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Home My WebLink About2001-P04491 - new septic system � PERMIT C��'Y OF ORONO Permit Number: 2750 Kelley Parkway - PO Box 66 Po449i Crystal Bay, Minnesota 55323 Permit Type: sept�� (952) 249-4600 Date issued: loii6i2ooi SITE ADDRESS: 2t2o Fox st L,ong Lake,MN 5�356 PID: 03-117-23-31-0004 DESCRIPTION: Proposed Use: Residential Permit Class: General Permit Type: Septic Permit Sub-type(s): New Septic System DETAILS: Approved per resolution#: Separate permits required: NOTICES/REMARKS: FEE SUMMARY: Permit Fee: $ 100.00 Valuation: $ 0.00 State Surcharge Fee: $ 0.50 TOTAL FEE: $ 100.50 APPLICANT: Independent Septic Systems, Inc. QWNER: Christopher&Sharon McGrann 2555 County Road 90 2120 Fox St Maple Plain,MN 55359 Long Lake, MN 55356 THE UNDERSIGNED HEREBY REQUESTS PERMISSION TO MAKE THE REAL IMPROVEMENTS SPECIFIED AND AGREES TO DO ALL WORK IN STRICT COMPLIANCE WITH ALL CITY OF ORONO ORDINANCES AND STATE OF MINNESOTA BUILDING CODE REQUIREMENTS. �I 1:' 1;�` � � � 'r '� '� �'�/Y-�-f 1 ,� r" t, /'`!/''�,� /" �`� _ � 6� � - APPLICANTPERI`v1fTEESIGNATURE �� ISS�EDBYSIGNATURE Cooies: 1-File(SiQnitures Repuired). 1-Aoplicant, 1-Monthlv Reoorts. 1-Assessine, 1-Finance Page 1 � . � CITY OF ORONO SEPTIC SYSTEM PERNIIT APPLICATION Box 66 (2750 Kelley Parkway) Crystal Bay, Mn 55323 JOB SITE ADDRESS 'L f z� �� >T��`��t Occupancy Type: Residential �{ Commercial Other Permit Type: New or Replacement System $100.00 1( Repair Existing System $ 50.00 (Tanks or Drainfield) $0.50 State surcharge added to above fees * See fee schedule for non-residential permit fees Owner's Name:Gl.rs; ��c,�,�r�� r��'-,r�Q�r, Phone Number: Mailing Address: Z.12.c� r�� `5`��1� City�oN�� Zip: Contractor's Name:/ , P ,r �" -a �nx .Phone Number: '�F,� c#7�' ��f Mailing Address: ��S C�x�n�fta rE'ac�,c9t � City:��y�a Zip: .5'5�35`3 *x* DO NOT MAIL PAYMENT WITH THIS APPLICATION*** GENERAL 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 City 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 Minnesota Pollution Control Agency(MPCA) Septic System Installers License. 3. All work must be done in accordance with the approved septic system design. Design reports are not considered appro��ed ur�less accom�anied by the "City �f Orono Septic System Approval" cover sheet signed by the Cit�� Inspector. 4. The following 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 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 stations (where required) components are functional and comply with codes. 5. 1 ndividual holding MPCA Installers License shall be present during all inspections. A 24-hour notice is required for all inspections. . � NOTE: Applicant must initia] all spaces. Fill in all appropriate blanks and check all appropriate boxes. �=�n�a.l C-s��2��r>r t�o� ��s C�Y le (S,1-..,��t 7-`�c,_i•��J �__ 1. I have received a copy of the system design including the City of Orono Septic System Approval Cover Sheet. ��`J 2. 1 will be installing the following: A. Tanks: x Precast Concrete Other Manufacture��d�/r� �.P�� Tank Capacities: l)�,��51"c gal. 2) E9rd gal 3) /S� gal B. Pump Station (if required) Pump make & model��c,yr�� /�,q</ (attach pump curve & literature); system desig rn equires tfZ� gpm at�� feet of head. High water alarm make & model �F ,��y(�,/gc,�' �'�,E- �r,1: Outside electrical work to be completed by installer�electrician other. �1��.� ��.�-� C. Treatment System: j Trenches: s.f. � ` Mound Depth of rock below pipe " Roc d dimensions /� ' x 6� ' , Drop Boxes Sand bed dimensions f�' x��'x yJ � Distribution Box Pressure Dist. Pipe Diam. -Z " Manifold Pipe Diam. L " 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 instal lation permit, agrees to do all work in strict accordance with 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. Signature of Applicant Date:/a�p`d,� MPCA License No. ��{2�/Z�3�l -------------------------------------------------------------------------------------------------------------------------- Staff Review: Approval Denial Reviewer: "J�Y�0.� Date• � b- 1 � -' d � Reason for Denial: . .,, � � �' ��.�,, . � .�� ,f � � ME40 SERI ES � �o(� G�N �,DP,��AL 4/10 HP Effluent � and Drain Water Pumps �a� POWEA&FLOAT COj2DS �.uG DII�IiENSIONS � , 9uick-connect,watertight Replaces switch crssembly � � fittings are inte[�hange- for manual operation. i * � �o � able,replaceable from _ ,,-� L--- Pump extenor. 8 - ,9 (381mm) . D�scharge � � BUII.T-IN OR PIGGY-BACK -_ � � � a ��ANICAL FLOAT = �M e � , � . o.�. Mercury-free, o 90°angle o operation. ° --_ = i o s oa — (�44mmi — ilcP. . � '29t5mm) — %�� ..�N.. �0��U.S�Cii 1 I� I -- � I Cast iron 1or efricient � ' � - - - _ - heat transter. � -- ----__ _ __ OVE1tLOAD SW11Y,'S -� � — - =l--- — Built-in to protect against � �.___, � � _ overload conditions. — -- d�, � 4/10 HP MOTO�t � �, °�� g�3 1600 rpm,60 Hz, 115 or - -" 230V,single phase.Oil- -" cooled and lubricated. _ � � �a AOTA�Y SH1�FP SEAL ': '�'�. . �d.. Carbon,cenamic faces. `-,', m m ' �P ' � � � � _ �'.