The URL can be used to link to this page

Home My WebLink About1991-004010 - replace exist system PERMIT CITY�O� ORONO PERMIT TYPE: _;��; ;� �;A�-��; 1335 Brown Rd. South • P.O. Box 66 Permit Number: t.��;.�1�# Crystal Bay, Minnesota 55323 Date Issued: ��+%=��. (612) 473-7357 SITE ADDRESS: ':�i��S t�1E th i H '=.H�ih�. �,�� __;.} F'. I .hJ. , �.5—i 1�—��'�_`—:��—(3%,3t 3� DESCRIPTION: Pif��'�1_f—l�.i'_ L..:4 i i,�} •_�TF•�� !C�� '��t��' `�.: _��+.;_.:�'�' F'T;'.i�i.i.• �C��Y t:.�`�°h�I idF's_t`� �e Ti=t��}�: "i i.��l' } t�"i t r,� . r..,, �.i�'• �_�eW�i' t� +�:_. � _'t�r:; -t_��,r �tF-L��•E r.�I_��Il4� �, � �� } : 4 � � � � �� 4�� ` �� .„r+� � �,. � ��i:r � t-+. t A , � r* �� .^µf;;: s . a s � �aY*� ;7. 4 !"�, T > �y��r��r � �� ,�� t �,� "�� ;i ! " ' s �_ �� i �' � ,`�� f � 4 l ��'��y� �� -p �� R � k � � �V , '� _ -� } X, , � , ' T� d ,. 'Nf i:� �, � _; hw q f�F J {y� !!l�t�i.YV �'^' a � � ; � 4 ! J 11 Yt L•! , : �„ �'� �!Af��(!! il�� . . . ! 11T�1T(F�i,r� Vf ! iLrL }j 5A �1'��k a -�-� �� _ "` '"'� � iJiJVV{f}VttV Tli .nr �,N, �t r'^ xy -�.. /� � j;/} ��,"ka;r =� - ,�:§-�+„ - � t^ . i jVj�j�Vj�LIf �.7L'��/V . . . .. . l ittLV}VjVI/V � ;?� �f� .�� REMARKS: L`HfGfi' Tt ��.��' Ici�t��.t�T—;�'�}r'd�fi' ?'GL' #:'��t4 t.�t7�� ,��'1 ?'�;;:.�:' ��,i��4.%:.� FEE SUMMARY: E��x�� Fet $�t:i ,iii=l ��..�E!'��lcl)'�C � ri�i _._�_____� .n..�...� �!�t•ct� �t.�-`C ^��5(3, �t_k CONTR� T�R —� �F1=I 1 Lc114�.• '-" OWNER: �-�(.��I�►�1'J' '� :�:E�;�I i.:E:�: T P�I�: 547:�;4=,C7t_� �i I h�;��; Wr�L�ER :,;t;i�.r� Nl,�r' �,t�i °=; �.�'i��5 t�l�ii�i'H :=N��tl�:E Gfi WA�`�r�TF� �'iP�{ r,�;�,�� _��i�,�i� M�d �;�._c�=r 1 t;t�.1._':� �.�::--a�,��_� i:��f�:}�.i=�—t�:�;;�, _—— — _ ___ _� ______.� -� "�'t tir-- R r.�!t-�,r-r� _s-�h ir�r�. � :[� -�r---r:; ��-�r:: •- - s r �•�•�r r•:��! t -r-- t.,! �-� - � ' f•:t ��sr _ ._.. _. 4 � E C'�C_ }t4i.�G['!�_�1 t-?luG�J ;-rG:"4C.i::,p r'4j':'•+'t�L . k `+ r L_!'!1l3.•=�•_�d�_ti�4 t �_� :tE-l��,r_ � r"eC_ ":r".F�E, .t.?'.f S'1L.��4'C:I�,�C_%�[..f.�_� _ v��.� . r- rr - �-��-:r-{-r� :-;^ �:i-i � 3,}:-�`' 'r' -:� i �T L.i_E �{ � � T i•� ! ; :_:�-i-• i�:- ;;; .-. ,-.,,. � :� � , �,,- �,, . . �-. , . .,. , ,��: •��E :...��.i... �SJ !-1{�,� {-f�i�.C_C��+ i � �^t�__v_ ,��_.'ta••. ;.�V •_ �.�'_ � � f`it'_ii E��_�� ',�° (—t�..;._ i �' _; � - r•r� r. ; r,r,�•s=�n . _ _ _. . _ . .__ ,.� ;, r;� ,.-: --;-: __ T � . f .�. :�: .. , ., . {.�F1i_�!' �_� i_Jr'1_. _#�. . i�.� � k-•> +� j `'" ` . �.; �� ir -�i i� ��-i � -� , r t �._ ��. .. . "�� , • � _ . � ri � --. �'.i.. _� t r-i 1 5::. +�Si ! ._. ._. _ %N [, i L_f_i.t 4�4? �.f_S{3C_ ,r.',t.t'L,:�:.'i^i�ic:.� f '- L r � APPUCANT/PERMITEE SIGNATURE ISSUED BY:SIGNATURE �� APPLICATION FOR SEPTIC SYSTEM P$RMIT CITY OF ORONO bl� Bos 66 (1335 So Brown Rd) � Czystal Bay, iKN 55323 :****:**:**�:*:*�****�:*�**:**:::******::*:********�****:*****:**�****x**:* General 'Instructions: l. You may ap 1 for septic system permits by mail or in person at the City o f f i ces. However, permits wi 11 not be mai led out and must be picked np in person at the City offices. 2. Permits are not valid until you receive a permit card. 3. Work must not begin unless the permit card is available on the job site. 4. Permits will be issued only to contractors holding a City of Orono Septic System Installer's License. � 5. All work must be done in accordance with the approved septic system design. Design reports are not considered approved unless accompanied by the "City of Orono Septic System Approval" cover sheet signed by the City Inspector. 6. The following inspections will be required for aIl septic systems: a) Pre-instal lation 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 rough-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. . 7. Individual holding MPCA Installer Certificate shall be present during installation. 24-hour notice is required for all inspections. �:�**:*�:::**#�*�c:�*�#*:*:�::*::****:*********�*�*#:::*:*:**::**:*:*****�** JOB SZTS ADDRESS: Occupancy Type: Residential 1/ Commercial Other Owner's Name: /�J/. � �'J Phone: ��—�� l �7 Mailing Address: lv G/�� itY: ��1 - Zip: r.� Septic Contractor's Name: Bus. Phone: ��f�ad� Mailing Address: �G� � Jp� City: �..'� Zip:'�r��. ***:**:**##*:*:****#**� �#*****::�**:***::***:s#** �******�*:**:****��* - over - SEPTIC SYSTEM PERMIT APPLIGATON - PAGE 2 � . . Permit Type � Fees (check one) New Construction, Full System $75.00. . . . . . . . . . . . . . . . . . _Replace Existing System (1 or more new tanks & drainfield) $SO. QO. . . . Partial Replacement (reglace just tanks or just drainfield) $30.00. . $0.50 State surcharge added to above �ermit fees SEE FEE SCHEDULE FOR NON-RESIDENTIAL PERMIT FEES DO NOT MAIL PAYMENT WITH THIS APPLICATION ***********t*t************************�****�***********:*�*********:**�*t:* . NOTE: ApF licant must initial all spaces. Fill in al 1 appropriate blanks, - check all appropriate boxes. Initial � 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. 