concrete Other Manufacturer �'-c.�,,C..l.� Tank Capacities: 1) DU gaI. 2) �al. 3) �al. � a , B• Pump Station (if required) ,�� Pump make & mvdel �'�<�� (attach pump curve & literature); system desi�n requires ,� , opm at /� feet of head. , Hi�h �vater alarm make & model _ ��,,� Outside � etectrical work to be completed by installer electrician '� other . Inside electrical work must be completed by electrician. C. Treatment System: � Trenches: s.f. �/ Mound Depth of rock below pipe " Rock bed dimensions �U'x�C ' Drop Boxes Sand bed dimensions y��'x �� ° Distribution Box Pressure Dist. Pipe Diam. �" Man.iford Pipe Diam. �'� " D. Final Cover/Topsoil to be: �borrowed from site �ow location on site pla�) � trucked in The undersi?ned hereby applies to the Ciry of Orono for issuance of a septic system installation permit, agrees to do all work in strict accordance wich the ordinances of the City and the reguIations of the State of Min.nesota, and cenifies that all s[atements made on this application are complete, true and co e . Si�natureofApplican[: — �� L .,C�� --_ Date:_J,�.— � , MPCA Certification No.:_ � ZC� - � Staff Review: Approv -� Denial . /� Reti-ietiver: , _.� ;' � Date: �� '�� ' Reason for Denial: -- �: ` � • , � O� CITY OF ORONO SEPTIC SYSTEM APPROVAL o¢� o _ ��4�� . CITY of OROIiTU � � ;,��::3,�, ►�r � L�,��: �, Mwdcipal Oft'Kes ,J� �ti•^��r Post Office Box 66 �� 4,'i��C�~ Cry�Bay,�o�S�z3-oos� . `�kESK��' � LOCATION: 485 Stubbs Bay Rd. N. OWNER: Stephanie Jochims GENERAL CONTRACTOR: SEPTIC CONTRACTOR: ' SITE EVALUATOR: xustv Olson's Perc. Test�ORT DATE: November 12, 1998 The City of Orono has Approved your on-site system design as of November 13, 1998 (approved-disapproved) (date) with die following conunents: 'rhe existing residence has a non-compliant septic system which must be replaced in conjunction with the home remodel. Only one drainfield site is available, but the home addition will not impact future drainfield sites. The available drainfield site is granted a staff variance for its location 10 feet from a p�roper�ty�line. THIS IS NOT A PERMIT. This is a design approval form which must accompany the site plan. A permit must be issued to a licensed septic contractor prior to installation. A list of currently licensed septic contractors is enclosed. NOTICE TO INSTALLERS: Any changes to the approved plans and specs must have prior.approval of the Inspector (473-7357). Call for inspections 24 hours in advance. ALL DRAINFIELD AREAS MUST BE FENCED OFF prior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings will not be granted until the Inspections Department has verified that primary and alternate sites are adequately protected. NO VEHICULAR TRAFFIC OF ANY KIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. Compaction of these areas could render them unusable prohibiting the timely completion and or limiting the long term use of the property. A site copy will be available at the City Offices for the septic contractor. CITY OF N � _ . � _ By Stephen ckman, On-site Syste Manager � TELEPHOIYE—473-7357•FAX-473-0510 12 '7,f .a1�G98 ,23: 30 61249882�34 �USTV OLSOh•J PE�C P�GE ��2 � � #�u�i� Ol��s__�� s�d .P�erco�tio�: T'�a�t�� a��b a. e��►�-.�c� ��#s��► 1148�. �wer�vfew�d.1�F�, Hs��ov�r,117[N '�53��.� (fi2)��'17�► I�avamb�r 12,�9�.4 Robert�c St�p��,�e�rim� 4a3 8t+�q�r�s��t�d Oronos.i��er�m+f"o,. Thie Cfa-Si+te �w�e �'r+e�tme�t 5yyte� i� T,k��# t0ar s T�rpe 1, Poat �itoom. �nme �a-�o�x�rce �it� tbe Minne�o��otl�tien��►atrar�1�cy Ctia�Ler T#1�A�nd 1'a�c�l W'dirMacces. The aoils oa tbis stte �re SC� �ei�s ma��iedl-.1:.Y�� ,estar�.oa�nt. �"It��BP�kA�' 9�t�iryME�C��ip�.'p�f!!''C �QCAL� it ��~��b��l.��Jp�'. �It�t/t�B'�@s0�.l�'11�� #'p��llP� OAtlIMw�'p*�/�1�Vp�>�ll�"CO �HJ'��fOf�.�El� ' to trdt��t lN1�I�tlt.,T�FR�KA�11 OP�!�1�1111l11Rf�!'E�'�Mlkl��E�i�#�Ilt�t�� l�ve il�Ie�4Iq��1t1�It+N�soi1�. Te�t 6ul+e t�'l siow s�te�uttiing#k'�oa�ll��t�1"�to�pw 4t�',b�t it ti�t�it�. Tbe so��t�de�►t�ar!"1'2"�av��t�ewcMatian r�tr.a►v��g 9 MPI'. E:isitn�tanira rq��e�uppq.