�L:L� l � C - __ . . - �\ I � --- -�i-___ --t PERFORMANCE CURVE � - � _ �Lz_�<<, CAPACITY LITFRS PEq MINU'fE .___.'_ � (7 .,. '.(�n ISO 200 250 300 .35C1 �" ao � i� VOLU1'E/II�ELLEA SEAL ss RING i o Maintains high efficiency � sc W �d reduces reci�ilation, � � replaceable � " 8 Z ENCLOSED TWO VANE � ,�� 6 � IMPEI.I.EA High efficiency,passes HIGH EFFICIENCY ABS o '` 3/"sphencal solids,with VOLUTE � � � - 4 0 stainless steel wear ring Corrosion resistant.Passes '° � � '/a"spherical solids. 1'fz" � z Tf�tiJSf WASf�R,S[.EEVE NPT discharge. i BEAAIIdGS Entxa�ce snooth o n�tion ° o � 0 IG 20 30 a0 50 60 70 BO 90 100 and extend pump li1e. c�P�c�rv OALLONS PER MINUTE K3319 4/93 � printed on recycled paper Pnnted in U.S.A. �J � F.E.Myers,A Pentair Company PRINTED WITM �� 1101 Myers Parkway SO'YINK Ashland,Ohio 44805-1969 419/289-1144 FAX:419/289-6658,TLX:98-7443 ' SEPTIC SYSTEM APPROVAL 7 , T � ._ ��Q �oP� � �' - O O �a r ��., � CITY of ORONO !4 Municipal Offices �� 1 ' G~ Street Address: Mailin Address: l9 ,¢�, g kE8TrI0 2150 Kelley Parkway P.O. Box 66 Orono, MN 55356 Crystal Bay, MN 55323-0066 Owner C�� ; 5 MC G f q n� Phone (Home) (Work) Address a 1 a o �=ox St c e��' City O C o�o State Mnr Zip Site Evaluator Steve 5�1��e�S State License # (oa7 Phone# 763— t-1q�- 3566 Type of Establishment: Single Family �X Multi Family Commercial Garbage Disposal Yes No No. Potential Bedrooms 6 Est. Gallons Per Day �10U Water Meter Required: Yes_ No X Soil Sizing Factor . �3 Perc Rates P-1 �►.3 P-2 ��.5 P-3 Io•q P-4 16.o P-5 P-6 P-7 Restricting Layer Depth B-l�p'' B-2 34'� B-3 34 `' B-4 d�� B-5 aU„ B-6 a4„ Type of Treatment System: Standard �( Experimental Alternative Pressurized Mound System X At-Grade System Gravity Trenches System Pressurized Trench System Gravity Trenches W/ Lift Pressurized Bed System Holding Tank W/ Alarm Septic Tank Size IaSO +i000 # ofTanks o� Lift Tank Size �saU Pump Brand GPM y a 9 p r� Head I 3� --r-- Treatment System: Minimum (�o x�s) (41x to6) Square Feet with 9 inches of rock below pipe Type of covering �Fabric X Other 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. NOTICE TO INSTALLERS: Any changes to the approved plans must have prior approval ofthe inspector (952-249-4600) Call for inspection 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 the primary and alternate sites are protected. NO VEHICULAR TRAFFIC OF ANY KIND is allowed within 20' oftested drainfield sites ever. ACCEPTED >C DENIED By the City ofOrono subject to existing regulations and thefollowingconditions: OI� fi��Ks rn�5-t �� «�5�.�� By: ��. 6_y _o � Matt Bolterman, On-Site Syster�is Manager Date Telephone(952)249-4600 • Fax(952)249-4616 www.ci.orono.mn.us � ' � � J-P TESTING� �NC. Steven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michaei, MN 55376 •��3- 497-3566 FAX �L3--497-5011 State License#394 August 6, 2000 Chris McGrann 2120 Fox Street Orono, Henn. Co., MN This site has an existing on-site sewage treatment system. The existing house and system will be abandoned for new construction. The existing tanks will be abandoned, pumped and filled with soil. The existing wefl wil! also need to be abandoned. This on-site sewage treatment system is designed for a Type 1, six bedroom home, in accordance with the Minnesota Pollution Controf Agency Chapter 7080 and local ordinances. The soils on this site are a clay loam. The seasonatly saturated soils were located at 20" to 34" (redox features). Due to the seasonally saturated soils, a Pressurized Mound System will need to be installed to treat septic effiuent_ The bottom of the rock must be located at least 3' above the saturated soils. The soils at a depth of 12" have a percolation rate of 18.5mpi. A lift pump will be needed in the lower level to keep the tanks shallow. A pumping chamber will need to be insta{led to lift the effluent to the treatment area. The power supply and switches must be located outside the manhole and pumping ci�arnber in a weati��er proor' enciosure. k warniny device must be rnstalied with a iight and sound device, this is in case of a pump faifure. ��StEM i3 DESIGNED fOR „�,_BEDROOMS. �t�S�� Of B�Et�KO�� The manifo{d and supply line pipe must have back drainage to the pumping chamber. The distribution pipes shall have their ends capped. Be sure the rock and sand fill material are clean. The sod layer betow the entire mounded area must be tumed over, just break up the sod, be sure not to over woric. All neighboring wells are {ocated greater than 100' away from the proposed treatment area. Keep afl heavy equipment off of the proposed treatment area before and after construction. The treatment area should be marked off before construction. This Design is not valid & the system wiil 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 efftuent effectively. Nothing other than human waste, toilet tissue, laundry, showers, water softener etc. should be disposed of into the septic tanks. Iron filters must be diverted out of the system. Garbage disposals are not recommended, due to adding more soiids & fine solids passing through to the system. Excessive amounts of soaps, anti-bacterial soaps, cleaning agents & chlorine agents may kill the bacteria needed to treat septic effluent. Additives are not recommended. Recommend to pump 8� clean your tanks through the manhole by a certified pumper every 2 years. Check with your pumper to set up a schedule. C��. C� Steven B. Schirmers 2 / - � � � � � � � . . _ — — -- ---- --- — ` ', ' 3 �� -– �_ — -- —------- �� w � � , �� , �,: - �� _ o � ; �, �� — �,�;�.