2, I will be installing the foll ing: - A. Tanks: �Precast Concrete �ther Manufacturer " Tank Capacities: 1) � v=ga1• 2� 1Ueo .gal. 3) ��gal. g. Pump Station (if required) Pump make & model 5 P� r0 � � • (attach pump curve & literature) ; system design requires 3q • gFin at �� feet of head. High water alarm make & model • �Out 'de electrical work to be completins bde electrical work ectrician_ - _other _ • _mu�t-be- "completed by electrician. C. Treatment System: Mound Trenches:� s.f. Depth of rock below pipe �� Rock bed dimensions _'x ' c� Drop Boxes Sand bed dimensions 'x ' n _� Distribution Box Pressure Dist. Pipe Diam. �Ma ifold Pipe Diam. " owed from site . D. Final Cover/Topsoil to be: borr (show location on site plan trucked in *:�******�****#*:**�**�**�**************t************:*****:*�*******t***:* 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 app lication are comp lete, true and correct. Signature of Applicant: � Date: / MPCA Certification No. : � �Su� � � � �� -� 1 ID , ��( __ _ _ � � - � � ' . - . � • � � ' • � _ _ . - - _ . � O SP33 - ��HP—wNc.souns srs^s�+�—*�� . Available in autotnatic or . � � . Ccmpetely submersible. �:�i�-:<- • Non-clog bronu 1mPe11er. `'"�`"`` • No suction acrcena to clean. � • 011-iilled, double ball bearing ��s motor with built-1n overload . protecUon. ' : � . _- o • _ z u pi�eek'p��• . o • Rugged cast iron construcUon. � e • Completely fleld servlceable. �A`n"�,u� • 1 1/Z"NPTdischarge• _Y�. ' 65,AT 27W.16 - . . p p 10 10 �D �0 60 � �� YA MLLOI�►ER YINUTE - � ;.�:�� SPD50H/SPD lOOH _ � �" �n.�e�HP—wx.souos�^srH�—a+so nPw . Availalile in manual or �_� ;, automaUc. _ - . Dual seals standard. Seal - �� fallure sensor capability - p :�•�°'" available (to be wired to sn .�.,,� � "- WM'�"X alarm device)on manual pumPs. On / � p �.iso � • Open two-vane sewage tyP� _ '° , y impeller. "° • PumP shaft and all fasteners are 7 � ' _ � F��;., stainless steel. '° ;;::.;�,►�n • 1/2 HP(SPD50I�and 1 HP _�.';��:;� (SPD l 00I� motors. Ball bearing �-:;�.:., � construction and off-Nled. ,�„r., .. -- . 2"NPf discharge(3"1lange �, m p � '° '°° "° "° optional). ' y f pµyp{{�[11 WMIRE _= SKHD 150 ��: = �'�.�a....a .:.� 1KHP—IiAAX.SOUOS3/4��SPHERE-3�50RPM . Semi-open thermoplastic -- -- 1°0 impeller. . 1 1/2 HP.off-Slled motor. �,so � � . F'ump shaft and all fasteneis are ;s:, -.: .:�,�;: _ � stainless steel. �. - o ,..�► • 1 1/2"NFT discharg�. � _ °0 :�,`,`m . Spring loaded mechanical seal ••,- •rra.i r +a••. � ? �::'y. with carbon and ceraznic faces. � •, ";: . pump-out vanes on rear shroud � � � � of impeller. o �o �o so w � . Dllal se81s. Se81 fa11Lu'C SCASOr o �o z° . J us.o.uaa.�WMvre capabillty available (to be wired - ; to an alarm devlce). � -- � . _._... � � . i f "`�G . �'' /' �.-'� ��,s% �-` : L ;,_ `,,,, , . CITY OF ORONO Permit # - SEPTIC SYSTEM APPROVAL Fee $ �, ,�� Entered By ' ,�.�" ' �'"� Y.�a�'� -�% , '�'Contractor. wi� ' ven a copy of this report and is The . �; �� = ': ��:�=�..�F' re ; �or its �,i9�ribution to all sub-contractors. SBPTIC SYSTEM DES � � �t�N�'.GONSIDERED AS APPROVED IINLESS THIS SHEET' IS ATTACHED. .�_.., LOCATION: ��js� /!L"Oi�� J/�t' � GENERAI� CONTRACTOR: PH��' SEPTIC CONTRACTOR:_�/f�' � �✓Y,lLP� �. pH��' owx�x: PHoxE: �73—`f3l� �PPROVED � CONDITIONALLY APPROVED: (Note Changes Below) � � � J COMMENTS: �,S.SU� J S � : G�_ `_ a � _n - �'S�' � • ��l . � '' � �.� la � A , `/��vY YJ � � ' �� 1 1<M� 1 ' 1 �` . � • ,� .� � ' � '►� NOTIC$ TO INSTALLERS: Any changes to the ap�roved pians and specs must have prior approval of the Inspector (473-7357). Call for inspections 24 hours in advance. NOTICB TO GBNSRAL CONTRACTORS: Primary and alternate drainfielci sites MIIST be protected prior to and after system installation to avoid compaction of the natural soil. �LL DR�2dFIELD AREAS HIIST BE F�� O� grior to building site excavation and fencing must remain in place until final site grading. Approval to pour footings wil 1 not be granted until the Inspections Department has verified that primary and alternate sites are adequately protected. PO VEHICDLAR TRAFFIC OF AHY 1CIND (cars, trucks, earth moving equipment, etc.) is allowed within 20' of tested drainfield sites either before or after system construction. This applies to the lot you are working on and all adjacent lots. You rould be held liable for damaging sites on neighboring lots. VBHICIILAR TRAFFIC CAA CAIISS SOIL COliPACTI08, RENDSRIPG DRAZPFISLD SITBS QPIIS�BLE. Evidence of traffic on drainfield sites may be cause for revocation of building permits. Damaged alternate sites must be replaced before a Certificate of Occupancy will be issued. - �_�_�� -- Date Approved By ity of Orono ._, . .