�tp��l•[m� .�`VAl'�4C!��/!��411�E�![��i��8��O�r'}�IIE, Dae tn�1�ited ar�ae��w�bt�t��i�anty'�e�r�r�d�c��a�ite avn�t�r��i�it.. A pumpi�+� �h�a��r � �ecd �e b+e ir�t� ta Itft t6e e4��er�t efl tM� t�►�t�qtee� �rew. '��;po�r �upprk� qnd r�vitches ,�wt �e locne�d oatetrfe rbe ��e,Rmr pam� chamber i� a r�v+�tNer pwo�►�'•e�N�x^�. A �w#��ning devke�rt be iw�t�ilod w�t��t a�ad sauad`dev#r.�r,�ir la r.a�+ata�adm��a41x..tiea , The enr�a�3fM�f��3�wr�y l�PipC murt��re�p�dt�liraage to t6e.p�u.s��chsffi�r. '�e�d�+utia►»�i�fes�hall have th�#r �ds �pp�. He eara t�ia �k �ted �r�d 1'�:.�ri�h �rrie drsnr. T�r. �: 4i�sw Ib�bw thr eotire ow�undai a�rew nru,t be,�o�r,jw►!�!c up tlwe t�ad,4�E s�ru n�at t�o�r�er�rk. Ii+x�ail h�ti'�' s4+��,t�,ao�t�if of r4��pr�q��'tr�awt�t�rau► Itator�ru�,�Iter ca��. T�e�xti�d�t s�ra� rhou�be�na�ka�M�"ti�d[era�� `�tf�D�i�r i�xdt�►�ipf i�#�►��tl�'��a�c!��,e��w��'l�urc to prrotdet the.sw�eais��r�!�r i�-8ik��1'a�'�'�dt�dtClMt��OCCera. , Nothing dtbew tb�►�n-�i�r wa#er,�;�►uatiry,�hervtwa�,��)��wrx�e d�tq�pt�rt�I�arald�a.�r�ra�p�of io�a tl�e saptie t��ks. t�a�r.�i�s1� �r+e no� �:p�n�. 1�d+d�ti+►et ��t�dt #.+e nsed, t�y u�r°ra�ase �ewmtkil dsma�r ta your x��ayste�. Yt i�r�+nai�nd� t�t yop p�,��,ilk Cr��r 1i�r � tit�:�rccry t�a.y�lra for'two t��it�, Slncere�y, ,: J'oaep�d:� ' ;r J .7'f.. :�� ' �, . ...-,.,...��, ._.'_.'-". ._..._..... .......... . . .. ��'+. r.... � `,,.�'� ....., '^' ~ . �f ` , � .., . , � Rusty Olson's--Soil and Percolation Testing Jose�h J.Olson--MPCA License#810 11481 Riverview Rd. NE,Hanover, MN 55341 (612)498-8779 November 12, 1998 Robert&Stephanie Jochims 485 Stubbs Bay Road Orono,Henn.Co. This On-Site Sewage Treatment System is Designed for a Type 1, four bedroom home in accordance with the Minnesota Pollution Control Agency Chapter 7080 and local ordinances. The soils on this site are SCS soils mapped - LRB-Lester Loam. The seasonally saturated soils were tocated at 16"-20"(mottled soil). Due to the seasonaily saturated soils, a pressurized mound system will need to be installed to treat septic efFluent. The bottom of the treatment area must be located at least 3' above tbe saturated soils. Test 6ole#1 slow some mottling frnm 0"-10"due to piow layer,but it disappears. The soits at a depth of 12"have a percolat'ron rate averaging 9 MPL Eaisitng tanks may be ased upon approval of local iaspector. A variance will be needed to be closer than 20' to property line. A pumping chamber will need to be installed to lift the etlluent to the treatment area. The power supply and switches must be located outaide the manhole and pumping chamber in a weather proof enciosure. A warning device must be installed with light and sound device,this is in case of a pump failure. The manifold and supply line pipe must have back drainage to the pumping c6amber. The distribution pipes shall have their ends capped. Be sure the rock and sand fitl materials are clean. The sod layer below the entire mounded area mast be turned over,just break up the sod,be sare not to over work. Keep all heavy equipment off ot the proposed treatment arexs before and after construction. The treatment area should be marked off before construction. This Design is not valid& the System will need to be relocated if failure to prntect the areas proposed for On-Site Sewage Treatment occurs. Nothing other than gray water,(laundry,showers,etc.)6uman waste& toilet tissue should be disposed of into the septic tanks. Garbage disposals are not recommended. Additives must not be used, they may cause harmful damage to your septic system. It is recommended that you pump the tank every year for 1 tank every two years for two tanks. Sincerely, Joseph J.Olson / j��r�� i - a� , o' - � � � � � z � K � � � � � � � I � j �� _M- �� x �I � _LJ � _�" N r � 1 R� �+ yx A � J�i� V � y U H N x � v � U, O +r -1 f�\ m N � � N r� 6' �-/a� �' 3 I v�. �C r - '; � � � �Q ' b��'� �\ , � '.l R x / ir� 9J I / J �� y$ 9., \ / �. (, Z R �' � \. / � � `�+ ��/Y o c \ C V1� , �t. O � i � �� g-�' _`�./ y 7.