-,�_�.��._ " � � s, C z�', � �'� . . ___ I � � � . � �� . � ��_ �_- �-i fr1-.�-✓`"1 i��\`.�+,�'l'4. �� - . 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ID2� � j�.� k \ �C1.1 �J \ - i I rr�� % . ,.�.:�T•-,f<e, ,, _ — 95` I �. �,�„�I '1 - r /- -=Q - - - - -- �- --_, - --- � NI � , �� .r• .� 4:� �� - � _� �, � iI ��s'K ,,-frnt' r - y ` ''ni +`+,.� � �t.i _v � � L'.-: :. x�- �'' : �c�� i / I �� ri 4 � _1��w� , N � ( Q' � �'� . _� - , � I � � 1 , �y. \�� ' r... .._.�-�__�l�—T. �l �-J. _.___. ._.__._. . . _ —_-_ _"__ . _—_-.______..___ ` '. .._ . ___. � . - -� �`' , 44' zl' 'i � �5.91' �i� 3.� Y_ 33� 4-s' i9'�' 13��__ . _ _ _ _ ; . _'-'� --» _-__—.—_.—_—.._.__--__�t_ . .�-:> _ . . __ . X _ _._.. . _ _�_._ ___ . y__—=__ .y�_-__—�r—y�_. __ — - .___'_�—=�( _—_- --_ __. __. '�'�T�1 � — _ . , -� P�YJPERTY OF= ��5 i��C�i' ,=�.,�,v �;�-� �.s, )j-` -�O`�.i�i' -c ��J �Pelcolotion Tests Scole= � "i�oL� ' I a'� �'��%'�- �,�'�,,, ,�' - , `rSoil Boring5 Z\Zp r �:�X �T t2�E-T r- _ - /,'�o, !l - ' - - - �Benct: Mark J��o��,� �. c_,• _� _ _`� , � Note� This system is to be constructed to meet the M�nnesoio Pollution Controt Agency $-P TEST/NG/NC. Chapter 7080 & Local Ordinance " _ Deygred By:- . ' - Note : Check ali undergro � utilities po:e �/�/_, �t-i.6�2 '�7-3`' �!� � - . , � /� � _ FoGY- t3'E-p � � — — 4- � - �= , „ -ToP o�_5R1Jo '. . F\�-�..' - -3'-'- � '' 9 P�A� v�� - _� SET- BACKS � -�I .I, /o' .� :;�;, �J - 1 HOUSE System must be� Tank �� from properfy lines X - S��-f�c��.1 ��}S�L w�,o-�� . �'�� from wells ��_% from b'dgs. � � �.-5L>',s"�. � Treafinent orea =�frcm lakes , ;�3��s Treatment area � from property lines NOTE� Power supply ond switches m.,st be iocaied in a M�N No c�S m.�n t�." ' � �f�.�-(.r� w e a t he r p ro o f e n c b s u r 2 o u t s i d e t h e p um pin g chamber and manMle BqLCF�«- � from we Is�,,,�a�xso, -�---- ---- "��f rom b!dgs. --� , '-----�� :� ��.� � from trees � --- ------ ;; ,J--�. .� SOIL BORI�G ELEVATIONS - --------'j _=i'' do min. f i � � �' i I� �� I , „ - - T H�I E L.- . ��, � �� _ ��-'---�� ' � ��s-� ��,-,-� ,.�i� ,��__ � . . � — do.su TH.+2 EL..- ��..; ' � grnde_ % �� fi �� }� ��l��j �rop to Tank T�n� � Tank ��, PRESSURE DISTRIBUTION MOUND SYSTEM Th r3 EL.-�''-� �c t�.)-c:X- �-4`�T L -�o I » � � ��-�_ ��a,�,�v�o. Th. 4 El..-'�, ? tT� 'SF�.�� t�: 5�;=.ti . , .,�M�IfI. ��10 81 . . �Pumping TH`5 EL.-.J�:,; ---_ __--___--_- Max.l��to4� � ��P '��-1�S SH'A�-�-ovJ E�EI/A710V ot PROrOSED PIJMPING S��L � i� Chamber ^ i'�r.�:�ti_. ,-��,.�.-T <,n,�� 4 l0 6 dio.pipe CHANBEn- - �,,�, ��. _ . -r�<- o�� :��-;os'. ,�.��:i- 1��r?`;��_ol b,L:` SYSTEM DESIGN -MOUND _. TYPE—�, � BEDROOM , Ave�oge percolation rate ��•S min./inch (design.83sq.ft treatment orea pergal. of daily sewoge flow) �� gaVday x.83sq.ft�gol. `�%- � sq.ff.of treatmenf orea +10% _ — sq.fi. (.= IOfi.width= `�� fl.length of bed area+side slope run�to i x v'_'-� heigh�= -� � ft.x %�=��= ft.lown•area needed) �''-'' � Clean rock needed—�`��' sq.ft,treatment area x � �,` depth d rock=�r'�' cu.ft=27= �� cu.yds.(3/4�to 21/��dia. ,includes 2�of rock above pipe) �A��. S,a,.s,-a ��- /. '� �� Clean sand fill below rock needed ��`� cu.yds. opprox. , sandy loam twck fill "V� a.yds.approx., topsoil 6�� `�� cu.yd._R-�c.o1-�Mv�v_ -�o_�v� tioho -lo '�OQSOIL %- == G�•�{q s t.v�lsN�o ^ _ _ � la."Loo5��11.L= !o" �1�-,_�L) Number of ianks required � , Ist tank�">`-= gol. , 2ndionk!�=�' gal.minrrxins �..us P�-tmP�Nt� LN�AmpE.R-- � Pumping chamber capacity- 25°/a of daily sewage f bw of '�='� gal.=A 1'�gal.+reserve s'oroge of 15 0�?],/B�- =- gal.+pipe bock drninoge— o ' }',.,,�,-� ,�,, � ��.��,� � of ! �' I./IOOlin.ft.of=Mdio. su i e lin.ft.needed '� � 1 a i 1=i � � ROPERTY C�� y� 9� PP�Y PP , , gal:+ manrfo.d_gal./Ip0liRftof=��dia.pipe, I�.fi.needed.� , a gol. - _ - - total capacity needed %;c� gal.(Plus area for pumP) us� rn,r,. ; � . = ga l.ca P. -��,�- � - �� ,.-.,�� . 1-��_ _" � � ' Distribution pipe � '=�dia. , � �`% lin.ft., �''��dia. perforaiions ��= ��oporf Pump s¢e ''�� hp. (pumpable copacity ��- gal. 4cycles/day) �ISE� � � � H�f�o PRE�s J��Se��-U� � � aal � ��1-��-- S-P TEST/NG /NC. No!e � When corulrvcling bed -- , tras orea shoub be s` ,ed Note� Distance from treo!rr,ent oreo to neighborinn v,��s— � pes;gned 9y� "/ - �-' � ' � . 10 divert run-off from eniering treo�menl orea. � � � _ � i � Do'e� %/_/-_ , PH. :-�97-3566 MOUND DESIGN WORKSHEET � � � (For Flows up to 1200 gpd) A. FLOW ��a s�.t.