�� - w�7��' TESTING� 11r C. Steven B. Schirmers — MPCA Cert. No. 627 951 Katydid Lane NE � St. Michael, MN 55376 • 612 497-3566 � � a ��r� � ORONO ��ISU V� July 19 , 1991��G � 1991 p /�M � h . . Walter Ringer 2165 North Shore Dr. Orono, Henn. Co. , MN 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 - HbB - Hayden loam bordered by - Heyder soils. A seasonally high water table was located at 86" , (mottled soil) . The bottom of each trench must be located at least 3 ' above the seasonally high water table. A Standard Trench system may be installed- pressurized typical of a mound system. The soils at a depth of 30" have a percolation rate averaging 13.9 min/inch and are adequate for treating septic effluent. A pumping chamber will need to be installed to lift the effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping chamber in a weather proof enclosure. A warning device must be installed with a light and sound device, this is in case of a pump failure. (Mercury floats are a good method) . The supply line pipe must have back drainage to the pumping chamber. This site has an existing failing system with surface drainage. The existing tanks are old & must be abandoned, pumped & filled with soil . All neighboring wells are located greater than 100 ' away from the ' proposed treatment area. CONT' D , Walter Ringer 2165 North Shore Dr. • Orono, Henn. Co. , MN �2� Keep all heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off befose construction. This Design is not valid & the System will need to be relocated if failure to protect the areas proposed for On-Site ' Sewage Treatment occurs. With proper installation and maintenance, this system should have no problem in treating septic effluent effectively. Recommend to pump the septic tank every year if there is only 1 tank & every 2 years if there are 2 tanks. � • ; . Steven B. Schirmers ps SBS/ds ---------- - .� , .. _ t,L;�C,�C:l,,4..._ � . . . . .,... .: . �:_.. .-.-. � f. . . . .... - � � � i . �+1��1M.S� � �. i . . . . . . :��' '� � �--7 � ! . � � � 3 C� � G aL) Aq.') + 4S �� r � j . . T _ ""3.p \ � 3LfiP� - ,•'' � ?�' ` . .:� . �, � r� . - . �� p � : ' . . _ . f� ' 91. �/ �71.8 `�� 00.9 . . `�.� ' . . . . t� � - - - I f • . • ., Ol .Q�p�O S�'9 '�d'��1^1�T'� � � . � � - � �i a R� .�b'1 SQ.TT �/ 3��'`��'¢' ;� � � ,Q�.19! ..gs' � _ '+h w '�f'�1�LH�S. �R N L)+�.��f _ 1 � i �t.r ; i . „y ��_ � °7 7.f. + �) � _'F,'`�� st- t se � � --y . Sa"'� + 1_ � � �' � ,."''`' ; , �,u o 0 oE S� � � 1� °7�.-�, i � , .tK � ! j, '` '9�,.� � ¢ - . i" � ' . � � �* / � i L -�(: . � ` S 1 `,` ; woco_L ( j s�. j � ��Y-�� KLL !a'�tA-�l`C �G U�P m�t-�T / O'FF O F_"C�� 4ri�C4os�C- �C'o�.t�m G-+�T f�R-�� c3�Yv'C� A ��-�c�� ._Cl�sC'�+��T cr� y�o�eos�o ' r _ ! `��,rhV��`i. - . L!i Arn�«- � � .� . -- �y.1S�C)�-"L- � ��/ � � O�,w�G-�� '�� I /^1 �-T__�lt � � . • � �v _'\: _ •�! ��' t �_� p 4osE� �vl (� � � �� \ � � �, t��l�.�_ �Al-��S � �! � � , z• �_� �� « � � � , ' _ � �� ' %3� �`� 3�. t` Lo w ��' � � • . , �a o�a�►' .� �� ,.F Bas,�� % �t . .r. i '� . � :. � \ � • 3 3 � � Ex �C v_o L. -w�3R��oo� � \ � __ , T r P a. P�v.`�✓/sc�L � � `� j -�� ','� � � . . � � � �' � `� � �� ' . , � a� _F . ►� PROPERIY OF= ��i �-r '� ��1-�1 tZ-_ �UYv� : SP�� 1 N 1 K��a�7� • �PerCdOtiOn Tests sca�e�1 = y � a� r�S }-�1 D�-�1-� 51-Fo�� b� �i�� —<��c-- �..' A'�v� :Soil Boring5 L�e o.��a � ,: � o a o a ��BencF: Mark O��^ t��,J 1-�I��J . G� . _ � _ �Note� This system is to be constructed to meet - - - the Minnesota Pollution Control Agency $-P TEST/NG/NC. C�apter 7080 & Local Ordinance . -� 63 l, L; " � Des�9ned BY:S °'L,..-, , r �~,, -_ " _ Note : Check all underground utilities • Dote�2/�.z/�1, PH.6CL-497-3566 • --_---- --- existinq q►otle - . � back tili 6��min. . � " �wcss_._p�y-�_- '��aa."��.��_y�s"��3'�to4��loyer of uncompocted � ,.•. , '' . � _��.�_�__.-.__c,o' - ,ti p.,�. hcy or strow covered with '�� i/qpipe d�a. "----�--_--- �`► � - is' {+..�,lc:- —- -- ' _ , � �, _ red rosin poper "� q�,3 '� • . . ___ �, 8.. a o P�. . -- --- i . �� —y�--- �:.,_ ao � � �� ' �p,t�y ��. - ��4��,0� 3 rock fiiter moteriol . � =�qy L�y .'F-c -C��.c.N roke sidewalls 8� bottom to � . � � remv�+e smeoring -. �, 9�_.� " SET- BACKS �-=-18=3fi=--� . , HOUSE System must be� ' _ Tank ��' from property tines TRENCH X- SECTION U � . �-Yr.r '-� 2:" frOm weUs ` ' (min, of two trenches� �r, g . a11y u fromTbeatmen! orea =�from lokes,—�streoms (mmc. length 100�) Treotmenf orea .�. from property lines � . Mq�.�A�4SF►^+`��." ^��from wells � . . � .,.