>�'.�� II .��` y, w ~ i SJ�,\ � k �� '� i ` v � o s � Y� ; � �, %y ,' - �o„ + � F '}, .�� N� &+ N O K � 3a m c ` o� 'F �-� J :�`�"�� ` � t'3�� , (� �, � �.':.Ji.'_.t 34i_y�. � . P�i� e.� ��Jt'r�,��)'.� "� — -- — � — ..�i';"- -- ,r�p�t�p �i�i�. . � ��. , , � ;'L`.sa�,A,l I i ED ;;,::t`��}`:'��.;�3 CC�RECTlONS AS NQTEi1 g c - �'��+��;��,Pr�O�lED---CORR�C�&RESL�BMI7 � p � _ �.c�r�roen,�are for your iniormation, AIi woiic shali;,e ;�,r.a � � � �„e�T:�liar.ce with a!1 app(icabie bui�ding ena zon�rg �cae. �� e^'s i;�t>��dir��'�ms not specifica!ly.neted in this�:��ew fl � ., -,c- r.� �-�p" A�� '� ,�.' � p I� � � �0 __.� ,' ":, f�;_i�."! :�,_.T C) :V, . '� �•= O � � A � A � �� y p � X � � � • �.o�. _ � � � N � � � ry ^ � x� � � � � � ~ � � � = -� a �° ci-, G o �' '" " ° r y d� p, o � s , � � A � � � D � " °� �� 8 � ° �� --, � � o _ � � � � a m p, a' � � = O � '` .r cz a „ s � a rt �� o O H � sx � �• a 3 m � � � a. � = R a � y � �a ii �� ii " -:."'- - KA i oti..� � 10XSD �"a�o io�.f. w �� i t� � � ,�� ,o• a, � �,b s�o�E �a � '�-�` . , ToP ViC'W _Lftoss SEtrie.v v�Fw H�uSE i * � a.: FM�. . . •o+�w�ur�. 'o y,� � W,�_r�o�s �e,�.a � syar�c,�.ae � ��5,3 )03.� � `1'�3i ' H-7� � �D�� ',�? M ��,., SOIL BORING ELEVATIONS io�.3 � p�� .[or+tY h�E .I�wK Sd�l� '� t TM.�� E�..- �y`� C�d �. SuMf AK Mvsr at tw�o !o TM,�j�EL,�l�a.g Tr�� tau pwr�rL ew ocwti rH.A�3 EL.- �a�.� . � ��` rH.,u E� -_ � �' n{.A�S EL-�= . nt.ss�..-_. �ET-BACKS sYstem must be: Tani�'from proPeRY lines . �s�•trom w�ells =�1f�TEM DESICN•MOLIND ,1�.'irom btd�s. TYPE—1�_�.�w�Penco�tfo�t� 9 �h��,63 s�.R.truttrnen!area per gal.o�d�l�sawa�e Aaw� TneaUne�t anea —'trom lak,es�='��ms G_Oalldsr x.ti sq.RJ�aI.-S°°s4.R.ot tn�ent area (/10 tLwldtA■=n-�0�of bed ar+ea+ Treatment a�+ea a� 'trom proP�nY 11nes sld�sfop�run�..to 1 x 3_�s hel�h��R.x�a.R t�twn ar+ea neade� -. � . �s •from vretis " CNan�odt n e e d e d—�s q.R.tr+ssttnant uea x�,os•depth of rock�sas tu.RJ 27■��<"to 2 1/Z"d�a-.I n c l u d e s Z"o f ro c k a b o w p tpe) ae •t ro m b i d fl s. : Coarst washed ckin su�d tip below rock neededao�c�,yds.approx. .sandY ta�m bacic t(p�cu.yds.app�ox«topso(I 6"�cu.yd.Arrcraqe sand deP� a:�. �' trom tnes Number o(tinks t+equk+ed� . 1st tank io_oo flal�2nd tank�o�flal.mtntmums pi�spumptnD chamber Aao�� 3 c��,��, p�tnplt�chambet capactty—2b%oi dalty tewaQe tiow ot oo flal.� is�flal.� �+ast�v'�doafls ot 160 paVBR•��o gal,� pipe back dratnafle— �(LQa!l100[In.R ot a 'dia.svpPty P�Pe��.R.ne�ded .� 9 flal�rtun(tdd��00 IIn.R of�"db. pfPe. itn.R. needed,�,��i�, . toW upacfty neaded 7�i �al. (plus anea for pumP)usa mt�. ,o0 o yal.up. Date: �� lib l�a-. Ph. 612�9a�280 � PROPERTY OF: i�ogt�-r� srE�a�N�� To�N�,�z Rusty Olson's Sotl and Percolatlon Testlng Diftttbudon P�P� �.��d�-•'"_' ��,L"dla.pe(fOrst�Of1! �b apiR pump stu L hp.(pumptbl� upaclty ;,��a�,� �y��= y�'� ��-�:`. ea Y �oa� � _, �, `� � - Qesiflned by i7� T �sto 3a ��, /�"T i. N_ L. G��C>ti>� I-1En�n� _'o, • � ' ' ' � � MOUND DESIGN WORKSHEET ' (For Flows up t�1200 gpd) A. FLOW , - . . �a se�t��cAn�va�r a Estimated (�ov gpd " rr� �,y�, ,y�a �m '�` or measured x 1.5= gpd. 2 �oo m iao � B. SEPTIC TANK LIQUID VOLUMES a 64300o n is� � a v o o gallons . 6 9�00o As ra m 7 1060 600 3'TO T�� ; 8 � 1I00 673 d08 m C. SOILS(refer to site evaluation) � ' °°''�°` 1. Depth to restricting layer= �8 inches � s� � 2. Depth of percolatian fiests= �.a. �� d ,��. �.�. .��:`°� wn�. c�a �w�ww w�rr�. 3. Texture ��,�-� Percolation rate 9 mpi =�` � �� '�° 4. Land slope �� %, �s:�y � � •'� �g� � D. ROCK LAYER D ; � 1. Multiply flow rate by 0.83 to obtain required area of rock layer:A x 0.83= bov gpd x 0.83 sq. ft./gpd=�sq.ft. 2 Select width of rpck la�er(maz 10'if<120 mpi nnax 5')= i � ft 3. Length of rock layer=ar�+width= �• � �, so v sq. f�+ �_ft._ -� ft. _ Width'�ft �� . <120mpi<10' �n� s� ft E. ROQC VOLUME >120n�i<5' 1. Multiply rock area by rock depth to g�et cubic feeett of.rock; �� sq.ft. x �,or � _ ft. _ �'cu.ft. 2. Divide cu.ft.by 27 cu.fk/cu.yd.to g�et cubic yards; .