��,c,��a� Esti.mated �'` gpd "�°°' �°' �°a �`° � or measured.=x 1.5 ==gpd. s �oo us iao � 4 600 3�75 2� nh B. SEPTIC TANK LIQUID VOLUMES s �� , � gallons a sco s2s m � � � ) J.�`� �' ��!C'-�� . � �Q� � � r , � I �� Q�S � Q , I CdV C. SOILS (refer to site evaluation) 1. Depth to restricting layez��`��_�,,=,inches feet ��+ �.�r �...uw uw ar�,-*� -+b�..�,� 2, Depth of pezcolation tests = �=in�� ''`" `"'°'' `'"'""'"' ""w 3. Texture ��=r=; �� ` Percolation zate i g�.mpi '�:' �« �� 4. Land slope � % ,'�", '�' "� � D. R K LAYER,D I 1. Multiply flow rate by 0.83 to obtain z�equired area of rock layer. A x 0.83 = �✓` gpd x 0.83 sq. ft./gpd = ^��_�,'� sq. ft. 2. Select width of rock layer (max �.0' if <120 mpi max 5') _ �� ft. 3. Length of rock layer � area +width= � � .. .�.� ""` • "' r .�,�,� , • �' _, � gq. ft. + =__�• — � � - f�. ��, .. ,��,b�p. , � Width �� ft � . <120mpi <10' �n�—�--fr >120mpi c5' E. R4CK VOLUME 1. Multiply rock area by rock depth to get cubic feet of rock;'�y� sq. ft x�'-- ` ft. = �`�� cu. ft. 2. Divide cu. ft. by 27 cu. ft./cu. yd. to get cubic yards; �� cu. ft. +27= c=1_cu. yd. 3. Multiply cubic yaxds by 1.4 to get weight of rock in tons; �`;� cu. yd. x 1.4 ton/cu. yd. _ �' ' tons. F. ABSOR�''I'ION WTDTH Maorpdoa VYldtn SFzin�'hbl� 7,, Percolation rate in top 12 inches of soil is IS•S mpi r.�a�ea.i�.a� o.u� ��,,�. Mi�perlsd� ShcTacen �e pa �� Textvse � �-�� -o�� , � r� r r..r.m.,a� c,o.n.s.ee �Zo �.00 0.l p! i�od 120 1.00 .2, Select allowable soilloadino rate from table; a�p s �,a� o.�o ioo O 1 a l3 S�eey L�n+ 0.79 1.32 i ' 16 a 30 Lo�m 0.64 i00 , -� ; gpd/f� :�b�o C�1'ry�� o� z� • ' 60 w 120 C1+7 0.24 5.00 3. Calculate adsorption width ratio by dividing rock layer I �'°""°r`'�° I `a''' I °�' I °`" loading rate o£ 1.20 gpd/ft2 by allowable soil loading rate; 1.ZO,gpd/f��'_gpd/:�_ . �� .�,. � 4. � Multiply adsozption width ratio by rock l.ayer width to get zequired adsorption width; �.u;, x ;,-, ft = :�� ft = G. DOWNSLOPE BERM WIDTH si��: `�=' �, caY�r i� 1. If landslope is 1% or more, ibtract rock layer width from adsorption width , t R«�1 �-�o p y .c�"�i. ,"'�� to obtain m i n i m u m d o w n s l op e b erm toe - u{ aean sand.� . I ;j feet ` ��P��.' _ - ft _ r ; ft = atural Soil `� • 2. Calculate Minimum mound Size a. Determine depth of clean sand fill at u��wa�, Downslope Width upslope edge of rock layer: Ro�wa�n Absorption Width 1 Separation 3' - �� =�= ft = I� '^ feet �� b. Add depth of clean sand for separation (2a) at upslope edge, depth of rock layer (1 foot) to depth of cover (1 foot) to find the mound height at the upslope edge of rock layer; �' � ft +� lft + lft = � feet � -� - `. c. Enter table with landslope and upslope berm . . uPsioPe w�atn . ratio. Select berm multiplier of ?.�� -. ' `� ` ;UpslopeWidth :o°oe'.�pa��.� RockBeti ?o.oea.�oo :UpslopeWidth d. Multiply berm multiplier by upslope mound __ Qa< wd�n ;� ,a � 7�e�6opOoe. ,, o�QGo�6Db D height to find upslope berm width: 4�t ,`` , Qa;n`oa°:ap o p�`a��°40'ao D�� ; x = ` % feet 3 ;: e. Multiply rock layer width by � . : _ ,: l an d slo e to determine dro in elevation; �° ° ��lo�w�a�n �� P P Absorption Width�Z x �� %- 100 = • Y: feet _ . ._.. , ,;, ._ _. f. Add depth of clean sand for slope ` � ' Total L.ength /1 1 difference (2e)at downslope edge, to �.e mound height at the upslope edge of rock layer (2b) to find the downslope height; -� ft + `� ft = "� feet g. Enter table with landslope and downslope berm ratio. Select berm multiplier of �_ � h. Multiply berm multiplier by downslope mound height to get downslope berm width: x �;.�<� - -� feet BERM SLOPE MUL'TIPLIERS i. Compare the values of step G.1 i '> and Step G.2h a=- r.�a DOWNSLOPE UPSLOPE Slope berm mulapliers for varioiss berm multipliers far various Select the greater of the two values as the �� o��d� �S�aa�ti� downslope berm width; - feet j. Total mound width is the sum of � a� 5� � ' � 4� 5� : �� a:� 0 3.0 4.0 5.0 6.0 7.0 3.0 4.0 5.0 6.0 7.0 8.0 upslope berm (G.ZC�� I 3.09 4,17 5.26 6.38 7.53 2.91 3.85 4.76 5.66 6.54 7.4! width plus rock layer width (D.2� 2 3.19 4.35 5.56 6.82 8.14 2.83 3.70 4.54 5.36 6.I4 6.90 plus downslope berm width(G.2i); 3 3.30 4.54 5.88 7.32 8.86 2.75 3.57 4.35 5.08 5.79 6.45 ft + ' ft + -� ft = '- 1 feet 4 3.41 4.76 6.25 7.89 9.72 2.68 3.45 4.17 4.84 5.46 6.06 k. Total mound length is the stun of upslope S 3.53 s.00 6.67 s.s� �o.�� z.6i 3.33 a.00 a.bz s.i9 s.�i berm width (G.'Lct) plus rock layer length (ll.3) b 3.0o s.26 �.�a 9.38 �z.o� 2.sa 3.23 3.ss a.a� 4.93 s.4� ' plus upslope berm width (G.2d); 7 3.80 5.56 7.69 10.34 13.73 2.48 3.12 3.70 4.23 4.70 5.13 � ft t � � ft + `-1 ft - �"_ feet $ 3.95 5.88 833 1I.54 I5.91 2.42 3.03 3.57 4.05 4.49 4.88 , � _, . - ��_,, 9 4.l( 6.25 9.09 13.04 !8.92 2.36 2.94 3.45 3.90 a.30 a.65 l0 4.29 6.67 10.00 15.00 2333 2.31 2.86 3.33 3.75 4.12 4.44 Final Dimensions. 