� from btdgs. � �- - ; l�'from trees ote=Po+�ver supply and switches must be in a weother SOII.. BORING ELEVATIONS i � � proof endosure outside �pum�:ng chomter � � � � � - . �min. . , � � � = � , TH. I EL.-�.3 ., � � -+ -� � -�- — TH�2 EL.- �.� _a, D Pe,:-..� t , i�; Tank '' ' � � � " ; � _.� TH�3 EL- �9,3 Tank '� �_ ' Grode_/o sbpe .. � �__� �-- �-� _ _ _ . Drop fo Tank Qt leost 41/2�of undisturbed TH."4 EL-�� °1'J.3 � Min. (��to 8� '�p�R,p;�9 � eorth between lrenches TH. 5 EL-T_ Max.l��fo4� Chomber ELEVATION at PROPOSED PUMPING DROP BOXES . CHAh�BER-.2� (ground elev.)`'�^�.'� 4��to6��dia.pipe �. _�.v�c. 1�-f F�ootz - sd�.� �(0 4 0�t x�s'�)��u -�s?-�-1� -'�'�.O SYSTEM OESIGN . TYPE�,y BEDROOM - Percolotion rote ��min.�nch (design l�-3c min./inch) Treatme� oreo requi;ed w/11'/ of rock filier moterial4L�+10'/0 =�4:1 sq.ft. of trench bottom areo needed =_��trench width = lin.ft.of trench needed � number of drop b�xes = • (to be determined by the insiol!er) ' Number of for�ks required�, Ist tonk c� gaL;, 2nd tonk/^�•. gol. rrwnimurns Cleon rock 4�cu.yds. ( 3/4�� to 2 I/2��dia.,includes 2„above pipe ) : ' PROPERTY OF: �A iet.-��;�. ��*U-_�_ • , �� r_� �-a�F:--�1-1 SNO�� 'o�. _ Pumping chomber cupoaty= 25% of doily sewoge flow�of��goL=�gn1.+Reserve.staoge�qat.* Pipe,bo�k droinoge 2�..gnl=.�.1�.go�.cop. .4l.0��3'_s-i�_ GOF _�-+'^^P .5� „�,., ,��;�ti <<,�=. v�o�� .� . Hr�� . �o . �� „ . ( Reserve storoge =�35gat./ bedroom=�C�•�3o� * P�Pe bock drou�age 15� gol./IOOlin.ft.�3. p�pe- length of pipe needed apnl�� ft -�,gol.) = Pump size'}'�� •� hp w/mercury float pump controls.ws�c�� S S N r�� PP-�s<- Yn a� �,s�N w��-G 3`�oa1 f m�r, S—P TEST�NG /N Note� When constn�ctin bed - this orea shoutd be st�ped Note= Distance from t►eahnent orea to neighboring we�►s- Designed By� �t��- �• � /`{"""- : to diverf run-off9 fram entering treatment area. ��`�� Date�2/.3��SL , PH. 612-497-3566 " I1VL�IVIDUAL SEWAGE TR�ATMF.NT SYSTEM WORKSHEET FLOW Eciimatod Scwegc Flowa in Gullcros pet day A. Estimatcd �() � gpd (BI�) � measured — x 1.5= •--- gpd um r SEPTIC TANK VOLUME of Typc 1 Typc li �c III T�v B. '; -- 1�,,�, •� gallons Acdraome • 2 300 225 1�U • �SOILS(Sitc evaluation d�ta) 3 450 300 218 0� C. Dc th to restrictin la er= r) '- � '� (��t 4 600 375 256 �� P � Y s �so aso 29a �� D. Maximum depth of system C•3 ft = �. • � fcct 6 9cx� S25 132 �� E. Pcrcolation rate I ;. .`� MPI 7 1050 600 370 F. Soil Sizing Factor '�. l�� sq ft/gpd (Scc tablc 3)%� ��> g 1200 675 4oB �ui�;�� Z'RENCH BO?TOM AREA Scptic T�nk Crp�rities,in Rdloe� H. For trenches with 6 inches of rock below the pipe: A X F s X = f t of bottom arra Numbcr of Minimum Liquid Liquid a�.c��y p�� Dcdroom� GMei�y �arb�ge Ji�posat 1. For trenches with 12 inches of rock below the pipe: AxF,x0.8= �-�� xl•�..�%x0.8= �l ftofbottomarcaL��°� --� � 2a��:: �so �izs �� •3 or 4 1 aK) 1 Slxl ]. For trenches with 18 inches of rock bclow the pipe: �0►6 �stx� 2zsc� A x F x 0.66= x x 0.66= sq ft of bottom�rca ��e°'g Z�w �aK► ovcr.9 K. For trenches with 24 inches of rock below the pipe: AxFx0.6= x x0.6= sqftaflx�ttc�u�arca BED BOTTOM AREA L. For seepage heds with 6 or 12 inches of rock below the pipe; �.5 x A x F= �.J X x = sq ft of bottam area So8 Char�elerisikt�nd llequlred Ah�R for Sews�c 7�cHmenl ROCK VOLUME IN CU FT M. Rock depth below distribution pipe plus 0.5 foc�t timcs tx�ttom arca: M��a Klneh SoilToiwie f�a.�i�� f ra r��r r� M =Rock depth(ft)+6 inches x Area (H,1,J,L or K> �M'�� •d;°°` "'"•�u" �� (� ft+�Q�ft)x d�.1 r�I 4 S cu ft ._. ..... — �aater�han 0.1• Cwne S�nJ ROCK VOLUME IN CU YDS o.i as s.nd o.e� I.Io o.�w s r�..�a•• i.�� u.�u N. Volume in cu ft divided by 27 6�+�s S�ndyLo�m �.r o.�v • M+27=cu dst�N�•�27= 42 cu ds 16to30 u"'" �.�a a.�n y —� y 31�045 Sihl.�wn 2.W O.SO � ROCK WEIGHT 4e�co c�.r�.m t.zo o.�s Slowa th�n 60�•• Q�r .•••. .—. O. Cubic yards Nmes 1.4= tons N x I.4=tons_4a. x J.4 =�tc�ns DISTRIBUTION 'c��,��•�t (Check one based on slo ) S- � '�' � `'�"� � '� T � .r.r.f•r•r•r•.►•t•t•.'•t•r•r Bed (less than 6°!o slopc) •L t 1 ti•ti•'ti•t•�•'.•'.•�•�•1• i-r r•r•r•r.�.r•f•f•r•i•� 2 inch Covcr •ti� ti.ti•ti.ti•ti ti•�•ti•ti•ti•ti• Trencht5 } i;r r•r•r•�•r.f•.•r•f•r .ti.ti., {.y. .ti.ti.ti.ti.ti. f�f�f�f� �� f�f��f l ��2 •��ti ti• ti••.••.•ti• Drop boxes(any slopc) . :.f.;. .f;;.r.r .i.�,.ti.�. '..y �• . •ti tif'Lr'. F. ttiltit�� "111C'�1"•'1^' Distribution box(level to slightly sloping) f ,.,. r.,.;.r •�.`�. ti ti• ti•ti�ti•�• I I }�� t•t•r•r•�' 'TREIVCH LENGTH .ti.;.�....:. ti.,.ti.,.... r•r•f•r•r•r• f•r.r•r•r•r .ti.ti.ti•ti•ti•,•ti�.•ti•ti•,•ti•ti• �a P. SC1eCt trenCh width= �? ft {f;!{{;S�!;{;Sti:;.f�::!;S;'.• ' Divide bottom area b trench width: (H I J ar K) P= f'''"r'''�'r'`'f'''f'r'f'f Q. Y r r i + y�ti�l��lil I�lit�t�t�f~f�J f'�:'•� 6�24 inch ti ti•,,•,,•ti.ti.ti•ti•ti••.