�s �,ft, +27= i�.� cu.yd. 3. Multiply cubic yards by l.4 to get weight of rock in trn�s; ��Y cu.yd.x 1.4 to�/cu.yd= �.��bons. F. ABSORPT'ION WIDTH _ �r�p�vr�s�� 1. Percolation rate in bop 12 inches of�soil is ' 9 mpi �wroa�.�.�. c��.. w��r,,�. T@X�llle �"�'�'"� 11f�1m__psYeY aoil7bm�s ptdyroor �� A �qars foot � Fnnr1M�QI Gors�Srd I.m I.00 � . '� � `Q11po3 � 0.60 2.00 2. Select allOWable soil loa rafie from`table; � .., j . 6 w Is s�dy Lo�. a79 �.32 �� or�/� .m . 3 1�a�S S i l t[.a s 0 3 0 2 r 0 � . . � •"""`b �, �6 a 60 Clpr Lae a43 267 60a 120 Clpr O.1A 5.00 3. Calculate adso tic�width ratio b ':di ' rocic]a �•�►�r�.�=o a� o.�0 6.ao loading rate of 1.20 gpd/ft2 by allowable soil loading rate; � � �1.20 gpd/ft�+`�c�gpd/ftz= . a 4. Multiply adsorpti�width iatio by rock layer.width bo g�et required adsorption width; �_x_�'�_..�_�t G. DOWNSLOPE BERM WIDTH , �'' �� 1. If landslope is iqo or more, � ......x::.^>..,�,.,., �:.. subtract rock layer width from adsorption width � ��:� ;fr�; .... .�u z-�. �1� .;:��:..��:.. to obtain minimum downslope berm toe : a:�s.ae ;,,; ,,;,.,. ;::{.:`�;;..k�,:;�,��;:� .;,., �.�.;,.�:,_;:�,.,: 6-T�«► �ft-�ft= io�.feet s�_ 2. Calculate Minimum mound Size � a. Determine depth of clean sand fill at �""�' °o""�°p`'"�''' upslope edge of rock layer: � ��► ��,��, Separation 3' - l�' ft= �•s' feet b. Add depth of clean sand for separation(2a) , at upslope edge,depth of rocic layer(1 foot)to depth of cover (1 foot) to find the mound height at the upslope edge of rock layer; I,S� ft+'lft+ lft= 3,s� feet �a c. Enter table with landslope and upslope berm ;�;:�.:�:5 u�w�a�; ratio.Select berm multiplier of 3. ia � + '::; .�; ,;-1�- ,... .�. d. Multiply berm multiplia by upslope mound " 7 ""�'' � o " �:`�`"�`� � �5;.. ''^ 'q �f:..: �!� height to find upslope berai width: ' `�.,�::,?.,�h�, •�;_=�. ;��,�'{.�� .�� 3.�� I I �T 4 7 4".� tit��r'�.d.9Ny�'M��h N. w� �r••�e. ! t �. �} .s. X 3��a �� t +;i^��r'�1 i � i. 7J'i�1.s7 �„a 3 ( C,.,Fj��` {t � �� M .*�eb r f R�,}Y�"y.,far'�4.�v�'� � �l l� �� ....+.. .0 , : �' . � • iR.a�j�n a:1Y� ��* r'�t y�'+��7�+rt S'',� � ,r e. Multiply rock layer wndth by �.F .-:.:�.:µ�:r ,^ ';��,5��n�x �_� r+, r y, u 2�' P(1�S�'k��. f�,f:':".:r.,.^Z.I t"f+'"'....� ..~ t landslope to determine drop in elevation; � �:;�; ,r{�� r �__ ��wa � � - �v x � %+100=��feet :�:...:�y� ,.s �:��.�.a;��..�.,:,��.-�::..;;:,,,a,.,.. .� :.� �r .,�x kn.: , i,�.rdt0`x��". ' rvi'.�i`x�. � � �' ��..�`•`.f`...:.:v:��'�tiS;i�i msa�,�q��.�$ r7!i 7';4 ......' : .._.: �. f. Add depth of clean sand for slope � � difference(2e)at downslope edge,bo �� '��the mound height at the up8lope edge of rock layer(2b)to find the downslope heigh� 3.� ft+ .� ft=��eet g. Enter table with landslope and downslope berm ratio.Select berm multiplier of S,a� � h. Multiply berm multiplier by downslope mound height to get downslope berm width: y./ x .s''a� _�feet a�tst.�s�.r�.�rs i. Compare the values of step G.1 � 0 . and Step G.2h l � e.�+.��w� e....��.� Select the greater of th�e two values as the -- r._ e..,ir�.a�u.. e.��.�« .a,,. s i.>, downslope beran width; a � `-��t� Y:� j. Total mound width�s the sum of .� • . . . . . . . . . . , � �,0.,.. .3A 4A 3A 6.0 7.0 3A 4.0 S.0 6.0 7.0 8.0 LlPSlOPe beI�1�Ci.�� . .',t x 3.09 4.17`: 3.26 ' 6.35 7.33 t9t . 3.E3 4.'76 3.66 6.54 7.41 width plus rock layer�nndth(D.2) =z �.,9 4.s s s.s 6 s.a z: s,u t a� s.�o 4 s a s.� a.i a �.9 0 P1US C10WI1S10�beTal W1C��L�Ca.21�, ' ` 3 3.30 4.54. S.Ei 7.32 8.86 2.75 3.57 4.35 S.OB 5.79 6.43 �_ft+�_ft+ �� ft= ya,_� :,4 3.41 4.76 6.ZS 9.i9 9J2 2.63 3.43 4.17 4.84 5.46 6.06 r x �;�� k. Total mound length is the sum c�# �, ` � s � 's.ao � a.s� ian �.a� s.� a.00 <.62 s.�9 s.