11 4.48 7.14 Il.11 17.65 30.43 2.26 2.78 3.23 3.61 3.95 4.26 12 4.69 7.69 12.50 21.43 43.75 2.21 2.70 3.12 3.49 3.80 4.08 � � � X ��:� � ��',:��, �UMP SELECTION PROCEDURE A. Determine pump capacity: Gravity Distribution 1. Minimum suggested is 20 gpm 2. Maximum suggested is 45 gpm Perfontion Discharges in GPM Head Perforarion diameter Pressure Distibution f�� 3. a. Select number of perforated lateraLs � �/32 1/4 b. Select perforation spacing= J feet. i.oa o.56 0.�4 c. Subtract 2 ft. from the rock layer length. �.5 0.69 0.90 %� -2 ft._ ')� feet. . 2ob o.so i.o4 x«��y«iQ,�, d. Determine the number of spaces between perforations. a Use�.o foot si�,gle homes. Length perf.spacing= f/ ?, ft.+'---' ft._ �� spaces b Use 2.0 feet for anything else. e. --� spaces+ 1 = o.�� perforations/lateral f. Multiply perforations per lateralby number of laterals to ��,�' get total number of perforations. �� x � � _ �� perforations. - �,- � s per 5 r�rr g. � x �'�a= L � Spm. SELECTED PUMP CAPACITY y a. gpm B.Detemune head requirements: 1. Elevation difference between pump and point of dischazge. �_feet 2. If pumping to a pressure distribution system,five feet for pressure s�a�_��5�«m required at manifold if gravity system,zero. ��•�b�••Q� _ - � feet Tohl pipe Im� � 3. Friction loss a. Enter friction loss table with gpm and pipe diameter. w� ��,ati�� Read Eriction loss in feet per 100 feet hom table(F-14). P'�` ., ..----- -- - F.L. = P'. � ft./100 ft of pipe `, ._..........-- - b. Determine total pipe length from pump to dischazge ------------------------------------- � , point. Fstimate by adding 25 percent to pipe length for fitting loss,or use a fitting loss chart(F-15 feet). Equivalent pipe length- 1.25 times pipe length= ��x 1.25= -�_feet Friction Loss in Plastic Pi e c. Calculate total friction Ioss by multiplying P friction loss in ft/100 ft by equivalent pipe length. Nominal Total friction loss= :�. `/ x ��" � +100= a feet pipe dia. 4. Total head required is the sum of elevation difference, Flow Rate 1.5" 2" 3" special head requirements,and total friction loss. �� 20 2.47 0.73 0.11 L + � + � 25 3.73 1.11 0.16 ' (1) (2) (3c) 30 5.23 1.55 0.23 35 6.96 2.06 0.30 TOTAL HEAD �feet 40 8.91 264 0.39 45 11.07 3.28 0.48 50 13.46 3.99 0.58 C. Pum selection 5� 4.76 0.70 P 60 5.60 0.82 65 6.48 0.95 7n ��n 1.0? 1. A pump must be selected to deliver at least � - gpm (Step A) with at least �_ feet of total head (Step B). J-P TESTING, INC. Sfeven B. Schirmers • MPCA Cert.No. 627 951 Katydid Lane NE • St. Michael, MN 55376 • (612) 497-3566 FAX • (612) 497-5011 State License#394 LQGS OF SOIL BORINGS Chris McGrann 2120 Fox Street Orono, Henn. Co., MN Borings completed on 7-19-00, with a hand bucket auger. BORING NUMBER 1- EIev.105.7 - MOTTLED SO{L AT 20" - no standing water present in boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 20" Brown clay loam 10YR 5/6 20" - 34" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 34" - 48" Rusty olive brov+m loam 10YR 6!3 -mottles 7/1,6/8 BORING NUMBER 2- EIev.106.1 - MOTTLED SOIL AT 34" - no standing water present in the boring. 0 - 8" Topsoil dark brown loam 10YR 3/2 8" - 24" Brown clay loam 10YR 5/6 24" - 34" Rusty brown ctay loam 10YR 5/6 34" - 48" Rusty brown loam 10YR 6/4 - mottles 7/1,6/8 BORING NUMBER 3- EIev.99.0 - MOTTLED SOIL AT 34" - no standing water present in the boring. 0 - 12" Topsoil dark brown loam 10YR 3/2 12" - 20" Brown loam 10YR 413 20" - 34" Brown clay loam 10YR 5/6 34" - 40" Rusty brown clay loam 10YR 5/6 - mottfes 7/1,6/8 40" - 48" Rusty gray brown sandy clay loam 10YR 6/3 - mottles 7/1,6/8 Soil borings cont'd. BORING NUMBER 4 Elev.99.9 - MOTTLED SOIL AT 28" - no standing water present in the boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 22" Brown loam 10YR 4/3 22" - 28" Brown clay loam 10YR 5/6 28" - 40" Rusty brown clay loam 10YR 5/6 - mottfes 7/1,6/8 40" - 48" Rusty gray brown silty clay loam 10YR 6/3 - mottles 7/1,6/8 BORING NUMBER 5- EIev.106.3 - MOTTLED SOIL AT 24" - no standing water present in the boring. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 14" Gray brown loam 10YR 4/2 14" - 24" Brown clay loam 10YR 5/4 24" - 32" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 32" - 48" Rusty brown loam 10YR 5/6 - mottles 7/1,6/8 BORING NUMBER 6- EIev.102.0 - MOTTLED SOIL AT 24" - no standing water present in the bonng. 0 - 10" Topsoil dark brown loam 10YR 3/2 10" - 24" Brown clay {oam 10YR 5/6 24" - 38" Rusty brown clay loam 10YR 5/6 - mottles 7/1,6/8 38" - 48" Rusty gray brown loam 10YR 6!3 - mottles 7/1,6l8 2 CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing,Inc. on 7-20-00 starting at 3:20pm. Test hole location McGrann, 2120 Fox St.,Orono. Test hole number�. Date test hole was prepared 7-19-00. Depth of hole bottom�inches. Diameter of hole 6 inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 10" Topsoil dark brown loam 10" - 12" Brown ciay loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 7-19-00, 3:30pm. Depth of initial water filling is in h above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic siphon. Maximum water depth above hole bottom during test is 6 inches. Measuremerrt, Drop in water levei, Percolation rate, Time Time interval,min inches inches minutes r inch Remarks 3:10 refill 6 3:20 3:50 6 2-3/4 10.9 30 min 4�00 4�30 i 6 2-5/8 11 4 30 min _ _ _ _ _ _ _ _ _ _. _ . _ _ I 4:31 5:01 6 2-9/16 11.7 30 min � I I Percolation rate = 11.3 minutes per inch. CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing�Inc. on 7-2Q-QQ starting at 3:21pm. Test hole location McGrann, 2120 Fox St., Orono. Test hole number 2. Date test hole was prepared 7-19-(?