••.•ti• linral feet f•r.r•r•+•r•r•r•r.i•.•.r•r ��k liclow Il�r .ti.ti.ti.ti.�.,,.•..ti.ti.ti.ti.ti.ti. r.r.r.r•r.i•r•f•r•r•r•r.r :�;-�.� '' a��.,��111Ca� fCC� •ti.ti•ti•�•ti•ti�ti�•t��•�•ti•ti� 1 ♦.r•.►•r•f•r•a.r•f•.•.••r•f LAWN AREA .�•ti.ti.ti•,,...... �.•..ti.•..�.ti. dN�r�r�t•l�hr�l�J•I•t•r •�•ti.1•ti•ti•�.•ti �•ti•ti•ti•ti•ti• � •t�t•I•/•1jl•l•I•t•t•t•t�t � R. Select trench spacing,center to center= s> ic.�c•t . S. Multiply trench spacing by lincal fect R x,Q=sq ft of lawn arca =`ry„x t' =�sqFt LAYOUT(Use othcr sidc) . l.Select an appropriate scale;one square= feet. 2.Show pertinent property boundaries,right-of-way,easements. 3.Show location of housc,garagc,drivcway,aiid all other improvcmcnts, existing or proposrd 4.Show locadon and layout of sewage trcatmcnt system. 5.Show location of water supply wcll. 6.Dimension ail set backs and scparation distanccs. • � p�JMP SELECTION PROCEDLIRE A. Determine pump capacity: . Cravity Dlstribution END PEIiFORATiON OF A PERFORATED IATERA� ]. Minimum su�ested is 600 gallons per hour(]0 gpm)to stay ahcad of ra.w aw, water use ratc. . . � � ' Teo.a� �� 2. Maximum suggested for delivery to a drop box of a homc system is 2,700 •r� �. . . .LeP�N aN„�IN iaork(«►wr- gallons per hour(45 gpm)to prevent build-up of pressure in drop box. : � �.«�s.w�.,,, %",,,,,�,.y.,«,,s,,.,,,,.,,�,,,.,., -��-�.��,,..r'+-�.�M�r«I^...n� Pressure Distributlon �,«��os;,,.,�i�. � -M�M p�aM�a«u.��N�, ,;�. . 3. a. Sclect number oE perforated laterals �,�' � �'' ' �L) L 1?�.� � . i A Ww �A1 L�1 12'1�EdN b. Select rforation s acin ft. , ��N� pK • �•� �•� � p Fi-� �-f"ra �•. �. '� � . C�,•, ��rlwe�wm lae�N�t c. Subtract 2 ft.from thc mck laycr lcn�th. �� r , _ , ; � c�b�s�+e�,.� �•��^•� �•�•�N ��,-�•2 ft.= ft. ,'.' ', �;' - � ` . aqies�s.n hsOnly Sear111N Ik�en p1o�Mq SeM Le�m d. Detcrmine the numbcr of spaces betwcen perforations. Length perf.spacing= _ft.+ ft.= spaccs T/►�LE OT PGRia01tATION DISC}IARCCS 1N CPM c. spaccs+ l = perforations/latcral ' f. Multiply perforations per lateral by number of later,�ls to Hcad Pcr(orationdiameter(inchca) get total numbcr of perforations. ,.,,. x . ,mi= perforations. ��" _��' c'T i.Os O.SG 0.71 S' r«r• X R'�v�+= 3q gp'n• zot► o�eo i.a 25 0.89 1.17 SELECTED PUMP CAPACITY "�_gpm �p �,�3 147 5.0 1.26 1.65 B.Determine head requirements: 1. Elevallon diffcrence betwcen um and int of dischar e. sUse 1.0 foot o(l+esd for resldenti�l syste�. P P P� S bUse 2A teec ot he.d tor ahcr escAblishoxnts �� .� feet 2. If pumping to a pressure distribution system,add fivc fert for pressure required at manifold � feet ..� 3. Friction loss Pipc Length a. Enter fricHon loss table with gpm and pipe diameter. � Point of Dischargc Read friction loss in feet per]00 Eeet from tablc. 9 d.�� F.L.= a . l� ft./100 ft Of pipe Elevaticm Di[fcrcnce b. Determine total pipe length from pump to dischargc �,�,,P �� ,. point. Add 25 percent to pipe len�th for fitting loss,or use a fitting loss chart. Equivalent pi}x� F-I8b 1Cngth-1.25 times pipe length= 1.5 inch 2.0 inch 3.0 inch .� r X�.�=_ f�j O fCCt s�m Frialan 1or pa too fl of M�e c. Calculate total friction loss by multiplying �o 0.69 0.20 friction loss in ft/l00 ft by equivalcnt pipe length. 12 0.96 0.28 Total friction loss=' :�. (,. x 1 S �'� +10O_�,feet 14 1.28 0.38 4. Total head required is the sum of elcvati�n diffcrencc, 16 1.63 0.48 special head requirements,and total friction loss. 18 2.03 o.bo 20 2.47 0.73 0.11 25 3.73 1.11 0.16 _� („`+ S� ' '+ �- 30 5.23 1.SS 0.23 (1) (2) ':13c) 35 7.90 2.06 0.30 40 11.07 2.641 0.39 45 14.73 3.28 0:48 TOTAL HEAD �y feet 50 3.99 0.58 55 4.76 0.70 60 5.60 0.82 - =. Pump selection 1. A pump must be selected to deliver at least :' gpm (Step A) with at least�S feet of total head (Step B). . i�-� .� • CLRTIE'�iCATI01� # U0627 Logs of 5oi1 Iforinc.�� ' • Location or Project walter Ringer, 2165 North Shore Dr. , Orono Borinys made by S-P Testinq, Inc . Steve Schirmers Date 7-17-91 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other • Auger used (check two) : liand X , or Power , Flight , or Bucket X Depth, Boring number 1 Depth, Boring number 2 in ' in feet Surface elevation 99 •3 f�et Surtace elevation 100.2 0 - � - o s o i a 1�i" Topsoil dark brown 0 - 6" 0 - 10" loam 1 - 1 - Brown clay loam Brown clay loam 2 - 10�� _ 2 � 2�� 2 - 6" - 2-1/2 ' ' rown 2_1/2 ' - 2' 10" loam 3 - Brown loam �3 - 4 - 4 - 2 � 2�� _ 4 � 8" . Brown sandy loam Yellowish brown sandy 5 _ 4 ' 8" - 5 ' 2" 5 _ loam to loam Brown 5 ' 2" - 5 ' 4" loam Brown sandy loam 6 - 5 � 4�� _ 6 � 4�� 6 - � _ 7 ' 2"-WEAK MOTTLING � _ Yellowish brown loam _ 6 ' 4" - 8 ' 2 ' 10" - 8 ' 8 - 8 - • End of boring at 8 � feet. End of boring at 8 � fe�t. Standing