�� berm width(G.2d)plus ro�k layer''��,;`��:3� `�s � s.� �.i4 9aa i3.o� �.s4 s.z; 3.as a.a� 4.93 s.ai plus upslope berm widt�i(G.Zd); r, � � 3.so s.s6 �•� io.� is.ra � 3.i2 aao a.z� aao s.is �P Sr�w �_��.�_��.��{= �-�V�'r; ' " 'i` 3.93 S.q EJ3 1I.34 l39! 2.42 3.03 3.37 4.05 4.49 4.88 �,,,r� �.I SD 1 a4, ' ''.• ' 9 4.11 6.=3 9.09 13.04 1E.92 2.36 2.44 3.45 3.90 4.30 4.65 ��:e:��4 < ;: �. � �10 �.I9 6.67 1Q00 13A0 2333 2.31 Zd6 3.33 3.73 4.12 4.44 Final Dimensions: � r �, ; 11 4.41 7.14 Il.11 1�.63 3Q�43 2Z6 2Ji 3.Z3 3.6! 3.95 4.26 . �" " ' 12 4.69 7.69 12J0 21A3 �3.�3 2.21 2.70 3.12 3.49 3.80 4.OE �a '1 a a( �a `i r. . �j,�r` � PRESSURE DISTRIBUTION SY3TEM �� 1. Select number of perforabed laterals � 3 .,;..„ -:•'• .�c•� �•L,r, � . ."..,�,��•: , -l.':. .,:,-�:�':`:cr, ,�•'�.. ,��- w:�,,xc;'.;,;-,'�::r�,- :_.�.,,n��.' �\ fi�.^.:t':u -.O,!, �ya:i%.r�_.. . ��i/,,..r-I` . ind� • •3. ';';:', .� ,,: . . .j: �;�..� • ;. .�; p.�;r.�:`c;;�.:...;: 2. � 3 ��"°.v'�' v:a��d't`�.}.'';5��an•�,�%, :t��•. '� . �,.:�•.^a.`i;•';•��;. Select perforation spacing feet. �`,:�.4i r�:��;;:;`�' ;�'..,;:� ` ;.. :, ,. �, .,,_;...` �.: ,.. :�' ;;:�::.,�., :�'~ ,��:..,::�:: :.::;�.. .,i.� :t ,•p•'� n;K••y��'•��;':M. :.� r,., . .• �o...�• %.� ' .. . �{... •.�t:�; ^�.f:�'...�� ".�)•. i. � '.j�;'�''�': . .i', .'..• ;r. 3. Since perforations should not be placed closer than 1 ft.to P�s��/32"-1/4" the edge of the rock layer(see diagran�c),subtract 2 ft.from perf sp,�ng is�-s� the rock layer length. ��-2 ft. = yr feet. � 4. Determine the number of spaces between perforations. "�"a�• � Divide the length above by perforation spacing and round � ,°�'` �,--•- k..� down to nearest whole number. 1.Oa 0.56 0.74 Length perf.spacing=�_f t.+ 3 ;it. _��spaces 2.Ob 0.80 1.04 5. Number of rations Cis> ' fio2o�e lus the nwnber of b�� P� � . ,. _P perforation space.s. �6 ��+ i = r : �� sp �_per�ont�on�IliN+a�al �.t eo�<iox a��.a� �� ,--,. 6. Multiply perforations per lateral bynumber of laterals to � 1% 1� 2 get total number of perforations. 2,5 14 1$ 2$ � X '� ��a�. 3.0 13 17 26 ''°�'`` �`""�''_ . 3.3 12 16 25 7. Determine required'flow rate by:�ct '�LY-�!S ;h 4.0 11 15 23 � �,x� �r �,. _ � number of percoratio�is�l�y Sot�r per ` , t�Oiii 5.0 �10 14 22 �.7�.. x 4�ri w . ' k �— X .�S - Mrwao�o a oo a wa�w�o�nw�rtaM svsm� P� ��P� , - .� � . r � . . . i ;.;g':> a.��';�-`"� tC�"i-'� � � . . . �i � . '. ,��., .. , .. �. . . 6�„,'. �,y ;ysN�: ,v� �� . 8. ��t�2"d13�I�2 COIIII�C�ti0�'l8�' � ' ,��►!l On tl�! example,to select muvanum�� TM e�er �'� � . � y,,: .� �My�„. ,�,� �,,a .. I�.�i"'� table witk rai�oat � ✓ � aX.:` �, ��,�.,.� �� /A� per lateral. Selert mininnuvn �>Y � ��''' perforatied lateral—�r % '�cche�.�3 '�� * � � � � t Y±4��k' �;�:* �;:r : , ��M��MMO�i�/1�R� � . � �� M�rWt.R �Y ,�• �,,,a„r'�'' � 9. If perforated lafieral systenn�s attach�d to maiufold.�ipe near � y the cenfier,lower diagraa�, �� '�.N �" K `' and �,�•�•.• �'r , �, �., " number of per�orati�ns- � ' �:;: , o�e � . ��y� a •'� M,-�F �W �af�'r'�{W'V' T.G � ��R��-NY� half of that iri st�ep 8, Us�4g, , . �ctiun .... �„ diameta for perforated Ia �� ,, ,�`�"�; "P .r' ... . ,,s�'' a� ,. - � ,_ A. Detamine P�P�P�� , Gnvitq Distribntion 1. Minimum suggesbed is 20 gpm 2. IVlaxianum Sugg�eSbEd iS 45 gpal Pafozalim D4d�arge�ia GPM Pressure Dish'butio:l het i�ha� . 3.a. Select nupnber of perfOrabed Lberals 7 32 1 � b. Select perfOratioat apac�8 s �• 1.Oa 0.56' 0.74 c. Subtract 2 f�hom the rocic Lyer kngth i5 0.� 0.90 � , - 2.� 0.80 1.04 ��-2h= _ d Determiae tlu numi�er of spues belween perforations. a U,e 1A foot.�ngle hon►�. �S� P�SP�B s �� ''�s�-� b Use t0 trat for anytliing dse. e. spaoes+1= pa�o�ulla�aal ` f. Multiply perforations per laberal by nuanber o£labrrals tc get total number of perfcirati,ons.� x .�= perFontions. 8• yes x�r a 8P� • . SELECTED PUMP CA�ACTTY ��gpm B.Detcrmine head requi�mbs 1. Elevation diH�ce between pump aind po�t� discharge. � . .g � .