�• Depth of hole bottom 12 inches. Diameter of hole�inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 8" Topsoil dark brown loam 8" - 12" Brown ciay loam �Iethod of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 7-19-00,3:30pm. Depth of initial water filling is 1 'n h above the hole bottom. �Iethod used to maintain at least 12 inches of water depth in hole for at least 4 hours is�utomatic siphon. Vlaximum water depth above hole bottom during test is 6 inches. Measurement, Drop in water level, Percolation rate, � Time Time intervai,min inches inches minutes r inch Remarks ! � I Water remainin in test hole 3:21 3:51 6 1-5/8 18.5 30 min 3:59 , 4:29 6 1-5/8 18.5 30 min - � 4:32 5:Q2 6 1-5/8 18.5 30 min I i i i I � Percolation rate= 1 5 minutes per inch. CERTIFICATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by�-P Testing, Inc. on 7-20-OQ starting at •23• 2� Test hole location McGrann, 2120 Fox St.�Orono. Test hole number 3. Date test hole was prepared 7-19-04. Depth of hole bottom l2 inches. Diameter of hole 6 inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOIL TEXTURE 0 - 12" Topsoil dark brown loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is 2 inches. Date and hour of initial water filling 7-19-00,3:30�m. Depth of initial water filling is 1 in above the hole bottom. Vlethod used to maintain at least 12 inches of water depth in hole for at least 4 hours is automatic si�hon. Vlaximum water depth above hole bottom during test is 6 inches. iI Measurement, Drop in water tevel, Percolation rate, , Time Time interva{,min I inches inches minutes inch Remarks 3:10 refill 6 3:22 3:52 6 2-15/16 102 30 min 3:58 4:28 6 2-3/4 10.9 30 min . _ - - _ -- I i 4:33 5:03 6 2-3/4 10.9 30 min I I Percolation rate= 10.9 minutes per inch. CF.R�'I(;ATION N0.627 STATE LICENSE N0.394 PERCOLATION TEST DATA SHEET Percolation test readings made by S-P Testing, Inc. on 7-2Q40 starting at 3:23�m. Test hole location McGrann, 2120 Fox St., Orono. Test hole number 4. Date test hole was prepared 7-19-00. Depth of hole bottom�inches. Diameter of hole�inches. SOIL DATA FROM TEST HOLE DEPTH,INCHES SOlL TEXTURE 0 - 10" Topsoil dark brown loam 10" - 1 Z" Brown loam Method of scratching sidewall is knife. Depth of gravel in bottom of hole is '2 mches. Date and hour of initial water filting 7-19-00,3:30pm. Depth of initial water filling is 1 in h above the hole bottom. Method used to maintain at least 12 inches of water depth in hole for at least 4 hours is�utomatic si�hon. Maximum water depth above hole bottom during test is 6 inches. Measurement, Drop in water level, Percolation rate, Time Time interval,min inches inches minutes er inch Remarks 3:10 I refill 6 3:23 3:53 6 1-7/8 16 30 min � � � 3�57 4�2_7 6 1-7/8 16 3� m�n � _ . _ _ _ _ _ _ ___ _ _ ---- - ___ I 4:34 5:04 6 1-7/8 16 30 min � � i — � Percolation rate 16.0 minutes per inch. � • F=R �;; REOWOOD, CEDq� OR WATER TIGHT 8� LOCKABLE ELECTRIC BOX—� TREATED POST (4 x 4 min) ' PLUGS OR ELECTRIC CONNECTIONS— �'ALL ELECTRIC CONNECTIONS MADE � 1�:51DE BOX 2' PVC CONDUIT SCHEDULE 80 6.SP� LOOP OF POWER CORD FOR MANHOLE COVER CHAINED a LOCKEO SETTLEMENT SEA�ED MANHOLE RINGS FINAL GRADE �' AT LEAST 12' ' '� ` BELOW GRADE UN I OtJ WIRE FROM POWER SUPPLY - � PIPE IS LAID ON A UNIFORM SLOPE FROM • /�� , FOH PROPERNORAINBACK�L 7REATMENT N2EA SEA�ED TANK COVER �IF PIPE AT TANK MUST BE LOWER THAN UNION. TO GET E�EVATION FOR DRAINBACK, PLASTIC ROPE OR CHA�N A �/4 INCH WEEP HOLE MUST �E USEO WITH ANCHOR—� — WEEP HO�E ALARM FLOAT ON SEPARATE � ELECTRICAI. CIRCUIT NOTES� EIECTRICAL WIRE FROM POWER SUPPLY START �V�9_ � _ MllST NOT RUN OVER ANY 7ANKS BUT • r ' MUST BE LAID BESIDE 0T11EF2 TANKS � 3� J `� AND tv�UST BE PLl10ED IN CONDUIT ALONG POST _ SHUT_OFF 4E,V��Q_ _ __ _ _ ELECTRICA� CORDS FROM PUMP AND FLOATS MUST BE RUN THROUGH CONDUIT. WIRES CANNOT HAVE GROUND PUMP CONTRO� FLOAY CONTAC7. Q�� : ; Figure F-8 . METAL COVER �.. _.�-. Y _�_ •� � �, y ! � � � �' � � �� '.y:,. ; . ; 1 .�:�� f: � �'Y� I > i � � � , � � � �Yc `v � ' ��i�::r_ _�_:.. I . CONCRETE ,�,+�' MANHO�E ' ' RING METHODS OF SECURING MANHOLE COVER TO PREVENT UNAUTHORIZEO ENTRY Figurc G 14 , ; � 1 ' • • + �. `� /'� VERTICAL SIDE'1�ALL SEPTIC T�1K -�� /—FINISHED GRADE -�AT LEAST 6�TO 12" SOIL AT LEAST q' p�q, COVER 4� DIA.� �� AT LEAST I" ' � AT LEAS7 I" Mlrl �. � �•:••�... •• _ �� .. � T , A DIMENSIONS FOR TANKS WITh4 VERTICAI. SIOES A ' ~_ �l WID7H. W 24' MINIMUM ._ LENGTH, L 2 TO 3 71ME5 THE _W107H B pIAMETER 60� MINIMUM , � l , OEPTH, 0 30' MINIMUM: 78�_MAXIMUM C � —•L A 0.2 � � - •AT LEAST 8 � �� 6" MINIMUMi_0.2 0 MAXIMUM _ 6' - 3" � - �o.a o .. .