water table: Standing 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�� feet of depth. Observed at feet of de�th. Not present in hole tdot present in hole X Comments : Comments : � L-13 Cl.kt'1'Il�1l:/iTIOIJ ;I UUlil'7 I�� c� c�f _:;v i ] I)c�t� i �i�L Location or Project Walter Ringer, 2165 North Shore Dr. , Orono IIoriciys made by �-Y T��stinq, Inc . Steve Schirmers _ DaL•e 7-17-91 Classifiction System: AASHU ; USDA-SCS X ; Unified ; Other Auger used (check two) : liand X , or Power , Flight , or Bucket X Depth, IIoring num�er 3 Depth, Boring number feet Surface elevation 99 '3 feet Surface elevation � Topsoil dark brown loam � 0 - 10" 1 _ Dark gray brown loam 1 _ 10" - 1' 4" Brown clay loam 2 - 2 - 1� 4�� _ 2 � 8�� 3 - 3 - Yellowish brown loam 4 - 4 - ' S _ 2 � 8�� _ 5 � 5 - 6 _ Yellowish brown sandy 6 _ loam to loam 7 - 7 - 5 ' - 8 ' 8 _ .. 8 _ . End of boring at 8' feet. End of boring at feet. Standing water table: Standing 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 . � ' Mottled soil : Mottled soil : Observed at feet of depth. Observed at feet of depth. � Not present in hole Not present in hole Comments: Comments: , CERT.#00627 ,.........._. � . PERCOLATION TEST DATA SHEET : � Percolationtestreadin smadeb S—P Testing, Inc. 7-18-91 1:55 a'm" 8 Y o� �tarting at m ' 2165 I�o.Shore Dr. �� Test hole locatio� ,Hole number 1 ,Date hole was prepare� �-17— 1 DePth of hole botto�++ 3 0 �nches,Diameter of holr 6 �� inches Soil data from test hole: Depth,inches Soil tcxture 0 — 10" Topsoil dark brown loam 10" — 26" Brown clay loam 26" — 30" Brown loam Method of scratching sidewall Kn i f e 2 . Depth of gravel in bottom of hole. inches �, 7-17-91 11: 30am 12 � Date and huur of initial water 611ing ,Depth of initial water Gllin,g inches above hole bottom � . Method used to maintain at least 12 inches of water depth in hole Cur at least 4 hours Automat ic s iphon i 6 ,Maximum water depth above hole bottom during tes� �nches.. � Time Percolation . � Time interval, Measurement, Drop in water rate, Remarks . �. ' minutes inches level,inches minutes per � inch ' . Water rema ' ninq in te t hole � 1: 55 2: 25 6 1-5/8 18 .5 30 min � 2: 30 3 : 00 " " " � �� ° ' 3 : 01 3 : 31 " " " ° �� I � I � i � I I .- j... I � • � i • I i � . iPercolation rate = 18 . 5 ►.,inutes per inch. . i . CERT.#00627 .,,,,,,_�'. . PERCOLATION TEST DATA SHEi�T S-P Testincl, Inc. 7-18-91 1 :56 a'm' ` Percolation test readings made by o� starting a � �m:� 216� No.Shore Dr. «�� Test hole locatio� .Hole number 2 ,Date hole was prepac+e� �-17-3i , Depth of hole bottom 3 0 �nches.Diameter of holp 6 ,� � �nches . Soil data from tcst hole: Depth�inches Soil texture 0 — 6" Topsoil dark brown loam 6" — 30" Brown clay loam Method of scratching sidewall K n i f e 2 . Depth of gravel in bottom of hole �nches 7-17-91 11:30am 12 j~ Date and hour of initial water filling �Depth ot initial water filling. �nches above hole bottom � ;• Method used to maintain at least 12 inches of water depth in hole for at least 4 honrs AutomatiC s iphon 6 � � ,Maximum water depth above hole bottom during tes� �nches, - � Time Percolation � Time interval. Measurement, Drop in water rate, Remarks ; �. ' minutes inches level.inches minutes per inch • ' . 1: 45 prefill 6 � 1: 56 2: 26 " 2-9/16 11.7 30 min i � 2: 29 2 : 59 " 2-7/16 12.3 � " " ; �' 3:02 3 : 32 " 2-3/8 12.6 . " " I� � i I t � ' ( • I � I � ' � I ' i � I I i • ' 12 . 2 . : Percolation rate = r*+inutes per inch. � r � 1� C�RT.#00627 ' ...,.,,_..� . PERCOLATION TEST DATA SHEET S—P Testing, Inc . 7-18-91 1:57 a.m. , Percolation test readings made by o� starting at �Tir� �duu� . ' Test hole locatio� 216 5' No.Shore Dr. �Hole number 3 ,Date hole was prepaze� �-17-91 _ . ' Dcpth of hole botto�+�+ 3 0 inches,Diameter of holP 6 }� � �nches � Soil data from test hole: f Depth,inches Soil texture � . � 0 — 10" Topsoil dark brown loam � _ �6" — �-A" --��kr� c 1 a�rl c�.am , i Method of scratching sidewall Kni f e 2 � Depth of gravel in bottom of holP �nches Date and hour of initial water fillin �-17—91 �1• 3�1 am 12 ' i g , eptl�o mit�al water filling 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 ! ' 6 � ,Maximum water depth above hole bottom during tes� inches. j Time Percolation Time interval, Measurement, Drop in water rate, Remarks , � �, minutes inches level,inches minutes per i inch • 1:45 prefill 6 + 1:57 2: 27 " 2-3/4 10 .9 30 min i � 2: 28 2 : 58 " 2-11/16 11.2 � " " � 3 :03 3 : 33 " 2-11/16 11. 2 " " I i I � I I , f . _. . � � � I , � � I . . , � ; _ i Percolation rate = 11. 1 rt,�nutes per inch. � . i . � ��s •4 � �! �`',. .�,r'k � ..z� j/ �f.;f. '�,ti�Ghi:-;��•�':��, - � � „l�l �J' J' iti�/� I _:��!��; ' � / �� r.S 9!