>. � 2. If pumping to a pressure distributiaat ayabem,�ive£eet for pregsur� �'°�� required at munifold if Sn�'iiY�rysbem►zao. S ket �v�� 3. Friction loss ; a Enter frictiozt loss table widt SPm�P�d�r• H.�.m�uu�« Read fri�ction loss in feet pa 100 feet f�+o�table(R14). �' F.L._ �.`� ft./100 ft of pipe _ ...... . b. Deternnire total Pipe kn6lh f�+oon Ptm�bo diecharge ------------------------------------ Point Esti�ate bY addit►S ZS Pa'oentb�Pipe let�8th f�fitt�n8 • loss,or use a fitting loss chart(F-15_fieet). Equivalent pipe length-i.?5 tia�ea pipe:ler►gth= � x 1.25=��:.feet - Friction L�s in Plasti�Pi e c. Calculabe total�rictio�t loss by;nult�plyicig Nominal fsicbioat loss in h/100 ft by cquivaletwt k�+,�th. _ , . pl�� Total friction loss• ..,�_x � •` � ��+•1�s;�_f� 4. Total head required is the auan of d�vat�oot�di#6erat�oe, �� 1S" 2" 3" «� �,. �,�;�-�. special head�ts.`and bo�at�#i�� ; � + �+ `� 20 �.� o.� o.ii ?S 3.73 1.11 0.16 (1) (2� � (3� 30 S.Z3 1.55 0.23 . . 35 6.96 2� 0.30 TOTAL HEAD �,/��,,,feet 4Q 8.91 �y4� 0.39 45 11.07 3.28 0.48 _ ... 50 13.46 3.99 0.58 C, Pump selection � s 60 o:s2 65 6.48 0.95 70 7.44 1.09 �c tni'y�`yr,7 r �+'-,i;W . . . . . .. � 1. A pump muat be selecbed�tq��at l�st �{�gpm (S A)with`it kast `"�� `�^ ,.� ... ,,. tep _1.,;,.,,.'�., , +�f�otal�eaid(Stiep B). LOGS OF SOIL BORING License#810 Location or Project: 485 Stubbs Bay Road,Orono Borings made by: Rusty Olson's Soil and Perc. Testing Date:l l/12/98 Classification System: AASHO ; USDS-SCS X_; Unified ; Other Auger used(check two): Hand X`, or Power , Flight , or Bucket X Depth Boring Number 1 Depth Boring Number 2_ in Surface Elevation 101.9 in Surface Elevation 102.S Feet Feet 0- 0-10"Dark Brown Loam Eroded 0- 0-18"Dark Brown Loam Some Mottles 10YR3/2 1- 10YR3/2 ---------------------------------------�-- ------------------------------------------- 1- 10"-16"Dark Brown Loam 18"-24"Rusty Dark Gray Loam IOYR3/3 10YR3/2 R- SYRS/6 ----------------------------------------- 2- ------------------------------------------- 16"-36"Rusty Dark Gray Clay 24"-40"Rusty Brown Clay Loam 2- Loam IOYR3/1 R SYRS/6 3- 10YR5/4 R-SYR5/6 G-10YR6/1 3- ----------------------------------------- ------------------------------------------- 36"-48"Rusty Gray Brown Clay 40"�8"Rusty Brown Loam 2.5 Loam 2.5 Y6/3 R-SYRS/6 10YR5/3 R-SYRS/6 G-10YR6/1 G-10YR6/1 4- ------------------------------------------- 4- ---------------------------------------- End of boring at_4_feet. End of boring at_4_feet. Standing water table: Standing wa.ter table: present at_2.5 feet of depth, present at feet of depth, _24_hours after boring. 24_hours after boring. Not present in hole Not present in hole X_. Mottled Soil: Mottled Soil: Observed at 1.4 feet of depth. Observed at 1.5 feet of depth. Not present in hole Not present in�hole. Comments: Comments: LOGs oF soa,BORnvG ' Lic�nse#810 Location or Project: 485 Stubbs Bay Road, Orono Borings made by: Rusty Olson's Soil and Perc. Testing Date:l l/12/98 Classification System: AASHO ; USDS-SCS X_; Unified ; Other Auger used(check two): Hand X , or Power , Flight ,or Bucket X Depth Boring Number 3 Depth Boring Number in Surface Elevation 102.1 in Surface Elevation Feet Feet 0- 0-20"Dark Brown Loa.m 1- 10YR3/2 � 20"-26"Rusty Dark Gray Clay 2- Loam 10YR3/2 R-SYRS/6 26"-40"Rusty Brown Clay Loam 3- 10YR5/3 R SYRS/6 G-10YR6/1 ---------------------------------------- 40"-48"Rusty Gray Brown Loam 2.5 Y6/3 R-SYRS/6 G-10YR6/1 4- ---------------------------------------- End of boring at_4_feet. End of boring at feet. Standing water table: Standing water table: present at feet of depth, present at feet of depth, 24_hours after boring. 24_hows after boring. Not present in hole Not present in hole Mottled Soil: Mottled Soil: Observed at 1.7 feet of depth. Observed at feet of depth. Not present in hole Not present in hole Comments: Comments: PERCOLATION TEST DATA SHEET Lic.