-----� •-AT LEAST 4 FEET--- -' -"�' w�Es: � �. sN,�w�r�[Csnttrti�r�u,cnESwDwaE�F.n �. ►W+t�EOUvfRSS+vllfiElOUtEDW�t�It+I7.u+GiEi 7. l�rt�ywIUCO��EO��a�EwNiqtCS.?o'lE�St f T i E�•w+�KXE 13 V+�11 R1 N X�+O 4!Of 1 i�C S��E • (11MfJNONNUlOCA1F�M'�I�IHIf[EIOr/�LLTNnc `. �rKN��a�f�E��EMF.1�U0(',f4�tC'�'f.µU wKts. NEu1F!t PW�t oH aKrlE Qv�LI t!E Ho LEss ti w+t wu 4s �. iw.rs'fCtid+rrEO�nTI.E..�7��+t�KsfM�+XiiEn a�n�waatEs+vk�nt�oc�tEoovtnD»f�fi+v�+E�� i. ion�io��Zcxn^Lc�ri�RX14KN.1M+K�0�ti+C��fK7t+�tSo.tA N�p�I LC I p6V I('LR.1 ME CL'!11 El l l►r[Of 11 f; !`w`ES s+Ni1 OQ 11�C R�/�S 11�E CCNI L'�1 NE f1i/HE AND O�r.FNSiON C 1�O.�Sn. ONiIEO�KN►�C]dItNMlNItlCE3 A11N1uW'D'LC�4� 1'IK►VS1 HE lOr'J�1lUbCIv.fLN 11R.1{EI M41fA111 C1 ON f lE S. , — � PENClI. � �� .a ' � .�•.. ,� , 2p' E rr ' c " r . � �' Mar�u+ : ��'```' y �r s �;. � :: 17�ET SCUM �� li OUTLET • �, ,� ��ti;'�OtltLET LEVEL .�,r.,'� � .`�. Y S'. —••�___•_ � _ � � < _ SCUM CLEAR SPACE = �, CLF�1N OUT TAN}C WN£N� i —�� - - _•. �,��••c — i �' A IS,3' 0f2 LESS OR ��' — --" "— � '8'IS 12'OR LESS Y 0 :, - - = - _ - t 1 � -0 ;�.. . ,,: `' Y, t`��i'�i . ' . . • : •�� . . . • r .;; BLACK COIAR Y' � �`�1��;;+��;:.'• SLVOGE- i?. � DISTINGUISHES SLUDGE ,��,.•.�•�..� �' .', IAY� FROM LiQUID I ,r�•�•"�:�?,'; • • ;•• . ., �!�'� ' ;'�.. :3:r" ��" MEASURE SCUM AND SLUDGE ACCUMULATIONS IN THE SEPTIC TANK f �� /-' r' �� /DATE TIME CITY OF ORONO O,_, VcALLED IN INSPECTION OTICE � SCHEDULED �-��'d� 1 a-�� PERMIT NO. COMPLETED r�-��-r�` )/'� r'! ' ADDRESS ��d� F°X S J' OWNER CONTR. �r��'n��^`�' TE�EPHONE NO. � DESCRIPTION .SPOftL KD�� - l�JF' ty� 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 2�EPTIC MAINT. 21 COMPLAINT Q 07 DtMO-FINAL � PTIC INSTALL. 22 FOLLOW-UP i 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL �,/ 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOUy�YES_NO � i , � COMMENTS:" '_ �II� R:J�;� St, -r,� ;�` �'-�� K�, � ^� ,. � . ��' i��%�� .. � � � J " � �,�,"G,�[-r�:;n-� ��_ r jr'� �.s'' �<l; O '' ��r �t' �� ,c �, r��1 1e � ��,�'--�-- �df�r,r}. _ � . � — -�,�� -,- G ��, ,c�7 x �� x � � T�,��J w _ � --� �� ,��,\� ;_ ��,,�� ,�r�� <� �5��:.�,� �,� . Q � � �-n�'� �` C l`�\.�C�� i'�}� W " ��('-,••,.T._I � ``. Ci'�1-�! V r[ie. � 'LlC�/ . � W , �C __ ..� ,�� _ X� �,• ��/��.�' � d �ORKSATISFACTORY:PROCEE C PROJECTCOMPLETE W � �l CORRECT WORK 8 PROCEED !-' ISSUE CERTIFICATE OF OCCUPANCY W O Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECT UNSAFE CONDITION WITHIN HOURS. ;- PHOTO TAKEN INSPECTOR WILL REfURN ❑STOP ORDER POSTED.CALL INSPECTOR CITATION ISSUED G INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Cali for the next inspection 24 hours in advance. 249-4600 OwnerlContractor on site: ' �y��.1�,�. _��t.`,�,-��/!.rr�_, Inspector. White Copyllnspector's File Canary CopylSite Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE SCHEDULED � � O.i,Qr�. PERMIT NO. COMPLETED '' ��sa'D ADDRESS OWNER C q Z CONTR. TELEPHONE NO. �---� ( ___� � DESCRIPTION � t . KP �Y) � � 01 FOOTING 11 MECHANICALRI 16WELLTESTPUMP Q 02 FRAMING 11 MECHANICAL FINAL 18 EXCAVIGRADINGIFILLING y 03 INSULATION 24125 WOOD BURNER/FIREPLACE 19 LAKESHORE/WETLANDS � Z 04 WALL BD. 12 WATER HOOK•UP 34 TR L Q 05 FINAL 13 METER SETITURN ON 17 SITE INSPECTIO ti 07 DEMO—SITE 14 SEWER HOOK•UP O6 PROGRESS � 07 DEMO—FINAL 27 SEPTIC MAINT. 21 COMPLAINT = 09 PLUMBING RI 15 SEPTIC INSTALL. 22 FOLLOW-UP J 10 PLUMBING FINAL 23 SEPTIC FINAL � OWNER/CONTRACTOR TO MEET YOU:_YES_NO � , n � COMMENTS: �� +� pY A+�� W a � � 0 a � 0 � W � Q � Z W � W � � d W ❑WORK SATISFACTORY:PROCEED ❑ PROJECT COMPLETE � ❑CORRECT WORK&PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY W � ❑ CORRECT WORK,CALL FOR REINSPECTION TEMPORARY V BEFORECOVERING PERMANENT C CORRECTUNSAFECONDITIONWITHIN HOURS. L pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR �1 CITATION ISSUED ❑ INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance.47�7357 OwnerlContractor n 't : � Inspector. � White Copyllnspector's File Canary CopylSite Notice � DATE TIME CITY OF ORONO CALLED IN INSPECTION NOTICE C� �iy�`- SCHEDULED `�—��-�3i �-IJ�) PERMIT NO. � � (/ COMPLETED f ` � ��•: �• � ADDRESS ��O �X S � OWNER CONTR. `. . � � `'�1 �- TELEPHONE NO. � DESCRIPTION __��',D�' � �/L� lu 01 FOOTING 11 MECHA ICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 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 J 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL � 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOR TO MEEf YOU:�YES_NO Z � COMMENTS: a � �,�: �� - . J', ; r �� r� + 1 J� � - �r�3.