�>>" 1 /'�w�, �� i:.:� :�-i�: yl. .4i* / �F� / r.�,••'L.'„' �5,,,� � ''''`- � � i� � � i 'ay_�. '•t.�„"'t.:�::��:��• , ;•�,/ j '��: � �-,��''^�!�l"•^"�,_��`_ i� ,��'� y '''�f7� -- �--- MOUND FI LL 4"- 6" � �?;�'�_':;�`�'� ��-a -� y��/� i TO ALLOW FOR � �'� �v`�-�'��• • � ��r�„�� ' •�� .1,�.-'-/� �o`'� �'�� r�.'. :' %�� ; SETTLfNG - . � �r. ��i / ` �U�'S � .� -.<;'`��_ .� - - � - - . . . y _ . . . . . � - � �r : :�r .1,._;... � � %"r' �c G <c.. �'-- � �� ;` , ,_ ; \2 0,�0,`�``' �S ' � �: :r,;� �_:�':2;,,�,,�,-.. ; � ---- —►�---GRASS COVER . . /'� \�C� y �l. i.:,��= ;�i j.i�r �:;' � �� \QfV\Q y � ! •.�•� / �i _ � � . i � .l i i.. /% � � � e �-.�Y- • �, r � ,.,':' :':: '- ��-- ' 6 ' TO 34" �c �OtL � - `"' •�� Y -�1�'}'�� -�t�'�s''c� . . ,, � �'' COVER ABOVE ROCK � •-. / � . ., ..,�.7;:�' � � '�� / / / 's. ; ' : �,.�•�:;=:r'- � " . �� ,� '� ; 8�;:��.,'��.��,:_r��:��- ---�� -�� 3/4" TO 2 I/2" 0lA. � �� .,.� 5 .��.�.. ��.- - , � - k � .- 1 ,�.��'��;:'' �.��:.;�<�::`��-- ,,' �� CLEAN ROCK , ` � � _�l(•.��✓i,�;� .— '� ~.•�7,t�♦ :�-.�,�k.v y I / // _i/ -. �_•/ , . c.' :�'`=� _ y�i r1- / /_1' � `i.�a��i`,i . : -�J;-�_�-t�r'�:1�c.'' 't�a�A.��-"_' � �/ / n � � '�/J t"j �R _` ' �` '�'s}`��^`�.K?':�;-'' - �%- - 4 - 6 R OF ER MPACTH ,�:, , ' LAYE CO D '' �.Ea�E'.~. ; �.�~Y= - l_�•,M' - � � HAY OR STRAW COV ED IT � � � .1::�-� �.. .. V:�,.�._;: �:� ,� i 'X.' r,f. ►�% .,a:;:�R��OE�,�� ,_;:��;;;�r;��::i� /j' RED ROSIN PAPER 'or � R �:. .... .t..� , , ,�;.� � ,�� ,. � ��;`��r�- �:.>>,�' � / / Geotexti le Fabric . . : ri:�.��= i�}}. _ ' � ��-- � TRENCH BOTTOM MUST BE LEVE� -�Np��,;� - ��a ,�: �"`;��M��l• , -- � �pRE�'j�` ��7\�'�� THROUGHOUT LENGTH . _ . ^� i/ ,"�s�1R -� ��. �� ,3:.��4 ��/yV�'� / �; . _'1'('..�•�✓ . 4. "` N� �� —L/—/- `�-- 2" MINIMUM ROCK COVER AB4VE PIPE �.:• ` • -- // , `. �-;;;°"�'.�;'� �/ c,'�'r „ ��-.; '� /`-/�--��c,�' ---6 PJIWIMUM ROCK DEPTH BELOW PIPE . � � 5� �---- �� J�-- 4" DlA. RIGID PERFORATE � EA 1 / Q-�' D PLASTIC PIPE WITH ONE �� o AT � FEE / � . � ROW OF HOLES ALONG BOTTOM \ �$�� 3 �� \ /�/ --- WATER TABLE OR (MPERVIOUS LAYER SUCH AS CLAYPAN. ; \� //� ROCK, ETC, r : . \\� ��/ . / - - . ( i. ' . r. � � � ; � n�_ � • � m / �� = � '` o � � o . � ��nc�-n � � � /' m �^'"� �. 'U f � � m�-,� -n T� �-.y4T O 11 �l L��' "'�� -'� cn--� � n ' „o �— p�. O p o � m `' r �N �rnN � '0� m_�c,� r � -, T �� t J � �I O rn n O � n� �t7 � -1 � � p�� 0_. � n � Z O m � "il . s � i o '° rn � � �� o c� � � � ;� � � , � � --�-� � ' �� .� , � Q o �� a c -T Y� �r. � � ..a i,� �_ � ^`- -;+ Tl_' C� O ":'7 o ��/ rno T, ' . tf�l c- r i� o c, ;. r . � 1 . � � �, � ^ .-i � �- � �i � � � , � � r � . . �� o c�r� � II O . II �, � ►� u � �v ^ � 5 �� -o�_v -o m �m m� ' , . �� -a DO Om r �� O � C--D� �Z ... • ZI-� ' �.`�'-..��D . _ i'�;��O�A1" 1 C�N �� A ��i=C��.�1'E�� l_,�`f��:.��l_ . �- Grc�ss Go�er r , , � � � - - � - � � - TO�SGi� � % �, � � � - � c. :G�. •�.- . • . • • , •a • . . . . . . , ' 'C�• ��- . . • ' . �•� ' • ' • . . . . _ :-:`..:�: . .� . - � - . _ �`:�.: �� I�ay�r of Geotextile 1=a�ric Cor �a��Er �� Lo�m Sand �� er � �`� . . . Y Y ,- . of hay or stra�N cover�d ��rith red :��: .:�..� .�. . � �� rosin �p�r1 .f .. , . . �.... :' . ��c.�`.`L'•��+.� ..""�.�.�`�a'�":r'...�,�r"`d`....�.."�r`c�. - ��. 4 c t.c c.<<. . �. . . c.. � c,4. �. - �t�.c. � Perfor t�d La eral Perforation Drii led Horizontally �<< �� :�� <<<<.�. �. << <<- �� into Cap 1�ear Top .�. �. � � �. �: � <<� � . . �. �; �o� «3/4�� Plus �. �,<<. At Least 12��. to Edge �`��L�Drain Field Rock�� . . . C Gv��.��, • ' Of Rock Lay�r . :;�. . .. : : : : . .. . . : .. . • . . . . : . .. . . . � .. . . . . � . . � �� Perforations� Located a t �� . - Cleon Sand La er Bottom of Laterai � � . Y : � � . . , : .. � � . � � � _ Original Soil Properly Scarified . ~ r � 6efore Placing Sand Layer . C � r ,- F�EDY►'COQ, CED/`�� OR WATER TiGt-�T & LOCKAL3LE ELECTRIC QOX- TkEATED POST �4 x 4 min) P�LUGS OR ELECTRIC CG►�'NECTlGNS ---+- IN51 E�f30X�C CG�vNECTiCNS «!�DE 2 PVC CGf�lDUi f SCHEQULE FO -�- t�1ANHOLE COVER CHAIti�D 8� LOCKED 6"SP�CE SETT EMENT�R COF�D FCR � ' �EALED MANHOL� RINGS _ �� FIf�AL GRADE ,��—_ -----� " • _ � �� - � � ! � � �� ,��,� � ,� - AT LEnST 12 . �_�N GRADE � � U(�ION . � � `'ViRE FROM PO`�JFR SUPPLY � -...�,..:t_ , � � PIPE IS LAID ON A UN{FORM SLOPE FROt�I � � � . FOR PROPER DRAINBA K�L TRtATfv�E(�!T AREA ,!4 :+ - - SEALED TANK COVER �- 1F PIPE AT TANK MUST BE LOWER THAN ��; UNION TO GET ELE\�ATION FOR DRAfNBACK, PLASTIC ROPE OR CHAIN ;! A �/4 INCH WEEP HOLE MUST BE USED . WlTH ANCHOR ALARM FLOAT ON SEPARATE — �'JEEP HOLE ELECTRiCAL CfRCU1T � NOTES� ELECTRICAL WIRE FROM POWER SUPPLY START LEVEL � ► _ t�UST NOT RUN OVER ANY TANKS BUT �'� MUST BE LAID BESIDE. OTHER TANKS . 