#810 Percolation test readings made by: Rustv Olson's Perc. on 11/12/98 starting at l0:lb a.m. Test hole location: 485 S Stubbs Rd.,Orono Hole number 1, Depth of hole bottom 12 inches,Diameter of hole 6 inches. Soil data from test hole: Deuth, inches Sal Texture (some mottles eroded) 0"-10" Dark Brown Loam Eroded 10YR3/2 10"-12" Dark Brown Loam IOYR3l3 Method of scratching sidewall: Knife Depth of gravel in bottom of hole 2 inches Date and hour of initial water filling 10:30 a.m.. 11/11/98 , depth of initial 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 siphon ,Maximum water depth above hole bottom during test 6 inches. Time Time De th Dro in H20 Perc. Rate 10:16 PREFII,L 10:26 10:56 6 2.18 13.7 1 i:01 11:31 6 2.06 14.5 11:36 12:06 6 2.06 14.S Percolation rate" 14.2 minutes per inch PERCOLATION TEST DATA SHEET Lic.#$10 Percolation test readings made by: Rustv Olson's Perc. on 11/12/98 sta.rting at 10:16 a.m. Test hole location: 485 S Stubbs Rd..Urono Hole number 2, Depth of hole bottom 12 inches,Diameter of hole 6 inches. Soil data from test hole: Depth, inches Soii Texture 0"-12" - Dark Brown Loam 10YR3/2 Method of scratching sidewall: Knife Depth of gravel in bottom of hole 2 inches Date and hour of initial water filling 10:30 a.m., 11/11/98 ,depth of initial water filling 12 inches above hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hows Automatic siphon ,Maximum water depth above hole bottom during test 6 inches. Time Time De th Dro in H24 Perc. Rate 10:16 PREFILL 10:27 10:57 6 4.37 6.8 11:00 11:30 6 4.25 7.0 11:37 12:07 6 4.1$ 7.2 Percolation rate " 7.0 minutes per inch PERCOLATION TEST DATA SHEET Lic.#810 Percolation test readings made by: Rustv Olson's Perc. on 11/12/98 starting at 10:16 a.m. Test hole location: 485 S Stubbs Rd.,Orono Hole number 3, Depth of hole bottom 12 inches,Diameter of hole 6 inches. Soil data from test hole: . Denth. inches Soil Texture 0"-12" - Dark Brown Loam 10YR3/2 Method of scratching sidewall: Knife Depth of gravel in bottom of hole 2 inches Date and hour of initial water filling 10:30 a.m.. 11/11/98 , depth of initial 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 siphon ,Maximum water depth above hole bottom during test 6 inches. Time Time De th Dro in H20 Perc. Rate 10:16 PREFILL 10:28 10:58 6 5.25 5.7 10:59 11:29 6 5.06 5.9 11:38 12:08 6 4.87 6.1 Percolation rate " 5.9 minutes per inch . .. . • . E-6 �� Part 2: Mound Systems A sewage treatment mound is a seepage bed elevated by clean sand Mounds must be fill to provide an adequate separation distance between the rock layer CarefV/ly in the mound and the barrier layer such as saturated soil conditions C011StrUCt@d or bedrock. The mound must be carefully constructed to provide adequate sewage treatment. Mound failures have usually been traced to improper construction practices. PERFORATED �,�,.,,.:.1 LATERALS �.�,�. . :.�� = --�• ..... _ . SANDY LOAM SOIL ;' �':�• �` •'""`^''M;-:;�:�:.i' , ./ ��. .;� �`•'t/ � i'•��r'•/ ,yy� LAYER OF GEOTEXTILE ..,.�� .� ' � t�' f •i` FABRIC OR 4 INCHES OF ' ��r'��,�� " �.� �� HAY COVERED BY � . BUI�DING PAPER %�` ,.' ,.� / X' � '' I '/ " OR 2" ,.,�.f`� � ''�� /' �'� � z� • i � j PIPE FROM PUMP� .';�.:'.•' � ��.��i.j"�� , � jy' Y �'� /� AY j/�, I � // �� 'i /� ` ■ 3� ~-�I� ..?f' /, �� .�' �� R`y >� �� CL�AN F�OCK ' � . /�i•'� ,�'� � ji' � OIVERSION FOR 6" TOPSOIL� � % • "�" � ��, /,,✓� *��, SURFACE WATER .r ,,. �' �, r -.Q„��`s�:;:;i��. j'� i� 1`�!' //'.✓, j7/,.r ,, '° �, ,.:� 3 d� ,,, . . , t ;. ��`�- -�``� '�� -�.�9"/� {: "'Qx, i :.�.� • '� % , �`t ' ..J L.?�•.. .•. . r .. �,�,�f:.w��f• ..`C� ��Opc �� ...i:: • .•:j�:'`,�::.'• y�,.K,�{.".��. �:. S EqN ` . �'. ,.-.` •-�.�:'�;�:��::�,.r.,.. QNp •� 3 „ � r•�r.t:•.