- 1� ; � - r, � 0 � �C '°" ,� �� _ •j 0 � w � Q � z W � W � � d�`i�ORKSATISFACTORY:PROCEED ,- PROJECTCOMPLETE W 9 � [� RRECT WORK&PROCEED �1 ISSUE CERTIFICATE OF OCCUPANCY W O Cl CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT C1 CORRECTUNSAFECONDITIONWITHIN HOURS. pHOTOTAKEN INSPECTOR WILL RETURN CITATION ISSUED ❑ STOP ORDER POSTED.CALL INSPECTOR L; INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-460� OwnerlContractor on site: t�. . � Inspector. � � ��`� r� � � White Copyllnspector's File Canary CopylSite Notice � DATE TIME CITY OF OR O '��` �I ��ALLED IN INSPECTIO NOTICE �;� I � SCHEDULEO I b-\�� '-�� PERMITNO. coMP�ErEo �O' ��v� ..�-�v� ADDRESS ��' F�� OWNER �-�!'��S �^LI�:�n�� CONTR. ��ePc�-lr„�,� TELEPHONE NO. � DESCRIPTION ��P'� � L �� l� 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DEMO-FINAL �PTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL Q OWNERICONTRACTOF TO MEET YOU:_YES O ��„ COMMENTS: r ��`� � ��' �� i � � 9�"�"` w .— � � � : �S e� - ,,. ; � S d 0 � � �� o .� �� e �S M t.. � � � -- 1=.�a� �tr k .�,� �1G� � Q � z w � w � j d WORK SATISFACTORY:PROCEED PROJECT COMPLETE W - � f� RRECT WORK 8 PROCEED C ISSUE CERTIFICATE OF OCCUPANCY W Q L_I CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑ CORRECT UNSAFE CONDITION WITHIN HOURS. . pHOTO TAKEN INSPECTOR WILL RETURN f7 STOPORDER POSTED.CALL INSPECTOR CITATION ISSUED ❑ INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-46�� OwnerlContr c�n s� Inspector. `'ulJ\ , ., White Copyllnspector's File Canary CopylSite Notice ✓ DATE TIME CITY OF ORONO CALLED IN INSPECTION TICE SCHEDULED �— PERMIT N0. � � �� COMPLETED T��—O� l •�v ADDRESS �.�� X 5't- OWNER CONTR. p'�fie��°� �� ' TELEPHONE N0. � DESCRIPTION Q I U '�.��5 (.��S�t�) � 01 FOOTING 11 MECHANICAI RI 18 EXCAV/GRADING/fILLiNG Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL Z04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Q OS FINAL �SEWER HOOK-UP O6 PROGFESS � 07 DEMO-SITE / 7,6EPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL `5 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 SEPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YO . YES_NO � COMMENTS: � W C o �`c� �e � .� a�K� were. � Q.� �p� �- ��5�.�a. �o�>�s � � Ke � 0 o �� «� �� W � Q � Z W � W � j � ❑WORKSATISFACTORY:PROCEED J�I PROJECTCOMPLEfE W ❑CORRECT WORK&PROCEED , I❑SSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPOFARY � BEFORE COVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. p pHOTOTAKEN INSPECTOR WILL RETURN ❑STOP ORDER POSTED.CAIL INSPECTOR �CITATION ISSUED O INSPECTION REQUIRED.CALLTO ARRANGE ACCESS. Call forthe next inspection 24 hours in advance. (g52) 249-46�� OwnerlContractor on site: Inspector. �1'�� 'v'�`�, White Copyllnspector's File Canary Copy/Site Notice DATE TIME CITY OF ORONO CALLED IN INSPECTION TIC/� � SCHEDULED �-a�-o� �� PERMIT NO. �� ?'� �/ COMPLETED �Z-4--{)-L ADDRESS � �� .�1� OWNER CONTR. Tt'�� I60 l� TELEPHONE NO. � DESCRIPTION S�D i'�� F:nr�1 � 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING Q 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS y 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 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT � 07 DEMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP i09 PLUMBING RI �SEPTIC FINAL 35 HARD COVER REMOVAL v 10 PLUMBING FINAL \/ 36 FOUNDATION/REMOVAL � OWNER/CONTRACTOR TO MEET YOU:_YES�NO / \ � COMMENTS: a -� p� �t� �,�v �lL j — � !1 C e(�^�CP� e'�. � -� �d�!r� � �. � �^� :M o tti ��1 � .,..,�.�� O `� ��l h�e� S c�,p��1 W � Q � Z W � W � � � ❑WORK SATISFACTORY:PROCEED �'PROJECT COMPLETE / \ � ❑CORRECT WORK 8 PROCEED ❑ ISSUE CERTIFICATE OF OCCUPANCY � ❑CORRECT WORK,CALL FOR REINSPECTION TEMPORARY � BEFORECOVERING PERMANENT ❑CORRECTUNSAFECONDITIONWITHIN HOURS. ppHOTOTAKEN INSPECTOR W{LL RETURN ❑STOP ORDER POSTED.CALL INSPECTOR ❑CITATION ISSUED ❑ INSPECTIONREQUIRED.CALLTOARRANGEACCESS. Call forthe next inspection 24 hours in advance. (952� 249-46�� OwnerlContractor on site: Inspector. - '"`�l �+�_ White Copy(Inspector's File Canary Copy/Site Notfce � DATE TIME CITY OF ORONO " CALLED IN INSPECTION NOTI scHEou�E� 5 Z�-�� '-c e PERMIT NO. �O L�, COMPLETED S^2Z dZ �� ADDRESS a�� 7` S'� - OWN ER CONTR. TELEPHONE NO. � DESCRIPTION __ .�e p 3',t.-- �',�� lL 01 FOOTING 11 MECHANICAL RI 18 EXCAV/GRADING/FILLING � 02 FRAMING 13 MECHANICAL FINAL 19 LAKESHORE/WETLANDS � 03 INSULATION 24/25 WOOD BURNER/FIREPLACE 34 TREE REMOVAL � 04 WALL BD. 12 WATER HOOK-UP 17 SITE INSPECTION Z Q 05 FINAL 14 SEWER HOOK-UP 06 PROGRESS � 07 DEMO-SITE 27 SEPTIC MAINT. 21 COMPLAINT J 07 DtMO-FINAL 15 SEPTIC INSTALL. 22 FOLLOW-UP = 09 PLUMBING RI 23 EPTIC FINAL 35 HARD COVER REMOVAL J 10 PLUMBING FINAL �/ 36 FOUNDATION/REMOVAL � OWNERICONTRACTOR TO MEET YOU:_YES�NO � COMMENTS: � � �— ��t r� �G (� � o " SC�'��C IC O � �' C^t��rl �e<U� �L' �C .S�Q��C � ! l O - � —' p��-p ae� r�-� ��rj� �� . � W � �'�S'�ti�\c l,) �,— c o`�� Q � z W � W � j � C:WORKSATISFACTORY:PROCEED PROJECTCOMPLETE W � �'t�ORRECT WORK&PROCEED G ISSUE CERTIFICATE OF OCCUPANCY W� ` 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 C; INSPECTION REQUIRED.CALL TO ARRANGE ACCESS. Call for the next inspection 24 hours in advance. 249-46�� OwnerlContractor on site: Inspector. ��- �� White Copyllnspector's File Canary CopylSite Notice