3"� �� AND MUST BE .PLACED IN CONDUlT - ALONG POST - SHUT-OFF LEVEL� - ELECTRICAL CORDS FROM PUMP AND FLOATS MUST BE R�N THROUGH CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTROL FLOAt CONTACT. ��t :: � . . � . � � • - v / • � I� 1� � � �� PE�iCIL ' , NtARKS -"':� ,... , . ' ' ' " ' ' ' . ' ' . . ' ' ' ' ' ' ' � � � 'i .`'iA�'' 'T-�..c ��..• �! �[ =;:: ( v:;-::..Z: �. -�"''"'�� l�� . µ ^. �^ :i,".�1� •.. =:\'`c„� �• �� ..7.J^'.t� � q ' , 6 Y� / n . � ';'�� ' ji '`'; - . . . :�... �. , � _ i.. f'.- ��`; � • M�NHOLE--�i �, .�'�� , �'/ )% � . �j., ` i� - . i � 1"t :.�.; .. ..,- . . �� :.� t: ►-, _ _ � �� I� .. r it�LET '``;._ss�-,�.��"`,-`°` SCIiM L_» .� -_' t: , �; pUTLET '"' � � .� �� _ = �. �. .. ` ;> ��'' _ i j •.: �" `=�.;�t-=pUTLET LEVEL ..` '� �- ;�- ,� . �� y/ � �-s :' � _ �v��/�..a�� I•. i= . . I� s. �. � �• - ( ,� l: _ --• r -- —` _ 'ij �� ;�: __— SCUM CLEAR SFACE_ -�' ;; CLEAN OUT TANK WHE'V� �� — • � -"� �--�'`-=' = "" 'A' IS 3" OR LESS OR ''� -- — -- — =;' � „B" IS 12" OR LESS . _ _ .;: B �: - - -' - -- _ �_- — :� �.. � • : � • - . •- • . . . . . - •- y'i - �� '� • ' � • ' ' ' ' '; BLACK COLOR �� ' �=� �'• �' • � SLUDGE � � DISTINGUISHES SLUDGE ��=•��' • LAYER FROM LlQUID .. �:_,::Y::::: :�:�: • - - � . . __ . . • .; ;" :�:� � != 1'��i:.,'•r�:4•:�::�:- — :. . . :;;(;''' . :d•• ' :.'•,��,. •:y;: '�r'• A �. � w � ' 1Y/ - - � MEASURE SCUM AND SLUDGE ACCUMULATIONS • ' � ! N THE SEPTi� TANK - r DATE TIME CITY OF ORONO CALLED IN INSPECTION NO ICE SCHEDULED !�_� /�30 PERMIT NO. COMPLETED � �Id'� ADDRESS ��6 OWNER CONTR. �/ �l/�1Y� TELEPHONE NO. � DESCRIPTION � 01 FOOTING 11 MECHANICALRI 16WELLTESTPUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING y 03 INSULATION 2M25 WOOD BURNER/FIREPLACE 18 LAKESHOREMIETLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAL 13 MEfER SETITURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP 08 PROGRESS v 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT = 09 PLUMBING RI 15 SE TALL 22 FOLLOW-UP v 10 PLUMBING FINAL 23 SEPTI AL 2 OWNERICONTRACTOR TO M ET YOU:' YES_NO y COMMENTS: "' � aka - � _ o _ � � 0 � W � Q � W � W � � � � O WORK SATISFACTORIF PROCEED �ROJECT COMPLETE W ❑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 WILL REfURN ❑CITATION ISSUED ❑STOP ORDEH POSTED.CALL INSPECTOR O INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.473-7357 OwnerlContra site: Inspector. White Copyllnspectora Flle Canary Copy/Site Notice ✓ DATE TIME CITY OF ORONO CALLED IN � Ia' INSPECTION NO I SCHEDULED �/�-9� ' PERMIT N0. � COMPLETED '� %� ADDRESS �� OWNER 1L j1xT9✓ CONTR. S � TELEPHONE NO. � DESCRIPTION �� 01 FOOTING 11 MECHANICAL RI 16 WELLTEST PUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAV/GRADING/FILLING y 031NSULATION 24125 WOOD BURNEFi/FIREPLACE 19 LAKESHORFJWEfLANDS Z 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q 05 FINAI 13 METER SET/TURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP O6 PROGRESS � 07 DEMO—FINAL 27 21 COMPLAINT = 09 PLUMBING RI . 22 FOLLOW-UP v 10 PLUMBING FINAL 23 SEPTI AL � OWNERICONTRACTOR TO MEET YOU: YES_NO y COMMENTS: � � ��lJ� S o s ` S y Q' ' � � 0 � W aC Q � Z W � W � � � �'WORKSATISFACTORY:PROCEED O PROJECTCOMPLETE W ❑CORRECT WORK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOYERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. p pHOTO TAKEN INSPECTOR WILL RETURN ❑STOP ORDEH POSTED.CALL INSPECTOR ❑CITATION ISSUED O INSPECTION REQl11RED.CALL TO ARRANGE ACCES& Call for the next inspection 24 hours in advance.473-7357 OwnerlContracto s' : Inspector. White Copyflnapector's File Canary CopylSlte Nollce . __ _ ✓ DATE TIME CITY OF ORONO CALLED IN /a'15-9/ _� INSPECTION NO�T�� SCHEDULED �� PERMIT NO. �� C MPLETED � � ADDRESS i OWNER�'� CONTR. �rj„�" TELEPHONE NO. � DESCRIPTION /C!/��`--S � Oi FOOTING 11 MECHANICALRI 16 WELLTESTPUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADING/FILLING �3 03 INSULATION 2M25 WOOD BURNER/FIREPLACE 19 LAKESHORENVETLANDS 2 04 WALL BD. 12 WATER HOOK-UP 34 TREE REMOVAL Q OS FiNAL 13 METER SET/TURN ON 17 SITE INSPECTION � 07 DEMO—SITE 14 SEWER HOOK-UP 06 PROCaRESS J 07 DEMO—FINAL 27 SEPTIC�MAINT. � 21 COMPLAINT i09 PLUMBING RI �.SEPTfC, S`IN T 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPTIC�FIN L 2 OWNERICONTRACTOR TO MEET YOU:�f.FS—NO � COMMENTS:l �'�� o . �L�3Wt'� .�; 4~ a � 0 � W � Q � 2 W � W aC � / � '�WOHK SATISFACTORIF PROCEED ❑PROJECT COMPIETE W �CORRECT VI�RK 8 PROCEED ❑ISSUE CERTIFICATE OF OCCUPANCY 0 ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ppHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDEH POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call br the next inspection 24 hours in advaru:e.473-7357 OwnerlContract ' e: Inspector. � wntte coPynns�ors Fi�e canary coPyistte Naxx