*•:�M1:. F�� SOp � �6 ri..;,-�;,•�:�.: 9RpkFNAY U� . � . ,:<;.:t��;��; P �' �`��'�;-:=...,��`�*-.. BqRRQFR • UR`� ;.;_,.:' . - AYFR Figure E-6 F-8 REDWOOD,CEDAR OR . WATER TIGHT 8c LOCKABLE ELECTRIC BOX TR�`��ST(4 x 4 min) PLUGS OR ELECTRIC CONNECTIONS`�� '�'i'ELECTRIC CONNECTIONS MADE 6"SPACE 1NSIDE BOX 2"PVC CONDUTf SCHEDULE 80 � LOOP OF POWER CORD FOR CLEANING ACCESS COVER S�CILEMENT CHAINED dt LOCKED NAL GRADE AT LEAST 1 SEALED CLEANING �� W�� WIRE FROM POWER SUPPLY ACCESS RWGS pIP'E IS LAID ON A UN�ORM SLOPE FROM PUMP STATION UP TO SO1L TREATN�NT AREA -�FOR PROPER DRAINBACK SEALED TANK COVER IF pIPE AT TANK MUST BE LOWER THAN PLASTIC ROPE OR CHAIN UNION TO GEf ELEVATION FOR DRAINBACK, WITH ANCHOR A 1/4 INCH WFEP HOLE MUST BE USED ALARM FlAAT ON SEPARATE WEEP.HOLE ELF.CT'RICAL CIItCUTf NOTFS:ELECT[tICAL WIRE FROM POWER SUPPLY S�$T i"� � MUST NO't'RUN OVER ANY TANKS BUT � •. MUST BE LAm BESIDE OTI�iL'R TANKS AND MUST BE PLACm IN CONDUIT SHUT-0FF LE EV L ALONG FOST PUMP CONTROL FLOAT ELECCRICAL CORDS FROM PUMP AND �� FLOATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUND CONTACT. Fi¢ure F-8 PENC� . MARKS �� '•''` r � fi � •� 1N�ET pU'R,ET �, � � �',p�IT�ET LEVEI �� . _._�SCUM CLEM SPAiCE�� CLEAN OUT TA1�c wHEN� M "' —-- ''�— �"T 7�C�S '�Git lEss OR . - —=� � � '8"IS 12'OR LESS :� � a;�'11�• : ... • . . . . •�• , , , � ;;:� � � 1►, •i :i•..•+•' •;, SLVOGE ' :s. •��,t OISTINGUISNES SLIACrE :r;��.::�`!••,ti,� . .. .. }: LAY�R FROM l.lOUID •.:• . . . w '. • . . MEASURE SCUM AND SLUOGE ACCUMULATIONS 1 N THE SEPTIC TANK ' DATE TIME CITY OF ORONO CALLED IN INSPECTIONNOTICE SCHEDULED � S�� PERMIT NO. 4l I 0 ys COMPLETED ADDRESS ��S �7-��S Q/� �ron.p OWNER ��G�+vK-S CONTR. sy�<< J/�-3� TELEPHONE NO. Y 7 3- '{3 ou � DESCRIPTION lL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL �EPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUM8ING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMM NTS: a '�P /2 ( � 'C-- "' C � J 1/L u�'1 0 �. � • 0 � W � Q � z W � W � � d � ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W ❑ ORRECT WORK&PROCEED � ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑ CORRECTUNSAFECONDITIONWITHIN HOURS. C pHOTOTAKEN INSPECTOR WILL RETURN L CITATION ISSUED ❑STOP ORDEfl POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CAL�TO ARRANGE ACCESS. Cail for the next i 4 hours in advance.473-73�J7 OwnerlContra on sit : Inspector White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN � � INSPECTION NOTICE SCHEDULED ��'� � PERMIT NO. � I U� COMPLETED ADDRESS �gS S��S Q OWNER CO TR. -�` �l ��hS TELEPHONENO. `��-3� �3vU � DESCRIPTION lL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVA� Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q 05 FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT Q 07 DEMO-FINAL � 1�TIC INS� T� A—L�� 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � COM ENT : �'� '--� �✓ �c�r j� � Gt� O � I � 0 � � / Q � Z W � W � � d W ❑WORK SATISFACTORY:PROCEED C PROJECT COMPLETE � �CORRECT WORK R PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. C PHOTOTAKEN INSPECTOR WILL RETt1RN � CITATION ISSUED ❑STOP ORDER POSTED.CALL INSPECTOR ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next' spection 24 hours in advance.473-73�J7 OwnerlCont or o te: inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN �D '• � INSPECTION NOTICE SCHEDULED 8" [U�CO PERMIT NO. I IOt-tS COMPLETED ADDRESS �"'f�S Sfv bI�S� gc,�-� (Zc� - �`�� OWNER CONTR. ��`�V�t►'�S TELEPHONE NO. ��-3 ' �3�� DESCRIPTION ��e�G{ t� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � O 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTiON Q OS FINAL 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES_NO � COMM NTS: � a '" �Z ` `7 � J O � � O � W � Q � Z W � W � � d � ORKSATISFACTORY:PROCEED ❑ PROJECTCOMPLETE W ORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORE COVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. C PHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR -�' CITATION ISSUED O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next ins tion 24 hours in advance.473-7357 OwnerfContracto on 'te: � _-,•.tor. �•�r�s File Canary Copy/Site Notice